HomeMy WebLinkAboutAGENDA REPORT 2022 0921 CCSA REG ITEM 09DCITY OF MOORPARK, CALIFORNIA
City Council Meeting
of September 21, 2022
ACTION APPROVED STAFF
RECOMMENDATION, INCLUDING
ADOPTION OF RESOLUTION NO. 2022-
4132. (ROLL CALL VOTE: UNANIMOUS)
BY A. Hurtado.
D. Consider Resolution Rescinding Resolution No. 2013-3249 and Adopting the April
2022 Engineering and Traffic Survey for Speed Limits and Approving the Posting
of Speed Limits on Certain Street Segments. Staff Recommendation: 1) Approve
the April 2022 Engineering and Traffic Survey for Speed Limits, prepared by
Hartzog & Crabill, Inc.; and 2) Adopt Resolution No. 2022-4132 that rescinds City
Council Resolution No. 2013-3249 and approves speed limits and posting of speed
limit signs on certain roadway segments identified in the April 2022 Engineering
and Traffic Survey for Speed Limits. (Staff: Daniel Kim, City Engineer/Public
Works Director) (ROLL CALL VOTE REQUIRED)
Item: 9.D.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: Honorable City Council
FROM: Daniel Kim, City Engineer/Public Works Director
DATE: 09/21/2022 Regular Meeting
SUBJECT: Consider Resolution Rescinding Resolution No. 2013-3249 and
Adopting the April 2022 Engineering and Traffic Survey for Speed
Limits and Approving the Posting of Speed Limits on Certain Street
Segments
SUMMARY
California Vehicle Code Sections 22357 and 22358 allows for local authorities to
declare speed limits that are determined and based on an Engineering and Traffic
Survey. California Vehicle Code Section 40802 also requires that such Engineering and
Traffic Surveys be conducted every five years where enforcement of speed limits
include the use of radar devices to measure the speed of moving motor vehicles.
Therefore, the adoption of an Engineering and Traffic Survey is essential to maintaining
and enforcing posted speed limits on city streets.
The current Engineering and Traffic Survey for Speed Limits was prepared in
September 2013 and City Council Resolution No. 2013-3249, adopting the September
2013 Engineering and Traffic Survey and approving speed limits and posting of speed
limit signs on certain street segments identified in said survey, was adopted on
December 18, 2013. Pursuant to CVC Section 40802, the City Engineer made the
determination on September 28, 2020, that no significant changes in roadway or traffic
conditions have occurred, including but not limited to, changes in adjoining property or
land use, roadway width, or traffic volume, and extended the Engineering and Traffic
Survey to September 2023.
In accordance with procedures established by the State of California, a new
Engineering and Traffic Survey for Speed Limits, dated April 2022, was prepared for
51 roadway segments within the City. The proposed resolution rescinds City Council
Resolution No. 2013-3249 and maintains or establishes new posted speed limits based
on the determinations of the April 2022 Engineering and Traffic Survey for Speed Limits.
Item: 9.D.
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BACKGROUND
California Vehicle Code (CVC) Section 22357 allows the local authority to determine
and declare a prima facie speed limit that would facilitate the orderly movement of
vehicular traffic and is reasonable and safe. An Engineering and Traffic Survey will
serve as the basis for the establishment and enforcement of prima facie speed limits for
specific street segments or sections of a highway. CVC Section 40802 requires that an
Engineering and Traffic Survey be prepared for segments where enforcement of speed
limits involve the use of radar, laser, or other electronic device used to measure speed.
Prior to 2022, Engineering and Traffic Surveys were conducted once every five years by
the local governing municipality, and can be extended to every seven or 10 years if a
registered engineer evaluates the section of the highway and determines that no
significant changes in roadway or traffic conditions have occurred, as stated in Section
40802(c) of the CVC. In 2022, the CVC was updated to allow the validity of an
Engineering and Traffic Survey for up 14 years.
The current Engineering and Traffic Survey for Speed Limits was prepared in
September 2013 and City Council Resolution No. 2013-3249, adopting the
September 2013 Engineering and Traffic Survey and approving speed limits and
posting of speed limit signs on certain street segments identified in said survey, was
adopted on December 18, 2013. Pursuant to CVC Section 40802, the City Engineer
made the determination on September 28, 2020, that no significant changes in roadway
or traffic conditions have occurred, including but not limited to, changes in adjoining
property or land use, roadway width, or traffic volume, and extended the Engineering
and Traffic Survey to September 2023. On February 24, 2021, the City’s Consultant
Traffic Engineer, Hartzog & Crabill, confirmed the City Engineer’s determination and
verified the validity of the Engineering and Traffic Survey for 10 years.
On December 1, 2021, the City Council awarded a Professional Services Agreement to
Hartzog & Crabill, Inc. for the preparation of a new Engineering and Traffic Survey to
establish posted speed limits for 51 roadway segments throughout the City.
DISCUSSION
In accordance with procedures established by the State of California, an Engineering
and Traffic Survey for Speed Limits, dated April 2022, was prepared for 51 roadway
segments within the City. The primary goals for the Engineering and Traffic Survey are
to determine speed limit postings for any new roadway segments and any changes to
posted speed limits on existing roadway segments. The Engineering and Traffic Survey
establishes a list of roadway segments with recommended posted speed limits.
The California Vehicle Code has set regulations for the posting and enforcement of
speed zones with the viewpoint that speeds should be based on traffic conditions and
prudent driver behavior that does not endanger the safety of persons or property.
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09/21/2022 Regular Meeting
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Posted speed limits should not be based on traffic events or occurrences, or as result of
a response from such traffic events or occurrences.
CVC Section 22350 (Basic Speed Law)
“No person shall drive a vehicle upon a highway at a speed greater than is reasonable
or prudent having due regard for weather, visibility, the traffic on, and the surface and
width of, the highway, and in no event at a speed which endangers the safety of
persons or property.”
This law recognizes that traffic conditions will vary and that motorists will properly adjust
their driving behavior to fit the encountered conditions that will not endanger the safety
of person or property.
CVC Section 22352 (Prima Facie Speed Limits)
Prima facia speed limits are set and established by CVC Section 22352 and are as
follows:
•15 MPH for alleyways, intersections and railway crossings with limited sight-
distance.
•25 MPH for business and residence districts, school zones when children are
present with standard “SCHOOL” warning signs, and areas with senior citizens
facilities with standard “SENIOR” warning signs.
CVC Section 22357
“Whenever a local authority determines upon the basis of an engineering and traffic
survey that a speed greater than 25 miles per hour would facilitate the orderly
movement of vehicular traffic and would be reasonable and safe upon any street other
than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the
local authority may by ordinance determine and declare a prima facie speed limit of 30,
35, 40, 45, 50, 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour,
whichever is found most appropriate to facilitate the orderly movement of traffic and is
reasonable and safe. The declared prima facie or maximum speed limit shall be
effective when appropriate signs giving notice thereof are erected upon the street and
shall not thereafter be revised except upon the basis of an engineering and traffic
survey. This section does not apply to any 25-mile-per-hour prima facie limit which is
applicable when passing a school building or the grounds thereof or when passing a
senior center or other facility primarily used by senior citizens.”
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09/21/2022 Regular Meeting
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CVC Section 22358
“Whenever a local authority determines upon the basis of an engineering and traffic
survey that the limit of 65 miles per hour is more than is reasonable or safe upon any
portion of any street other than a state highway where the limit of 65 miles per hour is
applicable, the local authority may by ordinance determine and declare a prima facie
speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found
most appropriate to facilitate the orderly movement of traffic and is reasonable and safe,
which declared prima facie limit shall be effective when appropriate signs giving notice
thereof are erected upon the street.”
CVC Sections 22357 and 22358 allows for local authorities to declare speed limits that
are determined and based on an Engineering and Traffic Survey. As mentioned in the
Background, CVC Section 40802 also requires that such Engineering and Traffic
Surveys be conducted every five years where enforcement of speed limits include the
use of radar devices to measure the speed of moving motor vehicles. Therefore, the
adoption of an Engineering and Traffic Survey is essential to maintaining and enforcing
posted speed limits on city streets.
CVC Section 627 provides definitions and criteria for the preparation of an Engineering
and Traffic Survey and shall consider prevailing speeds, accident records, and highway,
traffic, and roadside conditions not readily apparent to the driver. A critical component
of an Engineering and Traffic Survey is calculating the 85th percentile speed. The 85th
percentile speed is determined as the speed at which 85% of the vehicles are traveling
at or below. The California Manual for Setting Speed Limits states that speed limits are
established at or near the 85th percentile speed. Additionally, roadway conditions not
readily apparent to the motorist, such as sight distance, may result in a reduction of
5 MPH in the recommended speed limit.
April 2022 Engineering and Traffic Survey
The April 2022 Engineering and Traffic Survey is attached as part of the proposed
resolution (Attachment 1) and provides recommended posted speed limits for
51 roadway sections throughout the City. The proposed resolution rescinds City
Council Resolution No. 2013-3249 and maintains or establishes new posted speed
limits. In summary, 48 out of the 51 roadway segments will remain unchanged at its
current posted speed limit. Two roadway segments were established as “Residence
District,” per CVC 515, and will maintain the existing posted speed limit of 25 MPH.
One new roadway segment, Meridian Hills Drive (post-construction), was established
with a recommended posted speed limit of 35 MPH. The following summarizes the
changes from the September 2013 Engineering and Traffic Survey:
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09/21/2022 Regular Meeting
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Second Street (Spring Road to Moorpark Avenue)
•Per CVC 515, establish roadway segment as a “Residence District.”
•Existing Posted Speed Limit: 25 MPH
•85th Percentile Speed: 28.9 MPH
•Recommend maintaining 25 MPH as established “Residence District.” Does not
require future surveys.
Meridian Hills Drive
•Currently not posted and road was previously part of the construction of the
Meridian Hills development.
•85th Percentile Speed: 41.9 MPH
•Recommend 35 MPH
•Primary justification for lower speed is limited sight-distance.
FISCAL IMPACT
None.
COUNCIL GOAL COMPLIANCE
This action does not support a current strategic directive.
STAFF RECOMMENDATION (ROLL CALL VOTE REQUIRED)
1.Approve the April 2022 Engineering and Traffic Survey for Speed Limits,
prepared by Hartzog & Crabill, Inc.; and
2.Adopt Resolution No. 2022-____ that rescinds City Council Resolution No. 2013-
3249 and approves speed limits and posting of speed limit signs on certain
roadway segments identified in the April 2022 Engineering and Traffic Survey for
Speed Limits.
Attachment: Draft Resolution No. 2022-____
206
ATTACHMENT
RESOLUTION NO. 2022-___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF MOORPARK, CALIFORNIA, RESCINDING
RESOLUTION NO. 2013-3249, AND APPROVING THE
APRIL 2022 ENGINEERING AND TRAFFIC SURVEY FOR
SPEED LIMITS, ESTABLISHING SPEED LIMITS IN
ACCORDANCE WITH SAID SURVEY, AND THE POSTING
OF SPEED LIMIT SIGNS ON CERTAIN ROADWAY
SEGMENTS IDENTIFIED IN SAID SURVEY
WHEREAS, in accordance with the requirements of Section 40802 of the California
Vehicle Code, engineering and traffic surveys have been conducted on various streets
within the City by the City’s Consultant Traffic Engineer in accordance with the
requirements of the California Vehicle Code, including Section 627 of said Code and the
California Department of Transportation Guidelines; and
WHEREAS, California Vehicle Code Sections 22357 and 22358 provide the
mechanism for local authorities to determine and declare a prima facie speed limit on the
basis of an Engineering and Traffic Survey; and
WHEREAS, the City retained Hartzog & Crabill, Inc, a traffic engineering firm, who
prepared engineering and traffic surveys entitled “Engineering and Traffic Survey for Speed
Limits,” dated April 2022, which provide the analysis for the actions set forth in this
Resolution; and
WHEREAS, the Engineering and Traffic Survey for Speed Limits, dated April 2022,
is on file with the City Engineer/Public Works Department; and
WHEREAS, the City has determined and declared on the basis of the California
Vehicle Code and/or taking into consideration the Engineering and Traffic Survey for Speed
Limits, dated April 2022, that the speed limits set forth herein are the most reasonable, safe
and appropriate for the orderly movement of traffic on the streets or portions of streets as
set forth in this Resolution; and
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK
DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. Resolution 2013-3249 and all previous resolutions and orders
pertaining to and establishing speed limits within the City are rescinded.
SECTION 2. The Engineering and Traffic Survey for Speed Limits, dated April
2022, prepared by the City’s traffic consultant in cooperation with the City Engineer, on file
with the City Engineer/Public Works Department, is hereby approved.
SECTION 3. That the designated speed limits determined per the Engineering and
Traffic Survey for Speed Limits, dated April 2022, attached here to as Exhibit A, are
determined to be safe and appropriate for the orderly movement of traffic.
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Resolution No. 2022-____
Page 2
SECTION 4. That the designated speed limits for certain roadway segments shall
be per the Engineering and Traffic Survey for Speed Limits, dated April 2022, attached
hereto as Exhibit A.
SECTION 5. The City Engineer/Public Works Director is hereby directed to
replace and/or post new speed limit signs to reflect the approved Engineering and Traffic
Survey for Speed Limits, dated April 2022, attached here to as Exhibit A.
PASSED AND ADOPTED this 21st day of September 2022.
Janice S. Parvin, Mayor
ATTEST:
Ky Spangler, City Clerk
Attachment – Exhibit A, Engineering and Traffic Survey for Speed Limits, April 2022
208
ENGINEERING AND TRAFFIC SURVEY
FOR SPEED LIMITS
CITY OF MOORPARK
APRIL 2022
PREPARED FOR:
CITY OF MOORPARK
799 MOORPARK AVENUE
MOORPARK, CALIFORNIA 93021
PREPARED BY:
HARTZOG & CRABILL, INC.
TRAFFIC ENGINEERS
17852 E. 17TH STREET, SUITE 101
TUSTIN, CA 92780
(714) 731-9455
EXHIBIT A
Resolution No. 2022-_______
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i
TABLE OF CONTENTS
PAGE
Table of Contents ............................................................................................................................ i
Traffic Engineer's Certification ...................................................................................................... ii
Introduction ..................................................................................................................................... 1
Basic Speed Law ............................................................................................................................. 3
Prima Facie Speed Limits ............................................................................................................... 3
Residence District ........................................................................................................................... 4
Establishment of Speed Zones ........................................................................................................ 4
Data Collection Procedures ............................................................................................................. 4
Speed Zoning Methodology ............................................................................................................ 5
Speed Zone Survey ......................................................................................................................... 5
Local Street Exemptions ................................................................................................................. 6
Other Considerations ...................................................................................................................... 6
Radar Collection Time-Frames ....................................................................................................... 7
Analysis Factors .............................................................................................................................. 7
Field Review ................................................................................................................................... 8
Accident History ............................................................................................................................. 8
Results and Recommendations ...................................................................................................... 9
Locations of "No Speed Limit Changes" ............................................................................ 9
Support Explanations for "No Speed Limit Changes" ...................................................... 11
Locations of "Residence District" ..................................................................................... 12
Support Explanations for "Residence District" ................................................................. 13
Locations of "Establish New Speed Limit Postings" ........................................................ 13
Support Explanations for "Establish New Speed Limit Postings" .................................... 14
Summary of Recommendations .....................................................................................................15
Appendix A - For Each Street Segment in the Survey
Data Survey Sheet ..................................................................................................................
Radar Speed Distribution Sheet .............................................................................................
Appendix B – Certification
Radar Gun Certification .........................................................................................................
Technician Certification .........................................................................................................
Resolution No. 2022-_______
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Resolution No. 2022-_______
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1
CITY OF MOORPARK
ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS
Introduction
In accordance with procedures established by the State of California, this Engineering and Traffic
Survey has been developed for the City of Moorpark as the basis for the establishment and
enforcement of speed limits for selected streets within the City. The work provided herein was
authorized by the City and was performed by the engineering consulting firm of Hartzog &
Crabill, Inc. The goal of the review was two-fold. The first was to review new roadway segments
to determine if speed limit postings should be recommended. The second involved a
determination as to whether changes in pre-existing conditions have occurred where older speed
limits should be modified.
The requirement to perform Engineering and Traffic surveys for speed limits is based on the
California Vehicle Code (CVC). CVC Section 40802 states that at least once every five (5), seven
(7), or fourteen (14) years, States and local agencies should re-evaluate non-statutory speed limits
on segments of their roadways. Recent changes to the CA MUTCD changed the policy and
procedure for setting speed limits in California. Engineering and Traffic Surveys must be
performed with the use of radar or other approved electronic devices if the use of radar is to be
employed to enforce speed limits. If such a survey is not performed within five years (or seven
years, or fourteen years as stated previously) of the date of the preceding survey, then the new data
and its use will constitute a speed trap. Hence, evidence using such would not be admissible in
court. From the Vehicle Code, a "speed trap" is either of the following:
(a) A particular section of a highway measured as to distance and with boundaries marked,
designated, or otherwise determined in order that the speed of a vehicle may be calculated by
securing the time it takes the vehicle to travel the known distance.
(b) A particular section of a highway with a prima facie speed limit provided by this code or by
local ordinance under sub-paragraph (A) of paragraph (2) of subdivision (a) of Section 22352, or
established pursuant to Section 22354, 22357, 22358, or 22358.3 if that prima facie speed limit is
not justified by an engineering and traffic survey conducted within five years prior to the date of
the alleged violation, and where enforcement involves the use of radar or other electronic devices
that measures the speed of moving objects. This paragraph does not apply to a local street, road,
or school zone.
(c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be
applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of
not less than 24 hours on the use of police traffic radar, and the course was approved and certified
by the Commission on Peace Officer Standards and Training.
(B) When laser or any other electronic device is used to measure the speed of moving objects, the
arresting officer has successfully completed the training required in subparagraph (A) and an
additional training course of not less than two hours approved and certified by the Commission on
Peace Officer Standards and Training.
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(C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B)
and that an engineering and traffic survey has been conducted in accordance with subparagraph
(B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear;
the arresting officer established that the radar, laser, or other electronic device conformed to the
requirements of subparagraph (D).
(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the
time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or
exceeds the minimal operational standards of the National Highway Traffic Safety Administration,
and has been calibrated within the three years prior to the date of the alleged violation by an
independent certified laser or radar repair and testing or calibration facility.
(c) (2) A “speed trap” is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked,
designated, or otherwise determined in order that the speed of a vehicle may be calculated by
securing the time it takes the vehicle to travel the known distance.
(B) (i) A particular section of a highway or state highway with a prima facie speed limit that is
provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section
22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed
limit is not justified by an engineering and traffic survey conducted within one of the following
time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves
the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years.
(II) If an engineering and traffic survey was conducted more than seven years prior to the date of
the alleged violation, and a registered engineer evaluates the section of the highway and
determines that no significant changes in roadway or traffic conditions have occurred, including,
but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 14
years.
(ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, or
business activity district.
The definition of a Traffic and Engineering Survey is contained in Section 627 of the Vehicle
Code and is as follows:
Engineering and Traffic survey, as used in this code, means a survey of highway and traffic
conditions in accordance with methods determined by the California Department of Transportation
(Caltrans) for use by State and local authorities. An engineering and traffic survey shall include,
among other requirements deemed necessary by the department, consideration of the following:
(a) Prevailing speeds as determined by traffic engineering measurements.
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(b) Accident records.
(c) Highway, traffic and roadside conditions not readily apparent to the driver.
The California Vehicle code has set certain regulations regarding the posting and enforcement of
speed zones. These regulations generally reflect the viewpoint that speed zoning should be based
on traffic conditions and natural driver behavior and not because of an arbitrary response to a
traffic event or occurrence. Therefore, it is important to have a general understanding of the
"Basic Speed Law", "Prima Facie Speed Limits" and "Intermediate Speed Zones".
Basic Speed Law (CVC 22350)
All fifty states base their speed regulations on the Basic Speed Law. In California, CVC 22350
defines the basic speed law as:
"No Person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent
having due regard for weather, visibility, the traffic on, and the surface and width of the highway,
and in no event at a speed which endangers the safety of persons or property."
This law recognizes that driving conditions vary widely from time-to-time and place-to-place and,
therefore, no set of fixed driving rules will adequately serve all conditions. The motorist will
constantly adjust their driving behavior to fit the conditions encountered, and must learn to do this
with a minimum of assistance from the police. The Basic Speed Law is founded on the belief that
a majority of motorists are able to modify their driving behavior properly, as long as they are
aware of the conditions around them.
Prima Facie Speed Limits (CVC 22352)
All other speed limits are prima facie limits which, "on the face of it", are reasonable and prudent
under normal conditions. The opportunity given to the driver to exceed a prima facie speed limit
when it is safe to do so recognizes the fact that any posted speed limit cannot adequately reflect
the many different conditions of traffic, weather, visibility, etc., that may be found on the same
highway at different times.
Certain prima facie limits are automatically established by law (CVC 22352), including a 15 mph
limit in alleys, blind intersections, blind railroad crossing, and the 25 mph limit in business and
residence districts. There is also a part time 25 mph limit in school zones when children are
present in route to or from school. There is also a 25 mph limit when passing a senior center or
other facility primarily used by senior citizens, contiguous to a street other than a state highway
and posted with a standard “SENIOR” warning sign.
Business and residence districts are defined in the Vehicle Code as specific areas meeting a
specified minimum density of roadside development. CVC Sections 235 and 515 define these
regulations. A count of houses or active businesses facing on a highway must be made to
determine whether or not a valid business or residence district exists. The law does not require
posting these prima facie limits that are readily apparent.
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Residence District (CVC 515)
A "residence district" is that portion of a highway and the property contiguous thereto, other than a
business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the
contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business
structures, or (b) upon both sides of which highway, collectively, within a distance of a quarter of a
mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or
business structures. A residence district may be longer than one-quarter of a mile if the above ratio of
separate dwelling houses or business structures to the length of the highway exists.
Establishment of Speed Zones
The reason that speed limit areas and their required postings are done is to guard reasonable
drivers from the unreasonable behavior of reckless, unreliable, or otherwise dangerous drivers. As
with other similar laws, the limits identified are based on the consensus of the majority of those
who drive the highway as to what speed is reasonable and safe. It is this type of information that
is reflected in the analysis section of this report. Namely, posted speed limits are a reflection of
that speed which most people deem to be safe as opposed to a minority of drivers who do not drive
in a reasonable manner.
Speed zones are also established to advise of road conditions or hazards that may not be readily
apparent to a reasonable driver. For that reason, a field review of related road/traffic variables is
conducted which considers the analytical data and accident history of a particular roadway
segment to determine a safe and reasonable speed limit.
Data Collection Procedures
Speed evaluation data was collected at 51 different roadway segments on 29 different roadways in
the City of Moorpark. These areas and the number of segments on each are described as follows:
1. Arroyo Drive (1)16. Meridian Hills Drive (1)
2. Campus Canyon Drive (1)17. Miller Parkway (2)
3. Campus Park Drive (4)18. Moorpark Avenue (1)
4. Cedar Springs Street (1)19. Mountain Meadow Drive (2)
5. Championship Drive (1)20 Mountain Trail Street (3)
6. Charles Street (1)21. Peach Hill Road (3)
7. Christian Barrett Road (1)22. Poindexter Avenue (2)
8. Collins Drive (2)23. Princeton Avenue (3)
9. Commerce Drive (1)24. Ridgecrest Drive (1)
10. Condor Drive (1)25 Second Street (1)
11. Country Hill Road (1)26. Spring Road (5)
12. Countrywood Drive (1)27 Tierra Rejada Road (4)
13 Elk Run Loop (1) 28. University Drive (1)
14. Gabbert Road (2)29. Walnut Creek Road (2)
15. High Street (1)
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As described in various traffic engineering documents - including information provided by the
State of California, the individual locations on which radar data collection procedures used involve
considerations for the following:
a.Stop sign or traffic signal locations;
b.Visibility issues;
c.Traffic flow at intersections, cross-traffic, major driveways, crosswalks, railroad crossings and
unusual turning movements;
d.The influence of other traffic factors on the speed of cars: such as on street parking, roadway
features, adjacent land uses, and lighting.
Speed Zoning Methodology
The Manual on Uniform Traffic Control Devices, California Supplement (MUTCD CA
Supplement) specifies a “short method of determining speed limits on City and County Through
Highways, Arterial and Collector Roads Procedures.
Introduction - This short method of speed zoning is based on the premise that the reasonable speed
limit is one that conforms to the actual behavior of the majority of motorists, and that by
measuring motorist speeds; one will be able to select a speed limit that is both reasonable and
effective. Other factors that need to be considered include, but are not limited to: the most recent
two-year collision record, roadway design speed, safe stopping sight distance, superelevation,
shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway
characteristics, pedestrian traffic in the roadway without sidewalks.
Speed Zone Survey
- Only one person is required for the fieldwork. Speeds can be read directly from a radar speed
meter.
- A section of road should be selected with representative operating speeds. If speeds vary on a
given road, additional surveys should be conducted. In this case, it may be necessary to establish
additional speed zones with different speed limits.
- Speed measurements should be taken during off-peak hours on weekdays. The weather should
be fair with no unusual conditions prevailing. It is important that the surveyor and his equipment
be so inconspicuous as not to affect traffic speeds. For this reason, an unmarked car is
recommended, with the radar speed meter located as inconspicuously as possible. It should be
placed so as to be able to survey traffic in both directions, and should not make an angle greater
than 15 degrees with the roadway center line.
- It is desirable to have a minimum sample of 100 automobiles in each survey. This may result in
excessive survey periods for low-volume roads. Under these conditions, the survey should be
conducted for a minimum of two hours, but in no case should the sample for any survey contain
less than 50 automobiles.
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- The MUTCD with California Supplement states that speed limits are established at or near the
85th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is
moving. This speed can be selected directly from the data sheet. However, roadway conditions
not readily apparent to the motorist or other roadway conditions that may impact sight distance
may result in a further reduction of 5 mph in the recommended speed limit.
- As a check on the validity of the proposed speed limit, an analysis should be made of the two-
year accident record for the section of roadway under consideration. If this record shows an
abnormally high percentage of accidents normally associated with excessive speeds, the proposed
speed limit should be further reduced. This is a judgement situation, and will not usually be a
factor,
- Short speed zones of less than half a mile should be avoided, except in transition areas.
- Speed zone changes should be coordinated with changes in roadway conditions or roadway
development.
- Speed zoning in 5 mile per hour increments should be avoided if possible. A 10-mile per hour
increment is preferable.
- Speed zoning should be coordinated between adjacent jurisdictions.
Local Street Exemptions (CVC 40802)
Many streets are designated as "Local" streets per CVC 40802. These streets are exempt from the
radar study. Therefore, the speed limit for these streets does not require an Engineering and
Traffic Survey. The code is as follows:
"For the purposes of this section, a local street or road is one that is functionally classified as
“local” on the “California Road System Maps,” that are approved by the Federal Highway
Administration and maintained by the Department of Transportation. It may also be defined as a
“local street or road” if it primarily provides access to abutting residential property and meets the
following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half mile of uninterrupted length. Interruptions shall include traffic
control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
With the passage of AB 43 which became effective January 1, 2022 speed limits may be further
reduced if located in areas of high pedestrian or bicycle activity as well as residence and business
districts and areas of senior activities.
Other Considerations
Every street should be inspected for unusual traffic, roadway and roadside conditions not readily
apparent to a motorist. A check should be made of the adequacy of traffic control devices,
roadway alignment, width, surface conditions, accident history and any unique traffic hazards that
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may exist. Any of these conditions may warrant the selection of a speed lower than the 85th
percentile speed for speed zoning.
Radar Collection Time-Frames
The hours of radar operation were restricted to off-peak periods for heavily traveled streets and to
uncongested peak periods on lightly traveled streets. All surveys were conducted in fair weather.
The radar unit was mounted at the top of the front dash of an unmarked vehicle with the meter-
reading unit sustained inside the vehicle. The radar unit's calibration was checked periodically
using a tuning fork.
The radar operator and assistant recorded the speed meter readings for each location on Radar
Speed Survey Field Sheets included in the appendix of this report. A representative sampling of at
least 100 vehicles were surveyed.
Analysis Factors
Several factors were used as input to our recommendations for speed limits. These include the
85th Percentile, the 10 MPH Pace and others. These are described in detail below.
1. The CRITICAL SPEED, or the 85th percentile, is defined as that speed at or below which 85
percent of the traffic is moving. From experience, traffic engineers have found that this is one
of the most reliable factors in determining appropriate speed limits.
Hence, the accepted practice, and one that has been used in this case is to set the speed limit at
or near the critical speed. This recognizes that other factors could be present where the above
may not be appropriate. When this procedure is used, it not only conforms to that required by
the State but it also provides a strong base for law enforcement personnel to properly enforce
speed limits.
2.The 10 MPH PACE is that continuous 10 mph incremental range of speeds in which the
largest number of recorded vehicles is contained. It is a measure of the dispersion of speeds
within the sample surveyed. For this element, the accepted practice to the greatest extent
possible is to try and keep the recommended speed limit within the 10 mph pace after
considering the critical speed and any factors requiring a speed lower than the critical speed.
3. The MEDIAN (MIDDLE) SPEED, or 50th percentile speed, represents the mid-point value
within the range of recorded speeds for a particular roadway location. In other words, 50% of
the vehicles travel faster than, and 50% travel slower than the median speeds. This value is
another measure of the central tendency of the vehicle speed distribution.
4. The 15th PERCENTILE SPEED is that speed at or below which 15% of the vehicles are
traveling. This value is important in determining the minimum allowable speed limit, given
that the vehicles traveling below this speed tend to obstruct the flow of traffic, thereby
increasing the accident potential.
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5. MODAL SPEED: The modal speed is the speed, which occurs most frequently in the
distribution. It serves as another useful measure in verifying the correct recommendation for
speed limits.
6. STANDARD DEVIATION: This is a mathematical element, which relates to measures of
dispersion of data. It is used to assist in describing the center of speed distribution
information around the arithmetic mean or the time mean speed. It also is used in the overall
review of recommended speed limits and serves to verify the level of confidence of data used
in making recommendations.
7. The MEAN (AVERAGE) is the sum of the speeds of the samples divided by the number of
samples.
The numerical values of the above factors are derived from the speed distribution curves
calculated for each survey location. These distribution curves represent a method of graphic
analysis that compares the cumulative percentage of vehicles to the speed at which the vehicles are
traveling.
Field Review
In addition to the availability of the above statistical data, a significant aspect of speed limit
recommendations is based on the field review. Its importance is that existing conditions may
warrant a lower speed than is actually indicated by the application of survey data. Examples of the
field data collected for the purposes of analyzing related roadway characteristics as they pertain to
the determination of appropriate speed limits are listed below:
1. Segment length, width and alignment
2. Level of pedestrian activity
3. Traffic flow characteristics
4. Vertical and/or horizontal curves.
5. Driver sight distance constraints.
6. Adjacent residential/commercial/industrial etc. zoning.
7. Number of lanes and other channelization/striping factors
8. Frequency of intersections, driveways and on street parking;
9. Location of stop signs, traffic signals, and other regulatory traffic control devices;
10. Roadway conditions, bumps and dips;
11. Obstructions to pedestrian visibility;
12. Land use and proximity of schools;
13. Uniformity and continuity with existing speed zones to/with adjacent jurisdictions;
14. Any other unusual conditions not readily apparent to the driver.
The results of the field review of related road/traffic variables are summarized on the Engineering
and Traffic Survey forms found in the Appendix of this report.
Accident History
The Engineering and Traffic Survey forms summarize the available two-year accident information
for the subject streets. The accident information includes the total number of accidents within
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each street segment and of those accidents, the number that are speed-related. This information
was obtained from the California Statewide Integrated Traffic Records System (SWITRS) for the
City of Moorpark.
The annual accident rate figures represent the number of speed-related accidents divided by two
years of accident records. The evaluation of accidents is useful as a check on the accuracy of
recommended or existing speed limits. Should this review show a high percentage of accidents
associated with excessive speeds, then consideration based on professional traffic engineering
judgement should be directed toward reducing the posted or recommended speed limit.
Results and Recommendations
The following Summaries: No Speed Limit Changes, New Speed Limit Postings, Conflicting
Speed Postings, Residence District, Speed Limit Increases, Speed Limit Reductions and Summary
of Recommendations, present the results of the radar survey for the selected 51 locations. As
shown, the Summary of Recommendations chart presents the necessary analysis elements that in
addition to the field review of a registered traffic engineer led to the recommendations indicated.
Locations of "No Speed Limit Changes"
The Summary indicates that 48 of the 51 segments studied are recommended for no speed limit
changes. The reason centers mostly on the fact that the newly measured values of the 85th percentile
and the 10 MPH pace are still within the parameters of the existing speed limits. Additional factors
such as reduced sight distance, higher collision rates and keeping continuity with the speeds of
neighboring segments form the basis in some instances of our recommendation. Therefore, the
current postings should remain as is. At one location, only one direction of travel is posted and is
listed for no change in the speed limit. Hence, the other direction should be posted. These segments
noted as “post”, as well as the segments recommended for “No Change” are listed below:
Arroyo Drive
East City Limit to Collins Dr Remain posted at 40 mph
Campus Canyon Drive
Borges Dr to Collins Dr Remain posted at 30 mph
Campus Park Drive
Beragan St to Collins Dr Remain posted at 40 mph
Collins Dr to Marguette St Remain posted at 40 mph
Marguette St to Princeton Ave Remain posted at 45 mph
Princeton Ave to West End Remain posted at 35 mph
Cedar Springs Street
Mountain Trail St to Mountain Meadow Dr Remain posted at 30 mph
Championship Drive
Walnut Canyon Rd to Grimes Canyon Rd Remain posted at 45 mph
Charles Street
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Moorpark Ave to Hedyland Ct Remain posted at 25 mph
Collins Drive
University Dr to Campus Park Dr Remain posted at 35 mph
Campus Park Dr to Arroyo Dr Remain posted at 35 mph
Commerce Drive
Poindexter Ave to Gabbert Rd Remain posted at 30 mph
Condor Drive
Princeton Ave (N) to Princeton Ave (S) Remain posted at 30 mph
Country Hill Road
Countrywood Dr to Mountain Trail St Remain posted at 30 mph
Countrywood Drive
Tierra Rejada Rd to Woodhill Dr Remain posted at 35 mph
Elk Run Loop
Ridgecrest Dr to Spring Rd Remain posted at 35 mph
Gabbert Road
Elwin Ave to Poindexter Ave Remain posted at 30 mph
Poindexter Ave to Los Angeles Ave Remain posted at 40 mph
High Street
Spring Rd to Moorpark Ave Remain posted at 30 mph
Miller Parkway
Los Angeles Ave to Peach Hill Rd Remain posted at 40 mph
Peach Hill Rd to Tierra Rejada Rd Remain posted at 40 mph
Moorpark Avenue
Los Angeles Ave to South End Remain posted at 30 mph
Mountain Meadow Drive
Walnut Creek Rd to Tierra Rejada Rd Remain posted at 30 mph
Tierra Rejada Rd to Mountain Trail St Remain posted at 30 mph
Mountain Trail Street
Walnut Creek Rd to Tierra Rejada Rd Remain posted at 30 mph
Tierra Rejada Rd to Mountain Meadow Dr (S) Remain posted at 30 mph
Mountain Meadow Dr (S) to Woodhill Dr Remain posted at 30 mph
Peach Hill Road
Miller Pkwy to Spring Rd Remain posted at 35 mph
Spring Rd to Mesa Verde Dr Remain posted at 40 mph
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Mesa Verde Dr to Tierra Rejada Rd Remain posted at 35 mph
Poindexter Avenue
Moorpark Ave to Sierra Ave Remain posted at 40 mph
Sierra Ave to Gabbert Rd Remain posted at 40 mph
Princeton Avenue
Campus Park Dr to 118 Freeway (N) Remain posted at 40 mph
118 Freeway (N) to 118 Freeway (S) Remain posted at 40 mph
118 Freeway (S) to Spring Rd Remain posted at 40 mph
Ridgecrest Drive
Spring Rd to Hightop St Remain posted at 35 mph-Post WB
Spring Road
Walnut Canyon Rd to Elk Run Loop Remain posted at 45 mph
Elk Run Loop to High St Remain posted at 45 mph
High St to Los Angeles Ave Remain posted at 40 mph
Los Angeles Ave to Peach Hill Rd Remain posted at 45 mph
Peach Hill Rd to Tierra Rejada Rd Remain posted at 45 mph
Tierra Rejada Road
East City Limits to Spring Rd Remain posted at 45 mph
Spring Rd to Peach Hill Rd Remain posted at 45 mph
Peach Hill Rd to Mountain Trail St Remain posted at 45 mph
Mountain Trail St to Los Angeles Ave Remain posted at 45 mph
University Drive
Griffin Ln to Collins Dr Remain posted at 30 mph
Walnut Creek Road
Mountain Trail St to Tierra Rejada Rd Remain posted at 30 mph
Tierra Rejada Rd to Mountain Meadow Dr Remain posted at 35 mph
Support Explanations of "No Speed Limit Changes"
The following are support explanations for the roadway segments that the recommended speed
limit is 5 mph lower or more than the newly measured 85th percentile speed and the one survey
location with only one direction posted and recommended to install speed limit.
Campus Canyon Drive
Borges Drive to Collins Drive
Campus Canyon Drive is a two lane roadway with a 30 mph speed limit. The adjacent land uses
include residential (non-fronting) and Campus Canyon Elementary School & Park. Field
observations are heavy pedestrian traffic near school and park area, designated bike route, gradual to
moderate horizontal-vertical curves, and areas of limited sight distance. The speed data revealed an
85th percentile of 35.4 mph and a 10 mph pace range of 27 to 36 mph. With the areas of limited sight
distance, it is recommended that the existing 30 mph be maintained.
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Cedar Springs Street
Mountain Trail Street to Mountain Meadow Drive
This section of Cedar Springs Street is a two lane roadway. The posted speed limit is 30 mph. Field
observations include the land uses are residential non-fronting and a fire station, the roadway has
gradual to moderate horizontal/vertical curves, and areas of limited sight distance. The speed study
shows an 85th percentile speed of 35.3 mph and a 10 mph pace range of 27 to 36 mph. With that
and the areas of limited sight distance, it is recommended that the existing 30 mph speed limit
remain.
Collins Drive
Campus Park Drive to Arroyo Drive
This section of Collins Drive is a four lane roadway that provides access to the 118 freeway. Our
field observations include posted speed limit of 35 mph, a 0.25 mile segment with short distances
between traffic controls, and has dense traffic at the freeway on and off ramps. The speed survey
resulted with an 85th percentile speed of 41.2 mph and a 10 mph pace range of 33 to 42 mph.
Although, the speed data may suggest a higher speed, due to traffic activity, distance between
signals and keeping consistency with the adjacent segment, it is recommended to maintain the
existing 35 mph.
Mountain Meadow Drive
Tierra Rejada Road to Mountain Trail Street
This portion of Mountain Meadow is a two lane roadway. Field notes state that adjacent land use
is residential (non-fronting) and Tierra Rejada Park, pedestrian traffic near park, the roadway has
various moderate curves including a sweeping "C" curve that changes the travel from east/west to
north/south. The sight distance for vehicles entering Mountain Meadow from River Grove Court
is approximately 225 feet and the required sight distance for a 35 mph speed limit is 250 feet.
Although the speed data shows an 85th percentile speed of 36.4 mph with the areas of limited
sight distance, it is recommended that the existing 30 mph speed limit remain.
Ridgecrest Drive
Spring Road to Hightop Street
This portion of Ridgecrest Drive is a four lane roadway. Field observations include no stopping
anytime and no shoulders along both sides of roadway, tall-wide trees in the median island block
visibility of the driver, gradual horizontal-vertical curves, and areas of limited sight distance. The
adjacent land use is solely residential non-fronting to the roadway. The speed survey resulted with
an 85th percentile speed of 40.9 mph and a 10 mph pace range of 33 to 42 mph. With that and the
areas of limited sight distance, it is recommended that the existing 35 mph speed limit be
maintained.
Locations of “Residence District”
Two roadway segments listed for the 2022 Engineering and Traffic Study fall under the California
Vehicle Code 515, “Residence District Speed Limit.” Explanations and requirements for
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Residence District are on Page 2. Due to the high number of single family resident dwellings we
recommend maintaining the existing posted speed limits. These roadway segments are listed
below:
Christian Barrett Road
Spring Rd to Peach Hill Rd Establish as Residence District – 25 mph
Second Street
Spring Rd to Moorpark Ave Establish as Residence District – 25 mph
Support Explanations for “Resident District”
Christian Barrett Road
Spring Road to Peach Hill Road
In 2013, this segment of Christian Barrett Drive was recommended to establish as a Residence
District" and no longer needs to be included in future speed studies. Christian Barrett Drive is a
two lane residential roadway with heavy on-street parking, and Peach Hill Elementary School and
Park at Peach Hill Road. Although the 85th percentile speed is 31.0 mph, the need to retain the
CVC defined lower speed is based on (1), 55 single-family dwellings in a 0.47 section between
Cedar Pine and South Hampton and, (2) heavy direct access driveways, and (3) heavy pedestrian
traffic near elementary school. This segment meets the requirement for the CVC 515 "Residence
District". In 2013, this segment of Christian Barrett Drive was established as a Residence
District" and no longer needs to be included in future speed studies.
Second Street
Spring Road to Moorpark Ave
Second Street is a two lane residential roadway with heavy on-street parking. The posted speed
limit is 25 mph. The need to retain the CVC defined lower speed is based on (1),17 single-family
dwellings in a 0.16 mile section between Moorpark Ave and Bard St, and, (2) 27 single-family
dwellings in a 0.18 section between Mallard St and Harry St, (3) heavy direct access driveways,
and (3) pedestrian activity as a school is nearby. This segment meets the requirement for the CVC
515 "Residence District". This segment no longer needs to be included in future Engineering and
Traffic surveys.
Locations of "Establish New Speed Limit Postings"
One of the fifty-one survey segments is currently unposted. Again, the newly measured values of
the 85th percentile speeds and the 10 mph pace range were factors used to make these
recommendations. It is noted that for each case, the recommendation to post speed signs is
necessary to enhance the enforcement of the recommended safe speed limit. These segments are
shown in the Summary of Recommendations beginning on page 14 and are as follows:
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Meridian Hills Drive
West Terminus to Walnut Canyon Rd Install 35 mph Speed Signs
Support Explanations for "Establish New Speed Limit Postings"
Meridian Hills Drive
West Terminus to Walnut Canyon Road
Meridian Hills Drive is a two lane divided roadway. Field observations include a residential
community non-fronting to the roadway, and gradual to moderate "C" curve, limited sight distance
at curve, no shoulders and no stopping anytime, painted bike lanes and no driveway along the
roadway. The speed survey results show an 85th percentile speed of 41.9 mph and a 10 mph pace
range of 33 to 42 mph. Although, the speed data may suggest a higher speed but with the area of
limited sight distance, it is recommended that a 35 mph speed limit be established for this area.
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2022 SUMMARY OF RECOMMENDATIONS
STREET LOCATION
EXISTING
SPEED
LIMIT
RECOMMENDED
SPEED
LIMIT
85TH
PERCENTILE
SPEED
AVERAGE
SPEED
10 MPH
PACE
RANGE
PERCENT
OF
VEHICLES
IN PACE JUSTIFICATION / COMMENTS
ARROYO DRIVE
EAST CITY LIMITS TO
COLLINS DR 40 40 43.6 40.2 37-46 91.2 NO CHANGE – 85TH PERCENTILE
CAMPUS CANYON DRIVE
BORGES DR TO
COLLINS DR 30 / 25* 30 35.4 30.6 27-36 79.5 NO CHANGE – 85TH PERCENTILE / LIMITED SIGHT DISTANCE
CAMPUS PARK DRIVE
BERAGAN ST TO
COLLINS DR 40 / 25* 40 43.0 38.6 36-45 83.2 NO CHANGE – 85TH PERCENTILE
COLLINS DR TO
MARQUETTE ST 40 40 41.0 37.5 34-43 90.1 NO CHANGE – 85TH PERCENTILE
MARQUETTE ST TO
PRINCETON AVE 45 45 47.2 43.6 40-49 80.2 NO CHANGE – 85TH PERCENTILE
PRINCETON AVE TO
WEST END 35 35 37.1 33.3 28-37 82.0 NO CHANGE – 85TH PERCENTILE
CEDAR SPRINGS STREET
MOUNTAIN TRAIL ST TO
MOUNTAIN MEADOW DR 30 30 35.3 31.3 27-36 83.0 NO CHANGE – 85TH PERCENTILE / LIMITED SIGHT DISTANCE
CHAMPIONSHIP DRIVE
WALNUT CANYON RD TO
GRIMES CANYON RD 45 45 47.7 42.6 38-47 72.9 NO CHANGE – 85TH PERCENTILE
CHARLES STREET
MOORPARK AVE TO
HEDYLAND CT 25 25 28.3 24.8 20-29 88.0 NO CHANGE – 85TH PERCENTILE
*25 mph When Children Present
3-2022
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STREET LOCATION
EXISTING
SPEED
LIMIT
RECOMMENDED
SPEED
LIMIT
85TH
PERCENTILE
SPEED
AVERAGE
SPEED
10 MPH
PACE
RANGE
PERCENT
OF
VEHICLES
IN PACE JUSTIFICATION / COMMENTS
CHRISTIAN BARRETT ROAD
SPRING RD TO
PEACH HILL RD 25 25 31.0 27.3 24-33 85.2 ESTABLISH AS “RESIDENCE DISTRICT” - CVC 515
(DOES NOT REQUIRE FUTURE E & T SURVEYS)
COLLINS DRIVE
UNIVERSITY DR TO
CAMPUS PARK DR 35 / 25* 35 39.6 35.9 33-42 89.7 NO CHANGE – 85TH PERCENTILE
CAMPUS PARK DR TO
ARROYO DR 35 35 41.2 36.8 33-42 88.0 NO CHANGE – 85TH PERCENTILE / CONSISTENCY-DENSE TRAFFIC
COMMERCE DRIVE
POINDEXTER AVE TO
GABBERT AVE 30 30 31.0 28.0 23-32 87.2 NO CHANGE – 85TH PERCENTILE
CONDOR DRIVE
PRINCETON AVE (N) TO
PRINCETON AVE (S) 30 /*25 30 32.8 28.4 25-34 76.2 NO CHANGE – 85TH PERCENTILE
COUNTRY HILL ROAD
COUNTRYWOOD DR TO
MOUNTAIN TRAIL DR 30 /*25 30 32.1 28.8 25-34 88.6 NO CHANGE – 85TH PERCENTILE
COUNTRYWOOD DRIVE
TIERRA REJADA RD TO
WOODHILL DR 35 /*25 35 38.9 35.7 32-41 92.7 NO CHANGE – 85TH PERCENTILE
ELK RUN LOOP
RIDGECREST DR TO
SPRING RD 35 35 38.5 34.6 32-41 86.2 NO CHANGE – 85TH PERCENTILE
GABBERT ROAD
ELWIN AVE TO
POINDEXTER AVE 30 30 33.7 30.3 27-36 91.5 NO CHANGE – 85TH PERCENTILE
POINDEXTER AVE TO
LOS ANGELES AVE 40 40 40.9 36.9 33-42 77.9 NO CHANGE – 85TH PERCENTILE
*25 mph When Children Present
3-2022
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STREET LOCATION
EXISTING
SPEED
LIMIT
RECOMMENDED
SPEED
LIMIT
85TH
PERCENTILE
SPEED
AVERAGE
SPEED
10 MPH
PACE
RANGE
PERCENT
OF
VEHICLES
IN PACE JUSTIFICATION / COMMENTS
HIGH STREET
SPRING RD TO
MOORPARK AVE 30 30 34.4 30.7 25-34 81.5 NO CHANGE – 85TH PERCENTILE
MERIDIAN HILLS DRIVE
WEST TERMINUS TO
WALNUT CANYON RD NP 35 41.9 36.8 33-42 76.0 POST & ESTABLISH – 85TH PERCENTILE / SIGHT DISTANCE
MILLER PARKWAY
LOS ANGELES AVE TO
PEACH HILL RD 40 / 25* 40 41.4 36.8 34-43 78.5 NO CHANGE – 85TH PERCENTILE
PEACH HILL RD TO
TIERRA REJADA RD 40 / 25* 40 42.2 37.3 32-41 77.6 NO CHANGE – 85TH PERCENTILE
MOORPARK AVENUE
LOS ANGELES AVE TO
SOUTH END 30 30 33.0 27.0 24-33 83.2 NO CHANGE – 85TH PERCENTILE
MOUNTAIN MEADOW DRIVE
WALNUT CREEK RD TO
TIERRA REJADA RD 30 /*25 30 33.2 29.8 25-34 89.0 NO CHANGE – 85TH PERCENTILE
TIERRA REJADA RD TO
MOUNTAIN TRAIL ST 30 30 36.4 33.0 29-38 83.5 NO CHANGE – 85TH PERCENTILE / LIMITED SIGHT DISTANCE
MOUNTAIN TRAIL STREET
WALNUT CREEK RD TO
TIERRA REJADA RD 30 /*25 30 34.8 30.0 26-35 81.4 NO CHANGE – 85TH PERCENTILE
TIERRA REJADA RD TO
MOUNTAIN MEADOW DR (S) 30 /*25 30 33.0 29.6 26-35 89.1 NO CHANGE – 85TH PERCENTILE
MOUNTAIN MEADOW DR (S) TO
WOODHILL DR 30 /*25 30 32.2 28.8 24-33 88.6 NO CHANGE – 85TH PERCENTILE
*25 mph When Children Present NP = Not Posted
3-2022
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STREET LOCATION
EXISTING
SPEED
LIMIT
RECOMMENDED
SPEED
LIMIT
85TH
PERCENTILE
SPEED
AVERAGE
SPEED
10 MPH
PACE
RANGE
PERCENT
OF
VEHICLES
IN PACE JUSTIFICATION / COMMENTS
PEACH HILL ROAD
MILLER PKWY TO
SPRING RD 35 / 25* 35 37.4 33.0 28-37 81.3 NO CHANGE – 85TH PERCENTILE
SPRING RD TO
MESA VERDE DR 40 40 42.8 39.2 36-45 83.2 NO CHANGE – 85TH PERCENTILE
MESA VERDE DR TO
TIERRA REJADA RD 35 /*25 35 36.9 33.2 30-39 84.0 NO CHANGE – 85TH PERCENTILE
POINDEXTER AVENUE
MOORPARK AVE TO
SIERRA AVE 40 / 25* 40 41.3 37.0 33-42 76.5 NO CHANGE – 85TH PERCENTILE
SIERRA AVE TO
GABBERT AVE 40 40 43.6 39.2 35-44 73.5 NO CHANGE – 85TH PERCENTILE
PRINCETON AVENUE
CAMPUS PARK DR TO
118 FWY (N) 40 40 40.8 37.0 32-41 84.7 NO CHANGE – 85TH PERCENTILE
118 FWY (N) TO
118 FWY (S) 40 40 43.4 39.6 36-45 81.8 NO CHANGE – 85TH PERCENTILE
118 FWY (S) TO
SPRING RD 40 40 44.6 41.4 38-47 86.3 NO CHANGE – 85TH PERCENTILE
RIDGECREST DRIVE
SPRING RD TO
HIGHTOP ST 35 EB 35 40.9 36.6 33-42 82.0 NO CHANGE – 85TH PERCENTILE / SIGHT DISTANCE –POST WB
SECOND STREET
SPRING RD TO
MOORPARK AVE 25 25 28.9 25.1 21-30 84.3 ESTABLISH AS "RESIDENCE DISTRICT" CVC 515
DOES NOT REQUIRE FUTURE E & T SURVEYS
*25 mph When Children Present
EB = Eastbound
NP = Not Posted
WB = Westbound 3-2022
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STREET LOCATION
EXISTING
SPEED
LIMIT
RECOMMENDED
SPEED
LIMIT
85TH
PERCENTILE
SPEED
AVERAGE
SPEED
10 MPH
PACE
RANGE
PERCENT
OF
VEHICLES
IN PACE JUSTIFICATION / COMMENTS
SPRING ROAD
WALNUT CANYON RD TO
ELK RUN LOOP 45 45 46.2 43.2 39-48 85.9 NO CHANGE – 85TH PERCENTILE
ELK RUN LOOP TO
HIGH ST 45 45 49.8 45.7 42-51 82.2 NO CHANGE – 85TH PERCENTILE
HIGH ST/PRINCETON TO
LOS ANGELES AVE 40 40 41.9 38.9 34-43 87.3 NO CHANGE – 85TH PERCENTILE
LOS ANGELES AVE TO
PEACH HILL RD 45 45 47.6 44.2 40-49 86.3 NO CHANGE – 85TH PERCENTILE
PEACH HILL RD TO
TIERRA REJADA RD 45 45 45.2 40.7 38-47 80.3 NO CHANGE – 85TH PERCENTILE
TIERRA REJADA ROAD
EAST CITY LIMITS TO
SPRING RD 45 45 48.3 44.3 40-49 71.5 NO CHANGE – 85TH PERCENTILE
SPRING RD TO
PEACH HILL RD 45 45 49.2 44.6 42-51 78.4 NO CHANGE – 85TH PERCENTILE
PEACH HILL RD TO
MOUNTAIN TRAIL ST 45 /*25 45 48.5 43.0 39-48 69.2 NO CHANGE – 85TH PERCENTILE
MOUNTAIN TRAIL ST TO
LOS ANGELES AVE 45 /*25 45 47.5 42.7 39-48 69.9 NO CHANGE – 85TH PERCENTILE
UNIVERSITY DRIVE
GRIFFIN LN TO
COLLINS DR 30 30 31.8 28.5 25-34 89.7 NO CHANGE – 85TH PERCENTILE
WALNUT CREEK ROAD
MOUNTAIN TRAIL ST TO
TIERRA REJADA RD 30 30 32.6 29.5 25-34 92.0 NO CHANGE –85TH PERCENTILE
TIERRA REJADA RD TO
MOUNTAIN MEADOW DR 35 35 39.3 35.3 32-41 86.1 NO CHANGE – 85TH PERCENTILE
*25 mph When Children Present 3-2022
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APPENDIX A
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C I T Y O F M O O R P A R K
ARROYO DRIVE EAST CITY LIMITS TO COLLINS DR
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:9:00 AM -9:50 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF VILLA ARROYO MOBILE PARK ENT
DATE OF SURVEY
85th PERCENTILE 43.6 MPH
10 MPH PACE 37 - 46 MPH
PERCENT IN PACE 91.2 %
POSTED SPEED LIMIT 40 MPH
30 MPH & 35 MPH (Advisory at Curves)
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1-2 LANES (near Collins WB) / 1 LANE (EB)
TRAFFIC CONTROLS STOP - COLLINS
CROSSWALKS NONE
PEDESTRIAN/BICYCLES NO / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER NARROW ROADWAY / PARALLES FWY AND METRO LINK
RxR XING
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of slight)
ROAD CONDITIONS POOR
SIDEWALKS/DRIVEWAYS NO / YES
STREET LIGHTING YES
OTHER SOLID DBL YELLOW CENTERLINE & PAINTED MEDIAN ISLAND
DIRT SHOULDERS (WB)
ADJACENT LAND USE MOBILE HOME PARK / METRO LINK / PARK-N-RIDE / 118 FWY
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Arroyo 2022-01
The recommended 40 mph speed limit is within 3.6 mph of the 85th percentile speed and meets CVC standards.
1.31
3,650
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
ARROYO DRIVE EAST CITY LIMITS TO COLLINS DR
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:9:00 AM -9:50 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 99.3%48 X 99.3%47 X 98.5%46 X 96.3%}PACE45X92.6%}PACE44X87.5%}PACE43X81.6%}PACE- - - - - - - - -85PCT42X71.3%}PACE41X58.8%}PACE40X47.8%}PACE- - - - - -MEAN39X33.8%}PACE38X21.3%}PACE37X10.3%}PACE- - - - - -15PCT36X5.1%35 X 2.2%34 X 0.7%33 X 0.0%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:46 MPH
LOWER LIMIT 10 MPH PACE:37 MPH 85th PERCENTILE SPEED:43.6 MPH
PERCENT OVER PACE:3.7 %MEDIAN SPEED:40.2 MPH
PERCENT IN PACE:91.2 %15th PERCENTILE SPEED:37.4 MPH
PERCENT UNDER PACE:5.1 %
Arroyo 2022-01
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233
C I T Y O F M O O R P A R K
ARROYO DRIVE EAST CITY LIMITS TO COLLINS DR
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:9:00 AM -9:50 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 X 1 0.7%100.0%0 0.0%99.3%X 1 0.7%99.3%X X X 3 2.2%98.5%X X X X X 5 3.7%96.3%45 X X X X X X X 7 5.1%92.6%X X X X X X X X 8 5.9%87.5%X X X X X X X X X X X X X X 14 10.3%81.6%X X X X X X X X X X X X X X X X X 17 12.5%71.3%X X X X X X X X X X X X X X X 15 11.0%58.8%40 X X X X X X X X X X X X X X X X X X X 19 14.0%47.8%X X X X X X X X X X X X X X X X X 17 12.5%33.8%X X X X X X X X X X X X X X X 15 11.0%21.3%X X X X X X X 7 5.1%10.3%X X X X 4 2.9%5.1%35 X X 2 1.5%2.2%X 1 0.7%0.7%0.0%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 136
UPPER LIMIT 10 MPH PACE:46 MPH
LOWER LIMIT 10 MPH PACE:37 MPH 85th PERCENTILE SPEED:43.6 MPH
PERCENT OVER PACE:3.7 %MEDIAN SPEED:40.2 MPH
PERCENT IN PACE:91.2 %15th PERCENTILE SPEED:37.4 MPH
PERCENT UNDER PACE:5.1 %
Arroyo 2022-01
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
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234
C I T Y O F M O O R P A R K
CAMPUS CANYON DRIVE BORGES DRiVE TO COLLINS DRIVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:3:30 PM -4:20 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF RAINS
DATE OF SURVEY
85th PERCENTILE 35.4 MPH
10 MPH PACE 27 - 36 MPH
PERCENT IN PACE 79.5 %
POSTED SPEED LIMIT 30 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - BORGES / COLLINS
CROSSWALKS AT MONROE (sch)
PEDESTRIAN/BICYCLES MANY / YES
TRUCK TRAFFIC NO
ON-STREET PARKING YES (Few)
OTHER HEAVY PEDESTRAINS NEAR COLLINS
BIKE ROUTE
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE GRADUAL - MODERATE UPHILL GRADE (NB)
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of slight)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE / DROPOFF CUTOUT (front of school)
NO PARKING TUES 2-4pm STREET SWEEPING
ADJACENT LAND USE RESIDENTIAL (non-fronting) / CAMPUS CANYON ELEMENTARY SCH & PARK
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Campus Cyn 2022-02
Campus Canyon Drive is a two lane roadway with a 30 mph speed limit. The adjacent land uses include residential (non-
fronting)and Campus Canyon Elementary School &Park.Field observations are heavy pedestrian traffic near school and
park area, designated bike route,gradual to moderate horizontal-vertical curves,and areas of limited sight distance.The
speed data revealed an 85th percentile of 35.4 mph and a 10 mph pace range of 27 to 36 mph. With the areas of limited sight
distance, it is recommended that the existing 30 mph be maintained.
0.48
1,100
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CAMPUS CANYON DRIVE BORGES DRiVE TO COLLINS DRIVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:3:30 PM -4:20 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 97.4%38 X 95.7%37 X 93.2%36 X 88.9%}PACE35X82.9%}PACE- - - - - - - - -85PCT34X77.8%}PACE33X71.8%}PACE32X62.4%}PACE31X53.8%}PACE30X43.6%}PACE- - - - - -MEAN29X30.8%}PACE28X23.1%}PACE27X14.5%}PACE- - - - - -15PCT26X9.4%25 X 3.4%24 X 1.7%23 X 0.9%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:36 MPH
LOWER LIMIT 10 MPH PACE:27 MPH 85th PERCENTILE SPEED:35.4 MPH
PERCENT OVER PACE:17.1 %MEDIAN SPEED:30.6 MPH
PERCENT IN PACE:79.5 %15th PERCENTILE SPEED:27.1 MPH
PERCENT UNDER PACE:9.4 %
Campus Cyn 2022-02
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236
C I T Y O F M O O R P A R K
CAMPUS CANYON DRIVE BORGES DRiVE TO COLLINS DRIVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:3:30 PM -4:20 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 X X X 3 2.6%100.0%X X 2 1.7%97.4%X X X 3 2.6%95.7%X X X X X 5 4.3%93.2%X X X X X X X 7 6.0%88.9%35 X X X X X X 6 5.1%82.9%X X X X X X X 7 6.0%77.8%X X X X X X X X X X X 11 9.4%71.8%X X X X X X X X X X 10 8.5%62.4%X X X X X X X X X X X X 12 10.3%53.8%30 X X X X X X X X X X X X X X X 15 12.8%43.6%X X X X X X X X X 9 7.7%30.8%X X X X X X X X X X 10 8.5%23.1%X X X X X X 6 5.1%14.5%X X X X X X X 7 6.0%9.4%25 X X 2 1.7%3.4%X 1 0.9%1.7%X 1 0.9%0.9%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 117
UPPER LIMIT 10 MPH PACE:36 MPH
LOWER LIMIT 10 MPH PACE:27 MPH 85th PERCENTILE SPEED:35.4 MPH
PERCENT OVER PACE:17.1 %MEDIAN SPEED:30.6 MPH
PERCENT IN PACE:79.5 %15th PERCENTILE SPEED:27.1 MPH
PERCENT UNDER PACE:9.4 %
Campus Cyn 2022-02
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
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237
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE BERAGAN ST TO COLLINS DR
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:10:00 AM -10:45 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF COLLINS
DATE OF SURVEY
85th PERCENTILE 43.0 MPH
10 MPH PACE 36 - 45 MPH
PERCENT IN PACE 83.2 %
POSTED SPEED LIMIT 40 MPH / *25 MPH
15 MPH (Advisory at Curve)
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - COLLINS / DELFEN
CROSSWALKS AT COLLINS / COLLEGE VIEW / DELFEN
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC FEW
ON-STREET PARKING NO STOPPING ANYTIME
OTHER PAINTED BIKE LANES (EB Only)
HEAVY LEFT TURNS WB ON TO COLLINS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE GRADUAL"C" (at Delfen) / BEND "L" (at Beragan)
LATERAL VISIBILITY FAIR
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS PARTIAL / FEW (WB) - YES / NO (EB)
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
NO SHOULDERS (WB)
ADJACENT LAND USE RESIDENTIAL (non-fronting) / GRIFFIN SENIOR PARK / MOORPARK COLLEGE
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Campus Park 2022-03
The recommended 40 mph speed limit is 3.0 mph below the newly measured 85th percentile speed and meets CVC standards.
0.33
3,700
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE BERAGAN ST TO COLLINS DR
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:10:00 AM -10:45 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 99.1%47 X 98.2%46 X 97.3%45 X 94.7%}PACE44X89.4%}PACE43X85.0%}PACE- - - - - - - - -85PCT42X80.5%}PACE41X74.3%}PACE40X66.4%}PACE39X54.9%}PACE38X41.6%}PACE- - - - - -MEAN37X31.0%}PACE36X18.6%}PACE35X11.5%- - - - - -15PCT34X6.2%33 X 1.8%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:45 MPH
LOWER LIMIT 10 MPH PACE:36 MPH 85th PERCENTILE SPEED:43.0 MPH
PERCENT OVER PACE:15.0 %MEDIAN SPEED:38.6 MPH
PERCENT IN PACE:83.2 %15th PERCENTILE SPEED:35.5 MPH
PERCENT UNDER PACE:11.5 %
Campus Park 2022-03
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Resolution No. 2022-_______
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239
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE BERAGAN ST TO COLLINS DR
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:10:00 AM -10:45 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%X 1 0.9%100.0%X 1 0.9%99.1%X 1 0.9%98.2%X X X 3 2.7%97.3%45 X X X X X X 6 5.3%94.7%X X X X X 5 4.4%89.4%X X X X X 5 4.4%85.0%X X X X X X X 7 6.2%80.5%X X X X X X X X X 9 8.0%74.3%40 X X X X X X X X X X X X X 13 11.5%66.4%X X X X X X X X X X X X X X X 15 13.3%54.9%X X X X X X X X X X X X 12 10.6%41.6%X X X X X X X X X X X X X X 14 12.4%31.0%X X X X X X X X 8 7.1%18.6%35 X X X X X X 6 5.3%11.5%X X X X X 5 4.4%6.2%X X 2 1.8%1.8%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 113
UPPER LIMIT 10 MPH PACE:45 MPH
LOWER LIMIT 10 MPH PACE:36 MPH 85th PERCENTILE SPEED:43.0 MPH
PERCENT OVER PACE:15.0 %MEDIAN SPEED:38.6 MPH
PERCENT IN PACE:83.2 %15th PERCENTILE SPEED:35.5 MPH
PERCENT UNDER PACE:11.5 %
Campus Park 2022-03
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 34
240
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE COLLINS DR TO MARQUETTE ST
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:10:50 AM -11:20 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF COLLINS
DATE OF SURVEY
85th PERCENTILE 41.0 MPH
10 MPH PACE 34 - 43 MPH
PERCENT IN PACE 90.1 %
POSTED SPEED LIMIT 40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - COLLINS / STOP - MARQUETTE
CROSSWALKS AT COLLINS / MARGUETTE (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC FEW
ON-STREET PARKING NO STOPPING ANYTIME
OTHER PAINTED BIKE LANES
AREAS OF RED CURB
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE NONE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (F+NF) / COMMERCIAL & GAS STATION (at Collins)
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
F+NF = FRONTING AND NON-FRONTING File:Campus Park 2022-04
The recommended 40 mph speed limit is within 1.0 mph of the 85th percentile speed and meets CVC standards.
0.22
4,600
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE COLLINS DR TO MARQUETTE ST
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:10:50 AM -11:20 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 99.2%44 X 96.7%43 X 94.2%}PACE42X90.1%}PACE41X85.1%}PACE40X78.5%}PACE- - - - - - - - -85PCT39X69.4%}PACE38X57.9%}PACE37X42.1%}PACE- - - - - -MEAN36X31.4%}PACE35X22.3%}PACE34X12.4%}PACE- - - - - -15PCT33X4.1%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:43 MPH
LOWER LIMIT 10 MPH PACE:34 MPH 85th PERCENTILE SPEED:41.0 MPH
PERCENT OVER PACE:9.9 %MEDIAN SPEED:37.5 MPH
PERCENT IN PACE:90.1 %15th PERCENTILE SPEED:34.3 MPH
PERCENT UNDER PACE:4.1 %
Campus Park 2022-04
HCI
Resolution No. 2022-_______
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242
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE COLLINS DR TO MARQUETTE ST
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:10:50 AM -11:20 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%X 1 0.8%100.0%45 X X X 3 2.5%99.2%X X X 3 2.5%96.7%X X X X X 5 4.1%94.2%X X X X X X 6 5.0%90.1%X X X X X X X X 8 6.6%85.1%40 X X X X X X X X X X X 11 9.1%78.5%X X X X X X X X X X X X X X 14 11.6%69.4%X X X X X X X X X X X X X X X X X X X 19 15.7%57.9%X X X X X X X X X X X X X 13 10.7%42.1%X X X X X X X X X X X 11 9.1%31.4%35 X X X X X X X X X X X X 12 9.9%22.3%X X X X X X X X X X 10 8.3%12.4%X X X X X 5 4.1%4.1%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 121
UPPER LIMIT 10 MPH PACE:43 MPH
LOWER LIMIT 10 MPH PACE:34 MPH 85th PERCENTILE SPEED:41.0 MPH
PERCENT OVER PACE:9.9 %MEDIAN SPEED:37.5 MPH
PERCENT IN PACE:90.1 %15th PERCENTILE SPEED:34.3 MPH
PERCENT UNDER PACE:4.1 %
Campus Park 2022-04
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
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243
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE MARQUETTE ST TO PRINCETON AVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:11:25 AM -12:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF PENN
DATE OF SURVEY
85th PERCENTILE 47.2 MPH
10 MPH PACE 40 - 49 MPH
PERCENT IN PACE 80.2 %
POSTED SPEED LIMIT 45 MPH
ELECTRONIC RADAR SPEED FEEDBACK (EB)
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS STOP - MARQUETTE
CROSSWALKS AT MARQUETTE (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC FEW
ON-STREET PARKING PARTIAL (Parking EB Penn to Marquette)
OTHER NO PARKING ANYTIME (Areas of)
NO PARKING 1st-3rd TUES, STREET SWEEPING
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UPHILL GRADE (WB)
HORIZONTAL CURVE GRADUAL "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE
ROAD CONDITIONS POOR
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
BUS STOPS / PAINTED BIKE LANES
ADJACENT LAND USE RESIDENTIAL (Non-Fronting)
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
F+NF = FRONTING AND NON-FRONTING File:Campus Park 2022-05
The recommended 45 mph speed limit is within 2.2 mph of the 85th percentile speed and meets CVC standards.
0.59
3,550
ENGINEERING AND TRAFFIC SURVEY
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Resolution No. 2022-_______
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE MARQUETTE ST TO PRINCETON AVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:11:25 AM -12:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 98.4%50 X 96.8%49 X 92.9%}PACE48X88.9%}PACE47X84.1%}PACE- - - - - - - - -85PCT46X76.2%}PACE45X65.9%}PACE44X54.0%}PACE43X44.4%}PACE- - - - - -MEAN42X37.3%}PACE41X24.6%}PACE40X19.0%}PACE39X12.7%- - - - - -15PCT38X8.7%37 X 4.0%36 X 1.6%35 X 0.0%34 X 0.0%33 X 0.0%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:49 MPH
LOWER LIMIT 10 MPH PACE:40 MPH 85th PERCENTILE SPEED:47.2 MPH
PERCENT OVER PACE:15.9 %MEDIAN SPEED:43.6 MPH
PERCENT IN PACE:80.2 %15th PERCENTILE SPEED:39.4 MPH
PERCENT UNDER PACE:12.7 %
Campus Park 2022-05
HCI
Resolution No. 2022-_______
Page 39
245
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE MARQUETTE ST TO PRINCETON AVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:11:25 AM -12:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%X X 2 1.6%100.0%X X 2 1.6%98.4%50 X X X X X 5 4.0%96.8%X X X X X 5 4.0%92.9%X X X X X X 6 4.8%88.9%X X X X X X X X X X 10 7.9%84.1%X X X X X X X X X X X X X 13 10.3%76.2%45 X X X X X X X X X X X X X X X 15 11.9%65.9%X X X X X X X X X X X X 12 9.5%54.0%X X X X X X X X X 9 7.1%44.4%X X X X X X X X X X X X X X X X 16 12.7%37.3%X X X X X X X 7 5.6%24.6%40 X X X X X X X X 8 6.3%19.0%X X X X X 5 4.0%12.7%X X X X X X 6 4.8%8.7%X X X 3 2.4%4.0%X X 2 1.6%1.6%35 0.0%0.0%0.0%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 126
UPPER LIMIT 10 MPH PACE:49 MPH
LOWER LIMIT 10 MPH PACE:40 MPH 85th PERCENTILE SPEED:47.2 MPH
PERCENT OVER PACE:15.9 %MEDIAN SPEED:43.6 MPH
PERCENT IN PACE:80.2 %15th PERCENTILE SPEED:39.4 MPH
PERCENT UNDER PACE:12.7 %
Campus Park 2022-05
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 40
246
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE PRINCETON AVE TO WEST END
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:12:30 PM -1:15 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF LOYOLA
DATE OF SURVEY
85th PERCENTILE 37.1 MPH
10 MPH PACE 28 - 37 MPH
PERCENT IN PACE 82.0 %
POSTED SPEED LIMIT 35 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS NONE
CROSSWALKS NONE
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER PAINTED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE CONSTANT SLIGHT-GRADUAL UPHILL GRADE (WB)
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE
ROAD CONDITIONS POOR
SIDEWALKS/DRIVEWAYS YES / FEW (EB) - PARTIAL / NO (WB)
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE AND PAINTED LEFT MEDIAN
ADJACENT LAND USE RESIDENTIAL (non-fronting) / RUSTIC CANYON GOLF COURSE (at end)
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Campus Park 2022-06
The recommended 35 mph speed limit is 2.1 mph below the newly measured 85th percentile speed and meets CVC standards.
0.27
950
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE PRINCETON AVE TO WEST END
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:12:30 PM -1:15 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 99.1%44 X 99.1%43 X 98.2%42 X 97.3%41 X 96.4%40 X 94.6%39 X 92.8%38 X 88.3%37 X 84.7%}PACE- - - - - - - - -85PCT36X79.3%}PACE35X70.3%}PACE34X58.6%}PACE33X46.8%}PACE- - - - - -MEAN32X36.9%}PACE31X30.6%}PACE30X23.4%}PACE29X16.2%}PACE28X9.0%}PACE- - - - - -15PCT27X2.7%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:37 MPH
LOWER LIMIT 10 MPH PACE:28 MPH 85th PERCENTILE SPEED:37.1 MPH
PERCENT OVER PACE:15.3 %MEDIAN SPEED:33.3 MPH
PERCENT IN PACE:82.0 %15th PERCENTILE SPEED:28.8 MPH
PERCENT UNDER PACE:2.7 %
Campus Park 2022-06
HCI
Resolution No. 2022-_______
Page 42
248
C I T Y O F M O O R P A R K
CAMPUS PARK DRIVE PRINCETON AVE TO WEST END
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:12:30 PM -1:15 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%X 1 0.9%100.0%45 0 0.0%99.1%X 1 0.9%99.1%X 1 0.9%98.2%X 1 0.9%97.3%X X 2 1.8%96.4%40 X X 2 1.8%94.6%X X X X X 5 4.5%92.8%X X X X 4 3.6%88.3%X X X X X X 6 5.4%84.7%X X X X X X X X X X 10 9.0%79.3%35 X X X X X X X X X X X X X 13 11.7%70.3%X X X X X X X X X X X X X 13 11.7%58.6%X X X X X X X X X X X 11 9.9%46.8%X X X X X X X 7 6.3%36.9%X X X X X X X X 8 7.2%30.6%30 X X X X X X X X 8 7.2%23.4%X X X X X X X X 8 7.2%16.2%X X X X X X X 7 6.3%9.0%X X X 3 2.7%2.7%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 111
UPPER LIMIT 10 MPH PACE:37 MPH
LOWER LIMIT 10 MPH PACE:28 MPH 85th PERCENTILE SPEED:37.1 MPH
PERCENT OVER PACE:15.3 %MEDIAN SPEED:33.3 MPH
PERCENT IN PACE:82.0 %15th PERCENTILE SPEED:28.8 MPH
PERCENT UNDER PACE:2.7 %
Campus Park 2022-06
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 43
249
C I T Y O F M O O R P A R K
CEDAR SPRINGS STREET MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:12:15 PM -1:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF HONEYBROOK
DATE OF SURVEY
85th PERCENTILE 35.3 MPH
10 MPH PACE 27 - 36 MPH
PERCENT IN PACE 83.0 %
POSTED SPEED LIMIT 30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - MOUNTAIN TRAIL / MOUNTAIN MEDADOW
CROSSWALKS AT MOUNTAIN TRAIL (sch)
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE GRADUAL DOWNHILL GRADE (NB)
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / FIRE STATION
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Cedar 2022-07
This section of Cedar Springs Street is a two lane roadway. The posted speed limit is 30 mph.Field observations include the
land uses are residential non-fronting and a fire station,the roadway has gradual to moderate horizontal/vertical curves,and
areas of limited sight distance.The speed study shows an 85th percentile speed of 35.3 mph and a 10 mph pace range of 27
to 36 mph. With that and the areas of limited sight distance, it is recommended that the existing 30 mph speed limit remain.
0.28
500
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CEDAR SPRINGS STREET MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:12:15 PM -1:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 97.3%38 X 94.6%37 X 90.2%36 X 87.5%}PACE35X83.9%}PACE- - - - - - - - -85PCT34X77.7%}PACE33X68.8%}PACE32X58.9%}PACE31X46.4%}PACE- - - - - -MEAN30X34.8%}PACE29X25.0%}PACE28X16.1%}PACE27X9.8%}PACE- - - - - -15PCT26X4.5%25 X 0.9%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:36 MPH
LOWER LIMIT 10 MPH PACE:27 MPH 85th PERCENTILE SPEED:35.3 MPH
PERCENT OVER PACE:16.1 %MEDIAN SPEED:31.3 MPH
PERCENT IN PACE:83.0 %15th PERCENTILE SPEED:27.8 MPH
PERCENT UNDER PACE:4.5 %
Cedar 2022-07
HCI
Resolution No. 2022-_______
Page 45
251
C I T Y O F M O O R P A R K
CEDAR SPRINGS STREET MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:12:15 PM -1:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 X X X 3 2.7%100.0%X X X 3 2.7%97.3%X X X X X 5 4.5%94.6%X X X 3 2.7%90.2%X X X X 4 3.6%87.5%35 X X X X X X X 7 6.3%83.9%X X X X X X X X X X 10 8.9%77.7%X X X X X X X X X X X 11 9.8%68.8%X X X X X X X X X X X X X X 14 12.5%58.9%X X X X X X X X X X X X X 13 11.6%46.4%30 X X X X X X X X X X X 11 9.8%34.8%X X X X X X X X X X 10 8.9%25.0%X X X X X X X 7 6.3%16.1%X X X X X X 6 5.4%9.8%X X X X 4 3.6%4.5%25 X 1 0.9%0.9%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 112
UPPER LIMIT 10 MPH PACE:36 MPH
LOWER LIMIT 10 MPH PACE:27 MPH 85th PERCENTILE SPEED:35.3 MPH
PERCENT OVER PACE:16.1 %MEDIAN SPEED:31.3 MPH
PERCENT IN PACE:83.0 %15th PERCENTILE SPEED:27.8 MPH
PERCENT UNDER PACE:4.5 %
Cedar 2022-07
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 46
252
C I T Y O F M O O R P A R K
CHAMPIONSHIP DRIVE WALNUT CANYON RD TO GRIMES RD
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:9:00 AM -10:00 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF SNEAD
DATE OF SURVEY
85th PERCENTILE 47.7 MPH
10 MPH PACE 38 - 47 MPH
PERCENT IN PACE 72.9 %
POSTED SPEED LIMIT 45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - WALNUT CANYON / COUNTRY CLUB / GRIMES CANYON / AUGUSTA-TREVINO
CROSSWALKS AT AUGUSTA-TREVINO
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC NO (Local Deliveries Only)
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE CONSTANT GRADUAL-MODERATE UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES (EB) / NO
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE
RADAR SPEED FEEDBACK SIGN (WB)
ADJACENT LAND USE RESIDENTIAL (NF) / EQUESTRAIN TRAILS / COUNTRY CLUBHOUSE / GOLF COURSE
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Championship 2022-08
(NF) = Non-Fronting
The recommended 45 mph speed limit is within 2.7 mph of the 85th percentile speed and meets CVC standards.
1.74
1,350
ENGINEERING AND TRAFFIC SURVEY
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CHAMPIONSHIP DRIVE WALNUT CANYON RD TO GRIMES RD
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:9:00 AM -10:00 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 99.2%51 X 98.4%50 X 95.3%49 X 89.9%48 X 86.0%47 X 82.9%}PACE- - - - - - - - -85PCT46X76.7%}PACE45X71.3%}PACE44X60.5%}PACE43X53.5%}PACE42X45.0%}PACE- - - - - -MEAN41X38.0%}PACE40X32.6%}PACE39X23.3%}PACE38X15.5%}PACE37X10.1%- - - - - -15PCT36X5.4%35 X 3.9%34 X 0.8%33 X 0.0%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:47 MPH
LOWER LIMIT 10 MPH PACE:38 MPH 85th PERCENTILE SPEED:47.7 MPH
PERCENT OVER PACE:17.1 %MEDIAN SPEED:42.6 MPH
PERCENT IN PACE:72.9 %15th PERCENTILE SPEED:37.9 MPH
PERCENT UNDER PACE:10.1 %
Championship 2022-08
HCI
Resolution No. 2022-_______
Page 48
254
C I T Y O F M O O R P A R K
CHAMPIONSHIP DRIVE WALNUT CANYON RD TO GRIMES RD
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:9:00 AM -10:00 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%X 1 0.8%100.0%X 1 0.8%99.2%X X X X 4 3.1%98.4%50 X X X X X X X 7 5.4%95.3%X X X X X 5 3.9%89.9%X X X X 4 3.1%86.0%X X X X X X X X 8 6.2%82.9%X X X X X X X 7 5.4%76.7%45 X X X X X X X X X X X X X X 14 10.9%71.3%X X X X X X X X X 9 7.0%60.5%X X X X X X X X X X X 11 8.5%53.5%X X X X X X X X X 9 7.0%45.0%X X X X X X X 7 5.4%38.0%40 X X X X X X X X X X X X 12 9.3%32.6%X X X X X X X X X X 10 7.8%23.3%X X X X X X X 7 5.4%15.5%X X X X X X 6 4.7%10.1%X X 2 1.6%5.4%35 X X X X 4 3.1%3.9%X 1 0.8%0.8%0.0%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 129
UPPER LIMIT 10 MPH PACE:47 MPH
LOWER LIMIT 10 MPH PACE:38 MPH 85th PERCENTILE SPEED:47.7 MPH
PERCENT OVER PACE:17.1 %MEDIAN SPEED:42.6 MPH
PERCENT IN PACE:72.9 %15th PERCENTILE SPEED:37.9 MPH
PERCENT UNDER PACE:10.1 %
Championship 2022-08
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
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255
C I T Y O F M O O R P A R K
CHARLES STREET MOORPARK AVE TO HEDYLAND CT
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:3:55 PM -5:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF BARD
DATE OF SURVEY
85th PERCENTILE 28.3 MPH
10 MPH PACE 20 - 29 MPH
PERCENT IN PACE 88.0 %
POSTED SPEED LIMIT 25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 3
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - SPRING / STOP - MOORPARK / WALNUT CANYON
CROSSWALKS AT WALNUT / SPRING
PEDESTRIAN/BICYCLES YES / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING HEAVY
OTHER NO PKNG THURS 8am-5pm (STREET SWEEPING)
20 MIN. LOADING ZONE CUTOUT W/YELLOW CURB AT 344 CHARLES
WATCH DOWNHILL SPEED SIGNS (WB)
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL AND GRADUAL UPHILL EB EAST OF SPRING
HORIZONTAL CURVE SLIGHT-GRADUAL"S" CURVES EAST OF SPRING
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of slightl)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / MANY
STREET LIGHTING YES
OTHER YELLOW SINGLE DASHED CENTERLINE (W.OF SPRING)
COMMERCIAL VEHICLES OVER 3 TONS PROHIBITTED
ADJACENT LAND USE RESIDENTIAL (facing) / SENIOR LIVING COMPLEX / MAGNOLIA PARK
RECOMMENDED SPEED LIMIT 25 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Charles 2022-09
The recommended 25 mph speed limit is within 3.3 mph of the 85th percentile speed and meets CVC standards.
0.65
950
ENGINEERING AND TRAFFIC SURVEY
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Resolution No. 2022-_______
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CHARLES STREET MOORPARK AVE TO HEDYLAND CT
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:3:55 PM -5:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 100.0%36 X 100.0%35 X 100.0%34 X 100.0%33 X 100.0%32 X 97.0%31 X 96.0%30 X 93.0%29 X 92.0%}PACE28X82.0%}PACE- - - - - - - - -85PCT27X75.0%}PACE26X64.0%}PACE25X54.0%}PACE24X37.0%}PACE- - - - - -MEAN23X25.0%}PACE22X16.0%}PACE21X9.0%}PACE- - - - - -15PCT20X6.0%}PACE19X4.0%18 X 3.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:29 MPH
LOWER LIMIT 10 MPH PACE:20 MPH 85th PERCENTILE SPEED:28.3 MPH
PERCENT OVER PACE:8.0 %MEDIAN SPEED:24.8 MPH
PERCENT IN PACE:88.0 %15th PERCENTILE SPEED:21.9 MPH
PERCENT UNDER PACE:4.0 %
Charles 2022-09
HCI
Resolution No. 2022-_______
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257
C I T Y O F M O O R P A R K
CHARLES STREET MOORPARK AVE TO HEDYLAND CT
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:3:55 PM -5:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%100.0%100.0%100.0%35 100.0%100.0%X X X 3 3.0%100.0%X 1 1.0%97.0%X X X 3 3.0%96.0%30 X 1 1.0%93.0%X X X X X X X X X X 10 10.0%92.0%X X X X X X X 7 7.0%82.0%X X X X X X X X X X X 11 11.0%75.0%X X X X X X X X X X 10 10.0%64.0%25 X X X X X X X X X X X X X X X X X 17 17.0%54.0%X X X X X X X X X X X X 12 12.0%37.0%X X X X X X X X X 9 9.0%25.0%X X X X X X X 7 7.0%16.0%X X X 3 3.0%9.0%20 X X 2 2.0%6.0%X 1 1.0%4.0%X X X 3 3.0%3.0%0.0%0.0%15 0.0%TOTAL VEHICLES 100
UPPER LIMIT 10 MPH PACE:29 MPH
LOWER LIMIT 10 MPH PACE:20 MPH 85th PERCENTILE SPEED:28.3 MPH
PERCENT OVER PACE:8.0 %MEDIAN SPEED:24.8 MPH
PERCENT IN PACE:88.0 %15th PERCENTILE SPEED:21.9 MPH
PERCENT UNDER PACE:4.0 %
Charles 2022-09
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 52
258
C I T Y O F M O O R P A R K
CHRISTIAN BARRETT DRIVE SPRING ST TO PEACH HILL RD
DATE:SURVEY BY:C. BUENDIA
TIME:CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF CEDAR PINE
DATE OF SURVEY
85th PERCENTILE 31.0 MPH
10 MPH PACE 24 - 33 MPH
PERCENT IN PACE 85.2 %
POSTED SPEED LIMIT 25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - PEACH HILL / TRAILCREST / N.CEDARPINE / SOUTHHAMPTON / SPRING
CROSSWALKS AT PEACH HILL (sch) / TRAILCREST (sch) / N.CEDARPINE (sch)
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING YES (heavy)
OTHER NO PARKING 1st-3rd TUES, STREET SWEEPING
AREAS OF NO PARKING ANYTIME
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP-DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / YES
STREET LIGHTING YES
OTHER PARTIAL DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL / PEACH HILL ELEMENTARY SCHOOL & PARK
RECOMMENDED SPEED LIMIT 25 MPH
SPEED LIMIT CHANGE ESTABLISHED AS "RESIDENCE DISTRICT" CVC 515 IN 2013 ENGINEERING SURVEY
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Christian Barrett 2013-10
(nf) non-fronting
Christian Barrett Drive is a two lane residential roadway with heavy on-street parking, and Peach Hill Elementary School and
Park at Peach Hill Road.Although the 85th percentile speed is 31.0 mph,the need to retain the CVC defined lower speed is
based on (1),55 single-family dwellings in a 0.47 section between Cedar Pine and South Hampton and,(2)heavy direct
access driveways,and (3)heavy pedestrian traffic near elementary school. This segment meets the requirement for the CVC
515 "Residence District".In 2013,this segment of Christian Barrett Drive was established as a Residence District"and no
longer needs to be included in future speed studies.
0.80
850
ENGINEERING AND TRAFFIC SURVEY
2/12/2022
8:30 - 9:15 AM & 1:00 -1:45 PM
2/12/2022HCI
Resolution No. 2022-_______
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259
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CHRISTIAN BARRETT DRIVE SPRING ST TO PEACH HILL RD
DATE:2/12/2022 SURVEY BY:C. BUENDIA
TIME:CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 100.0%36 X 98.8%35 X 97.5%34 X 95.1%33 X 93.8%}PACE32X88.9%}PACE31X85.2%}PACE30X80.2%}PACE- - - - - - - - 85PCT29X71.6%}PACE28X61.7%}PACE27X44.4%}PACE- - - - - -MEAN26X35.8%}PACE25X27.2%}PACE24X13.6%}PACE- - - - - -15PCT23X8.6%22 X 3.7%21 X 1.2%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:33 MPH
LOWER LIMIT 10 MPH PACE:24 MPH 85th PERCENTILE SPEED:31.0 MPH
PERCENT OVER PACE:11.1 %MEDIAN SPEED:27.3 MPH
PERCENT IN PACE:85.2 %15th PERCENTILE SPEED:24.1 MPH
PERCENT UNDER PACE:8.6 %
Christian Barrett 2013-10
8:30 - 9:15 AM & 1:00 -1:45 PM
HCI
Resolution No. 2022-_______
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260
C I T Y O F M O O R P A R K
CHRISTIAN BARRETT DRIVE SPRING ST TO PEACH HILL RD
DATE:2/12/2022 SURVEY BY:C. BUENDIA
TIME:8:30 - 9:15 AM & 1:00 -1:45 PM-12:00 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%100.0%X 1 1.2%100.0%X 1 1.2%98.8%35 X X 2 2.5%97.5%X 1 1.2%95.1%X X X X 4 4.9%93.8%X X X 3 3.7%88.9%X X X X 4 4.9%85.2%30 X X X X X X X 7 8.6%80.2%X X X X X X X X 8 9.9%71.6%X X X X X X X X X X X X X X 14 17.3%61.7%X X X X X X X 7 8.6%44.4%X X X X X X X 7 8.6%35.8%25 X X X X X X X X X X X 11 13.6%27.2%X X X X 4 4.9%13.6%X X X X 4 4.9%8.6%X X 2 2.5%3.7%X 1 1.2%1.2%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 81
UPPER LIMIT 10 MPH PACE:33 MPH
LOWER LIMIT 10 MPH PACE:24 MPH 85th PERCENTILE SPEED:31.0 MPH
PERCENT OVER PACE:11.1 %MEDIAN SPEED:27.3 MPH
PERCENT IN PACE:85.2 %15th PERCENTILE SPEED:24.1 MPH
PERCENT UNDER PACE:8.6 %
Christian Barrett 2013-10
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 55
261
C I T Y O F M O O R P A R K
COLLINS DRIVE UNIVERSITY DR ( E) TO CAMPUS PARK DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:9:00 AM -9:45 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF SHAKESPEAR
DATE OF SURVEY
85th PERCENTILE 39.6 MPH
10 MPH PACE 33 - 42 MPH
PERCENT IN PACE 89.7 %
POSTED SPEED LIMIT 35 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE (SB) / 2 LANES (NB)
TRAFFIC CONTROLS SIGNAL - CAMPUS PARK / 118 WB OFF RAMP / UNIVERSITY
CROSSWALKS AT CAMPUS PARK / UNIVERSITY
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC FEW
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
SPEED CHECKED BY RADAR SIGNS POSTED
ELECTRONIC DIGITAL RADAR SPEED FEEDBACK (SB)
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UPHILL GRADE (NB)
HORIZONTAL CURVE MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Many areas of)
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER PAINTED MEDIAN ISLAND
BUS PULL-OUT (SB)
ADJACENT LAND USE RESIDENTIAL (NF) / MOORPARK COLLEGE / PARK / GRASS BELTWAY (NB) / CHURCH
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Collins 2022-11
(NF) = Non-Fronting
The recommended 35 mph speed limit is within 4.6 mph of the 85th percentile speed and meets CVC standards.
0.68
1,400
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
HCI
Resolution No. 2022-_______
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262
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
COLLINS DRIVE UNIVERSITY DR ( E) TO CAMPUS PARK DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:9:00 AM -9:45 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 98.3%43 X 95.7%42 X 93.1%}PACE41X91.4%}PACE40X87.1%}PACE39X81.9%}PACE- - - - - - - - -85PCT38X73.3%}PACE37X63.8%}PACE36X51.7%}PACE35X35.3%}PACE- - - - - -MEAN34X21.6%}PACE33X11.2%}PACE- - - - - -15PCT32X3.4%31 X 1.7%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:39.6 MPH
PERCENT OVER PACE:8.6 %MEDIAN SPEED:35.9 MPH
PERCENT IN PACE:89.7 %15th PERCENTILE SPEED:33.4 MPH
PERCENT UNDER PACE:3.4 %
Collins 2022-11
HCI
Resolution No. 2022-_______
Page 57
263
C I T Y O F M O O R P A R K
COLLINS DRIVE UNIVERSITY DR ( E) TO CAMPUS PARK DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:9:00 AM -9:45 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 X X 2 1.7%100.0%X X X 3 2.6%98.3%X X X 3 2.6%95.7%X X 2 1.7%93.1%X X X X X 5 4.3%91.4%40 X X X X X X 6 5.2%87.1%X X X X X X X X X X 10 8.6%81.9%X X X X X X X X X X X 11 9.5%73.3%X X X X X X X X X X X X X X 14 12.1%63.8%X X X X X X X X X X X X X X X X X X X 19 16.4%51.7%35 X X X X X X X X X X X X X X X X 16 13.8%35.3%X X X X X X X X X X X X 12 10.3%21.6%X X X X X X X X X 9 7.8%11.2%X X 2 1.7%3.4%X X 2 1.7%1.7%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 116
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:39.6 MPH
PERCENT OVER PACE:8.6 %MEDIAN SPEED:35.9 MPH
PERCENT IN PACE:89.7 %15th PERCENTILE SPEED:33.4 MPH
PERCENT UNDER PACE:3.4 %
Collins 2022-11
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 58
264
C I T Y O F M O O R P A R K
COLLINS DRIVE CAMPUS PARK DR TO ARROYO DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:9:45 AM -10:15 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF CAMPUS PARK
DATE OF SURVEY
85th PERCENTILE 41.2 MPH
10 MPH PACE 33 - 42 MPH
PERCENT IN PACE 88.0 %
POSTED SPEED LIMIT 35 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - CAMPUS PARK / 118 WB OFF & ON RAMPS / ARROYO
CROSSWALKS AT CAMPUS PARK
PEDESTRIAN/BICYCLES NO / NO
TRUCK TRAFFIC FEW
ON-STREET PARKING NO STOPPING ANYTIME
OTHER SHORT DISTANCE BTWN INTERSECTIONS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE NONE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER PAINTED MEDIAN ISLAND
ADJACENT LAND USE BUSINESS / 118 FWY
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Collins 2022-12
This section of Collins Drive is a four lane roadway that provides access to the 118 freeway.Our field observations include
posted speed limit of 35 mph, a 0.25 mile segment with short distances between traffic controls,and has dense traffic at the
freeway on and off ramps. The speed survey resulted with an 85th percentile speed of 41.2 mph and a 10 mph pace range of
33 to 42 mph.Although,the speed data may suggest a higher speed,due to traffic activity,distance between signals and
keeping consistency with the adjacent segment, it is recommended to maintain the existing 35 mph.
0.25
9,000
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
HCI
Resolution No. 2022-_______
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265
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
COLLINS DRIVE CAMPUS PARK DR TO ARROYO DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:9:45 AM -10:15 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 98.3%43 X 94.9%42 X 90.6%}PACE41X83.8%}PACE- - - - - - - - -85PCT40X77.8%}PACE39X70.1%}PACE38X61.5%}PACE37X52.1%}PACE36X39.3%}PACE- - - - - -MEAN35X25.6%}PACE34X15.4%}PACE33X7.7%}PACE- - - - - -15PCT32X2.6%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:41.2 MPH
PERCENT OVER PACE:9.4 %MEDIAN SPEED:36.8 MPH
PERCENT IN PACE:88.0 %15th PERCENTILE SPEED:34.0 MPH
PERCENT UNDER PACE:2.6 %
Collins 2022-12
HCI
Resolution No. 2022-_______
Page 60
266
C I T Y O F M O O R P A R K
COLLINS DRIVE CAMPUS PARK DR TO ARROYO DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:9:45 AM -10:15 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 X X 2 1.7%100.0%X X X X 4 3.4%98.3%X X X X X 5 4.3%94.9%X X X X X X X X 8 6.8%90.6%X X X X X X X 7 6.0%83.8%40 X X X X X X X X X 9 7.7%77.8%X X X X X X X X X X 10 8.5%70.1%X X X X X X X X X X X 11 9.4%61.5%X X X X X X X X X X X X X X X 15 12.8%52.1%X X X X X X X X X X X X X X X X 16 13.7%39.3%35 X X X X X X X X X X X X 12 10.3%25.6%X X X X X X X X X 9 7.7%15.4%X X X X X X 6 5.1%7.7%X X X 3 2.6%2.6%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 117
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:41.2 MPH
PERCENT OVER PACE:9.4 %MEDIAN SPEED:36.8 MPH
PERCENT IN PACE:88.0 %15th PERCENTILE SPEED:34.0 MPH
PERCENT UNDER PACE:2.6 %
Collins 2022-12
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 61
267
C I T Y O F M O O R P A R K
COMMERCE DRIVE POINDEXTER AVE TO GABBERT AVE
DATE:SURVEY BY:C. BUENDIA
TIME:CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF POINDEXTER
DATE OF SURVEY 2/7/2022 & 2/10/2022
85th PERCENTILE 31.0 MPH
10 MPH PACE 23 - 32 MPH
PERCENT IN PACE 87.2 %
POSTED SPEED LIMIT 30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - POINDEXTER / GABBERT
CROSSWALKS NONE
PEDESTRIAN/BICYCLES FEW / NO
TRUCK TRAFFIC YES
ON-STREET PARKING YES
OTHER NO PARKING 10pM-5am (SB)
SOME AREAS OF RED CURB
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE GRADUAL "L" SHAPE BEND
LATERAL VISIBILITY GOOD (Limited at Bend)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS NO / MANY
STREET LIGHTING YES
OTHER
ADJACENT LAND USE INDUSTRIAL / BUSINESS
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Commerce 2022-13
NF = Non-Fronting
The recommended 30 mph speed limit is within m 1.0 mph of the 85th percentile speed and meets CVC standards.
0.36
800
ENGINEERING AND TRAFFIC SURVEY
2/7/2022 & 2/10/2022
3:00-4:00 PM & 12:00-12:45 PM
HCI
Resolution No. 2022-_______
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268
RADAR SPEED DISTRIBUTION SHEET 1930
C I T Y O F M O O R P A R K
COMMERCE DRIVE POINDEXTER AVE TO GABBERT AVE
DATE:2/7/2022 & 2/10/2022 SURVEY BY:C. BUENDIA
TIME:3:00-4:00 PM & 12:00-12:45 PM-12:00 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 98.8%37 X 98.8%36 X 97.7%35 X 96.5%34 X 94.2%33 X 91.9%32 X 90.7%}PACE31X84.9%}PACE- - - - - - - - -85PCT30X74.4%}PACE29X61.6%}PACE28X50.0%}PACE- - - - - -MEAN27X33.7%}PACE26X22.1%}PACE25X17.4%}PACE24X10.5%}PACE- - - - - -15PCT23X5.8%}PACE22X3.5%21 X 3.5%20 X 2.3%19 X 1.2%18 X 1.2%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:32 MPH
LOWER LIMIT 10 MPH PACE:23 MPH 85th PERCENTILE SPEED:31.0 MPH
PERCENT OVER PACE:9.3 %MEDIAN SPEED:28.0 MPH
PERCENT IN PACE:87.2 %15th PERCENTILE SPEED:24.7 MPH
PERCENT UNDER PACE:3.5 %
4/13/1905
HCI
Resolution No. 2022-_______
Page 63
269
C I T Y O F M O O R P A R K
COMMERCE DRIVE POINDEXTER AVE TO GABBERT AVE
DATE:2/7/2022 & 2/10/2022 SURVEY BY:C. BUENDIA
TIME:3:00-4:00 PM & 12:00-12:45 PM-12:00 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%X 1 1.2%100.0%0 0.0%98.8%X 1 1.2%98.8%X 1 1.2%97.7%35 X X 2 2.3%96.5%X X 2 2.3%94.2%X 1 1.2%91.9%X X X X X 5 5.8%90.7%X X X X X X X X X 9 10.5%84.9%30 X X X X X X X X X X X 11 12.8%74.4%X X X X X X X X X X 10 11.6%61.6%X X X X X X X X X X X X X X 14 16.3%50.0%X X X X X X X X X X 10 11.6%33.7%X X X X 4 4.7%22.1%25 X X X X X X 6 7.0%17.4%X X X X 4 4.7%10.5%X X 2 2.3%5.8%0 0.0%3.5%X 1 1.2%3.5%20 X 1 1.2%2.3%0 0.0%1.2%X 1 1.2%1.2%0.0%0.0%15 0.0%TOTAL VEHICLES 86
UPPER LIMIT 10 MPH PACE:32 MPH
LOWER LIMIT 10 MPH PACE:23 MPH 85th PERCENTILE SPEED:31.0 MPH
PERCENT OVER PACE:9.3 %MEDIAN SPEED:28.0 MPH
PERCENT IN PACE:87.2 %15th PERCENTILE SPEED:24.7 MPH
PERCENT UNDER PACE:3.5 %
Commerce 2022-13
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 64
270
C I T Y O F M O O R P A R K
CONDOR DRIVE PRINCETON AVE (N) TO PRINCETON AVE (S)
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:2:30 AM -3:45 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF PRINCETON (N)
DATE OF SURVEY
85th PERCENTILE 32.8 MPH
10 MPH PACE 25 - 34 MPH
PERCENT IN PACE 76.2 %
POSTED SPEED LIMIT 30 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - PRINCETON (N) / STOP - PRINCETON (S)
CROSSWALKS AT PRINCETON (N)
PEDESTRIAN/BICYCLES YES / NO
TRUCK TRAFFIC NO
ON-STREET PARKING HEAVY
OTHER NO PARKING 10pm-5am
NO STREET STRIPING / PEDS WALK ON STREET
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP-DOWNHILL GRADES
HORIZONTAL CURVE SWEEPING "U" SHAPE CURVE
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS NO / FEW
STREET LIGHTING SWEEPING LOOP THAT CONDOR INTERSECTS WITH PRINCETON TWICE
OTHER
ADJACENT LAND USE INDUSTRIAL / BUSINESS / SCHOOL (abandoned)
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Condor 2022-14
The recommended 30 mph speed limit is within m 2.8 mph of the 85th percentile speed and meets CVC standards.
0.51
1,100
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
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Resolution No. 2022-_______
Page 65
271
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
CONDOR DRIVE PRINCETON AVE (N) TO PRINCETON AVE (S)
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:2:30 AM -3:45 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 98.8%36 X 97.6%35 X 96.4%34 X 90.5%}PACE33X86.9%}PACE32X78.6%}PACE- - - - - - - - -85PCT31X72.6%}PACE30X63.1%}PACE29X54.8%}PACE28X46.4%}PACE- - - - - -MEAN27X33.3%}PACE26X28.6%}PACE25X22.6%}PACE24X14.3%- - - - - -15PCT23X11.9%22 X 7.1%21 X 6.0%20 X 4.8%19 X 2.4%18 X 1.2%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:32.8 MPH
PERCENT OVER PACE:9.5 %MEDIAN SPEED:28.4 MPH
PERCENT IN PACE:76.2 %15th PERCENTILE SPEED:24.1 MPH
PERCENT UNDER PACE:14.3 %
Condor 2022-14
HCI
Resolution No. 2022-_______
Page 66
272
C I T Y O F M O O R P A R K
CONDOR DRIVE PRINCETON AVE (N) TO PRINCETON AVE (S)
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:2:30 AM -3:45 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%X 1 1.2%100.0%X 1 1.2%98.8%X 1 1.2%97.6%35 X X X X X 5 6.0%96.4%X X X 3 3.6%90.5%X X X X X X X 7 8.3%86.9%X X X X X 5 6.0%78.6%X X X X X X X X 8 9.5%72.6%30 X X X X X X X 7 8.3%63.1%X X X X X X X 7 8.3%54.8%X X X X X X X X X X X 11 13.1%46.4%X X X X 4 4.8%33.3%X X X X X 5 6.0%28.6%25 X X X X X X X 7 8.3%22.6%X X 2 2.4%14.3%X X X X 4 4.8%11.9%X 1 1.2%7.1%X 1 1.2%6.0%20 X X 2 2.4%4.8%X 1 1.2%2.4%X 1 1.2%1.2%0.0%0.0%15 0.0%TOTAL VEHICLES 84
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:32.8 MPH
PERCENT OVER PACE:9.5 %MEDIAN SPEED:28.4 MPH
PERCENT IN PACE:76.2 %15th PERCENTILE SPEED:24.1 MPH
PERCENT UNDER PACE:14.3 %
Condor 2022-14
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 67
273
C I T Y O F M O O R P A R K
COUNTRY HILL DRIVE COUNTRYWOOD DR TO MOUNTAIN TRAIL ST
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:1:35 PM -2:30 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF SAGEWOOD
DATE OF SURVEY
85th PERCENTILE 32.1 MPH
10 MPH PACE 25 - 34 MPH
PERCENT IN PACE 88.6 %
POSTED SPEED LIMIT 30 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - MOUNTAIN TRAIL / COUNTRYWOOD
CROSSWALKS AT MOUNTAIN TRAIL (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER BIKE LANE
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE SLIGHT - GRADUAL "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of slight)
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / YES (at school only)
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / ARROW WEST ELEMENTARY SCHOOL
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Countrywood 2022-15
The recommended 30 mph speed limit is within 2.1 mph of the 85th percentile speed and meets CVC standards.
0.28
1,050
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
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Resolution No. 2022-_______
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274
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
COUNTRY HILL DRIVE COUNTRYWOOD DR TO MOUNTAIN TRAIL ST
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:1:35 PM -2:30 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 100.0%36 X 100.0%35 X 96.7%34 X 93.5%}PACE33X89.4%}PACE32X84.6%}PACE- - - - - - - - -85PCT31X76.4%}PACE30X65.9%}PACE29X53.7%}PACE28X39.0%}PACE- - - - - -MEAN27X27.6%}PACE26X19.5%}PACE25X12.2%}PACE- - - - - -15PCT24X4.9%23 X 1.6%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:32.1 MPH
PERCENT OVER PACE:6.5 %MEDIAN SPEED:28.8 MPH
PERCENT IN PACE:88.6 %15th PERCENTILE SPEED:25.4 MPH
PERCENT UNDER PACE:4.9 %
Countrywood 2022-15
HCI
Resolution No. 2022-_______
Page 69
275
C I T Y O F M O O R P A R K
COUNTRY HILL DRIVE COUNTRYWOOD DR TO MOUNTAIN TRAIL ST
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:1:35 PM -2:30 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%100.0%100.0%X X X X 4 3.3%100.0%35 X X X X 4 3.3%96.7%X X X X X 5 4.1%93.5%X X X X X X 6 4.9%89.4%X X X X X X X X X X 10 8.1%84.6%X X X X X X X X X X X X X 13 10.6%76.4%30 X X X X X X X X X X X X X X X 15 12.2%65.9%X X X X X X X X X X X X X X X X X X 18 14.6%53.7%X X X X X X X X X X X X X X 14 11.4%39.0%X X X X X X X X X X 10 8.1%27.6%X X X X X X X X X 9 7.3%19.5%25 X X X X X X X X X 9 7.3%12.2%X X X X 4 3.3%4.9%X X 2 1.6%1.6%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 123
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:32.1 MPH
PERCENT OVER PACE:6.5 %MEDIAN SPEED:28.8 MPH
PERCENT IN PACE:88.6 %15th PERCENTILE SPEED:25.4 MPH
PERCENT UNDER PACE:4.9 %
Countrywood 2022-15
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 70
276
C I T Y O F M O O R P A R K
COUNTRYWOOD DRIVE TIERRA REJADA RD TO WOODHILL DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:2:40 PM -3:45 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF TIMBERDALE
DATE OF SURVEY
85th PERCENTILE 38.9 MPH
10 MPH PACE 32 - 41 MPH
PERCENT IN PACE 92.7 %
POSTED SPEED LIMIT 35 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP- COUNTRYHILL
CROSSWALKS AT TIERRA REJADA (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER PAINTED BIKE LANE / BUS STOP PULL-OUTS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting)
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Countrywood 2022-16
The recommended 35 mph speed limit is within m 3.9 mph of the 85th percentile speed and meets CVC standards.
0.65
1,000
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
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Resolution No. 2022-_______
Page 71
277
RADAR SPEED DISTRIBUTION SHEET 1930
C I T Y O F M O O R P A R K
COUNTRYWOOD DRIVE TIERRA REJADA RD TO WOODHILL DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:2:40 PM -3:45 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 99.2%42 X 98.4%41 X 96.0%}PACE40X91.9%}PACE39X85.5%}PACE38X78.2%}PACE- - - - - - - - -85PCT37X64.5%}PACE36X54.0%}PACE35X41.9%}PACE- - - - - -MEAN34X29.8%}PACE33X16.9%}PACE32X9.7%}PACE- - - - - -15PCT31X3.2%30 X 0.8%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:38.9 MPH
PERCENT OVER PACE:4.0 %MEDIAN SPEED:35.7 MPH
PERCENT IN PACE:92.7 %15th PERCENTILE SPEED:32.7 MPH
PERCENT UNDER PACE:3.2 %
4/13/1905
HCI
Resolution No. 2022-_______
Page 72
278
C I T Y O F M O O R P A R K
COUNTRYWOOD DRIVE TIERRA REJADA RD TO WOODHILL DR
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:2:40 PM -3:45 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%X 1 0.8%100.0%X 1 0.8%99.2%X X X 3 2.4%98.4%X X X X X 5 4.0%96.0%40 X X X X X X X X 8 6.5%91.9%X X X X X X X X X 9 7.3%85.5%X X X X X X X X X X X X X X X X X 17 13.7%78.2%X X X X X X X X X X X X X 13 10.5%64.5%X X X X X X X X X X X X X X X 15 12.1%54.0%35 X X X X X X X X X X X X X X X 15 12.1%41.9%X X X X X X X X X X X X X X X X 16 12.9%29.8%X X X X X X X X X 9 7.3%16.9%X X X X X X X X 8 6.5%9.7%X X X 3 2.4%3.2%30 X 1 0.8%0.8%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 124
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:38.9 MPH
PERCENT OVER PACE:4.0 %MEDIAN SPEED:35.7 MPH
PERCENT IN PACE:92.7 %15th PERCENTILE SPEED:32.7 MPH
PERCENT UNDER PACE:3.2 %
Countrywood 2022-16
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 73
279
C I T Y O F M O O R P A R K
ELK RUN LOOP RIDGECREST DR TO SPRING ST
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:2:20 PM -3:40 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF TIMBER HOLLOW
DATE OF SURVEY
85th PERCENTILE 38.5 MPH
10 MPH PACE 32 - 41 MPH
PERCENT IN PACE 86.2 %
POSTED SPEED LIMIT 35 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - SPRING / RIDGECREST
CROSSWALKS AT SPRING / RIDGECREST
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER BIKE ROUTE
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UPHILL (EB)
HORIZONTAL CURVE CONSTANT MODERATE "U" CURVE (Loop)
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of)
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER PARTIAL RAISED MEDIAN ISLAND AT SPRING & SOLID DBL YELLOW CENTERLINE
COLLECTOR ROADWAY TO GATED COMMUNITY
ADJACENT LAND USE RESIDENTIAL (non-fronting)
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Elk Run 2022-17
The recommended 35 mph speed limit is 3.5 mph below the 85th percentile speed and meets CVC standards.
0.70
1,250
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 74
280
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
ELK RUN LOOP RIDGECREST DR TO SPRING ST
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:2:20 PM -3:40 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 99.1%}PACE40X92.2%}PACE39X88.8%}PACE38X81.9%}PACE- - - - - - - - -85PCT37X75.9%}PACE36X63.8%}PACE35X55.2%}PACE34X41.4%}PACE- - - - - -MEAN33X28.4%}PACE32X19.0%}PACE31X12.9%- - - - - -15PCT30X10.3%29 X 7.8%28 X 5.2%27 X 2.6%26 X 1.7%25 X 0.9%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:38.5 MPH
PERCENT OVER PACE:0.9 %MEDIAN SPEED:34.6 MPH
PERCENT IN PACE:86.2 %15th PERCENTILE SPEED:31.3 MPH
PERCENT UNDER PACE:12.9 %
Elk Run 2022-17
HCI
Resolution No. 2022-_______
Page 75
281
C I T Y O F M O O R P A R K
ELK RUN LOOP RIDGECREST DR TO SPRING ST
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:2:20 PM -3:40 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%X 1 0.9%100.0%X X X X X X X X 8 6.9%99.1%40 X X X X 4 3.4%92.2%X X X X X X X X 8 6.9%88.8%X X X X X X X 7 6.0%81.9%X X X X X X X X X X X X X X 14 12.1%75.9%X X X X X X X X X X 10 8.6%63.8%35 X X X X X X X X X X X X X X X X 16 13.8%55.2%X X X X X X X X X X X X X X X 15 12.9%41.4%X X X X X X X X X X X 11 9.5%28.4%X X X X X X X 7 6.0%19.0%X X X 3 2.6%12.9%30 X X X 3 2.6%10.3%X X X 3 2.6%7.8%X X X 3 2.6%5.2%X 1 0.9%2.6%X 1 0.9%1.7%25 X 1 0.9%0.9%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 116
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:38.5 MPH
PERCENT OVER PACE:0.9 %MEDIAN SPEED:34.6 MPH
PERCENT IN PACE:86.2 %15th PERCENTILE SPEED:31.3 MPH
PERCENT UNDER PACE:12.9 %
Elk Run 2022-17
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 76
282
C I T Y O F M O O R P A R K
GABBERT ROAD ELWIN ST TO POINDEXTER RD
DATE:2/9/2022 & 2/10/2022 SURVEY BY:C. BUENDIA
TIME:CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF ELWIN
DATE OF SURVEY
85th PERCENTILE 33.7 MPH
10 MPH PACE 27 - 36 MPH
PERCENT IN PACE 91.5 %
POSTED SPEED LIMIT 30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - POINDEXTER
CROSSWALKS NONE
PEDESTRIAN/BICYCLES NO / NO
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER MANY AREAS OF NO SHOULDERS
RxR XING AT POINDEXTER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UPHILL GRADE (NB)
HORIZONTAL CURVE MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (entire segment)
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS NO / NO
STREET LIGHTING NO
OTHER VERY NARROW WINDING ROADWAY / DIRT SHOULDERS
ADJACENT LAND USE OPEN
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Gabbert 2022-18
The recommended 30 mph is 3.7 mph below the 85th percentile speed and meets CVC standards.
0.39
650
ENGINEERING AND TRAFFIC SURVEY
2/9/2022 & 2/10/2022
4:00-4:40 PM & 4:10-5:00 PM
HCI
Resolution No. 2022-_______
Page 77
283
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
GABBERT ROAD ELWIN ST TO POINDEXTER RD
DATE:2/9/2022 & 2/10/2022 SURVEY BY:C. BUENDIA
TIME:4:00-4:40 PM & 4:10-5:00 PM-12:00 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 98.6%38 X 98.6%37 X 98.6%36 X 95.8%}PACE35X93.0%}PACE34X87.3%}PACE33X80.3%}PACE- - - - - - - - -85PCT32X64.8%}PACE31X56.3%}PACE30X47.9%}PACE- - - - - -MEAN29X29.6%}PACE28X18.3%}PACE27X9.9%}PACE- - - - - -15PCT26X4.2%25 X 2.8%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:36 MPH
LOWER LIMIT 10 MPH PACE:27 MPH 85th PERCENTILE SPEED:33.7 MPH
PERCENT OVER PACE:4.2 %MEDIAN SPEED:30.3 MPH
PERCENT IN PACE:91.5 %15th PERCENTILE SPEED:27.6 MPH
PERCENT UNDER PACE:4.2 %
Gabbert 2022-18
HCI
Resolution No. 2022-_______
Page 78
284
C I T Y O F M O O R P A R K
GABBERT ROAD ELWIN ST TO POINDEXTER RD
DATE:2/9/2022 & 2/10/2022 SURVEY BY:C. BUENDIA
TIME:4:00-4:40 PM & 4:10-5:00 PM-12:00 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 X 1 1.4%100.0%0 0.0%98.6%0 0.0%98.6%X X 2 2.8%98.6%X X 2 2.8%95.8%35 X X X X 4 5.6%93.0%X X X X X 5 7.0%87.3%X X X X X X X X X X X 11 15.5%80.3%X X X X X X 6 8.5%64.8%X X X X X X 6 8.5%56.3%30 X X X X X X X X X X X X X 13 18.3%47.9%X X X X X X X X 8 11.3%29.6%X X X X X X 6 8.5%18.3%X X X X 4 5.6%9.9%X 1 1.4%4.2%25 X X 2 2.8%2.8%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 71
UPPER LIMIT 10 MPH PACE:36 MPH
LOWER LIMIT 10 MPH PACE:27 MPH 85th PERCENTILE SPEED:33.7 MPH
PERCENT OVER PACE:4.2 %MEDIAN SPEED:30.3 MPH
PERCENT IN PACE:91.5 %15th PERCENTILE SPEED:27.6 MPH
PERCENT UNDER PACE:4.2 %
Gabbert 2022-18
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 79
285
C I T Y O F M O O R P A R K
GABBERT ROAD POINDEXTER RD TO LOS ANGELES AVE
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:11:30 AM -12:30 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY NORTH OF COMMERCE
DATE OF SURVEY
85th PERCENTILE 40.9 MPH
10 MPH PACE 33 - 42 MPH
PERCENT IN PACE 77.9 %
POSTED SPEED LIMIT 40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - LOS ANGELES / STOP - POINDEXTER
CROSSWALKS AT LOS ANGELES
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC YES
ON-STREET PARKING NO STOPPING ANYTIME
OTHER PAINTED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE NONE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS NEWLY PAVED
SIDEWALKS/DRIVEWAYS YES / FEW (NB) - NO / NO (SB)
STREET LIGHTING YES
OTHER TWO WAY RPM MEDIAN
RxR XING AT POINTDEXTER
ADJACENT LAND USE INDUSTRIAL / BUSINESS / SCE FACILITY
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Gabbert 202-19
The recommended 40 mph is within 0.9 mph of the 85th percentile speed and meets CVC standards.
0.31
4,100
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 80
286
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
GABBERT ROAD POINDEXTER RD TO LOS ANGELES AVE
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:11:30 AM -12:30 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 99.3%45 X 98.7%44 X 96.0%43 X 93.3%42 X 90.6%}PACE41X85.9%}PACE40X79.2%}PACE- - - - - - - - -85PCT39X69.8%}PACE38X59.1%}PACE37X51.0%}PACE36X39.6%}PACE- - - - - -MEAN35X29.5%}PACE34X22.1%}PACE33X17.4%}PACE32X12.8%- - - - - -15PCT31X8.7%30 X 4.0%29 X 2.0%28 X 1.3%27 X 0.7%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:40.9 MPH
PERCENT OVER PACE:9.4 %MEDIAN SPEED:36.9 MPH
PERCENT IN PACE:77.9 %15th PERCENTILE SPEED:32.5 MPH
PERCENT UNDER PACE:12.8 %
Gabbert 202-19
HCI
Resolution No. 2022-_______
Page 81
287
C I T Y O F M O O R P A R K
GABBERT ROAD POINDEXTER RD TO LOS ANGELES AVE
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:11:30 AM -12:30 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%X 1 0.7%100.0%X 1 0.7%99.3%45 X X X X 4 2.7%98.7%X X X X 4 2.7%96.0%X X X X 4 2.7%93.3%X X X X X X X 7 4.7%90.6%X X X X X X X X X X 10 6.7%85.9%40 X X X X X X X X X X X X X X 14 9.4%79.2%X X X X X X X X X X X X X X X X 16 10.7%69.8%X X X X X X X X X X X X 12 8.1%59.1%X X X X X X X X X X X X X X X X X 17 11.4%51.0%X X X X X X X X X X X X X X X 15 10.1%39.6%35 X X X X X X X X X X X 11 7.4%29.5%X X X X X X X 7 4.7%22.1%X X X X X X X 7 4.7%17.4%X X X X X X 6 4.0%12.8%X X X X X X X 7 4.7%8.7%30 X X X 3 2.0%4.0%X 1 0.7%2.0%X 1 0.7%1.3%X 1 0.7%0.7%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 149
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:40.9 MPH
PERCENT OVER PACE:9.4 %MEDIAN SPEED:36.9 MPH
PERCENT IN PACE:77.9 %15th PERCENTILE SPEED:32.5 MPH
PERCENT UNDER PACE:12.8 %
Gabbert 202-19
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 82
288
C I T Y O F M O O R P A R K
HIGH STREET SPRING ST TO MOORPARK AVE
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:11:25 AM -12:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF SPRING
DATE OF SURVEY
85th PERCENTILE 34.4 MPH
10 MPH PACE 25 - 34 MPH
PERCENT IN PACE 81.5 %
POSTED SPEED LIMIT 30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - SPRING / MOORPARK
CROSSWALKS AT SPRING / MOORPARK
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING YES
OTHER PAINTED BIKE LANES
AREAS OF RED CURB / 2 HOUR PKNG 6am-6pm
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE NONE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / YES
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE
BUS STOPS
ADJACENT LAND USE DOWNTOWN SHOPS (dense) / RESTUARANTS / FIRE STATION / BUSINESS
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:High 2022-20
The recommended 30 mph is within 4.4 mph of the 85th percentile speed and meets CVC standards.
0.42
900
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 83
289
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
HIGH STREET SPRING ST TO MOORPARK AVE
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:11:25 AM -12:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 98.1%37 X 96.9%36 X 91.4%35 X 87.7%34 X 83.3%}PACE- - - - - - - - -85PCT33X73.5%}PACE32X63.6%}PACE31X53.1%}PACE30X43.8%}PACE- - - - - -MEAN29X30.2%}PACE28X21.0%}PACE27X16.0%}PACE26X12.3%}PACE- - - - - -15PCT25X7.4%}PACE24X1.9%23 X 0.6%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:34.4 MPH
PERCENT OVER PACE:16.7 %MEDIAN SPEED:30.7 MPH
PERCENT IN PACE:81.5 %15th PERCENTILE SPEED:26.7 MPH
PERCENT UNDER PACE:1.9 %
High 2022-20
HCI
Resolution No. 2022-_______
Page 84
290
C I T Y O F M O O R P A R K
HIGH STREET SPRING ST TO MOORPARK AVE
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:11:25 AM -12:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%X X X 3 1.9%100.0%X X 2 1.2%98.1%X X X X X X X X X 9 5.6%96.9%X X X X X X 6 3.7%91.4%35 X X X X X X X 7 4.3%87.7%X X X X X X X X X X X X X X X X 16 9.9%83.3%X X X X X X X X X X X X X X X X 16 9.9%73.5%X X X X X X X X X X X X X X X X X 17 10.5%63.6%X X X X X X X X X X X X X X X 15 9.3%53.1%30 X X X X X X X X X X X X X X X X X X X X X X 22 13.6%43.8%X X X X X X X X X X X X X X X 15 9.3%30.2%X X X X X X X X 8 4.9%21.0%X X X X X X 6 3.7%16.0%X X X X X X X X 8 4.9%12.3%25 X X X X X X X X X 9 5.6%7.4%X X 2 1.2%1.9%X 1 0.6%0.6%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 162
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:34.4 MPH
PERCENT OVER PACE:16.7 %MEDIAN SPEED:30.7 MPH
PERCENT IN PACE:81.5 %15th PERCENTILE SPEED:26.7 MPH
PERCENT UNDER PACE:1.9 %
High 2022-20
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 85
291
C I T Y O F M O O R P A R K
MERIDIAN HILLS DRIVE WEST TERMINUS TO WALNUT CANYON RD
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:3:55 PM -4:50 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF WALNUT CANYON
DATE OF SURVEY
85th PERCENTILE 41.9 MPH
10 MPH PACE 33 - 42 MPH
PERCENT IN PACE 76.0 %
POSTED SPEED LIMIT NOT POSTED
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - WALNUT CANYON
CROSSWALKS AT WALNUT CANYON
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER BUS STOP CUT-OUTS
NO SHOULDERS / PAINTED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT - GRADUAL UPHILL/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL-MODERATE "C" CURVE
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (non-fronting Gated Communities)
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE POST & ESTABLISH 35 MPH
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Meridian Hills 2022-21
Meridian Hills Drive is a two lane divided roadway.Field observations include a residential community non-fronting to the
roadway,and gradual to moderate "C" curve, limited sight distance at curve,no shoulders and no stopping anytime,painted
bike lanes and no driveway along the roadway. The speed survey results show an 85th percentile speed of 41.9 mph and a 10
mph pace range of 33 to 42 mph.Although,the speed data may suggest a higher speed but with the area of limited sight
distance, it is recommended that a 35 mph speed limit be established for this area.
0.59
1,600
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
HCI
Resolution No. 2022-_______
Page 86
292
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MERIDIAN HILLS DRIVE WEST TERMINUS TO WALNUT CANYON RD
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:3:55 PM -4:50 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 99.2%47 X 98.4%46 X 96.8%45 X 95.2%44 X 92.8%43 X 90.4%42 X 85.6%}PACE41X80.8%}PACE- - - - - - - - -85PCT40X72.8%}PACE39X65.6%}PACE38X59.2%}PACE37X52.0%}PACE36X44.0%}PACE- - - - - -MEAN35X33.6%}PACE34X24.0%}PACE33X16.8%}PACE32X9.6%- - - - - -15PCT31X8.8%30 X 4.8%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:41.9 MPH
PERCENT OVER PACE:14.4 %MEDIAN SPEED:36.8 MPH
PERCENT IN PACE:76.0 %15th PERCENTILE SPEED:32.8 MPH
PERCENT UNDER PACE:9.6 %
Meridian Hills 2022-21
HCI
Resolution No. 2022-_______
Page 87
293
C I T Y O F M O O R P A R K
MERIDIAN HILLS DRIVE WEST TERMINUS TO WALNUT CANYON RD
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:3:55 PM -4:50 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%X 1 0.8%100.0%X 1 0.8%99.2%X X 2 1.6%98.4%X X 2 1.6%96.8%45 X X X 3 2.4%95.2%X X X 3 2.4%92.8%X X X X X X 6 4.8%90.4%X X X X X X 6 4.8%85.6%X X X X X X X X X X 10 8.0%80.8%40 X X X X X X X X X 9 7.2%72.8%X X X X X X X X 8 6.4%65.6%X X X X X X X X X 9 7.2%59.2%X X X X X X X X X X 10 8.0%52.0%X X X X X X X X X X X X X 13 10.4%44.0%35 X X X X X X X X X X X X 12 9.6%33.6%X X X X X X X X X 9 7.2%24.0%X X X X X X X X X 9 7.2%16.8%X 1 0.8%9.6%X X X X X 5 4.0%8.8%30 X X X X X X 6 4.8%4.8%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 125
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:41.9 MPH
PERCENT OVER PACE:14.4 %MEDIAN SPEED:36.8 MPH
PERCENT IN PACE:76.0 %15th PERCENTILE SPEED:32.8 MPH
PERCENT UNDER PACE:9.6 %
Meridian Hills 2022-21
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 88
294
C I T Y O F M O O R P A R K
MILLER PARKWAY LOS ANGELES AVE TO PEACH HILL RD
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:1:20 PM -2:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF SOUTH FORK
DATE OF SURVEY
85th PERCENTILE 41.4 MPH
10 MPH PACE 34 - 43 MPH
PERCENT IN PACE 78.5 %
POSTED SPEED LIMIT 40 MPH *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE / 2 LANES (Patriot to Los Angles)
TRAFFIC CONTROLS SIGNAL- LOS ANGELES / PEACH HILL / PATRIOT
CROSSWALKS AT LOS ANGELES / PEACH HILL (sch) / PATRIOT
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER PAINTED BIKE LANES
BUS CUT OUTS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE GRADUAL - MODERATE UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
NO SHOULDERS / WATCH DOWNHILL SPEED (NB)
ADJACENT LAND USE RESIDENTIAL (nf) / MESA VERDE MIDDLE SCH / SPORTS COMPLEX / COMMERCIAL
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Miller 2022-22
The recommended 40 mph speed limit is within 1.4 mph of the 85th percentile speed and meets CVC standards.
0.74
4,500
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 89
295
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MILLER PARKWAY LOS ANGELES AVE TO PEACH HILL RD
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:1:20 PM -2:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 98.8%44 X 96.5%43 X 95.3%}PACE42X88.4%}PACE41X82.6%}PACE- - - - - - - - -85PCT40X78.5%}PACE39X70.9%}PACE38X62.8%}PACE37X51.7%}PACE36X41.3%}PACE- - - - - -MEAN35X34.3%}PACE34X24.4%}PACE33X16.9%32 X 12.8%- - - - - -15PCT31X9.3%30 X 5.2%29 X 2.9%28 X 2.3%27 X 1.2%26 X 0.6%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:43 MPH
LOWER LIMIT 10 MPH PACE:34 MPH 85th PERCENTILE SPEED:41.4 MPH
PERCENT OVER PACE:4.7 %MEDIAN SPEED:36.8 MPH
PERCENT IN PACE:78.5 %15th PERCENTILE SPEED:32.5 MPH
PERCENT UNDER PACE:16.9 %
Miller 2022-22
HCI
Resolution No. 2022-_______
Page 90
296
C I T Y O F M O O R P A R K
MILLER PARKWAY LOS ANGELES AVE TO PEACH HILL RD
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:1:20 PM -2:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%X X 2 1.2%100.0%45 X X X X 4 2.3%98.8%X X 2 1.2%96.5%X X X X X X X X X X X X 12 7.0%95.3%X X X X X X X X X X 10 5.8%88.4%X X X X X X X 7 4.1%82.6%40 X X X X X X X X X X X X X 13 7.6%78.5%X X X X X X X X X X X X X X 14 8.1%70.9%X X X X X X X X X X X X X X X X X X X 19 11.0%62.8%X X X X X X X X X X X X X X X X X X 18 10.5%51.7%X X X X X X X X X X X X 12 7.0%41.3%35 X X X X X X X X X X X X X X X X X 17 9.9%34.3%X X X X X X X X X X X X X 13 7.6%24.4%X X X X X X X 7 4.1%16.9%X X X X X X 6 3.5%12.8%X X X X X X X 7 4.1%9.3%30 X X X X 4 2.3%5.2%X 1 0.6%2.9%X X 2 1.2%2.3%X 1 0.6%1.2%X 1 0.6%0.6%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 172
UPPER LIMIT 10 MPH PACE:43 MPH
LOWER LIMIT 10 MPH PACE:34 MPH 85th PERCENTILE SPEED:41.4 MPH
PERCENT OVER PACE:4.7 %MEDIAN SPEED:36.8 MPH
PERCENT IN PACE:78.5 %15th PERCENTILE SPEED:32.5 MPH
PERCENT UNDER PACE:16.9 %
Miller 2022-22
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 91
297
C I T Y O F M O O R P A R K
MILLER PARKWAY PEACH HILL RD TO TIERRA REJADA RD
DATE:2/11/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:30 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF MAYA CIR
DATE OF SURVEY
85th PERCENTILE 42.2 MPH
10 MPH PACE 32 - 41 MPH
PERCENT IN PACE 77.6 %
POSTED SPEED LIMIT 40 MPH *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 2
TOTAL ACCIDENTS 4
ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 1.72 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - PEACH HILL / TIERRA REJADA
CROSSWALKS AT PEACH HILL (sch) / TIERRA REJADA
PEDESTRIAN/BICYCLES FEW / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER PAINTED BIKE LANES
BUS CUT OUTS / "WATCH DOWNHILL SPEED" SIGN
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE CONSTANT GRADUAL - MODERATE UPHILL/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of)
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
NO SHOULDERS
ADJACENT LAND USE RESIDENTIAL (non-fronting)
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Miller 2022-23
The recommended 40 mph speed limit is within 2.2 mph of the 85th percentile speed and meets CVC standards.
0.43
3,700
ENGINEERING AND TRAFFIC SURVEY
2/11/2022
HCI
Resolution No. 2022-_______
Page 92
298
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MILLER PARKWAY PEACH HILL RD TO TIERRA REJADA RD
DATE:2/11/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:30 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 98.5%46 X 97.8%45 X 96.3%44 X 92.5%43 X 88.8%42 X 84.3%- - - - - - - - -85PCT41X81.3%}PACE40X72.4%}PACE39X61.9%}PACE38X55.2%}PACE37X47.8%}PACE- - - - - -MEAN36X42.5%}PACE35X29.9%}PACE34X19.4%}PACE33X12.7%}PACE- - - - - -15PCT32X9.7%}PACE31X3.7%30 X 0.7%29 X 0.7%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:42.2 MPH
PERCENT OVER PACE:18.7 %MEDIAN SPEED:37.3 MPH
PERCENT IN PACE:77.6 %15th PERCENTILE SPEED:33.3 MPH
PERCENT UNDER PACE:3.7 %
Miller 2022-23
HCI
Resolution No. 2022-_______
Page 93
299
C I T Y O F M O O R P A R K
MILLER PARKWAY PEACH HILL RD TO TIERRA REJADA RD
DATE:2/11/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:30 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%X X 2 1.5%100.0%X 1 0.7%98.5%X X 2 1.5%97.8%45 X X X X X 5 3.7%96.3%X X X X X 5 3.7%92.5%X X X X X X 6 4.5%88.8%X X X X 4 3.0%84.3%X X X X X X X X X X X X 12 9.0%81.3%40 X X X X X X X X X X X X X X 14 10.4%72.4%X X X X X X X X X 9 6.7%61.9%X X X X X X X X X X 10 7.5%55.2%X X X X X X X 7 5.2%47.8%X X X X X X X X X X X X X X X X X 17 12.7%42.5%35 X X X X X X X X X X X X X X 14 10.4%29.9%X X X X X X X X X 9 6.7%19.4%X X X X 4 3.0%12.7%X X X X X X X X 8 6.0%9.7%X X X X 4 3.0%3.7%30 0 0.0%0.7%X 1 0.7%0.7%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 134
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:42.2 MPH
PERCENT OVER PACE:18.7 %MEDIAN SPEED:37.3 MPH
PERCENT IN PACE:77.6 %15th PERCENTILE SPEED:33.3 MPH
PERCENT UNDER PACE:3.7 %
Miller 2022-23
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 94
300
C I T Y O F M O O R P A R K
MOORPARK AVENUE LOS ANGELES AVE TO SOUTH END
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:1:30 AM -2:15 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF PARK CTR
DATE OF SURVEY
85th PERCENTILE 33.0 MPH
10 MPH PACE 24 - 33 MPH
PERCENT IN PACE 83.2 %
POSTED SPEED LIMIT 30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - LOS ANGELES
CROSSWALKS AT LOS ANGELES (sch)
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER HEAVY TURNS INTO SHOPPING NEAR LOS ANGELES
BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE NONE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER PAINTED MEDIAN ISLAND / DBL YELLOW
ADJACENT LAND USE APARTMENTS / COMMERCIAL (at Los Angeles)
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Moorpark 2022-24
The recommended 30 mph speed limit is 3.0 mph below the newly measured 85th percentile speed and meets CVC standards.
0.28
600
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
HCI
Resolution No. 2022-_______
Page 95
301
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MOORPARK AVENUE LOS ANGELES AVE TO SOUTH END
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:1:30 AM -2:15 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 99.2%39 X 98.3%38 X 97.5%37 X 94.1%36 X 93.3%35 X 92.4%34 X 89.1%33 X 84.9%}PACE- - - - - - - - -85PCT32X83.2%}PACE31X79.8%}PACE30X74.8%}PACE29X67.2%}PACE28X60.5%}PACE27X50.4%}PACE26X37.0%}PACE- - - - - -MEAN25X21.0%}PACE24X10.1%}PACE- - - - - -15PCT23X1.7%22 X 0.8%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:33 MPH
LOWER LIMIT 10 MPH PACE:24 MPH 85th PERCENTILE SPEED:33.0 MPH
PERCENT OVER PACE:15.1 %MEDIAN SPEED:27.0 MPH
PERCENT IN PACE:83.2 %15th PERCENTILE SPEED:24.5 MPH
PERCENT UNDER PACE:1.7 %
Moorpark 2022-24
HCI
Resolution No. 2022-_______
Page 96
302
C I T Y O F M O O R P A R K
MOORPARK AVENUE LOS ANGELES AVE TO SOUTH END
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:1:30 AM -2:15 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%X 1 0.8%100.0%40 X 1 0.8%99.2%X 1 0.8%98.3%X X X X 4 3.4%97.5%X 1 0.8%94.1%X 1 0.8%93.3%35 X X X X 4 3.4%92.4%X X X X X 5 4.2%89.1%X X 2 1.7%84.9%X X X X 4 3.4%83.2%X X X X X X 6 5.0%79.8%30 X X X X X X X X X 9 7.6%74.8%X X X X X X X X 8 6.7%67.2%X X X X X X X X X X X X 12 10.1%60.5%X X X X X X X X X X X X X X X X 16 13.4%50.4%X X X X X X X X X X X X X X X X X X X 19 16.0%37.0%25 X X X X X X X X X X X X X 13 10.9%21.0%X X X X X X X X X X 10 8.4%10.1%X 1 0.8%1.7%X 1 0.8%0.8%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 119
UPPER LIMIT 10 MPH PACE:33 MPH
LOWER LIMIT 10 MPH PACE:24 MPH 85th PERCENTILE SPEED:33.0 MPH
PERCENT OVER PACE:15.1 %MEDIAN SPEED:27.0 MPH
PERCENT IN PACE:83.2 %15th PERCENTILE SPEED:24.5 MPH
PERCENT UNDER PACE:1.7 %
Moorpark 2022-24
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 97
303
C I T Y O F M O O R P A R K
MOUNTAIN MEADOW DRIVE WALNUT CREEK / MTN TRAIL TO TIERRA REJADA RD
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:4:15 PM -5:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY NORTH OF TIERRA REJADA
DATE OF SURVEY
85th PERCENTILE 33.2 MPH
10 MPH PACE 25 - 34 MPH
PERCENT IN PACE 89.0 %
POSTED SPEED LIMIT 30 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 1
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 8.90 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP - MOUNTAIN TRAIL
CROSSWALKS AT TIERRA REJADA (sch) / MOUNTAIN TRAIL (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING YES (at School & Park)
OTHER NO PARKING ANYTIME 10pm-6am (Eastside)
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UPHILL/DOWNHILL GRADES
HORIZONTAL CURVE SIGHT "S" CURVE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER 5 MIN PARKING MON-FRI 7am-4pm at Meadows Park
ADJACENT LAND USE RESIDENTIAL (non-fronting) / MOUNTAIN MEADOW ELEMENTARY SCHOOL & PARK
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Mountain Meadow 2022-25
The recommended 30 mph speed limit is within 3.2 mph of the 85th percentile speed and meets CVC standards.
0.22
700
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 98
304
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MOUNTAIN MEADOW DRIVE WALNUT CREEK / MTN TRAIL TO TIERRA REJADA RD
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:4:15 PM -5:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 98.3%36 X 95.8%35 X 94.1%34 X 89.8%}PACE33X83.9%}PACE- - - - - - - - -85PCT32X75.4%}PACE31X65.3%}PACE30X53.4%}PACE29X38.1%}PACE- - - - - -MEAN28X28.0%}PACE27X17.8%}PACE26X11.9%}PACE- - - - - -15PCT25X5.9%}PACE24X0.8%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:33.2 MPH
PERCENT OVER PACE:10.2 %MEDIAN SPEED:29.8 MPH
PERCENT IN PACE:89.0 %15th PERCENTILE SPEED:26.5 MPH
PERCENT UNDER PACE:0.8 %
Mountain Meadow 2022-25
HCI
Resolution No. 2022-_______
Page 99
305
C I T Y O F M O O R P A R K
MOUNTAIN MEADOW DRIVE WALNUT CREEK / MTN TRAIL TO TIERRA REJADA RD
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:4:15 PM -5:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%X X 2 1.7%100.0%X X X 3 2.5%98.3%X X 2 1.7%95.8%35 X X X X X 5 4.2%94.1%X X X X X X X 7 5.9%89.8%X X X X X X X X X X 10 8.5%83.9%X X X X X X X X X X X X 12 10.2%75.4%X X X X X X X X X X X X X X 14 11.9%65.3%30 X X X X X X X X X X X X X X X X X X 18 15.3%53.4%X X X X X X X X X X X X 12 10.2%38.1%X X X X X X X X X X X X 12 10.2%28.0%X X X X X X X 7 5.9%17.8%X X X X X X X 7 5.9%11.9%25 X X X X X X 6 5.1%5.9%X 1 0.8%0.8%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 118
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:33.2 MPH
PERCENT OVER PACE:10.2 %MEDIAN SPEED:29.8 MPH
PERCENT IN PACE:89.0 %15th PERCENTILE SPEED:26.5 MPH
PERCENT UNDER PACE:0.8 %
Mountain Meadow 2022-25
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 100
306
C I T Y O F M O O R P A R K
MOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL ST
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:3:20 PM -4:10 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY NORTH OF ALDERGROVE
DATE OF SURVEY
85th PERCENTILE 36.4 MPH
10 MPH PACE 29 - 38 MPH
PERCENT IN PACE 83.5 %
POSTED SPEED LIMIT 30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP - MOUNTAIN TRAIL
CROSSWALKS AT TIERRA REJADA (sch) / MOUNTAIN TRAIL (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER PAINTED BIKE LANES / BUS STOPS
PEDESTRIAN TRAFFIC AT PARK
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES / SWEEPING "C" (S.of Walnut Creek)
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (many areas of)
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / TIERRA REJADA PARK
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Mountain Meadow 2022-26
This portion of Mountain Meadow is a two lane roadway.Field notes state that adjacent land use is residential (non-fronting)
and Tierra Rejada Park,pedestrian traffic near park,the roadway has various moderate curves including a sweeping "C" curve
that changes the travel from east/west to north/south.The sight distance for vehicles entering Mountain Meadow from River
Grove Court is approximately 225 feet and the required sight distance for a 35 mph speed limit is 250 feet.Although the speed
data shows an 85th percentile speed of 36.4 mph with the areas of limited sight distance,it is recommended that the existing 30
mph speed limit remain.
0.43
1,950
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL ST
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:3:20 PM -4:10 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 99.0%40 X 99.0%39 X 96.1%38 X 93.2%}PACE37X89.3%}PACE36X82.5%}PACE- - - - - - - - -85PCT35X70.9%}PACE34X60.2%}PACE33X50.5%}PACE32X40.8%}PACE- - - - - -MEAN31X30.1%}PACE30X21.4%}PACE29X13.6%}PACE- - - - - -15PCT28X9.7%27 X 5.8%26 X 3.9%25 X 1.9%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:38 MPH
LOWER LIMIT 10 MPH PACE:29 MPH 85th PERCENTILE SPEED:36.4 MPH
PERCENT OVER PACE:10.7 %MEDIAN SPEED:33.0 MPH
PERCENT IN PACE:83.5 %15th PERCENTILE SPEED:29.2 MPH
PERCENT UNDER PACE:9.7 %
Mountain Meadow 2022-26
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Resolution No. 2022-_______
Page 102
308
C I T Y O F M O O R P A R K
MOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL ST
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:3:20 PM -4:10 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%X 1 1.0%100.0%0 0.0%99.0%40 X X X 3 2.9%99.0%X X X 3 2.9%96.1%X X X X 4 3.9%93.2%X X X X X X X 7 6.8%89.3%X X X X X X X X X X X X 12 11.7%82.5%35 X X X X X X X X X X X 11 10.7%70.9%X X X X X X X X X X 10 9.7%60.2%X X X X X X X X X X 10 9.7%50.5%X X X X X X X X X X X 11 10.7%40.8%X X X X X X X X X 9 8.7%30.1%30 X X X X X X X X 8 7.8%21.4%X X X X 4 3.9%13.6%X X X X 4 3.9%9.7%X X 2 1.9%5.8%X X 2 1.9%3.9%25 X X 2 1.9%1.9%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 103
UPPER LIMIT 10 MPH PACE:38 MPH
LOWER LIMIT 10 MPH PACE:29 MPH 85th PERCENTILE SPEED:36.4 MPH
PERCENT OVER PACE:10.7 %MEDIAN SPEED:33.0 MPH
PERCENT IN PACE:83.5 %15th PERCENTILE SPEED:29.2 MPH
PERCENT UNDER PACE:9.7 %
Mountain Meadow 2022-26
RADAR SPEED DISTRIBUTION SHEET
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Resolution No. 2022-_______
Page 103
309
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET WALNUT CREEK RD TO TIERRA REJADA RD
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:10:30 AM -11:15 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF SUMMER GLEN
DATE OF SURVEY
85th PERCENTILE 34.8 MPH
10 MPH PACE 26 - 35 MPH
PERCENT IN PACE 81.4 %
POSTED SPEED LIMIT 30 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP - WALNUT CREEK / MOUNTAIN MEADOW
CROSSWALKS AT TIERRA REJADA (sch) / WALNUT CREEK / MOUNTAIN MEADOW (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES / BUS PULL-OUTS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UPHILL/DOWNHILL GRADES
HORIZONTAL CURVE CONSTANT GRADUAL -,MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / YES
STREET LIGHTING YES
OTHER SINGLE DASHED CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting) MOORPARK H.S. / PERFORMING ARTS CENTER
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 mph When Children Present, School Zone File:Mtn Trail 2022-27
The recommended 30 mph speed limit is 4.8 mph below the 85th percentile speed and meets CVC standards.
0.45
1,500
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET WALNUT CREEK RD TO TIERRA REJADA RD
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:10:30 AM -11:15 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 99.3%39 X 98.6%38 X 96.6%37 X 93.8%36 X 90.3%35 X 86.2%}PACE34X81.4%}PACE- - - - - - - - -85PCT33X77.9%}PACE32X72.4%}PACE31X61.4%}PACE30X49.7%}PACE- - - - - -MEAN29X35.9%}PACE28X24.1%}PACE27X15.2%}PACE26X10.3%}PACE- - - - - -15PCT25X4.8%24 X 2.1%23 X 0.7%22 X 0.7%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:35 MPH
LOWER LIMIT 10 MPH PACE:26 MPH 85th PERCENTILE SPEED:34.8 MPH
PERCENT OVER PACE:13.8 %MEDIAN SPEED:30.0 MPH
PERCENT IN PACE:81.4 %15th PERCENTILE SPEED:27.0 MPH
PERCENT UNDER PACE:4.8 %
Mtn Trail 2022-27
HCI
Resolution No. 2022-_______
Page 105
311
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET WALNUT CREEK RD TO TIERRA REJADA RD
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:10:30 AM -11:15 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%X 1 0.7%100.0%40 X 1 0.7%99.3%X X X 3 2.1%98.6%X X X X 4 2.8%96.6%X X X X X 5 3.4%93.8%X X X X X X 6 4.1%90.3%35 X X X X X X X 7 4.8%86.2%X X X X X 5 3.4%81.4%X X X X X X X X 8 5.5%77.9%X X X X X X X X X X X X X X X X 16 11.0%72.4%X X X X X X X X X X X X X X X X X 17 11.7%61.4%30 X X X X X X X X X X X X X X X X X X X X 20 13.8%49.7%X X X X X X X X X X X X X X X X X 17 11.7%35.9%X X X X X X X X X X X X X 13 9.0%24.1%X X X X X X X 7 4.8%15.2%X X X X X X X X 8 5.5%10.3%25 X X X X 4 2.8%4.8%X X 2 1.4%2.1%0 0.0%0.7%X 1 0.7%0.7%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 145
UPPER LIMIT 10 MPH PACE:35 MPH
LOWER LIMIT 10 MPH PACE:26 MPH 85th PERCENTILE SPEED:34.8 MPH
PERCENT OVER PACE:13.8 %MEDIAN SPEED:30.0 MPH
PERCENT IN PACE:81.4 %15th PERCENTILE SPEED:27.0 MPH
PERCENT UNDER PACE:4.8 %
Mtn Trail 2022-27
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 106
312
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET TIERRA REJADA RD TO MOUNTAIN MEADOW DR (S)
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:11:15 AM -12:15 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY NORTH OF MTN MEADOW
DATE OF SURVEY
85th PERCENTILE 33.0 MPH
10 MPH PACE 26 - 35 MPH
PERCENT IN PACE 89.1 %
POSTED SPEED LIMIT 30 MPH *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 and 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP - CEDAR SPRINGS / MTN MEADOW
CROSSWALKS AT TIERRA REJADA (sch) / CEDAR SPRINGS
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES / BUS STOPS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE SLIGHT-GRADUAL "S" CURVES
LATERAL VISIBILITY GOOD
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (NF) / TIERRA REJADA PARK / COMMERCIAL@TIERRA REJADA
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 mph When Children Present, School Zone File:Mtn Trail 2022-28
NF = Non-Fronting
The recommended 30 mph speed limit is 3.0 mph below the newly measured 85th percentile speed and meets CVC standards.
0.28
2,750
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET TIERRA REJADA RD TO MOUNTAIN MEADOW DR (S)
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:11:15 AM -12:15 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 99.2%36 X 96.6%35 X 93.3%}PACE34X89.9%}PACE33X84.9%}PACE- - - - - - - - -85PCT32X76.5%}PACE31X65.5%}PACE30X55.5%}PACE29X42.0%}PACE- - - - - -MEAN28X31.9%}PACE27X21.0%}PACE26X10.9%}PACE- - - - - -15PCT25X4.2%24 X 0.8%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:35 MPH
LOWER LIMIT 10 MPH PACE:26 MPH 85th PERCENTILE SPEED:33.0 MPH
PERCENT OVER PACE:10.1 %MEDIAN SPEED:29.6 MPH
PERCENT IN PACE:89.1 %15th PERCENTILE SPEED:26.4 MPH
PERCENT UNDER PACE:4.2 %
Mtn Trail 2022-28
HCI
Resolution No. 2022-_______
Page 108
314
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET TIERRA REJADA RD TO MOUNTAIN MEADOW DR (S)
DATE:2/10/2022 SURVEY BY:E. BUENDIA
TIME:11:15 AM -12:15 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%X 1 0.8%100.0%X X X 3 2.5%99.2%X X X X 4 3.4%96.6%35 X X X X 4 3.4%93.3%X X X X X X 6 5.0%89.9%X X X X X X X X X X 10 8.4%84.9%X X X X X X X X X X X X X 13 10.9%76.5%X X X X X X X X X X X X 12 10.1%65.5%30 X X X X X X X X X X X X X X X X 16 13.4%55.5%X X X X X X X X X X X X 12 10.1%42.0%X X X X X X X X X X X X X 13 10.9%31.9%X X X X X X X X X X X X 12 10.1%21.0%X X X X X X X X 8 6.7%10.9%25 X X X X 4 3.4%4.2%X 1 0.8%0.8%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 119
UPPER LIMIT 10 MPH PACE:35 MPH
LOWER LIMIT 10 MPH PACE:26 MPH 85th PERCENTILE SPEED:33.0 MPH
PERCENT OVER PACE:10.1 %MEDIAN SPEED:29.6 MPH
PERCENT IN PACE:89.1 %15th PERCENTILE SPEED:26.4 MPH
PERCENT UNDER PACE:4.2 %
Mtn Trail 2022-28
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 109
315
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET MOUNTAIN MEADOW (S) TO WOODHILL DR
DATE:2/12/2022 SURVEY BY:C. BUENDIA
TIME:11:45 AM -12:45 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF COUNTRYHILL
DATE OF SURVEY
85th PERCENTILE 32.2 MPH
10 MPH PACE 24 - 33 MPH
PERCENT IN PACE 88.6 %
POSTED SPEED LIMIT 30 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - MOUNTAIN MEADOW / COUNTRY HILL
CROSSWALKS AT COUNTRY HILL (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES / BUS STOPS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE GRADUAL - MODERATE UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE
STUDENT DROP OFF CUT-OUT
ADJACENT LAND USE RESIDENTIAL (NF) / ARROYO WEST SCHOOL / COUNTRY TRAIL PARK
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 mph When Children Present, School Zone File:Mtn Trail 2022-29
NF = Non-Fronting
The recommended 30 mph speed limit is within 2.2 mph of the 85th percentile speed and meets CVC standards.
0.77
1,000
ENGINEERING AND TRAFFIC SURVEY
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RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET MOUNTAIN MEADOW (S) TO WOODHILL DR
DATE:2/12/2022 SURVEY BY:C. BUENDIA
TIME:11:45 AM -12:45 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 100.0%36 X 98.7%35 X 98.7%34 X 92.4%33 X 92.4%}PACE32X83.5%}PACE- - - - - - - - -85PCT31X81.0%}PACE30X70.9%}PACE29X53.2%}PACE28X40.5%}PACE- - - - - -MEAN27X26.6%}PACE26X20.3%}PACE25X12.7%}PACE- - - - - -15PCT24X6.3%}PACE23X3.8%22 X 1.3%21 X 1.3%20 X 1.3%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:33 MPH
LOWER LIMIT 10 MPH PACE:24 MPH 85th PERCENTILE SPEED:32.2 MPH
PERCENT OVER PACE:7.6 %MEDIAN SPEED:28.8 MPH
PERCENT IN PACE:88.6 %15th PERCENTILE SPEED:25.3 MPH
PERCENT UNDER PACE:3.8 %
Mtn Trail 2022-29
HCI
Resolution No. 2022-_______
Page 111
317
C I T Y O F M O O R P A R K
MOUNTAIN TRAIL STREET MOUNTAIN MEADOW (S) TO WOODHILL DR
DATE:2/12/2022 SURVEY BY:C. BUENDIA
TIME:11:45 AM -12:45 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%100.0%X 1 1.3%100.0%0 0.0%98.7%35 X X X X X 5 6.3%98.7%0 0.0%92.4%X X X X X X X 7 8.9%92.4%X X 2 2.5%83.5%X X X X X X X X 8 10.1%81.0%30 X X X X X X X X X X X X X X 14 17.7%70.9%X X X X X X X X X X 10 12.7%53.2%X X X X X X X X X X X 11 13.9%40.5%X X X X X 5 6.3%26.6%X X X X X X 6 7.6%20.3%25 X X X X X 5 6.3%12.7%X X 2 2.5%6.3%X X 2 2.5%3.8%0 0.0%1.3%0 0.0%1.3%20 X 1 1.3%1.3%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 79
UPPER LIMIT 10 MPH PACE:33 MPH
LOWER LIMIT 10 MPH PACE:24 MPH 85th PERCENTILE SPEED:32.2 MPH
PERCENT OVER PACE:7.6 %MEDIAN SPEED:28.8 MPH
PERCENT IN PACE:88.6 %15th PERCENTILE SPEED:25.3 MPH
PERCENT UNDER PACE:3.8 %
Mtn Trail 2022-29
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 112
318
C I T Y O F M O O R P A R K
PEACH HILL ROAD MILLER PKWY TO SPRING ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:3:00 PM -3:45 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF SPRING
DATE OF SURVEY
85th PERCENTILE 37.4 MPH
10 MPH PACE 28 - 37 MPH
PERCENT IN PACE 81.3 %
POSTED SPEED LIMIT 35 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 1
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 1.18 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - SPRING / MILLER
CROSSWALKS AT SPRING (sch) / MILLER (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER BUS STOPS / LOADING ZONE CUT OUT NEAR SCHOOL
NO PARKING MON-FRI 8:30-10am+2:30-4pm LOADING ZONE
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE CONSTANT GRADUAL - MODERATE UPHILL (EB)
HORIZONTAL CURVE CONSTANT GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (many areas of)
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE & PAINTED ISLAND
DESIGNATED BIKE LANES
ADJACENT LAND USE RESIDENTIAL / PINECREST SCH / MESA VERDE MID-SCH / HOLY CROSS CHURCH
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 mph When Children Present, School Zone File:Peach Hill 2022-30
The recommended 35 mph speed limit is 2.4 mph below the 85th percentile speed and meets CVC standards.
0.37
3,150
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 113
319
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
PEACH HILL ROAD MILLER PKWY TO SPRING ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:3:00 PM -3:45 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 99.3%42 X 97.8%41 X 97.8%40 X 94.2%39 X 90.6%38 X 87.8%37 X 83.5%}PACE- - - - - - - - -85PCT36X80.6%}PACE35X71.2%}PACE34X62.6%}PACE33X50.4%}PACE32X39.6%}PACE- - - - - -MEAN31X33.1%}PACE30X25.2%}PACE29X13.7%}PACE- - - - - -15PCT28X7.2%}PACE27X2.2%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:37 MPH
LOWER LIMIT 10 MPH PACE:28 MPH 85th PERCENTILE SPEED:37.4 MPH
PERCENT OVER PACE:16.5 %MEDIAN SPEED:33.0 MPH
PERCENT IN PACE:81.3 %15th PERCENTILE SPEED:29.1 MPH
PERCENT UNDER PACE:2.2 %
Peach Hill 2022-30
HCI
Resolution No. 2022-_______
Page 114
320
C I T Y O F M O O R P A R K
PEACH HILL ROAD MILLER PKWY TO SPRING ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:3:00 PM -3:45 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%X 1 0.7%100.0%X X 2 1.4%99.3%0 0.0%97.8%X X X X X 5 3.6%97.8%40 X X X X X 5 3.6%94.2%X X X X 4 2.9%90.6%X X X X X X 6 4.3%87.8%X X X X 4 2.9%83.5%X X X X X X X X X X X X X 13 9.4%80.6%35 X X X X X X X X X X X X 12 8.6%71.2%X X X X X X X X X X X X X X X X X 17 12.2%62.6%X X X X X X X X X X X X X X X 15 10.8%50.4%X X X X X X X X X 9 6.5%39.6%X X X X X X X X X X X 11 7.9%33.1%30 X X X X X X X X X X X X X X X X 16 11.5%25.2%X X X X X X X X X 9 6.5%13.7%X X X X X X X 7 5.0%7.2%X X X 3 2.2%2.2%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 139
UPPER LIMIT 10 MPH PACE:37 MPH
LOWER LIMIT 10 MPH PACE:28 MPH 85th PERCENTILE SPEED:37.4 MPH
PERCENT OVER PACE:16.5 %MEDIAN SPEED:33.0 MPH
PERCENT IN PACE:81.3 %15th PERCENTILE SPEED:29.1 MPH
PERCENT UNDER PACE:2.2 %
Peach Hill 2022-30
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 115
321
C I T Y O F M O O R P A R K
PEACH HILL ROAD SPRING ST TO MESA VERDE DR
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:2:15 PM -3:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF ROLLING KNOTT
DATE OF SURVEY
85th PERCENTILE 42.8 MPH
10 MPH PACE 36 - 45 MPH
PERCENT IN PACE 83.2 %
POSTED SPEED LIMIT 40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - SPRING / STOP - MESA VERDE
CROSSWALKS AT SPRING (sch) / MESA VERDE (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING YES w/AREAS OF NO PARKING ANYTIME
OTHER DESIGNATED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES
HORIZONTAL CURVE NONE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO (EB) - YES / YES (WB)
STREET LIGHTING FEW
OTHER DOUBLE YELLOW CENTERLINE
WIDE ROADWAY / NO SHOULDERS (EB)
ADJACENT LAND USE RESIDENTIAL (F+NF)
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 mph When Children Present, School Zone File:Peach Hill 2022-31
F+NF = Fronting+Non-fronting
The recommended 40 mph speed limit is 2.8 mph below the newly measured 85th percentile speed and meets CVC standards.
0.57
3,200
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 116
322
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
PEACH HILL ROAD SPRING ST TO MESA VERDE DR
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:2:15 PM -3:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 98.5%45 X 96.2%}PACE44X92.4%}PACE43X87.0%}PACE42X77.9%}PACE- - - - - - - - -85PCT41X67.2%}PACE40X58.8%}PACE39X47.3%}PACE- - - - - -MEAN38X36.6%}PACE37X31.3%}PACE36X21.4%}PACE35X13.0%- - - - - -15PCT34X11.5%33 X 8.4%32 X 6.1%31 X 2.3%30 X 0.8%29 X 0.8%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:45 MPH
LOWER LIMIT 10 MPH PACE:36 MPH 85th PERCENTILE SPEED:42.8 MPH
PERCENT OVER PACE:3.8 %MEDIAN SPEED:39.2 MPH
PERCENT IN PACE:83.2 %15th PERCENTILE SPEED:35.2 MPH
PERCENT UNDER PACE:13.0 %
Peach Hill 2022-31
HCI
Resolution No. 2022-_______
Page 117
323
C I T Y O F M O O R P A R K
PEACH HILL ROAD SPRING ST TO MESA VERDE DR
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:2:15 PM -3:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%X X 2 1.5%100.0%X X X 3 2.3%98.5%45 X X X X X 5 3.8%96.2%X X X X X X X 7 5.3%92.4%X X X X X X X X X X X X 12 9.2%87.0%X X X X X X X X X X X X X X 14 10.7%77.9%X X X X X X X X X X X 11 8.4%67.2%40 X X X X X X X X X X X X X X X 15 11.5%58.8%X X X X X X X X X X X X X X 14 10.7%47.3%X X X X X X X 7 5.3%36.6%X X X X X X X X X X X X X 13 9.9%31.3%X X X X X X X X X X X 11 8.4%21.4%35 X X 2 1.5%13.0%X X X X 4 3.1%11.5%X X X 3 2.3%8.4%X X X X X 5 3.8%6.1%X X 2 1.5%2.3%30 0 0.0%0.8%X 1 0.8%0.8%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 131
UPPER LIMIT 10 MPH PACE:45 MPH
LOWER LIMIT 10 MPH PACE:36 MPH 85th PERCENTILE SPEED:42.8 MPH
PERCENT OVER PACE:3.8 %MEDIAN SPEED:39.2 MPH
PERCENT IN PACE:83.2 %15th PERCENTILE SPEED:35.2 MPH
PERCENT UNDER PACE:13.0 %
Peach Hill 2022-31
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 118
324
C I T Y O F M O O R P A R K
PEACH HILL ROAD MESA VERDE DR TO TIERRA REJADA RD
DATE:2/12/2022 SURVEY BY:C. BUENDIA
TIME:10:40 AM -11:30 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF KNOTTY PINE
DATE OF SURVEY
85th PERCENTILE 36.9 MPH
10 MPH PACE 30 - 39 MPH
PERCENT IN PACE 84.0 %
POSTED SPEED LIMIT 35 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP - MESA VERDE / CHRISTIAN BARRETT
CROSSWALKS AT TIERRA REJADA / CHRISTIAN BARRETT (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER BIKE ROUTE / BUS STOPS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES
HORIZONTAL CURVE NONE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / YES
STREET LIGHTING YES
OTHER SOLID DOUBLE CENTERLINE
ADJACENT LAND USE RESIDENTIAL / PEACH HILL ELEMENTARY SCHOOL & PARK
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 mph When Children Present, School Zone File:Peach Hill 2022-32
The recommended 35 mph speed limit is within 1.9 mph of the 85th percentile speed and meets CVC standards.
0.56
4,050
ENGINEERING AND TRAFFIC SURVEY
2/12/2022
HCI
Resolution No. 2022-_______
Page 119
325
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
PEACH HILL ROAD MESA VERDE DR TO TIERRA REJADA RD
DATE:2/12/2022 SURVEY BY:C. BUENDIA
TIME:10:40 AM -11:30 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 99.2%40 X 96.8%39 X 94.4%}PACE38X91.2%}PACE37X85.6%}PACE36X78.4%}PACE- - - - - - - - -85PCT35X72.0%}PACE34X58.4%}PACE33X48.0%}PACE- - - - - -MEAN32X37.6%}PACE31X28.0%}PACE30X20.0%}PACE29X10.4%- - - - - -15PCT28X8.0%27 X 3.2%26 X 0.8%25 X 0.8%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:39 MPH
LOWER LIMIT 10 MPH PACE:30 MPH 85th PERCENTILE SPEED:36.9 MPH
PERCENT OVER PACE:5.6 %MEDIAN SPEED:33.2 MPH
PERCENT IN PACE:84.0 %15th PERCENTILE SPEED:29.5 MPH
PERCENT UNDER PACE:10.4 %
Peach Hill 2022-32
HCI
Resolution No. 2022-_______
Page 120
326
C I T Y O F M O O R P A R K
PEACH HILL ROAD MESA VERDE DR TO TIERRA REJADA RD
DATE:2/12/2022 SURVEY BY:C. BUENDIA
TIME:10:40 AM -11:30 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%X 1 0.8%100.0%X X X 3 2.4%99.2%40 X X X 3 2.4%96.8%X X X X 4 3.2%94.4%X X X X X X X 7 5.6%91.2%X X X X X X X X X 9 7.2%85.6%X X X X X X X X 8 6.4%78.4%35 X X X X X X X X X X X X X X X X X 17 13.6%72.0%X X X X X X X X X X X X X 13 10.4%58.4%X X X X X X X X X X X X X 13 10.4%48.0%X X X X X X X X X X X X 12 9.6%37.6%X X X X X X X X X X 10 8.0%28.0%30 X X X X X X X X X X X X 12 9.6%20.0%X X X 3 2.4%10.4%X X X X X X 6 4.8%8.0%X X X 3 2.4%3.2%0 0.0%0.8%25 X 1 0.8%0.8%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 125
UPPER LIMIT 10 MPH PACE:39 MPH
LOWER LIMIT 10 MPH PACE:30 MPH 85th PERCENTILE SPEED:36.9 MPH
PERCENT OVER PACE:5.6 %MEDIAN SPEED:33.2 MPH
PERCENT IN PACE:84.0 %15th PERCENTILE SPEED:29.5 MPH
PERCENT UNDER PACE:10.4 %
Peach Hill 2022-32
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 121
327
C I T Y O F M O O R P A R K
POINDEXTER AVENUE MOORPARK AVE TO SIERRA AVE
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:10:10 AM -11:10 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF SIERRA
DATE OF SURVEY
85th PERCENTILE 41.3 MPH
10 MPH PACE 33 - 42 MPH
PERCENT IN PACE 76.5 %
POSTED SPEED LIMIT 40 MPH / *25 MPH
25 MPH (Advisory at Curve)
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 4
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - MOORPARK
CROSSWALKS AT MOORPARK (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES / BUS STOPS
COMMERCIAL VEHICLES OVER 3 TONES PROHIBITTED
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE GRADUAL - MODERATE "C" CURVE (near Moorpark Ave)
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS FAIR - POOR
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE (RPM)
NO PARKING 7:30am-3:30pm (Except Weekends) AT SCHOOL
ADJACENT LAND USE RESIDENTIAL (NF) / CHAPARRAL MID SCH / POINDEXTER PARK / RxR
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 mph When Children Present, School Zone File:Poindexter 2022-33
NF = Non-Fronting
The recommended 40 mph speed limit is within 1.3 mph of the 85th percentile speed and meets CVC standards.
0.45
5,300
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
HCI
Resolution No. 2022-_______
Page 122
328
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
POINDEXTER AVENUE MOORPARK AVE TO SIERRA AVE
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:10:10 AM -11:10 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 98.5%46 X 98.5%45 X 97.8%44 X 93.4%43 X 91.9%42 X 89.7%}PACE41X83.1%}PACE- - - - - - - - -85PCT40X75.7%}PACE39X68.4%}PACE38X58.8%}PACE37X50.0%}PACE- - - - - -MEAN36X40.4%}PACE35X34.6%}PACE34X25.7%}PACE33X18.4%}PACE32X13.2%- - - - - -15PCT31X11.0%30 X 10.3%29 X 5.1%28 X 2.9%27 X 1.5%26 X 0.7%25 X 0.7%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:41.3 MPH
PERCENT OVER PACE:10.3 %MEDIAN SPEED:37.0 MPH
PERCENT IN PACE:76.5 %15th PERCENTILE SPEED:32.3 MPH
PERCENT UNDER PACE:13.2 %
Poindexter 2022-33
HCI
Resolution No. 2022-_______
Page 123
329
C I T Y O F M O O R P A R K
POINDEXTER AVENUE MOORPARK AVE TO SIERRA AVE
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:10:10 AM -11:10 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%X X 2 1.5%100.0%0 0.0%98.5%X 1 0.7%98.5%45 X X X X X X 6 4.4%97.8%X X 2 1.5%93.4%X X X 3 2.2%91.9%X X X X X X X X X 9 6.6%89.7%X X X X X X X X X X 10 7.4%83.1%40 X X X X X X X X X X 10 7.4%75.7%X X X X X X X X X X X X X 13 9.6%68.4%X X X X X X X X X X X X 12 8.8%58.8%X X X X X X X X X X X X X 13 9.6%50.0%X X X X X X X X 8 5.9%40.4%35 X X X X X X X X X X X X 12 8.8%34.6%X X X X X X X X X X 10 7.4%25.7%X X X X X X X 7 5.1%18.4%X X X 3 2.2%13.2%X 1 0.7%11.0%30 X X X X X X X 7 5.1%10.3%X X X 3 2.2%5.1%X X 2 1.5%2.9%X 1 0.7%1.5%0 0.0%0.7%25 X 1 0.7%0.7%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 136
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:41.3 MPH
PERCENT OVER PACE:10.3 %MEDIAN SPEED:37.0 MPH
PERCENT IN PACE:76.5 %15th PERCENTILE SPEED:32.3 MPH
PERCENT UNDER PACE:13.2 %
Poindexter 2022-33
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 124
330
C I T Y O F M O O R P A R K
POINDEXTER AVENUE SIERRA AVE TO GABBERT AVE
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:11:15 AM -12:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF TECH CENTER
DATE OF SURVEY
85th PERCENTILE 43.6 MPH
10 MPH PACE 35 - 44 MPH
PERCENT IN PACE 73.5 %
POSTED SPEED LIMIT 40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS STOP - GABBERT
CROSSWALKS NONE
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC YES
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES / NO SHOULDERS
COMMERCIAL VEHICLES OVER 3 TONES PROHIBITTED
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE SLIGHT "S" CURVE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS POOR
SIDEWALKS/DRIVEWAYS YES / NO (WB) - YES / YES (EB)
STREET LIGHTING YES
OTHER RPM MEDIAN w/LEFTS
RxR PARALLEL NORTHSIDE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / INDUSTRIAL / BUSINESS / RxR (parallels)
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Poindexter 2022-34
The recommended 40 mph speed limit is within 3.6 mph of the 85th percentile speed and meets CVC standards.
0.56
4,150
ENGINEERING AND TRAFFIC SURVEY
2/10/2022
HCI
Resolution No. 2022-_______
Page 125
331
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
POINDEXTER AVENUE SIERRA AVE TO GABBERT AVE
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:11:15 AM -12:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 98.5%48 X 97.1%47 X 94.1%46 X 93.4%45 X 93.4%44 X 87.5%}PACE43X81.6%}PACE- - - - - - - - -85PCT42X74.3%}PACE41X69.9%}PACE40X57.4%}PACE39X48.5%}PACE- - - - - -MEAN38X39.7%}PACE37X32.4%}PACE36X25.0%}PACE35X20.6%}PACE34X14.0%- - - - - -15PCT33X12.5%32 X 8.8%31 X 8.1%30 X 5.9%29 X 2.9%28 X 2.9%27 X 1.5%26 X 0.7%25 X 0.7%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:44 MPH
LOWER LIMIT 10 MPH PACE:35 MPH 85th PERCENTILE SPEED:43.6 MPH
PERCENT OVER PACE:12.5 %MEDIAN SPEED:39.2 MPH
PERCENT IN PACE:73.5 %15th PERCENTILE SPEED:34.2 MPH
PERCENT UNDER PACE:14.0 %
Poindexter 2022-34
HCI
Resolution No. 2022-_______
Page 126
332
C I T Y O F M O O R P A R K
POINDEXTER AVENUE SIERRA AVE TO GABBERT AVE
DATE:2/10/2022 SURVEY BY:C. BUENDIA
TIME:11:15 AM -12:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 X X 2 1.5%100.0%X X 2 1.5%98.5%X X X X 4 2.9%97.1%X 1 0.7%94.1%0 0.0%93.4%45 X X X X X X X X 8 5.9%93.4%X X X X X X X X 8 5.9%87.5%X X X X X X X X X X 10 7.4%81.6%X X X X X X 6 4.4%74.3%X X X X X X X X X X X X X X X X X 17 12.5%69.9%40 X X X X X X X X X X X X 12 8.8%57.4%X X X X X X X X X X X X 12 8.8%48.5%X X X X X X X X X X 10 7.4%39.7%X X X X X X X X X X 10 7.4%32.4%X X X X X X 6 4.4%25.0%35 X X X X X X X X X 9 6.6%20.6%X X 2 1.5%14.0%X X X X X 5 3.7%12.5%X 1 0.7%8.8%X X X 3 2.2%8.1%30 X X X X 4 2.9%5.9%0 0.0%2.9%X X 2 1.5%2.9%X 1 0.7%1.5%0 0.0%0.7%25 X 1 0.7%0.7%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 136
UPPER LIMIT 10 MPH PACE:44 MPH
LOWER LIMIT 10 MPH PACE:35 MPH 85th PERCENTILE SPEED:43.6 MPH
PERCENT OVER PACE:12.5 %MEDIAN SPEED:39.2 MPH
PERCENT IN PACE:73.5 %15th PERCENTILE SPEED:34.2 MPH
PERCENT UNDER PACE:14.0 %
Poindexter 2022-34
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 127
333
C I T Y O F M O O R P A R K
PRINCETON AVENUE CAMPUS PARK DR TO 118 FWY
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:15 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF CAMPUS PARK
DATE OF SURVEY
85th PERCENTILE 40.8 MPH
10 MPH PACE 32 - 41 MPH
PERCENT IN PACE 84.7 %
POSTED SPEED LIMIT 40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - 118 FWY WB RAMPS / 118 FWY EB RAMPS / STOP - *CAMPUS PARK
CROSSWALKS AT CAMPUS PARK
PEDESTRIAN/BICYCLES FEW / YES
TRUCK TRAFFIC FEW
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES / BUS STOPS
* RIGHT LANE "DO NOT STOP" AT CAMPUS PARK NB
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE SLIGHT "S" CURVES
LATERAL VISIBILITY GOOD
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (non-fronting) / COMMERCIAL / DAY CARE CTR / 118 FWY
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 mph When Children Present, School Zone File:Princeton 2022-35
The recommended 40 mph speed limit is within 0.8 mph of the 85th percentile speed and meets CVC standards.
0.28
5,750
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 128
334
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
PRINCETON AVENUE CAMPUS PARK DR TO 118 FWY
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:15 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 97.7%45 X 96.9%44 X 95.4%43 X 93.1%42 X 90.1%41 X 86.3%}PACE40X80.2%}PACE- - - - - - - - -85PCT39X71.0%}PACE38X63.4%}PACE37X49.6%}PACE- - - - - -MEAN36X40.5%}PACE35X32.1%}PACE34X20.6%}PACE33X12.2%}PACE- - - - - -15PCT32X6.9%}PACE31X1.5%30 X 1.5%29 X 0.8%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:40.8 MPH
PERCENT OVER PACE:13.7 %MEDIAN SPEED:37.0 MPH
PERCENT IN PACE:84.7 %15th PERCENTILE SPEED:33.3 MPH
PERCENT UNDER PACE:1.5 %
Princeton 2022-35
HCI
Resolution No. 2022-_______
Page 129
335
C I T Y O F M O O R P A R K
PRINCETON AVENUE CAMPUS PARK DR TO 118 FWY
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:15 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%X X X 3 2.3%100.0%X 1 0.8%97.7%45 X X 2 1.5%96.9%X X X 3 2.3%95.4%X X X X 4 3.1%93.1%X X X X X 5 3.8%90.1%X X X X X X X X 8 6.1%86.3%40 X X X X X X X X X X X X 12 9.2%80.2%X X X X X X X X X X 10 7.6%71.0%X X X X X X X X X X X X X X X X X X 18 13.7%63.4%X X X X X X X X X X X X 12 9.2%49.6%X X X X X X X X X X X 11 8.4%40.5%35 X X X X X X X X X X X X X X X 15 11.5%32.1%X X X X X X X X X X X 11 8.4%20.6%X X X X X X X 7 5.3%12.2%X X X X X X X 7 5.3%6.9%0 0.0%1.5%30 X 1 0.8%1.5%X 1 0.8%0.8%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 131
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:40.8 MPH
PERCENT OVER PACE:13.7 %MEDIAN SPEED:37.0 MPH
PERCENT IN PACE:84.7 %15th PERCENTILE SPEED:33.3 MPH
PERCENT UNDER PACE:1.5 %
Princeton 2022-35
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 130
336
C I T Y O F M O O R P A R K
PRINCETON AVENUE 118 FWY (N) TO 118 FWY (S)
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:10:20 AM -10:50 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF CONDOR
DATE OF SURVEY
85th PERCENTILE 43.4 MPH
10 MPH PACE 36 - 45 MPH
PERCENT IN PACE 81.8 %
POSTED SPEED LIMIT 40 MPH
30 + 35 MPH (Advisory at Curves)
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 6
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 and 2 LANES PER DIRECTION (1 Lane near 118 Fwy Overpass)
TRAFFIC CONTROLS SIGNAL - 118 (N) / CONDOR (N)
CROSSWALKS AT CONDOR (N)
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC YES (many)
ON-STREET PARKING NO STOPPING ANYTIME
OTHER BUS STOPS / DESIGNATED-PAINTED BIKE LANES
FLASHING SIGNAL WARNING (NB)
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE MODERATE-SWEEPING "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE
ROAD CONDITIONS FAIR to POOR
SIDEWALKS/DRIVEWAYS PARTIAL / FEW
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE AND RAISED MEDIAN ISLAND
PARTIAL NO CURBS AND DIRT SHOULDERS
ADJACENT LAND USE BUSINESS / 118 FWY OVERPASS / COMMERCIAL
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Princeton 2022-36
The recommended 40 mph speed limit is within 3.4 mph of the 85th percentile speed and meets CVC standards.
0.68
14,500
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 131
337
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
PRINCETON AVENUE 118 FWY (N) TO 118 FWY (S)
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:10:20 AM -10:50 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 99.4%48 X 99.4%47 X 97.5%46 X 96.2%45 X 95.0%}PACE44X89.9%}PACE43X81.1%}PACE- - - - - - - - -85PCT42X74.2%}PACE41X66.0%}PACE40X55.3%}PACE39X42.1%}PACE- - - - - -MEAN38X32.1%}PACE37X22.6%}PACE36X15.1%}PACE35X13.2%- - - - - -15PCT34X8.8%33 X 5.0%32 X 3.1%31 X 2.5%30 X 1.9%29 X 0.6%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:45 MPH
LOWER LIMIT 10 MPH PACE:36 MPH 85th PERCENTILE SPEED:43.4 MPH
PERCENT OVER PACE:5.0 %MEDIAN SPEED:39.6 MPH
PERCENT IN PACE:81.8 %15th PERCENTILE SPEED:36.0 MPH
PERCENT UNDER PACE:13.2 %
Princeton 2022-36
HCI
Resolution No. 2022-_______
Page 132
338
C I T Y O F M O O R P A R K
PRINCETON AVENUE 118 FWY (N) TO 118 FWY (S)
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:10:20 AM -10:50 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 X 1 0.6%100.0%0 0.0%99.4%X X X 3 1.9%99.4%X X 2 1.3%97.5%X X 2 1.3%96.2%45 X X X X X X X X 8 5.0%95.0%X X X X X X X X X X X X X X 14 8.8%89.9%X X X X X X X X X X X 11 6.9%81.1%X X X X X X X X X X X X X 13 8.2%74.2%X X X X X X X X X X X X X X X X X 17 10.7%66.0%40 X X X X X X X X X X X X X X X X X X X X X 21 13.2%55.3%X X X X X X X X X X X X X X X X 16 10.1%42.1%X X X X X X X X X X X X X X X 15 9.4%32.1%X X X X X X X X X X X X 12 7.5%22.6%X X X 3 1.9%15.1%35 X X X X X X X 7 4.4%13.2%X X X X X X 6 3.8%8.8%X X X 3 1.9%5.0%X 1 0.6%3.1%X 1 0.6%2.5%30 X X 2 1.3%1.9%X 1 0.6%0.6%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 159
UPPER LIMIT 10 MPH PACE:45 MPH
LOWER LIMIT 10 MPH PACE:36 MPH 85th PERCENTILE SPEED:43.4 MPH
PERCENT OVER PACE:5.0 %MEDIAN SPEED:39.6 MPH
PERCENT IN PACE:81.8 %15th PERCENTILE SPEED:36.0 MPH
PERCENT UNDER PACE:13.2 %
Princeton 2022-36
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 133
339
C I T Y O F M O O R P A R K
PRINCETON AVENUE 118 FWY (N) TO SPRING ST
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:10:55 AM -11:20 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF SPRING
DATE OF SURVEY
85th PERCENTILE 44.6 MPH
10 MPH PACE 38 - 47 MPH
PERCENT IN PACE 86.3 %
POSTED SPEED LIMIT 40 MPH
30 MPH & 35 MPH (Advisory at Curves)
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 4
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION - (2 Lanes near Spring)
TRAFFIC CONTROLS SIGNAL - SPRING
CROSSWALKS AT SPRING
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC YES (many)
ON-STREET PARKING NO STOPPING ANYTIME
OTHER LIGHT PARKING NEAR SPRING ST (southside)
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE MODERATE-SWEEPING "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE
ROAD CONDITIONS POOR
SIDEWALKS/DRIVEWAYS PARTIAL / NO
STREET LIGHTING YES
OTHER PAINTED 2 WAY LEFT TURN & PAINTED MEDIAN & DBL YELLOW CENTERLINE
PARTIAL NO CURBS AND DIRT SHOULDERS
ADJACENT LAND USE RESIENTIAL (NF-Near Spring) / COMMERCIAL / CONCRETE PLANT / 118 FWY OVERPASS
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
NF = Non-Fronting File:Princeton 2022-37
The recommended 40 mph speed limit is 4.6 mph below the newly measured 85th percentile speed and meets CVC standards.
0.72
14,550
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 134
340
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
PRINCETON AVENUE 118 FWY (N) TO SPRING ST
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:10:55 AM -11:20 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 99.3%52 X 98.6%51 X 97.9%50 X 97.9%49 X 97.9%48 X 96.6%47 X 95.2%}PACE46X91.8%}PACE45X88.4%}PACE44X80.8%}PACE- - - - - - - - -85PCT43X74.7%}PACE42X59.6%}PACE41X43.2%}PACE- - - - - -MEAN40X30.1%}PACE39X23.3%}PACE38X15.1%}PACE37X8.9%- - - - - -15PCT36X8.2%35 X 2.7%34 X 2.1%33 X 2.1%32 X 1.4%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:47 MPH
LOWER LIMIT 10 MPH PACE:38 MPH 85th PERCENTILE SPEED:44.6 MPH
PERCENT OVER PACE:4.8 %MEDIAN SPEED:41.4 MPH
PERCENT IN PACE:86.3 %15th PERCENTILE SPEED:38.0 MPH
PERCENT UNDER PACE:8.9 %
Princeton 2022-37
HCI
Resolution No. 2022-_______
Page 135
341
C I T Y O F M O O R P A R K
PRINCETON AVENUE 118 FWY (N) TO SPRING ST
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:10:55 AM -11:20 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%X 1 0.7%100.0%X 1 0.7%99.3%X 1 0.7%98.6%0 0.0%97.9%50 0 0.0%97.9%X X 2 1.4%97.9%X X 2 1.4%96.6%X X X X X 5 3.4%95.2%X X X X X 5 3.4%91.8%45 X X X X X X X X X X X 11 7.5%88.4%X X X X X X X X X 9 6.2%80.8%X X X X X X X X X X X X X X X X X X X X X X 22 15.1%74.7%X X X X X X X X X X X X X X X X X X X X X X X X 24 16.4%59.6%X X X X X X X X X X X X X X X X X X X 19 13.0%43.2%40 X X X X X X X X X X 10 6.8%30.1%X X X X X X X X X X X X 12 8.2%23.3%X X X X X X X X X 9 6.2%15.1%X 1 0.7%8.9%X X X X X X X X 8 5.5%8.2%35 X 1 0.7%2.7%0 0.0%2.1%X 1 0.7%2.1%X X 2 1.4%1.4%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 146
UPPER LIMIT 10 MPH PACE:47 MPH
LOWER LIMIT 10 MPH PACE:38 MPH 85th PERCENTILE SPEED:44.6 MPH
PERCENT OVER PACE:4.8 %MEDIAN SPEED:41.4 MPH
PERCENT IN PACE:86.3 %15th PERCENTILE SPEED:38.0 MPH
PERCENT UNDER PACE:8.9 %
Princeton 2022-37
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 136
342
C I T Y O F M O O R P A R K
RIDGECREST DRIVE SPRING ST TO HIGH TOP
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:12:40 PM -2:15 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF ELK RUN
DATE OF SURVEY
85th PERCENTILE 40.9 MPH
10 MPH PACE 33 - 42 MPH
PERCENT IN PACE 82.0 %
POSTED SPEED LIMIT 35 MPH EB
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - SPRING / ELK RUN
CROSSWALKS AT SPRING / ELK RUN
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER EQUESTRIAN TRAIL (northside)
DESIGNATED/PAINTED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE GRADUAL UPHILL (EB)
HORIZONTAL CURVE GRADUAL "S" CURVE
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND (Trees block visibilty)
ADJACENT LAND USE RESIENTIAL (non-fronting)
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE - POST WESTBOUND
JUSTIFICATION:
File:Ridgecrest 2022-38
This portion of Ridgecrest Drive is a four lane roadway. Field observations include no stopping anytime and no shoulders along
both sides of roadway, tall-wide trees in median island block visibility of the driver, gradual horizontal-vertical curves,and areas
of limited sight distance. The adjacent land use is solely residential non-fronting to the roadway. The speed survey resulted
with an 85th percentile speed of 40.9 mph and a 10 mph pace range of 33 to 42 mph. With that and the areas of limited sight
distance, it is recommended that the existing 35 mph speed limit be maintained
0.42
1,850
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
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Resolution No. 2022-_______
Page 137
343
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
RIDGECREST DRIVE SPRING ST TO HIGH TOP
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:12:40 PM -2:15 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 99.3%45 X 98.6%44 X 96.4%43 X 94.2%42 X 89.9%}PACE41X85.6%}PACE40X79.9%}PACE- - - - - - - - -85PCT39X71.2%}PACE38X64.7%}PACE37X54.7%}PACE36X41.7%}PACE- - - - - -MEAN35X30.9%}PACE34X20.1%}PACE33X15.1%}PACE32X7.9%- - - - - -15PCT31X5.8%30 X 2.9%29 X 1.4%28 X 0.7%27 X 0.7%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:40.9 MPH
PERCENT OVER PACE:10.1 %MEDIAN SPEED:36.6 MPH
PERCENT IN PACE:82.0 %15th PERCENTILE SPEED:33.0 MPH
PERCENT UNDER PACE:7.9 %
Ridgecrest 2022-38
HCI
Resolution No. 2022-_______
Page 138
344
C I T Y O F M O O R P A R K
RIDGECREST DRIVE SPRING ST TO HIGH TOP
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:12:40 PM -2:15 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%X 1 0.7%100.0%X 1 0.7%99.3%45 X X X 3 2.2%98.6%X X X 3 2.2%96.4%X X X X X X 6 4.3%94.2%X X X X X X 6 4.3%89.9%X X X X X X X X 8 5.8%85.6%40 X X X X X X X X X X X X 12 8.6%79.9%X X X X X X X X X 9 6.5%71.2%X X X X X X X X X X X X X X 14 10.1%64.7%X X X X X X X X X X X X X X X X X X 18 12.9%54.7%X X X X X X X X X X X X X X X 15 10.8%41.7%35 X X X X X X X X X X X X X X X 15 10.8%30.9%X X X X X X X 7 5.0%20.1%X X X X X X X X X X 10 7.2%15.1%X X X 3 2.2%7.9%X X X X 4 2.9%5.8%30 X X 2 1.4%2.9%X 1 0.7%1.4%0 0.0%0.7%X 1 0.7%0.7%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 139
UPPER LIMIT 10 MPH PACE:42 MPH
LOWER LIMIT 10 MPH PACE:33 MPH 85th PERCENTILE SPEED:40.9 MPH
PERCENT OVER PACE:10.1 %MEDIAN SPEED:36.6 MPH
PERCENT IN PACE:82.0 %15th PERCENTILE SPEED:33.0 MPH
PERCENT UNDER PACE:7.9 %
Ridgecrest 2022-38
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 139
345
C I T Y O F M O O R P A R K
SECOND STREET SPRING ST TO MOORPARK AVE
DATE:2/7/2022 SURVEY BY:C. BUENDIA
TIME:4:00 PM -5:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF MILLARD
DATE OF SURVEY
85th PERCENTILE 28.9 MPH
10 MPH PACE 21 - 30 MPH
PERCENT IN PACE 84.3 %
POSTED SPEED LIMIT 25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - SPRING / STOP - MILLARD / MOORPARK / BARD
CROSSWALKS AT SPRING / BARD (sch) / MILLARD (sch) / MOORPARK
PEDESTRIAN/BICYCLES YES / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING YES (heavy)
OTHER COMMERCIAL VEHICLES OVER 3 TONS PROHIBITTED
BUS STOPS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE "S" CURVES AT MILLARD
LATERAL VISIBILITY GOOD
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES / MANY
STREET LIGHTING YES
OTHER DIP AT MILLARD & BARD
"KEEP CLEAR" LEGEND AT HARRY (EB)
SOLID DBL YELLOW CENTERLINE
ADJACENT LAND USE DENSE RESIENTIAL (fronting) / SMALL PARK (at Bard)
RECOMMENDED SPEED LIMIT 25 MPH
SPEED LIMIT CHANGE ESTABLISH AS "RESIDENCE DISTRICT" CVC 515
JUSTIFICATION:
File:Second 2022-39
Second Street is a two lane residential roadway with heavy on-street parking. The posted speed limit is 25 mph. The need to
retain the CVC defined lower speed is based on (1),17 single-family dwellings in a 0.16 mile section between Moorpark Ave and
Bard St,and,(2)27 single-family dwellings in a 0.18 section between Mallard St and Harry St, (3)heavy direct access
driveways,and (3) pedestrian activity as a school is nearby. This segment meets the requirement for the CVC 515 "Residence
District". This segment no longer needs to be included in future Engineering and Traffic surveys.
0.42
2,650
ENGINEERING AND TRAFFIC SURVEY
2/7/2022
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Resolution No. 2022-_______
Page 140
346
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
SECOND STREET SPRING ST TO MOORPARK AVE
DATE:2/7/2022 SURVEY BY:C. BUENDIA
TIME:4:00 PM -5:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 100.0%36 X 100.0%35 X 99.3%34 X 98.5%33 X 96.3%32 X 93.3%31 X 91.8%30 X 88.1%}PACE29X85.8%}PACE28X79.9%}PACE- - - - - - - - -85PCT27X70.9%}PACE26X61.2%}PACE25X49.3%}PACE- - - - - -MEAN24X35.1%}PACE23X23.1%}PACE22X16.4%}PACE21X8.2%}PACE- - - - - -15PCT20X3.7%19 X 1.5%18 X 0.7%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:30 MPH
LOWER LIMIT 10 MPH PACE:21 MPH 85th PERCENTILE SPEED:28.9 MPH
PERCENT OVER PACE:14.2 %MEDIAN SPEED:25.1 MPH
PERCENT IN PACE:84.3 %15th PERCENTILE SPEED:21.8 MPH
PERCENT UNDER PACE:3.7 %
Second 2022-39
HCI
Resolution No. 2022-_______
Page 141
347
C I T Y O F M O O R P A R K
SECOND STREET SPRING ST TO MOORPARK AVE
DATE:2/7/2022 SURVEY BY:C. BUENDIA
TIME:4:00 PM -5:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%100.0%100.0%X 1 0.7%100.0%35 X 1 0.7%99.3%X X X 3 2.2%98.5%X X X X 4 3.0%96.3%X X 2 1.5%93.3%X X X X X 5 3.7%91.8%30 X X X 3 2.2%88.1%X X X X X X X X 8 6.0%85.8%X X X X X X X X X X X X 12 9.0%79.9%X X X X X X X X X X X X X 13 9.7%70.9%X X X X X X X X X X X X X X X X 16 11.9%61.2%25 X X X X X X X X X X X X X X X X X X X 19 14.2%49.3%X X X X X X X X X X X X X X X X 16 11.9%35.1%X X X X X X X X X 9 6.7%23.1%X X X X X X X X X X X 11 8.2%16.4%X X X X X X 6 4.5%8.2%20 X X X 3 2.2%3.7%X 1 0.7%1.5%X 1 0.7%0.7%0.0%0.0%15 0.0%TOTAL VEHICLES 134
UPPER LIMIT 10 MPH PACE:30 MPH
LOWER LIMIT 10 MPH PACE:21 MPH 85th PERCENTILE SPEED:28.9 MPH
PERCENT OVER PACE:14.2 %MEDIAN SPEED:25.1 MPH
PERCENT IN PACE:84.3 %15th PERCENTILE SPEED:21.8 MPH
PERCENT UNDER PACE:3.7 %
Second 2022-39
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 142
348
C I T Y O F M O O R P A R K
SPRING STREET WALNUT CANYON RD TO ELK RUN LOOP
DATE:2/58/2022 SURVEY BY:C. BUENDIA
TIME:2:30 PM -3:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF RIDGECREST
DATE OF SURVEY
85th PERCENTILE 46.2 MPH
10 MPH PACE 39 - 48 MPH
PERCENT IN PACE 85.9 %
POSTED SPEED LIMIT 45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 2
TOTAL ACCIDENTS 4
ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.54 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - WALNUT CANYON / RIDGECREST / ELK RUN LOOP
CROSSWALKS AT WALNUT CANYON / RIDGECREST / ELK RUN LOOP
PEDESTRIAN/BICYCLES FEW / YES
TRUCK TRAFFIC NO (Except for Local Deliveries)
ON-STREET PARKING NO STOPPING ANYTIME
OTHER FENCED EQUESTRIAN TRAIL
BIKE LANES / BUS CUT OUTS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE CONSTANT GRADUAL UPHILL GRADE (NB)
HORIZONTAL CURVE SEVERAL GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
TALL TREES IN MEDIAN RESRICT SIGHT DISTANCE
ADJACENT LAND USE RESIENTIAL (non-fronting) / OPEN
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Spring 2022-40
The recommended 45 mph speed limit is within 1.2 mph of the 85th percentile speed and meets CVC standards.
0.48
10,550
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 143
349
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
SPRING STREET WALNUT CANYON RD TO ELK RUN LOOP
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:2:30 PM -3:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 98.1%48 X 94.9%}PACE47X90.4%}PACE46X84.0%}PACE- - - - - - - - -85PCT45X74.4%}PACE44X60.3%}PACE43X48.1%}PACE- - - - - -MEAN42X39.1%}PACE41X28.8%}PACE40X19.9%}PACE39X13.5%}PACE- - - - - -15PCT38X9.0%37 X 5.1%36 X 1.9%35 X 0.6%34 X 0.0%33 X 0.0%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:48 MPH
LOWER LIMIT 10 MPH PACE:39 MPH 85th PERCENTILE SPEED:46.2 MPH
PERCENT OVER PACE:5.1 %MEDIAN SPEED:43.2 MPH
PERCENT IN PACE:85.9 %15th PERCENTILE SPEED:39.2 MPH
PERCENT UNDER PACE:9.0 %
Spring 2022-40
HCI
Resolution No. 2022-_______
Page 144
350
C I T Y O F M O O R P A R K
SPRING STREET WALNUT CANYON RD TO ELK RUN LOOP
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:2:30 PM -3:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 X X X 3 1.9%100.0%X X X X X 5 3.2%98.1%X X X X X X X 7 4.5%94.9%X X X X X X X X X X 10 6.4%90.4%X X X X X X X X X X X X X X X 15 9.6%84.0%45 X X X X X X X X X X X X X X X X X X X X X X 22 14.1%74.4%X X X X X X X X X X X X X X X X X X X 19 12.2%60.3%X X X X X X X X X X X X X X 14 9.0%48.1%X X X X X X X X X X X X X X X X 16 10.3%39.1%X X X X X X X X X X X X X X 14 9.0%28.8%40 X X X X X X X X X X 10 6.4%19.9%X X X X X X X 7 4.5%13.5%X X X X X X 6 3.8%9.0%X X X X X 5 3.2%5.1%X X 2 1.3%1.9%35 X 1 0.6%0.6%0.0%0.0%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 156
UPPER LIMIT 10 MPH PACE:48 MPH
LOWER LIMIT 10 MPH PACE:39 MPH 85th PERCENTILE SPEED:46.2 MPH
PERCENT OVER PACE:5.1 %MEDIAN SPEED:43.2 MPH
PERCENT IN PACE:85.9 %15th PERCENTILE SPEED:39.2 MPH
PERCENT UNDER PACE:9.0 %
Spring 2022-40
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 145
351
C I T Y O F M O O R P A R K
SPRING STREET ELK RUN LOOP TO HIGH ST
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:2:05 PM -2:30 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF ELK RUN LOOP
DATE OF SURVEY
85th PERCENTILE 49.8 MPH
10 MPH PACE 42 - 51 MPH
PERCENT IN PACE 82.2 %
POSTED SPEED LIMIT 45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 1
TOTAL ACCIDENTS 3
ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.14 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - ELK RUN LOOP / CHARLES / HIGH
CROSSWALKS AT ELK RUN LOOP / CHARLES / HIGH
PEDESTRIAN/BICYCLES FEW / YES
TRUCK TRAFFIC NO (Except for Local Deliveries)
ON-STREET PARKING NO STOPPING ANYTIME
OTHER FENCED EQUESTRIAN TRAIL (SB) / BUS CUT OUTS
WATCH DOWNHILL SPEED (SB) / BIKE LANES
ELECTRONIC RADAR FEEDBACK
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE CONSTANT GRADUAL UPHILL GRADE (NB)
HORIZONTAL CURVE SEVERAL GRADUAL - MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES (NB) / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
TALL TREES IN MEDIAN RESTRICT SIGHT DISTANCE
ADJACENT LAND USE RESIENTIAL (non-fronting) / OPEN / VENTURA COUNTY PUBLIC WORKS
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Spring 2022-41
The recommended 45 mph speed limit is within 4.8 mph of the 85th percentile speed and meets CVC standards.
0.72
13,350
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 146
352
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
SPRING STREET ELK RUN LOOP TO HIGH ST
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:2:05 PM -2:30 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 99.5%54 X 98.4%53 X 96.8%52 X 94.1%51 X 90.8%}PACE50X85.9%}PACE49X80.0%}PACE- - - - - - - - -85PCT48X73.5%}PACE47X64.9%}PACE46X54.1%}PACE45X41.1%}PACE- - - - - -MEAN44X29.7%}PACE43X20.0%}PACE42X13.5%}PACE- - - - - -15PCT41X8.6%40 X 3.8%39 X 2.2%38 X 0.0%37 X 0.0%36 X 0.0%35 X 0.0%34 X 0.0%33 X 0.0%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:51 MPH
LOWER LIMIT 10 MPH PACE:42 MPH 85th PERCENTILE SPEED:49.8 MPH
PERCENT OVER PACE:14.1 %MEDIAN SPEED:45.7 MPH
PERCENT IN PACE:82.2 %15th PERCENTILE SPEED:42.2 MPH
PERCENT UNDER PACE:8.6 %
Spring 2022-41
HCI
Resolution No. 2022-_______
Page 147
353
C I T Y O F M O O R P A R K
SPRING STREET ELK RUN LOOP TO HIGH ST
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:2:05 PM -2:30 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%X 1 0.5%100.0%55 X X 2 1.1%99.5%X X X 3 1.6%98.4%X X X X X 5 2.7%96.8%X X X X X X 6 3.2%94.1%X X X X X X X X X 9 4.9%90.8%50 X X X X X X X X X X X 11 5.9%85.9%X X X X X X X X X X X X 12 6.5%80.0%X X X X X X X X X X X X X X X X 16 8.6%73.5%X X X X X X X X X X X X X X X X X X X X 20 10.8%64.9%X X X X X X X X X X X X X X X X X X X X X X X X 24 13.0%54.1%45 X X X X X X X X X X X X X X X X X X X X X 21 11.4%41.1%X X X X X X X X X X X X X X X X X X 18 9.7%29.7%X X X X X X X X X X X X 12 6.5%20.0%X X X X X X X X X 9 4.9%13.5%X X X X X X X X X 9 4.9%8.6%40 X X X 3 1.6%3.8%X X X X 4 2.2%2.2%0.0%0.0%0.0%35 0.0%0.0%0.0%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 185
UPPER LIMIT 10 MPH PACE:51 MPH
LOWER LIMIT 10 MPH PACE:42 MPH 85th PERCENTILE SPEED:49.8 MPH
PERCENT OVER PACE:14.1 %MEDIAN SPEED:45.7 MPH
PERCENT IN PACE:82.2 %15th PERCENTILE SPEED:42.2 MPH
PERCENT UNDER PACE:8.6 %
Spring 2022-41
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 148
354
C I T Y O F M O O R P A R K
SPRING STREET HIGH ST / PRINCESTON AVE TO LOS ANGELES AVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:1:30 PM -2:00 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF 2ND ST
DATE OF SURVEY
85th PERCENTILE 41.9 MPH
10 MPH PACE 34 - 43 MPH
PERCENT IN PACE 87.3 %
POSTED SPEED LIMIT 40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 4
TOTAL ACCIDENTS 12
ANNUAL ACCIDENT RATE 2.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.76 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - HIGH / 2ND / LOS ANGELES
CROSSWALKS AT HIGH / 2ND / LOS ANGELES
PEDESTRIAN/BICYCLES YES / FEW
TRUCK TRAFFIC YES
ON-STREET PARKING NO STOPPING ANYTIME
OTHER BIKE LANES END AT 2ND ST
BUS CUT OUTS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE NONE
HORIZONTAL CURVE NONE
LATERAL VISIBILITY GOOD
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER PARTIAL RAISED MEDIAN ISLAND AND PAINTED ISLAND (n.of 2nd)
RxR XING
ADJACENT LAND USE RESIENTIAL (non-fronting) / POLICE STATION / COMMERCIAL / RxR XING
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Spring 2022-42
The recommended 40 mph speed limit is within 1.9 mph of the 85th percentile speed and meets CVC standards.
0.45
16,050
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 149
355
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
SPRING STREET HIGH ST / PRINCESTON AVE TO LOS ANGELES AVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:1:30 PM -2:00 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 99.4%48 X 99.4%47 X 99.4%46 X 98.8%45 X 97.6%44 X 95.8%43 X 92.2%}PACE42X86.1%}PACE41X77.1%}PACE- - - - - - - - -85PCT40X66.3%}PACE39X51.8%}PACE38X37.3%}PACE- - - - - -MEAN37X28.3%}PACE36X19.3%}PACE35X13.3%}PACE- - - - - -15PCT34X9.0%}PACE33X4.8%32 X 2.4%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:43 MPH
LOWER LIMIT 10 MPH PACE:34 MPH 85th PERCENTILE SPEED:41.9 MPH
PERCENT OVER PACE:7.8 %MEDIAN SPEED:38.9 MPH
PERCENT IN PACE:87.3 %15th PERCENTILE SPEED:35.3 MPH
PERCENT UNDER PACE:4.8 %
Spring 2022-42
HCI
Resolution No. 2022-_______
Page 150
356
C I T Y O F M O O R P A R K
SPRING STREET HIGH ST / PRINCESTON AVE TO LOS ANGELES AVE
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:1:30 PM -2:00 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 X 1 0.6%100.0%0 0.0%99.4%0 0.0%99.4%X 1 0.6%99.4%X X 2 1.2%98.8%45 X X X 3 1.8%97.6%X X X X X X 6 3.6%95.8%X X X X X X X X X X 10 6.0%92.2%X X X X X X X X X X X X X X X 15 9.0%86.1%X X X X X X X X X X X X X X X X X X 18 10.8%77.1%40 X X X X X X X X X X X X X X X X X X X X X X X X 24 14.5%66.3%X X X X X X X X X X X X X X X X X X X X X X X X 24 14.5%51.8%X X X X X X X X X X X X X X X 15 9.0%37.3%X X X X X X X X X X X X X X X 15 9.0%28.3%X X X X X X X X X X 10 6.0%19.3%35 X X X X X X X 7 4.2%13.3%X X X X X X X 7 4.2%9.0%X X X X 4 2.4%4.8%X X X X 4 2.4%2.4%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 166
UPPER LIMIT 10 MPH PACE:43 MPH
LOWER LIMIT 10 MPH PACE:34 MPH 85th PERCENTILE SPEED:41.9 MPH
PERCENT OVER PACE:7.8 %MEDIAN SPEED:38.9 MPH
PERCENT IN PACE:87.3 %15th PERCENTILE SPEED:35.3 MPH
PERCENT UNDER PACE:4.8 %
Spring 2022-42
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 151
357
C I T Y O F M O O R P A R K
SPRING STREET PEACH HILL RD TO TIERRA REJADA RD
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:3:00 PM -3:25 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY NORTH OF TIERRA REJADA
DATE OF SURVEY
85th PERCENTILE 47.6 MPH
10 MPH PACE 40 - 49 MPH
PERCENT IN PACE 86.3 %
POSTED SPEED LIMIT 45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 1
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.19 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - PEACH HILL / TIERRA REJADA
CROSSWALKS AT PEACH HILL (sch) / TIERRA REJADA
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
KEEP CLEAR (SB) AT CHRISTIAN BARRETT
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES
HORIZONTAL CURVE SLIGHT-GRADUAL "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO (NB) - YES / FEW (SB)
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
NARROW ROADWAY
ADJACENT LAND USE RESIENTIAL (non-fronting) / COMMERCIAL (at Tierra Rejada) / PARK
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Spring 2022-43
The recommended 45 mph speed limit is within 2.6 mph of the 85th percentile speed and meets CVC standards.
0.66
11,150
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 152
358
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
SPRING STREET PEACH HILL RD TO TIERRA REJADA RD
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:3:00 PM -3:25 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 99.5%50 X 98.0%49 X 93.9%}PACE48X88.3%}PACE47X79.7%}PACE- - - - - - - - -85PCT46X70.6%}PACE45X59.9%}PACE44X48.2%}PACE- - - - - -MEAN43X38.1%}PACE42X27.9%}PACE41X18.8%}PACE40X12.7%}PACE- - - - - -15PCT39X7.6%38 X 4.6%37 X 1.5%36 X 0.5%35 X 0.0%34 X 0.0%33 X 0.0%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:49 MPH
LOWER LIMIT 10 MPH PACE:40 MPH 85th PERCENTILE SPEED:47.6 MPH
PERCENT OVER PACE:6.1 %MEDIAN SPEED:44.2 MPH
PERCENT IN PACE:86.3 %15th PERCENTILE SPEED:40.4 MPH
PERCENT UNDER PACE:7.6 %
Spring 2022-43
HCI
Resolution No. 2022-_______
Page 153
359
C I T Y O F M O O R P A R K
SPRING STREET PEACH HILL RD TO TIERRA REJADA RD
DATE:2/8/2022 SURVEY BY:E. BUENDIA
TIME:3:00 PM -3:25 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%X 1 0.5%100.0%X X X 3 1.5%99.5%50 X X X X X X X X 8 4.1%98.0%X X X X X X X X X X X 11 5.6%93.9%X X X X X X X X X X X X X X X X X 17 8.6%88.3%X X X X X X X X X X X X X X X X X X 18 9.1%79.7%X X X X X X X X X X X X X X X X X X X X X 21 10.7%70.6%45 X X X X X X X X X X X X X X X X X X X X X X X 23 11.7%59.9%X X X X X X X X X X X X X X X X X X X X 20 10.2%48.2%X X X X X X X X X X X X X X X X X X X X 20 10.2%38.1%X X X X X X X X X X X X X X X X X X 18 9.1%27.9%X X X X X X X X X X X X 12 6.1%18.8%40 X X X X X X X X X X 10 5.1%12.7%X X X X X X 6 3.0%7.6%X X X X X X 6 3.0%4.6%X X 2 1.0%1.5%X 1 0.5%0.5%35 0.0%0.0%0.0%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 197
UPPER LIMIT 10 MPH PACE:49 MPH
LOWER LIMIT 10 MPH PACE:40 MPH 85th PERCENTILE SPEED:47.6 MPH
PERCENT OVER PACE:6.1 %MEDIAN SPEED:44.2 MPH
PERCENT IN PACE:86.3 %15th PERCENTILE SPEED:40.4 MPH
PERCENT UNDER PACE:7.6 %
Spring 2022-43
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 154
360
C I T Y O F M O O R P A R K
SPRING ROAD PEACH HILL RD TO TIERRA REJADA RD
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:3:30 PM -4:05 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY NORTH OF TIERRA REJADA
DATE OF SURVEY
85th PERCENTILE 45.2 MPH
10 MPH PACE 38 - 47 MPH
PERCENT IN PACE 80.3 %
POSTED SPEED LIMIT 45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - PEACH HILL / TIERRA REJADA
CROSSWALKS AT PEACH HILL (sch) / TIERRA REJADA
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES
HORIZONTAL CURVE SLIGHT-GRADUAL "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO (NB) - YES / FEW (SB)
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
NARROW ROADWAY
ADJACENT LAND USE RESIDENTIAL (non-fronting) / COMMERCIAL (at Tierra Rejada) / PARK / CHURCH
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Spring 2022-44
The recommended 45 mph speed limit is within 0.2 mph of the 85th percentile speed and meets CVC standards.
0.66
9,100
ENGINEERING AND TRAFFIC SURVEY
2/8/2022
HCI
Resolution No. 2022-_______
Page 155
361
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
SPRING ROAD PEACH HILL RD TO TIERRA REJADA RD
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:3:30 PM -4:05 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 99.5%49 X 98.9%48 X 96.7%47 X 95.1%}PACE46X89.6%}PACE45X84.2%}PACE- - - - - - - - -85PCT44X77.6%}PACE43X69.4%}PACE42X61.2%}PACE41X52.5%}PACE40X45.4%}PACE- - - - - -MEAN39X33.9%}PACE38X24.0%}PACE37X14.8%- - - - - -15PCT36X9.3%35 X 4.4%34 X 2.2%33 X 0.5%32 X 0.0%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:47 MPH
LOWER LIMIT 10 MPH PACE:38 MPH 85th PERCENTILE SPEED:45.2 MPH
PERCENT OVER PACE:10.4 %MEDIAN SPEED:40.7 MPH
PERCENT IN PACE:80.3 %15th PERCENTILE SPEED:37.0 MPH
PERCENT UNDER PACE:14.8 %
Spring 2022-44
HCI
Resolution No. 2022-_______
Page 156
362
C I T Y O F M O O R P A R K
SPRING ROAD PEACH HILL RD TO TIERRA REJADA RD
DATE:2/8/2022 SURVEY BY:C. BUENDIA
TIME:3:30 PM -4:05 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%X 1 0.5%100.0%50 X 1 0.5%99.5%X X X X 4 2.2%98.9%X X X 3 1.6%96.7%X X X X X X X X X X 10 5.5%95.1%X X X X X X X X X X 10 5.5%89.6%45 X X X X X X X X X X X X 12 6.6%84.2%X X X X X X X X X X X X X X X 15 8.2%77.6%X X X X X X X X X X X X X X X 15 8.2%69.4%X X X X X X X X X X X X X X X X 16 8.7%61.2%X X X X X X X X X X X X X 13 7.1%52.5%40 X X X X X X X X X X X X X X X X X X X X X 21 11.5%45.4%X X X X X X X X X X X X X X X X X X 18 9.8%33.9%X X X X X X X X X X X X X X X X X 17 9.3%24.0%X X X X X X X X X X 10 5.5%14.8%X X X X X X X X X 9 4.9%9.3%35 X X X X 4 2.2%4.4%X X X 3 1.6%2.2%X 1 0.5%0.5%0.0%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 183
UPPER LIMIT 10 MPH PACE:47 MPH
LOWER LIMIT 10 MPH PACE:38 MPH 85th PERCENTILE SPEED:45.2 MPH
PERCENT OVER PACE:10.4 %MEDIAN SPEED:40.7 MPH
PERCENT IN PACE:80.3 %15th PERCENTILE SPEED:37.0 MPH
PERCENT UNDER PACE:14.8 %
Spring 2022-44
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 157
363
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD EAST CITY LIMITS TO SPRING ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:9:00 AM -9:30 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OFMILLER
DATE OF SURVEY
85th PERCENTILE 48.3 MPH
10 MPH PACE 40 - 49 MPH
PERCENT IN PACE 71.5 %
POSTED SPEED LIMIT 45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 6
TOTAL ACCIDENTS 12
ANNUAL ACCIDENT RATE 3.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.58 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - FWY NB & SB RAMPS / SUNSET VALLEY / MILLER / SPRING
CROSSWALKS AT MILLER / SPRING
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC YES - LOCAL DELIVERIES ONLY
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
NO TRUCKS OVER 2 AXELS WB ON TIERRA REJADA
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE SLIGHT "S" CURVES
LATERAL VISIBILITY GOOD
ROAD CONDITIONS FAIR
SIDEWALKS/DRIVEWAYS YES (WB) / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
DIRT SHOULDERS EB SUNSET VALLEY TO FWY
ADJACENT LAND USE RESIDENTIAL (non-fronting) / OPEN - AGRICULTURE / GOLF CENTER (e/o fwy)
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Tierra Rejada 2022-45
The recommended 40 mph speed limit is within 3.3 mph of the 85th percentile speed and meets CVC standards.
0.77
18,450
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 158
364
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD EAST CITY LIMITS TO SPRING ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:9:00 AM -9:30 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 98.4%55 X 97.8%54 X 97.3%53 X 96.2%52 X 95.7%51 X 95.7%50 X 93.5%49 X 89.2%}PACE48X82.8%}PACE- - - - - - - - -85PCT47X76.9%}PACE46X66.1%}PACE45X58.1%}PACE44X46.2%}PACE- - - - - -MEAN43X39.2%}PACE42X32.3%}PACE41X24.7%}PACE40X23.1%}PACE39X17.7%38 X 11.3%- - - - - -15PCT37X10.2%36 X 7.0%35 X 3.2%34 X 1.6%33 X 1.1%32 X 0.5%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:49 MPH
LOWER LIMIT 10 MPH PACE:40 MPH 85th PERCENTILE SPEED:48.3 MPH
PERCENT OVER PACE:17.2 %MEDIAN SPEED:44.3 MPH
PERCENT IN PACE:71.5 %15th PERCENTILE SPEED:38.6 MPH
PERCENT UNDER PACE:17.7 %
Tierra Rejada 2022-45
HCI
Resolution No. 2022-_______
Page 159
365
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD EAST CITY LIMITS TO SPRING ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:9:00 AM -9:30 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%X X X 3 1.6%100.0%X 1 0.5%98.4%55 X 1 0.5%97.8%X X 2 1.1%97.3%X 1 0.5%96.2%0 0.0%95.7%X X X X 4 2.2%95.7%50 X X X X X X X X 8 4.3%93.5%X X X X X X X X X X X X 12 6.5%89.2%X X X X X X X X X X X 11 5.9%82.8%X X X X X X X X X X X X X X X X X X X X 20 10.8%76.9%X X X X X X X X X X X X X X X 15 8.1%66.1%45 X X X X X X X X X X X X X X X X X X X X X X 22 11.8%58.1%X X X X X X X X X X X X X 13 7.0%46.2%X X X X X X X X X X X X X 13 7.0%39.2%X X X X X X X X X X X X X X 14 7.5%32.3%X X X 3 1.6%24.7%40 X X X X X X X X X X 10 5.4%23.1%X X X X X X X X X X X X 12 6.5%17.7%X X 2 1.1%11.3%X X X X X X 6 3.2%10.2%X X X X X X X 7 3.8%7.0%35 X X X 3 1.6%3.2%X 1 0.5%1.6%X 1 0.5%1.1%X 1 0.5%0.5%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 186
UPPER LIMIT 10 MPH PACE:49 MPH
LOWER LIMIT 10 MPH PACE:40 MPH 85th PERCENTILE SPEED:48.3 MPH
PERCENT OVER PACE:17.2 %MEDIAN SPEED:44.3 MPH
PERCENT IN PACE:71.5 %15th PERCENTILE SPEED:38.6 MPH
PERCENT UNDER PACE:17.7 %
Tierra Rejada 2022-45
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 160
366
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD SPRING RD TO PEACH HILL RD
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:00 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF HIDDEN PINES
DATE OF SURVEY
85th PERCENTILE 49.2 MPH
10 MPH PACE 42 - 51 MPH
PERCENT IN PACE 78.4 %
POSTED SPEED LIMIT 45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 2
TOTAL ACCIDENTS 7
ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.13 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - PEACH HILL / SPRING
CROSSWALKS AT PEACH HILL / SPRING
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC YES
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
ELECTRONIC DIGITAL SPEED FEEDBACK
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL-MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO (WB) - PARTIAL / NO (EB)
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (non-fronting) / COMMERCIAL (at Spring)
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Tierra Rejada 2022-46
The recommended 45 mph speed limit is 4.2 mph below the newly measured 85th percentile speed and meets CVC standards.
0.98
22,300
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 161
367
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD SPRING RD TO PEACH HILL RD
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:00 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 99.5%55 X 98.9%54 X 98.4%53 X 97.3%52 X 96.2%51 X 95.1%}PACE50X89.7%}PACE49X83.8%}PACE- - - - - - - - -85PCT48X76.8%}PACE47X72.4%}PACE46X65.4%}PACE45X54.6%}PACE44X44.3%}PACE- - - - - -MEAN43X33.0%}PACE42X27.0%}PACE41X16.8%40 X 11.4%- - - - - -15PCT39X7.0%38 X 5.4%37 X 4.3%36 X 3.2%35 X 3.2%34 X 1.6%33 X 1.1%32 X 0.5%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:51 MPH
LOWER LIMIT 10 MPH PACE:42 MPH 85th PERCENTILE SPEED:49.2 MPH
PERCENT OVER PACE:10.3 %MEDIAN SPEED:44.6 MPH
PERCENT IN PACE:78.4 %15th PERCENTILE SPEED:40.7 MPH
PERCENT UNDER PACE:16.8 %
Tierra Rejada 2022-46
HCI
Resolution No. 2022-_______
Page 162
368
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD SPRING RD TO PEACH HILL RD
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:9:30 AM -10:00 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%X 1 0.5%100.0%X 1 0.5%99.5%55 X 1 0.5%98.9%X X 2 1.1%98.4%X X 2 1.1%97.3%X X 2 1.1%96.2%X X X X X X X X X X 10 5.4%95.1%50 X X X X X X X X X X X 11 5.9%89.7%X X X X X X X X X X X X X 13 7.0%83.8%X X X X X X X X 8 4.3%76.8%X X X X X X X X X X X X X 13 7.0%72.4%X X X X X X X X X X X X X X X X X X X X 20 10.8%65.4%45 X X X X X X X X X X X X X X X X X X X 19 10.3%54.6%X X X X X X X X X X X X X X X X X X X X X 21 11.4%44.3%X X X X X X X X X X X 11 5.9%33.0%X X X X X X X X X X X X X X X X X X X 19 10.3%27.0%X X X X X X X X X X 10 5.4%16.8%40 X X X X X X X X 8 4.3%11.4%X X X 3 1.6%7.0%X X 2 1.1%5.4%X X 2 1.1%4.3%0 0.0%3.2%35 X X X 3 1.6%3.2%X 1 0.5%1.6%X 1 0.5%1.1%X 1 0.5%0.5%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 185
UPPER LIMIT 10 MPH PACE:51 MPH
LOWER LIMIT 10 MPH PACE:42 MPH 85th PERCENTILE SPEED:49.2 MPH
PERCENT OVER PACE:10.3 %MEDIAN SPEED:44.6 MPH
PERCENT IN PACE:78.4 %15th PERCENTILE SPEED:40.7 MPH
PERCENT UNDER PACE:16.8 %
Tierra Rejada 2022-46
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 163
369
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD PEACH HILL RD TO MOUNTAIN TRAIL ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:10:00 AM -10:30 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY WEST OF MOUNTAIN MEADOW
DATE OF SURVEY
85th PERCENTILE 48.5 MPH
10 MPH PACE 39 - 48 MPH
PERCENT IN PACE 69.2 %
POSTED SPEED LIMIT 45 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - MTN TRAIL / MTN MEADOW / WALNUT CREEK / PEACH HILL
CROSSWALKS AT MTN TRAIL (sch)/ MTN MEADOW (sch) / WALNUT CREEK / PEACH HILL
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC YES
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKES LANES
NO TRUCKS MORE THAN 2 AXELS (WB)
ELECTRONIC DIGITAL SPEED FEEDBACK (e/o Mountain Meadow)
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL-MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
BUS STOPS w/CUT OUTS
ADJACENT LAND USE RESIENTIAL (non-fronting) / MTN MEADOW ELEMENTARY SCHOOL / PARK
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
*25 mph When Children Present, School Zone File:Tierra Rejada 2022-47
The recommended 45 mph is within 3.5 mph of the 85th percentile speed and meets CVC standards.
1.15
13,900
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 164
370
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD PEACH HILL RD TO MOUNTAIN TRAIL ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:10:00 AM -10:30 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 99.4%53 X 98.8%52 X 97.1%51 X 95.3%50 X 90.7%49 X 87.2%48 X 83.1%}PACE- - - - - - - - -85PCT47X79.1%}PACE46X70.3%}PACE45X61.6%}PACE44X54.7%}PACE43X50.0%}PACE- - - - - -MEAN42X43.6%}PACE41X34.9%}PACE40X29.7%}PACE39X20.9%}PACE38X14.0%- - - - - -15PCT37X9.9%36 X 4.1%35 X 2.3%34 X 1.2%33 X 0.6%32 X 0.6%31 X 0.0%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:48 MPH
LOWER LIMIT 10 MPH PACE:39 MPH 85th PERCENTILE SPEED:48.5 MPH
PERCENT OVER PACE:20.9 %MEDIAN SPEED:43.0 MPH
PERCENT IN PACE:69.2 %15th PERCENTILE SPEED:38.2 MPH
PERCENT UNDER PACE:14.0 %
Tierra Rejada 2022-47
HCI
Resolution No. 2022-_______
Page 165
371
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD PEACH HILL RD TO MOUNTAIN TRAIL ST
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:10:00 AM -10:30 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 X 1 0.6%100.0%X 1 0.6%99.4%X X X 3 1.7%98.8%X X X 3 1.7%97.1%X X X X X X X X 8 4.7%95.3%50 X X X X X X 6 3.5%90.7%X X X X X X X 7 4.1%87.2%X X X X X X X 7 4.1%83.1%X X X X X X X X X X X X X X X 15 8.7%79.1%X X X X X X X X X X X X X X X 15 8.7%70.3%45 X X X X X X X X X X X X 12 7.0%61.6%X X X X X X X X 8 4.7%54.7%X X X X X X X X X X X 11 6.4%50.0%X X X X X X X X X X X X X X X 15 8.7%43.6%X X X X X X X X X 9 5.2%34.9%40 X X X X X X X X X X X X X X X 15 8.7%29.7%X X X X X X X X X X X X 12 7.0%20.9%X X X X X X X 7 4.1%14.0%X X X X X X X X X X 10 5.8%9.9%X X X 3 1.7%4.1%35 X X 2 1.2%2.3%X 1 0.6%1.2%0 0.0%0.6%X 1 0.6%0.6%0.0%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 172
UPPER LIMIT 10 MPH PACE:48 MPH
LOWER LIMIT 10 MPH PACE:39 MPH 85th PERCENTILE SPEED:48.5 MPH
PERCENT OVER PACE:20.9 %MEDIAN SPEED:43.0 MPH
PERCENT IN PACE:69.2 %15th PERCENTILE SPEED:38.2 MPH
PERCENT UNDER PACE:14.0 %
Tierra Rejada 2022-47
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 166
372
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANGELES AVE
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:10:45 AM -11:20 AM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF COURTNEY
DATE OF SURVEY
85th PERCENTILE 47.5 MPH
10 MPH PACE 39 - 48 MPH
PERCENT IN PACE 69.9 %
POSTED SPEED LIMIT 45 MPH / *25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 2
TOTAL ACCIDENTS 7
ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.24 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 2 LANES PER DIRECTION
TRAFFIC CONTROLS SIGNAL - LOS ANGELES / COUNTRYWOOD / MTN TRAIL / SHOP CTR
CROSSWALKS AT LOS ANGELES / COUNTRYWOOD (sch)/ MTN TRAIL (sch) / SHOP CTR (sch)
PEDESTRIAN/BICYCLES YES / YES
TRUCK TRAFFIC NO (LOCAL DELIVERIES ONLY)
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
ELECTRONIC DIGITAL SPEED FEEDBACK (n/o Countrywood)
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / FEW
STREET LIGHTING YES
OTHER RAISED MEDIAN ISLAND
ROADWAY TRAVELS (CURVES) E/W TO N/S
ADJACENT LAND USE RESIENTIAL (non-fronting) / MOORPARK HS / COMMERCIAL / PARK / DRAINAGE WASH
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
* 25 MPH When Children Present, School Zone File:Tierra Rejada 2022-48
The recommended 45 mph speed limit is within 2.5 mph of the 85th percentile speed and meets CVC standards.
0.89
12,650
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 167
373
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANGELES AVE
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:10:45 AM -11:20 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 98.4%51 X 97.3%50 X 96.8%49 X 91.9%48 X 87.1%}PACE47X82.8%}PACE- - - - - - - - -85PCT46X76.3%}PACE45X68.8%}PACE44X59.1%}PACE43X51.6%}PACE42X46.2%}PACE- - - - - -MEAN41X40.3%}PACE40X32.3%}PACE39X22.6%}PACE38X17.2%37 X 14.0%- - - - - -15PCT36X9.7%35 X 6.5%34 X 3.8%33 X 1.6%32 X 1.1%31 X 0.5%30 X 0.0%29 X 0.0%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:48 MPH
LOWER LIMIT 10 MPH PACE:39 MPH 85th PERCENTILE SPEED:47.5 MPH
PERCENT OVER PACE:12.9 %MEDIAN SPEED:42.7 MPH
PERCENT IN PACE:69.9 %15th PERCENTILE SPEED:37.3 MPH
PERCENT UNDER PACE:17.2 %
Tierra Rejada 2022-48
HCI
Resolution No. 2022-_______
Page 168
374
C I T Y O F M O O R P A R K
TIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANGELES AVE
DATE:2/9/2022 SURVEY BY:C. BUENDIA
TIME:10:45 AM -11:20 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%X X X 3 1.6%100.0%X X 2 1.1%98.4%X 1 0.5%97.3%50 X X X X X X X X X 9 4.8%96.8%X X X X X X X X X 9 4.8%91.9%X X X X X X X X 8 4.3%87.1%X X X X X X X X X X X X 12 6.5%82.8%X X X X X X X X X X X X X X 14 7.5%76.3%45 X X X X X X X X X X X X X X X X X X 18 9.7%68.8%X X X X X X X X X X X X X X 14 7.5%59.1%X X X X X X X X X X 10 5.4%51.6%X X X X X X X X X X X 11 5.9%46.2%X X X X X X X X X X X X X X X 15 8.1%40.3%40 X X X X X X X X X X X X X X X X X X 18 9.7%32.3%X X X X X X X X X X 10 5.4%22.6%X X X X X X 6 3.2%17.2%X X X X X X X X 8 4.3%14.0%X X X X X X 6 3.2%9.7%35 X X X X X 5 2.7%6.5%X X X X 4 2.2%3.8%X 1 0.5%1.6%X 1 0.5%1.1%X 1 0.5%0.5%30 0.0%0.0%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 186
UPPER LIMIT 10 MPH PACE:48 MPH
LOWER LIMIT 10 MPH PACE:39 MPH 85th PERCENTILE SPEED:47.5 MPH
PERCENT OVER PACE:12.9 %MEDIAN SPEED:42.7 MPH
PERCENT IN PACE:69.9 %15th PERCENTILE SPEED:37.3 MPH
PERCENT UNDER PACE:17.2 %
Tierra Rejada 2022-48
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 169
375
C I T Y O F M O O R P A R K
UNIVERSITY DRIVE GRIFFITH LANE TO COLLINS AVE
DATE:SURVEY BY:E. BUENDIA
TIME:CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY NORTH OF BORGES
DATE OF SURVEY
85th PERCENTILE 31.8 MPH
10 MPH PACE 25 - 34 MPH
PERCENT IN PACE 89.7 %
POSTED SPEED LIMIT 30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 0
TOTAL ACCIDENTS 0
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - COLLINS
CROSSWALKS COLLINS
PEDESTRIAN/BICYCLES FEW / YES
TRUCK TRAFFIC NO
ON-STREET PARKING YES
OTHER AREAS OF 1 HR PARKING / AREAS OF NO PARKING 8am-8pm
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE GRADUAL UPHILL (NB)
HORIZONTAL CURVE GRADUAL-MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER NO STREET STRIPING
ADJACENT LAND USE RESIENTIAL (NF) / MOORPARK COMMUNITY COLLEGE / PARK-POOL
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
NF = Non-Fronting File:University 2022-49
The recommended 30 mph speed limit is within 1.8 mph of the 85th percentile speed and meets CVC standards.
0.30
450
ENGINEERING AND TRAFFIC SURVEY
2/10/2022 & 2/11/2022
2/10/2022 & 2/11/2022
8:00-9:00 AM & 9:00-10:00 AM
HCI
Resolution No. 2022-_______
Page 170
376
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
UNIVERSITY DRIVE GRIFFITH LANE TO COLLINS AVE
DATE:2/10/2022 & 2/11/2022 SURVEY BY:E. BUENDIA
TIME:8:00-9:00 AM & 9:00-10:00 AM-12:00 AM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 100.0%38 X 100.0%37 X 100.0%36 X 99.1%35 X 98.1%34 X 95.3%}PACE33X92.5%}PACE32X86.9%}PACE31X77.6%}PACE- - - - - - - - -85PCT30X69.2%}PACE29X55.1%}PACE28X43.9%}PACE- - - - - -MEAN27X31.8%}PACE26X20.6%}PACE25X11.2%}PACE- - - - - -15PCT24X5.6%23 X 2.8%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:31.8 MPH
PERCENT OVER PACE:7.5 %MEDIAN SPEED:28.5 MPH
PERCENT IN PACE:89.7 %15th PERCENTILE SPEED:25.4 MPH
PERCENT UNDER PACE:5.6 %
University 2022-49
HCI
Resolution No. 2022-_______
Page 171
377
C I T Y O F M O O R P A R K
UNIVERSITY DRIVE GRIFFITH LANE TO COLLINS AVE
DATE:2/10/2022 & 2/11/2022 SURVEY BY:E. BUENDIA
TIME:8:00-9:00 AM & 9:00-10:00 AM-12:00 AM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 100.0%100.0%100.0%X 1 0.9%100.0%X 1 0.9%99.1%35 X X X 3 2.8%98.1%X X X 3 2.8%95.3%X X X X X X 6 5.6%92.5%X X X X X X X X X X 10 9.3%86.9%X X X X X X X X X 9 8.4%77.6%30 X X X X X X X X X X X X X X X 15 14.0%69.2%X X X X X X X X X X X X 12 11.2%55.1%X X X X X X X X X X X X X 13 12.1%43.9%X X X X X X X X X X X X 12 11.2%31.8%X X X X X X X X X X 10 9.3%20.6%25 X X X X X X 6 5.6%11.2%X X X 3 2.8%5.6%X X X 3 2.8%2.8%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 107
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:31.8 MPH
PERCENT OVER PACE:7.5 %MEDIAN SPEED:28.5 MPH
PERCENT IN PACE:89.7 %15th PERCENTILE SPEED:25.4 MPH
PERCENT UNDER PACE:5.6 %
University 2022-49
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 172
378
C I T Y O F M O O R P A R K
WALNUT CREEK ROAD MOUNTAIN TRAIL ST TO TIERRA REJADA RD
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:1:15 PM -2:15 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY SOUTH OF FOREST GLENN
DATE OF SURVEY
85th PERCENTILE 32.6 MPH
10 MPH PACE 25 - 34 MPH
PERCENT IN PACE 92.0 %
POSTED SPEED LIMIT 30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 1
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.68 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP - HILLSIDE / MOUNTAIN TRAIL
CROSSWALKS AT TIERRA REJADA / HILLSIDE (sch) / MOUNTAIN TRAIL (sch)
PEDESTRIAN/BICYCLES FEW / YES
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE GRADUAL-MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER DBL YELLOW CENTERLINE / BUS PULL OUTS
ADJACENT LAND USE RESIDENTIAL (non-fronting) w/COMMUNITY POOL
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Walnut Creek 2022-50
The recommended 30 mph speed limit is within 2.6 mph of the percentile speed and meets CVC standards.
0.80
2,500
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 173
379
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
WALNUT CREEK ROAD MOUNTAIN TRAIL ST TO TIERRA REJADA RD
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:1:15 PM -2:15 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 100.0%43 X 100.0%42 X 100.0%41 X 100.0%40 X 100.0%39 X 99.1%38 X 99.1%37 X 99.1%36 X 99.1%35 X 96.5%34 X 93.8%}PACE33X88.5%}PACE32X78.8%}PACE- - - - - - - - -85PCT31X67.3%}PACE30X56.6%}PACE29X42.5%}PACE- - - - - -MEAN28X27.4%}PACE27X17.7%}PACE26X11.5%}PACE- - - - - -15PCT25X6.2%}PACE24X1.8%23 X 0.9%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:32.6 MPH
PERCENT OVER PACE:6.2 %MEDIAN SPEED:29.5 MPH
PERCENT IN PACE:92.0 %15th PERCENTILE SPEED:26.6 MPH
PERCENT UNDER PACE:1.8 %
Walnut Creek 2022-50
HCI
Resolution No. 2022-_______
Page 174
380
C I T Y O F M O O R P A R K
WALNUT CREEK ROAD MOUNTAIN TRAIL ST TO TIERRA REJADA RD
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:1:15 PM -2:15 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 100.0%100.0%100.0%100.0%100.0%40 X 1 0.9%100.0%0 0.0%99.1%0 0.0%99.1%0 0.0%99.1%X X X 3 2.7%99.1%35 X X X 3 2.7%96.5%X X X X X X 6 5.3%93.8%X X X X X X X X X X X 11 9.7%88.5%X X X X X X X X X X X X X 13 11.5%78.8%X X X X X X X X X X X X 12 10.6%67.3%30 X X X X X X X X X X X X X X X X 16 14.2%56.6%X X X X X X X X X X X X X X X X X 17 15.0%42.5%X X X X X X X X X X X 11 9.7%27.4%X X X X X X X 7 6.2%17.7%X X X X X X 6 5.3%11.5%25 X X X X X 5 4.4%6.2%X 1 0.9%1.8%X 1 0.9%0.9%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 113
UPPER LIMIT 10 MPH PACE:34 MPH
LOWER LIMIT 10 MPH PACE:25 MPH 85th PERCENTILE SPEED:32.6 MPH
PERCENT OVER PACE:6.2 %MEDIAN SPEED:29.5 MPH
PERCENT IN PACE:92.0 %15th PERCENTILE SPEED:26.6 MPH
PERCENT UNDER PACE:1.8 %
Walnut Creek 2022-50
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 175
381
C I T Y O F M O O R P A R K
WALNUT CREEK ROAD TIERRA REJADA RD TO MOUNTAIN MEADOW DR
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:2:20 PM -3:15 PM CHECKED BY:JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY EAST OF HAVENCREST
DATE OF SURVEY
85th PERCENTILE 39.3 MPH
10 MPH PACE 32 - 41 MPH
PERCENT IN PACE 86.1 %
POSTED SPEED LIMIT 35 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 24
SPEED-RELATED ACCIDENTS 1
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 2.24 ACCIDENTS PER MVM (SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP - MOUNTAIN MEADOW
CROSSWALKS AT TIERRA REJADA
PEDESTRIAN/BICYCLES FEW / FEW
TRUCK TRAFFIC NO
ON-STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED BIKE LANES
BUS PULL OUTS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES
HORIZONTAL CURVE MODERATE "S" CURVES
LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of)
ROAD CONDITIONS GOOD
SIDEWALKS/DRIVEWAYS YES / NO
STREET LIGHTING YES
OTHER DOUBLE YELLOW CENTERLINE
ADJACENT LAND USE RESIENTIAL (non-fronting)
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
File:Walnut Creek 2022-51
The recommended 35 mph speed limit is within 4.3 mph of the 85th percentile speed and meets CVC standards.
0.51
1,200
ENGINEERING AND TRAFFIC SURVEY
2/9/2022
HCI
Resolution No. 2022-_______
Page 176
382
RADAR SPEED DISTRIBUTION SHEET
C I T Y O F M O O R P A R K
WALNUT CREEK ROAD TIERRA REJADA RD TO MOUNTAIN MEADOW DR
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:2:20 PM -3:15 PM CHECKED BY:JERRY STOCK
CUMMULATIVE PERCENTSPEED204060 80 10060X 100.0%59 X 100.0%58 X 100.0%57 X 100.0%56 X 100.0%55 X 100.0%54 X 100.0%53 X 100.0%52 X 100.0%51 X 100.0%50 X 100.0%49 X 100.0%48 X 100.0%47 X 100.0%46 X 100.0%45 X 100.0%44 X 99.2%43 X 98.4%42 X 95.1%41 X 92.6%}PACE40X87.7%}PACE39X83.6%}PACE- - - - - - - - -85PCT38X77.9%}PACE37X69.7%}PACE36X58.2%}PACE35X45.9%}PACE- - - - - -MEAN34X32.8%}PACE33X23.0%}PACE32X13.1%}PACE- - - - - -15PCT31X6.6%30 X 2.5%29 X 0.8%28 X 0.0%27 X 0.0%26 X 0.0%25 X 0.0%24 X 0.0%23 X 0.0%22 X 0.0%21 X 0.0%20 X 0.0%19 X 0.0%18 X 0.0%17 X 0.0%16 X 0.0%15 X 0.0%
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:39.3 MPH
PERCENT OVER PACE:7.4 %MEDIAN SPEED:35.3 MPH
PERCENT IN PACE:86.1 %15th PERCENTILE SPEED:32.2 MPH
PERCENT UNDER PACE:6.6 %
Walnut Creek 2022-51
HCI
Resolution No. 2022-_______
Page 177
383
C I T Y O F M O O R P A R K
WALNUT CREEK ROAD TIERRA REJADA RD TO MOUNTAIN MEADOW DR
DATE:2/9/2022 SURVEY BY:E. BUENDIA
TIME:2:20 PM -3:15 PM CHECKED BY:JERRY STOCK
NUMBER OF VEHICLES CUM.SPEED 5 10 15 20 25 VEH.PCT.PCT.60 100.0%100.0%100.0%100.0%100.0%55 100.0%100.0%100.0%100.0%100.0%50 100.0%100.0%100.0%100.0%100.0%45 X 1 0.8%100.0%X 1 0.8%99.2%X X X X 4 3.3%98.4%X X X 3 2.5%95.1%X X X X X X 6 4.9%92.6%40 X X X X X 5 4.1%87.7%X X X X X X X 7 5.7%83.6%X X X X X X X X X X 10 8.2%77.9%X X X X X X X X X X X X X X 14 11.5%69.7%X X X X X X X X X X X X X X X 15 12.3%58.2%35 X X X X X X X X X X X X X X X X 16 13.1%45.9%X X X X X X X X X X X X 12 9.8%32.8%X X X X X X X X X X X X 12 9.8%23.0%X X X X X X X X 8 6.6%13.1%X X X X X 5 4.1%6.6%30 X X 2 1.6%2.5%X 1 0.8%0.8%0.0%0.0%0.0%25 0.0%0.0%0.0%0.0%0.0%20 0.0%0.0%0.0%0.0%0.0%15 0.0%TOTAL VEHICLES 122
UPPER LIMIT 10 MPH PACE:41 MPH
LOWER LIMIT 10 MPH PACE:32 MPH 85th PERCENTILE SPEED:39.3 MPH
PERCENT OVER PACE:7.4 %MEDIAN SPEED:35.3 MPH
PERCENT IN PACE:86.1 %15th PERCENTILE SPEED:32.2 MPH
PERCENT UNDER PACE:6.6 %
Walnut Creek 2022-51
RADAR SPEED DISTRIBUTION SHEET
HCI
Resolution No. 2022-_______
Page 178
384
APPENDIX B
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Resolution No. 2022-_______
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Resolution No. 2022-_______
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