HomeMy WebLinkAboutAGENDA REPORT 2006 0816 CC REG ITEM 09ErrEM 9. E.
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MOORPARK CITY COUNCIL. °O° �73J
AGENDA REPORT
TO: Honorable City Council
FROM: Yugal K. Lail, City Engineer / Public Works Director
Prepared by: Teddy Okoye, Assistant City Engineer
DATE: August 8, 2006 (CC Meeting of 08/16/2006)
SUBJECT: Consider Resolution Rescinding Resolution No. 2000 -1738 and
Approving Prima Facie Speed Limits for Certain Street Segments and
Approving the Posting of Speed Limit Signs on Said Streets
OVERVIEW
The City recently retained a consultant to prepare a new Traffic Speed Zone Survey and
Engineering Study. That study has been completed and a copy has been filed with the
City Clerk and distributed to the Council under separate cover. This report presents a
resolution reaffirming and /or revising the speed limits on all of the local streets within the
City, based on the findings, conclusions and recommendations set forth in that study.
BACKGROUND
Section 40802 of the California Vehicle Code (CVC) requires, as a prerequisite to the
enforcement of any speed law with radar, the preparation and adoption of a Traffic
Speed Survey and Engineering Study within the past five years. In some cases the
effectiveness of the Speed Survey can be extended to seven years when certain
findings are made. The last speed study of city streets was completed in 1999, and the
posted speed limits are no longer enforceable because the existing speed study is
outdated. The proposed Speed Study complies with the requirements of CVC Section
40802, and a certified report will be provided to the City.
0001311:
Honorable City Council
August 16, 2006
Page 2
DISCUSSION
A. List of Street Segments/ Speed Limits
The subject Resolution is attached as Attachment 1. Exhibit "A" of that Resolution
sets forth a list of the street segments which were included in the aforementioned
Speed Survey, along with the speed limit for each segment, recommended for
approval.
B. General Criteria
As stated in the Speed Survey, in order to employ radar enforcement, the posted
speed limit for any street should be established at the nearest 5MPH increment to
the 85th percentile speed (the speed at which eighty -five percent [85 %] of the
vehicles surveyed travel). However, the speed limit may be reduced by 5MPH to
match existing roadway conditions with the safety needs of the community.
C. New Street Segments Added
The subject Resolution includes a few street segments which were not listed in the
1999 resolution. Those added street segments with the recommended speed limits
are as follows:
Street Segment
85th %
Speed
MPH
Recomm.
Speed
MPH
Championship Drive
45.1
40
Gabbert Road north of Poindexter Avenue
34.2
30
Moorpark Avenue south of Los Angeles Avenue
32.9
30
D Recommended Increase in Speed Limits
The recommended speed limit for most of the street segments listed in the Study
remain unchanged from that previously approved and there is no recommendation
for decrease in speed. However, based on the finding of the study, it is
recommended that the speed limit be increased on the portion of Walnut Creek
Road between Tierra Rejada Road and Mountain Meadow Drive with the
recommended change, as follows:
oOOIL38
Honorable City Council
August 16, 2006
Page 3
.. ........ ... - ... ........... . . ............... . . . . ............... . . ............... . . . ............ . . .................... . ..................... . . .......... ........ .. . .......... ----- -
Existing .
Revised 85 %
Street Segment Speed Limit Speed Limit I Speed
Walnut Creek Road: 30 MPH 35 MPH 39.3 MPH
Tierra Rejada Rd. to
Mountain Meadow Dr.
o
(suth)
.... . .. ........ . .. . . .. ............... . . . .............. . ... . ............ .................. .. . . ......
. . ......................... . ... . ................ . . ...................... .. .... . .................... . ...... . ..... . ... . ........
......................... . .... . .. ....... . .............. .... .
RECOMMENDATION
Adopt Resolution No. 2006- Rescinding Resolution No. 2000-1738 and approving
prima facie speed limits for certain street segments and approving the posting of speed
limit signs on said streets.
Attachment:
1. Resolution
000139
Attachment 1
RESOLUTION NO. 2006 -
A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF MOORPARK, CALIFORNIA, RESCINDING
RESOLUTION NO. 2000 -1738 AND APPROVING
PRIMA FACIE SPEED LIMITS FOR CERTAIN
STREET SEGMENTS AND APPROVING THE
POSTING OF SPEED LIMIT SIGNS ON SAID
STREETS
WHEREAS, a Traffic Speed Zone Survey and Engineering Study has been
prepared for certain of the local streets within the City of Moorpark; and
WHEREAS, the findings in said study support certain changes to the prima
facie speed limits and the posted speed limit for some of those street segments; and
WHEREAS, Resolution No. 2000 -1738 sets the current speed limit for all of the
local streets within the City is, in part, in conflict with the speed limits recommended by
the aforesaid study.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK
DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. That Resolution No. 2000 -1738, pertaining to the designation of
speed limits, is hereby rescinded.
SECTION 2. That the designated speed limit for each of the street segments
shall be per Exhibit "A ".
SECTION 3. The City Engineer /Public Works Director is hereby directed to
replace and /or post new speed limit signs to reflect the adopted speed limits set forth
in Exhibit "A ".
SECTION 4. The City Clerk shall certify to the adoption of this resolution and
shall cause a certified resolution to be filed in the book of original resolutions.
PASSED AND ADOPTED this 16th day of August, 2006.
ATTEST:
Deborah S. Traffenstedt, City Clerk
Patrick Hunter, Mayor
Attachment: Exhibit "A ": List of Streets and Speed Limits
000140
LIST OF STREETS AND RECOMMENDED SPEED LIMITS
PERCENT
EXISTING RECOMMENDED 85TH 10 MPH OF
SPEED SPEED PERCENTILE AVERAGE PACE VEHICLES
STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE
ARROYO DRIVE
46.1
EAST CITY LIMITS TO
3847
COLLINS DR
40
CAMPUS PARK DRIVE
40.9
BERAGAN ST TO
32-41
COLLINS DR
40EB
COLLINS DR TO
40.2
MARGUETTE ST
40
MARGUETTE ST TO
NO CHANGE - 85TH PERCENTILE
PRINCETON AVE
45
PRINCETON AVE TO
3847
WEST END
35
CEDAR SPRINGS STREET
37.4
MOUNTAIN TRAIL ST TO
29 -38
MOUNTAIN MEADOW DR
30
CHAMPIONSHIP DRIVE
32.8
WALNUT CANYON RD TO
25 -34
GRIMES CANYON RD
NP
CHRISTIAN BARRETT ROAD
451
SPRING RD TO
3746
PEACH HILL RD
25
CHARLES STREET
MOORPARK AVE TO
HEADYLAND CT
25EB
COLLINS DRIVE
UNIVERSITY DR TO
CAMPUS PARK DR
35 / 25*
e CAMPUS PARK DR TO
ARROYO DR
35
*25 mph When Children Present NP = Not Posted
N EB = Eastbound WB = Westbound
1" a
Exhibit "A"
JUSTIFICATION I COMMENTS
45
46.1
41.8
3847
83.7
INCREASE - 85TH PERCENTILE
40
40.9
36.5
32-41
78.9
NO CHANGE - POST WB - 85TH PERCENTILE
40
40.2
36.6
32 -41
83.0
NO CHANGE - 85TH PERCENTILE
45
46.1
41.7
3847
77.7
NO CHANGE - 85TH PERCENTILE
35
37.4
33.2
29 -38
74.3
NO CHANGE - 85TH PERCENTILE
30
32.8
28.6
25 -34
79.2
NO CHANGE -10 MPH PACE, LIMITED SIGHT DISTANCE
40
451
41.2
3746
76.5
POST -10 MPH PACE / LIMITED SIGHT DISTANCE
25
28.2
25
30.8
35
35
42.2
37.4
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE /
25.8 22 -31 96.4 EXISTING CONDITIONS / ENGINEERING JUDGMENT
POST WB -10 MPH PACE / RESIDENTIAL NATURE
25.9 22 -31 79.0 ROADWAY CURVATURE / LIMITED SIGHT DISTANCE
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
37.5 32 -41 77.4 ENGINEERING JUDGMENT
33.9 30 -39 93.3 NO CHANGE - 85TH PERCENTILE
Page 1 of 4
C
C
t�
N
Exhibit "A"
*25 mph When Children Present NP = Not Posted
NB = Northbound SB = Southbound
Page 2 of 4
PERCENT
EXISTING
RECOMMENDED
85TH
10 MPH
OF
SPEED
SPEED
PERCENTILE
AVERAGE
PACE
VEHICLES
STREET LOCATION
LIMIT
LIMIT
SPEED
SPEED
RANGE
IN PACE
JUSTIFICATION 1 COMMENTS
COMMERCE DRIVE
POINDEXTER AVE TO
GABBERT AVE
30
30
31.7
27.7
24 -33
81.2
NO CHANGE — 85TH PERCENTILE
CONDOR DRIVE
PRINCETON AVE (N) TO
PRINCETON AVE (S)
30
30
32.5
28.6
25 -34
83.1
NO CHANGE — 85TH PERCENTILE
COUNTRY HILL ROAD
COUNTRYWOOD DR TO
MOUNTAIN MEADOW DR
30
30
31.6
28.3
25 -34
93.2
NO CHANGE — 85TH PERCENTILE
COUNTRYWOOD DRIVE
TIERRA REJADA RD TO
NO CHANGE —10 MPH PACE / ROADWAY CONDITIONS
WOODHILL DR
35
35
38.1
34.4
31-40
82.6
LIMITED SIGHT DISTANCE
GABBERT ROAD
ELWIN AVE TO
POST —10 MPH PACE / LIMITED SIGHT DISTANCE /
POINDEXTER AVE
NP
30
34.2
29.8
27 -36
76.9
ROADWAY CONDITIONS / ENGINEERING JUDGMENT
POINDEXTER AVE TO
LOS ANGELES AVE
40
40
42.5
38.9
34-43
77.7
NO CHANGE — 85TH PERCENTILE
HEARON DRIVE
BORGES DR TO
NO CHANGE — 10 MPH PACE / LIMITED SIGHT
COLLINS DR
30 / 25*
30
34.3
29.5
25 -34
75.6
DISTANCE
EXISTING CONDITIONS / ENGINEERING JUDGMENT
HIGH STREET
SPRING RD TO
MOORPARK AVE
30
30
32.1
28.0
24 -33
85.0
NO CHANGE — 85TH PERCENTILE
MILLER PARKWAY
LOS ANGELES AVE TO
PEACH HILL RD
40 / 25*
40
41.1
36.7
32 -41
73.4
NO CHANGE — 85TH PERCENTILE
PEACH HILL RD TO
TIERRA REJADA RD
40 / 25*
40
42.4
38.2
35-44
80.4
NO CHANGE — 85TH PERCENTILE
*25 mph When Children Present NP = Not Posted
NB = Northbound SB = Southbound
Page 2 of 4
EXISTING RECOMMENDED 85TH 10 MPH PERCENT
SPEED SPEED PERCENTILE AVERAGE PACE OF VEHICLES
STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE
Exhibit "A"
JUSTIFICATION 1 COMMENTS
30
MOORPARK AVENUE
29.0
25 -34
LOS ANGELES AVE TO
POST -10 MPH PACE, NATURE OF AREA
SOUTH END
NP
MOUNTAIN MEADOW DRIVE
NO CHANGE -10 MPH PACE / NATURE OF THE AREA
30
WALNUT CREEK RD TO
30.0
26 -35
TIERRA REJADA RD
30
30
TIERRA REJADA RD TO
32.0
29 -38
MOUNTAIN TRAIL ST
30
30
MOUNTAIN TRAIL STREET
30.6
26 -35
WALNUT CREEK RD TO
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
TIERRA REJADA RD
30
TIERRA REJADA RD TO
NO CHANGE - 10 MPH PACE /NATURE OF THE AREA
30
MOUNTAIN MEADOW DR (S)
30
27 -36
MOUNTAIN MEADOW DR (S) TO
ENGINEERING JUDGMENT
30
WOODHILL DR
30
25 -34
PEACH HILL ROAD
NO CHANGE - 85TH PERCENTILE
35
MILLER PKWY TO
33.9
30 -39
SPRING RD
35 / 25'
40
SPRING RD TO
37.1
34-43
MESA VERDE DR
35
35
MESA VERDE DR TO
33.8
30 -39
TIERRA REJADA RD
35
40
POINDEXTER AVENUE
36.9
33 -42
MOORPARK AVE TO
NO CHANGE - 85TH PERCENTILE
40
SIERRA AVE
40 / 25'
35-44
SIERRA AVE TO
NO CHANGE -85TH PERCENTILE
GABBERT AVE
40
'25 mph When Children Present
NP = Not Posted
a
EB = Eastbound
WB = Westbound
N
F�
W
Exhibit "A"
JUSTIFICATION 1 COMMENTS
30
32.9
29.0
25 -34
88.9
POST -10 MPH PACE, NATURE OF AREA
NO CHANGE -10 MPH PACE / NATURE OF THE AREA
30
33.7
30.0
26 -35
84.4
ENGINEERING JUDGMENT
30
36.2
32.0
29 -38
88.0
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
30
34.9
30.6
26 -35
82.9
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
NO CHANGE - 10 MPH PACE /NATURE OF THE AREA
30
34.9
31.3
27 -36
83.3
ENGINEERING JUDGMENT
30
32.5
28.0
25 -34
86.2
NO CHANGE - 85TH PERCENTILE
35
38.0
33.9
30 -39
81.9
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
40
41.7
37.1
34-43
83.1
INCREASE -85TH PERCENTILE
35
37.5
33.8
30 -39
85.6
NO CHANGE - 85TH PERCENTILE
40
41.0
36.9
33 -42
81.7
NO CHANGE - 85TH PERCENTILE
40
42.4
38.6
35-44
81.2
NO CHANGE -85TH PERCENTILE
Page 3 of 4
STREET LOCATION
µ�
Exhibit "A"
PRINCETON AVENUE
CAMPUS PARK DR TO
118 FWY (E)
118 FWY (E) TO
RECOMMENDED
118 FWY (W)
118 FWY (E) TO
OF
SPRING RD
SPEED
SECOND STREET
PERCENTILE AVERAGE
SPRING RD TO
VEHICLES
MOORPARK AVE
LIMIT
SPRING ROAD
SPEED
HIGH ST TO
RANGE
LOS ANGELES AVE
JUSTIFICATION 1 COMMENTS
LOS ANGELES AVE TO
PEACH HILL RD
PEACH HILL RD TO
TIERRA REJADA RD
40
TIERRA REJADA ROAD
39.0
EAST CITY LIMITS TO
30 -39
SPRING RD
NO CHANGE - 85TH PERCENTILE
SPRING RD TO
40
PEACH HILL RD
35.8
PEACH HILL RD TO
71.4
MOUNTAIN TRAIL ST
MOUNTAIN TRAIL ST TO
LOS ANGELES AVE
UNIVERSITY DRIVE
NO CHANGE - POST WB
GRIFFIN LN TO
40
COLLINS DR
37.7
WALNUT CREEK ROAD
67.4
MOUNTAIN TRAIL ST TO
C
TIERRA REJADA RD
31.0
TIERRA REJADA RD TO
23 -32
MOUNTAIN MEADOW DR
µ�
Exhibit "A"
PERCENT
EXISTING
RECOMMENDED
85TH
10 MPH
OF
SPEED
SPEED
PERCENTILE AVERAGE
PACE
VEHICLES
LIMIT
LIMIT
SPEED
SPEED
RANGE
IN PACE
JUSTIFICATION 1 COMMENTS
40
40
39.0
34.7
30 -39
81.7
NO CHANGE - 85TH PERCENTILE
40
40
41.3
35.8
31-40
71.4
NO CHANGE - 85TH PERCENTILE
NO CHANGE - POST WB
40EB
40
43.3
37.7
35-44
67.4
10 MPH PACE / LIMITED SIGHT DISTANCE
25
25
31.0
27.1
23 -32
82.8
NO CHANGE -10 MPH PACE / ENGINEERING JUDGMENT
40
40
41.4
36.1
33-42
72.8
NO CHANGE - 85TH PERCENTILE
45
45
47.2
43.0
38 -37
77.8
NO CHANGE - 85TH PERCENTILE
45
45
47.4
42.5
39-48
71.2
NO CHANGE -85TH PERCENTILE
NO CHANGE - 10 MPH PACE / HIGH SPEED ACCIDENT
45
45
48.8
44.6
41 -50
79.6
RATE
NO CHANGE - 10 MPH PACE / HIGH SPEED ACCIDENT
45
45
50.4
45.7
42 -51
77.1
RATE
NO CHANGE - 10 MPH PACE / HIGH SPEED ACCIDENT
45
45
49.1
45.0
41 -50
87.0
RATE
NO CHANGE - 10 MPH PACE / HIGH SPEED ACCIDENT
45
45
47.7
44.5
41 -50
80.7
RATE
30
30
32.2
28.2
25 -34
89.0
NO CHANGE - 85TH PERCENTILE
30
30
34.1
30.5
26 -35
91.2
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
30
35
39.3
35.5
31-40
86.9
INCREASE -10 MPH PACE / LIMTIED SIGHT DISTANCE
Page 4 of 4
ITEM 9.E.
ENGINEERING AND TRAFFIC SURVEY
FOR SPEED LIMITS
CITY OF MOORPARK
AUGUST 2006
PREPARED FOR:
CITY OF MOORPARK
799 MOORPARK AVENUE
MOORPARK, CALIFORNIA 93021
PREPARED BY:
HARTZOG & CRABILL, INC.
TRAFFIC ENGINEERS
275 CENTENNIAL WAY, SUITE 208
TUSTIN, CA 92680
(714) 731 -9455
TABLE OF CONTENTS
Tableof Contents ........ ............................... .................................................. ............................... PAGE i
Traffic Engineer's Certification
Introduction....................................................................... ............................... ii
................................................................... .............................. .....
.............
Basic Speed Law ....................................................................................... ................. 1
........ ............................... 2
Prima Facie Speed Limits ................................................................................ ............................... 2
Establishment of Speed Zones ....................................................... 3
.....................
Data Collection Procedures .............................................................................. ............................... 3
SpeedZoning Methodology ............................................................................. ............................... 4
SpeedZone Survey .......................................................................................... ............................... 4
LocalStreet Exemptions .................................................................................. ............................... 5
OtherConsiderations ....................................................................................... ............................... 5
Radar Collection Time - Frames ........................................................................ ............................... 5
AnalysisFactors ............................................................................................... ............................... 6
FieldReview .................................................................................................... ............................... 7
AccidentHistory .............................................................................................. ............................... 7
Results and Recommendations ............................................
.................
Locations of No Speed Limit Changes ................................................ ............................... 8
Support Explanations for " No Speed Limit Changes " ..................... ............................... 10
Locations of New Speed Limit Postings ....................................... ..... ............................... 15
Support Explanations for "New Speed Limit Postings " ................... ............................... 15
Locations of Speed Limit Increases ................................................... ............................... 16
Support Explanations for " Speed Limit Increases " .......................... ............................... 16
Summary of Recommendations .................................................................... .... .............................17
Appendix A - For Each Street Segment In The Survey
DataSummary Sheet ............................................................................... ...............................
Radar Speed Distribution Sheet .................
............................................. ...............................
SurveyField Sheet ............................... ...............................
.................... ...............................
Appendix B — Certification
RadarGun Certification ................................................ ...............................
..........................
Technician Certification ....................................... ...............................
.... ...............................
0
CERTIFICATION
I, Gerald Stock, do hereby certify that this Engineering and Traffic Survey for the City of
Moorpark was performed under my supervision and is accurate and complete. I certify that I am
both experienced in performing surveys of this type and duly registered in the State of California
as a professional Traffic Engineer.
Gerald Stock
RTE # 2049
File: Moorpark Radar Rpt 2006.doc
it
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. 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. It indicates that once every five (5) years (expect as specified in
subclause (II), seven years), to conform to Section 40802a of the California Vehicle Code
(CVC), speed 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 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.
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.
1
(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. A driver may exceed any prima facie limit if it is safe to do so under
prevailing conditions. However, when a police officer cites a driver for exceeding a prima facie
speed limit, it is up to the driver to prove, if he can, that he was driving in a reasonable and
prudent manner under the existing conditions and did not constitute a violation of the basic speed
law. 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.
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
2
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.
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 46 different roadway segments on 26 different roadways
in the City of Moorpark. These areas and the number of segments on each are described as
follows:
1.
Arroyo Drive (1)
14.
High Street (1)
2.
Campus Park Drive (4)
15.
Miller Parkway (2)
3.
Cedar Springs Street (1)
16.
Moorpark Avenue (1)
4.
Championship Drive (1)
17.
Mountain Meadow Drive (2)
5.
Charles Street (1)
18.
Mountain Trail Street (3)
6.
Christian Barrett Road (1)
19.
Peach Hill Road (3)
7.
Collins Drive (2)
20
Poindexter Avenue (2)
8.
Commerce Drive (1)
21.
Princeton Avenue (3)
9.
Condor Drive (1)
22.
Second Street (1)
10.
Country Hill Road (1)
23.
Spring Road (3)
11.
Countrywood Drive (1)
24.
Tierra Rejada Road (4)
12.
Gabbert Road (2)
25
University Drive (1)
13
Hearon Drive (1)
26.
Walnut Creek Road (2)
As described in various traffic engineering documents - including information provided by the
State of California, the individual locations on which radar data collection procedures were used
involved 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;
3
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
three -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.
Sneed 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. The section selected should be straight and
should have no traffic signal, stop sign or intersection with a major cross street.
- 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.
- 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 such as vertical or horizontal curves or other
roadway conditions that may impact sight distance may result in a further reduction of 5 mph in
the recommended speed limit.
M
- As a check on the validity of the proposed speed limit, an analysis should be made of the three -
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 purpose of this section, local streets and roads shall be defined by the latest functional
usage and federal aid system maps as submitted to the Federal Highway Administration. When
these maps have not been submitted, the following definition shall be used: A local street or
road primarily provides access to abutting residential property and shall meet the following three
conditions:
1. Roadway width of not more than 40 feet.
2. Not more than one half mile of uninterrupted length.
3. Not more than one traffic lane in each direction.
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
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 (when possible) for heavily
traveled streets and to uncongested peak periods on lightly traveled streets. All surveys were
conducted in fair weather.
5
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 in each direction or a cumulative sample of 200 vehicles for
both directions where possible. On low volume roads, where a total sample of 200 vehicles
would result in an excessive time period, sampling was continued until a representative bell -
shaped frequency distribution was attained.
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.
5. MODAL SPEED: The modal speed is the speed, which occurs most frequently in the
distribution (the most). It serves as another useful measure in verifying the correct
recommendation for speed limits.
2
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 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 three -year accident
information for the subject streets. The accident information includes the total number of
accidents within each street segment and of those accidents, the number that are speed- related.
VA
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
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, Speed Limit
Increases, Speed Limit Reductions and Summary of Recommendations presents the results of the
radar survey for the selected 45 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 42 of the 46 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 the presence of horizontal or vertical curves reducing sight distance form
the basis in some instances of our recommendation. Therefore, the current postings should remain
as is. At three of these locations, only one direction of travel is posted and is listed for no change in
the speed limit. Hence, the other direction should be posted for consistency. These segments noted
as "install ", as well as the segments recommended for "No Change" are listed below:
Arroyo Drive
East City Limit to Collins Drive
Campus Park Drive
Beragan St to Collins Dr
Collins Dr to Marguette St
Marguette St to Princeton Ave
Princeton Ave to West End
Cedar Springs Street
Mountain Trail St to Mountain Meadow Dr
Charles Street
Moorpark Ave to Hedyland Ct
Christian Barrett Road
Spring St to Peach Hill Rd
8
Remain posted at 40 mph
Install 40 mph westbound
Remain posted at 40 mph
Remain posted at 45 mph
Remain posted at 35 mph
Remain posted at 30 mph
Install 25 mph westbound
Remain posted at 25 mph
Collins Drive
University Dr to Campus Park Dr
Campus Park Dr to Arroyo Dr
Commerce Drive
Poindexter Ave to Gabbert Rd
Condor Drive
Princeton Ave (N) to Princeton Ave (S)
Country Hill Road
Countrywood Dr to Mountain Trail St
Countrywood Drive
Tierra Rejada Rd to Woodhill Dr
Gabbert Road
Poindexter Ave to Los Angeles Ave
Hearon Drive
Borges Dr to Collins Dr
High Street
Spring Rd to Moorpark Ave
Miller Parkway
Los Angeles Ave to Peach Hill Rd
Peach Hill Rd to Tierra Rejada Rd
Mountain Meadow Drive
Walnut Creek Rd to Tierra Rejada Rd
Tierra Rejada Rd to Mountain Trail St
Mountain Trail Street
Walnut Creek Rd to Tierra Rejada Rd
Tierra Rejada Rd to Mountain Meadow Dr (S)
Mountain Meadow Dr (S) to Woodhill Dr
Peach Hill Road
Miller Pkwy to Spring Rd
Mesa Verde Dr to Tierra Rejada Rd
Mesa Verde Drive to Spring Rd.
Poindexter Avenue
Moorpark Ave to Sierra Ave
Sierra Ave to.Gabbert Rd
W
Remain posted at 35 mph
Remain posted at 35 mph
Remain posted at 30 mph
Remain posted at 30 mph
Remain posted at 30 mph
Remain posted at 35 mph
Remain posted at 40 mph
Remain posted at 30 mph
Remain posted at 30 mph
Remain posted at 40 mph
Remain posted at 40 mph
Remain posted at 30 mph
Remain posted at 30 mph
Remain posted at 30 mph
Remain posted at 30 mph
Remain posted at 30 mph
Remain posted at 35 mph
Remain posted at 35 mph
Remain posted at 35 mph
Remain posted at 40 mph
Remain posted at 40 mph
Princeton Avenue
Campus Park Dr to 118 Fwy (E) Remain posted at 40 mph
118 Fwy (E) to 118 Fwy (W) Remain posted at 40 mph
118 Fwy (W) to Spring St Install 40 mph westbound
Second Street
Spring Rd to Moorpark Ave Remain posted at 25 mph
Spring Road
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 Reiada Road
East City Limits to Spring Sd 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
Support Explanations of "No Speed Limit Changes"
The following are support explanations for the five roadway segments that the recommended
speed limit is 3 mph lower or more than the newly measured 85`h percentile speed.
Arroyo Drive
East City Limit to Collins
Arroyo Drive is a two lane roadway that parallels the metro link railway. It is has a posted speed
limit of 40 mph with 30 & 35 mph advisory speed at curves. The roadway features include a
rural narrow roadway with dirt shoulders, no sidewalks and curbs, and several vertical and
horizontal curves. The sight distance is slightly limited at these curves. A 50 mph speed limit is
posted at the easterly adjacent section of Arroyo Drive in the City Simi Valley. With that and
the speed survey resulted with an 85th percentile of 46.1 mph, and a 10 mph pace range of 38
mph to 47 mph, it is recommended that the existing 40 mph speed limit be maintained.
Campus Park Drive
Beragan Street to Collns Drive
This portion of Campus Park Drive has two lanes in each direction and has a 40 mph posted speed
limit eastbound only. With the speed survey results showing an 85th percentile speed of 40.9 mph
10
and a 10 mph pace range of 32 mph to 41 mph, it is recommended the existing 40 mph limit be
maintained and that a similar speed sign be installed for the westbound direction.
Cedar Springs Street
Mountain Trail Street to Mountain Meadow Drive
Cedar Springs Street is a two lane roadway residential in nature. A 30 mph speed limit is posted
for this roadway. The speed survey resulted with an 85th percentile speed of 32.8 mph and a 10
mph pace range of 25 to 34 mph. The roadway features include a double yellow centerline,
designated bike lanes, gradual downhill northbound, and gradual to moderate "S" curves, . The
sight distance is limited at these curves. With that, it is recommended that the existing 30 mph
be maintained.
Charles Street
Moorpark Avenue to Hedyland Court
This section of Charles Street has two lane residential roadway. There are several 25 mph speed
signs posted eastbound only. Field observations include that Charles Street may be an area that
is a speed concern to the City as there is a "VCALL ", an electronic digital speed readout newly
installed eastbound at Magnolia Street. Other observations include heavy on- street parking and
many driveways, commercial vehicles over 3 tons are prohibited, and areas of limited sight
distance due to slight to gradual horizontal and vertical curves. The speed survey resulted with
and 85th percentile speed of 30.8 mph and an average speed of 25.9 mph. Taking into
consideration the residential nature, roadway curvature, and a 10 mph pace range of 22 to 31
mph, it is recommended that the existing 25 mph remain and a similar speed sign be posted
westbound.
Christian Barrett Drive
Spring Road to Peach Hill Road
Christian Barrett has one lane of travel in each direction. Adjacent land uses include residential
and Peach Hill Elementary School. The speed data shows an 85th percentile speed of 28.2 mph,
and a 10 mph pace range of 22 to 31 mph. Field observations are heavy on- street parking, heavy
residential driveway access and constant gradual to moderate horizontal curves creating areas of
limited sight distance. With these existing conditions and an effort to maintain the residential
nature of the area, it is recommended that the existing 25 mph speed limit be maintained.
Collins Drive
University Drive (E) to Campus Park Drive
This portion of Collins Drive has one travel lane southbound and two lanes northbound. Field
observations include "No Stopping Anytime" along entire roadway, designated bike lanes, and
bus stops. There are many areas of limited sight distance due to the roadway curvature with
slight uphill grades northbound and moderate "S" curves. The City is concerned with speed
traveling on this roadway as a electronic digital speed readout exists southbound. The speed
survey resulted with an 85th percentile speed of 42.2, an average speed of 37.5, and a 10 mph
11
pace range of 32 to 41 mph. Taking into consideration the roadway conditions, it is
recommended that the existing 35 mph posting be maintained rather than a 40 mph limit that the
85th may suggest.
Countrvwood Drive
Tierra Rejada Road to Woodhill Drive
Countrywood Drive is a two lane residential roadway. It is posted at 35 mph. The speed data
revealed an 85th percentile speed of 38.1 mph and a 10 mph pace range of 31 to 40 mph. Field
observations include "No Stopping Anytime" along both sides of roadway, designated bike lanes,
bus stops, and gradual to moderate vertical - horizontal curves. With the roadway conditions,
specifically areas of limited sight distance and heavy pedestrian activity, it is recommended that
the existing 35 mph limit be maintained.
Hearon Drive
Borges Drive to Collins Drive
Hearon Drive is a two lane roadway. The adjacent land uses include residential (non- fronting)
and Campus Canyon Elementary School & Park. It is posted at 30 mph. The speed data
revealed an 85th percentile speed of 34.3 mph and a 10 mph pace range of 25 to 34 mph. Field
observations include heavy pedestrian traffic school and park area, designated bike route, and
gradual to moderate vertical- horizontal curves. With the roadway conditions, it is recommended
that the existing 30 mph limit be maintained.
Mountain Meadow Drive
Mountain Trail (N) / Walnut Creek Road to Tierra Rejada Road
This portion of Mountain Meadow Drive is a two lane roadway that is 0.22 miles in length. It
has a posted speed limit of 30 mph. Adjacent land use is residential, Mountain Meadow
Elementary School and Park. Field observations include pedestrian traffic at school and park,
painted bike lanes, and no stopping anytime along both sides of the roadway. The speed data
shows an 85th percentile speed of 33.7 mph and a 10 mph pace range of 26 to 35 mph. It is
recommended that the existing 30 mph speed limit be maintained, as a result of the adjacent land
uses and periods of heavy pedestrian activity.
Tierra Rejada Road to Mountain Trail Street
This portion of Mountain Meadow is a two lane residential roadway. Field observations include
"No Stopping Anytime" along entire roadway, designated bike lanes, and bus stops. There are
many areas of limited sight distance due to the roadway curvature with slight up /downhill
grades, gradual to moderate "S" curves and a sweeping "C" south of Walnut Creek. Although,
the speed survey resulted with an 85th percentile speed of 36.2 mph and an average speed of
32.0 mph, given the sight distance restrictions due to the roadway curves, it is recommended that
the existing 30 mph posting remain.
12
Mountain Trail Street
Mountain Meadow (N) / Walnut Creek Road to Tierra Rejada Road
This section of Mountain Trail is a two lane roadway. The adjacent land uses include single and
multi- family dwellings, Moorpark High School and Performing Art Center. The speed data
results show an 85th percentile of 34.9 mph and a 10 mph pace range of 26 to 35 mph. The
roadway has slight to gradual "S" curves. The sight distance is limited at these curves. With
that, it is recommended that existing 30 mph posting be maintained, instead of a 35 mph speed
limit that the speed data may indicate.
Tierra Rejada Road to Mountain Meadow Drive (S)
This section of Mountain Trail is a four lane roadway. The adjacent land uses include single and
multi - family dwellings, Tierra Rejada Park, fire department, and commercial at Tierra Rejada
Road. The speed data results show an 85th percentile of 34.9 mph and a 10 mph pace range of
27 to 36 mph. In consideration of the nature of the area, keeping consist with speeds of adjacent
segments and engineering judgment, it is recommended that the existing 30 mph posting be
maintained.
Peach Hill Road
Miller Parkway to Spring Road
This portion of Peach Hill Road is a two lane roadway. The majority of the adjacent land uses
are schools with the Mesa Verde Middle School, Pinecrest School and Holy Cross Catholic
Church & School. The roadway has constant gradual, moderate to sweeping horizontal and
vertical curves. The sight is very limited in many areas of the roadway. Other field observations
include that on- street parking is prohibited along both sides of the roadway, bus cut outs and
driveway access to the schools. The Engineering and Traffic Survey resulted with an 85th
percentile speed of 38.0 mph and a 10 mph pace range of 30 to 39 mph, With consideration of
the roadway conditions and limited sight distance, it is recommended that the existing 35 mph
remain.
Mesa Verde Drive to Spring Road
This section of Peach Hill Road is a wide two lane roadway. It is solely residential with a 35
mph speed posting. On the south -side of this wide roadway are no driveways, 'No Stopping
Anytime" and a narrow painted bike lane with no shoulders. The speed data shows an 85th
percentile speed of 41.7 mph and a 10 mph pace range of 34 to 43 mph. With that is
recommended that the 35 mph speed limit be maintained.
Princeton Avenue
118 Freeway (w) to Spring Road
This portion of Princeton Avenue was formerly named Los Angeles Avenue. A 40 mph speed
sign is posted for the eastbound direction only. The speed survey resulted with an 85th
percentile speed of 43.3 mph and a 10 mph pace range of 35 to 44 mph. The majority of this
segment is a narrow winding two lane roadway with dirt shoulders, no curbs, no sidewalks, no
driveways until near Spring Street the roadway widens to four lanes. Posted at the roadway
13
curves are 30 mph and 35 mph advisory speed signs as the sight distance is limited in these
areas. With that, it is recommended that the existing 40 mph be maintained and a similar sign be
installed for westbound traffic.
Second Street
Spring Road to Moorpark Avenue
Second Street is a two lane roadway with 100% residential single- family dwellings. Field
observations include heavy on- street parking, heavy driveways, a curve and dip at Millard and
Bard, and a "Keep Clear" legend at Harry Street. Second Street is located south of High Street
(historical district) and seems to be used as a cut through. The speed survey resulted with an
85th percentile speed of 31.0 mph and a 27.1 mph median speed. In effort of maintaining the
residential nature of the area, the existing 25 mph is recommended. This speed falls mid -way of
the 10 mph pace range of 23 to 32 mph
Tierra Rejada Road
East City Limits to Spring Road
This section of Tierra Rejada is a four lane roadway. It is posted at 45 mph. Field observation
include short distances between signals, painted bike lanes, "No Stopping Anytime ", truck
traffic, and slight vertical and horizontal curves. The speed data shows an 85th percentile speed
of 48.8 mph and a 10 mph pace range of 41 to 50 mph. The three year accident research
revealed that 29 of the 39 reported accidents were speed related. With such a high speed related
accident rate, it is recommended that the existing 45 mph speed remain rather than a higher
speed that the 85th percentile may suggest.
Spring Road to Peach Hill Road
This portion of Tierra Rejada is a four lane arterial roadway with a 45 mph speed limit. Field
observations include designated bike lanes, no stopping anytime, raised median island, gradual to
moderate horizontal and vertical curves. The sight distance is limited at these curves. Tierra
Rejada is a speed concern to the City as electronic digital speed readouts have been installed to
show drivers their current speed. The accident research resulted with 6 speed related accidents
of the 30 accidents reported in a three year period. The speed data results show an 85th percentile
speed of 50.6 mph and a 10 mph pace range of 42 to 51 mph. Taking into consideration of the
roadway conditions and the high speed related accident rate, it is recommended that the existing
45 mph be maintained.
Peach Hill Road to MounatinTrail Street
The section of Tierra Rejada Road continues the roadway features of the adjacent segments. It
continues with two lanes of travel in each direction, no stopping anytime, and gradual to
moderate "S" curves creating areas of limited sight distance. Tierra Rejada is a speed concern to
the City as electronic digital speed readouts have been installed to show drivers their current
speed. The accident research revealed that 8 of the 22 accidents reported were speed related.
Given the roadway curves and areas of limited sight distance and a high speed related accident
rate, it is recommended that the existing 45 mph be maintained, although, the speed data may
suggest a high speed.
14
Mountain Trail Street to Los Angeles Avenue
This section of Tierra Rejada Road is a four lane roadway. The posted speed limit is 45 mph.
Tierra Rejada Road is an area that is a speed concern to the City as there are electronic digital
speed readouts installed at various areas along the entire roadway between Los Angeles Avenue
to East City Limits. The accident research revealed that 7 of the 20 accidents reported with a
three year period were speed related. Taking into consideration the roadway curvature, areas of
limited sight distance, and the high speed accident rate, it is recommended that the existing 45
mph remain.
Walnut Creek Road
Mountain Trail Street to Tierra Rejada Road
This portion of Walnut Creek Road has one lane of travel in each direction. It is currently has a
posted speed limit of 30 mph. The speed survey resulted with an 85th percentile speed of 34.1
mph and a 10 mph pace range of 26 to 35 mph. The roadway has slight up- downhill grades with
moderate to sweeping "S" curves. The sight distance is very limited at these curves. With that,
it is recommended that the existing 30 mph speed limit be maintained rather than a higher speed
that the speed data may suggest
Locations of "New Sneed Limit Postings"
Three of the forty -five roadway segments are 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 is necessary to
enhance the enforcement of the recommended safe speed limit. These segments are shown in the
Summary of Recommendations beginning on page 17 and are as follows:
Championship Drive
Walnut Canyon Rd to Grimes Canyon Rd
Gabbert Road
Elwin Ave to Poindexter Ave
Moorpark Avenue
Los Angeles Ave to South End
Install New Posting of 40 mph
Install New Posting of 30 mph
Install New Posting of 30 mph
Support Explanations of "New Sneed Limit Postings"
Championship Drive
Walnut Canyon Rd to Grimes Canyon Rd
Championship Drive is a two lane roadway. This area is a newly designed high -end
development with many homes under construction. The roadway has constant gradual to
moderate vertical and horizontal curves. Although the speed data shows an 85th percentile speed
15
of 45.1 mph, and with the roadway conditions, it is recommended that a 40 mph speed be
established for this area, which falls mid -way of the 10 mph pace range of 37 to 46 mph.
Gabbert Road
Elwin Avenue to Poindexter Avenue
This portion of Gabbertt Road is a two lane rural roadway. Currently, a speed limit is not posted.
The speed data revealed an 85th percentile speed of 34.2 mph and a 10 mph pace range of 27 to
36 mph. Field observations include a very narrow winding roadway with narrow dirt shoulders,
"No Stopping Anytime" along both sides of roadway, ranches, and open undeveloped areas.
With the roadway conditions, it is recommended that a 30 mph speed limit be posted for this
area.
Moorpark Avenue
Los Angeles Avenue to South End
Moorpark Avenue is a two lane roadway that is 0.28 mile in length. Currently, it is not posted.
Adjacent land use is solely multi - family residential dwellings. The speed data shows an 85th
percentile speed of 32.9 mph and a 10 mph pace range of 25 to 34 mph. With the nature of the
area, it is recommended that a 30 mph speed limit be established for this area.
Locations of "Speed Limit Increases"
With the combination of the speed data, our field review and accident history, the following
segment is recommended for speed limit increase.
Walnut Creek Road
Tierra Rejada Rd to Mtn Meadow Dr Increase speed from 30 mph to 35 mph
Support Explanations of "Speed Limit Increases"
Walnut Creek Road
Tierra Rejada Road to Mountain Meadow Drive
This portion of Walnut Creek Road has one lane of travel in each direction. It is currently has a
posted speed limit of 30 mph. The speed survey resulted with an 85th percentile speed of 39.3
mph and a 10 mph pace range of 31 to 40 mph. The roadway has slight up- downhill grades with
moderate "S" curves. The sight distance is very limited at these curves. With that, it is
recommended that the existing 30 mph speed limit be increased to 35 mph rather than a 40 mph
speed that the speed data may suggest. It is noted, that a 40 mph speed limit is at the upper end of
the 10 mph pace.
16
Exhibit "A"
SUMMARY OF RECOMMENDATIONS
CHRISTIAN BARRETT ROAD
SPRING RD TO
NO CHANGE —10 MPH PACE / LIMITED SIGHT DISTANCE /
PERCENT
25 25
28.2 25.8 22 -31 96.4 EXISTING CONDITIONS / ENGINEERING JUDGMENT
EXISTING
RECOMMENDED
85TH
UNIVERSITY DR TO
10 MPH
OF
CAMPUS PARK DR
STREET LOCATION
SPEED
SPEED
PERCENTILE
AVERAGE
PACE
VEHICLES
37.4 33.9 30 -39 93.3 NO CHANGE — 85TH PERCENTILE
*25 mph When Children Present
LIMIT
LIMIT
SPEED
SPEED
RANGE
IN PACE
JUSTIFICATION I COMMENTS
ARROYO DRIVE
EAST CITY LIMITS TO
COLLINS DR
40
40
46.1
41.8
38 -47
83.7
NO CHANGE — LIMITED SIGHT DISTANCE
CAMPUS PARK DRIVE
BERAGAN ST TO
COLLINS DR
40EB
40
40.9
36.5
32 -41
78.9
NO CHANGE — POST WB — 85TH PERCENTILE
COLLINS DR TO
MARGUETTE ST
40
40
40.2
36.6
32 -41
83.0
NO CHANGE — 85TH PERCENTILE
MARGUETTE ST TO
PRINCETON AVE
45
45
46.1
41.7
38 -47
77.7
NO CHANGE — 85TH PERCENTILE
PRINCETON AVE TO
WEST END
35
35
37.4
33.2
29 -38
74.3
NO CHANGE — 85TH PERCENTILE
CEDAR SPRINGS STREET
MOUNTAIN TRAIL ST TO
MOUNTAIN MEADOW DR
30
30
32.8
28.6
25 -34
79.2
NO CHANGE —10 MPH PACE, LIMITED SIGHT DISTANCE
CHAMPIONSHIP DRIVE
WALNUT CANYON RD TO
GRIMES CANYON RD
NP
40
45.1
41.2
37 -46
76.5
POST —10 MPH PACE / LIMITED SIGHT DISTANCE
CHRISTIAN BARRETT ROAD
SPRING RD TO
NO CHANGE —10 MPH PACE / LIMITED SIGHT DISTANCE /
PEACH HILL RD
25 25
28.2 25.8 22 -31 96.4 EXISTING CONDITIONS / ENGINEERING JUDGMENT
COLLINS DRIVE
UNIVERSITY DR TO
NO CHANGE —10 MPH PACE / LIMITED SIGHT DISTANCE
CAMPUS PARK DR
35 / 25* 35
42.2 37.5 32 -41 77.4 ENGINEERING JUDGMENT
CAMPUS PARK DR TO
ARROYO DR
35 35
37.4 33.9 30 -39 93.3 NO CHANGE — 85TH PERCENTILE
*25 mph When Children Present
NP = Not Posted
EB = Eastbound
WB = Westbound
17
Exhibit "A"
R1,
PERCENT
EXISTING
RECOMMENDE
85TH
10 MPH
OF
SPEED
D SPEED
PERCENTILE
AVERAGE
PACE
VEHICLES
STREET LOCATION
LIMIT
LIMIT
SPEED
SPEED
RANGE
IN PACE
JUSTIFICATION 1 COMMENTS
COMMERCE DRIVE
POINDEXTER AVE TO
GABBERT AVE
30
30
31.7
27.7
24 -33
81.2
NO CHANGE - 85TH PERCENTILE
CONDOR DRIVE
PRINCETON AVE (N) TO
PRINCETON AVE (S)
30
30
32.5
28.6
25 -34
83.1
NO CHANGE - 85TH PERCENTILE
COUNTRY HILL ROAD
COUNTRYWOOD DR TO
MOUNTAIN MEADOW DR
30
30
31.6
28.3
25 -34
93.2
NO CHANGE - 85TH PERCENTILE
COUNTRYWOOD DRIVE
TIERRA REJADA RD TO
NO CHANGE -10 MPH PACE / ROADWAY CONDITIONS
WOODHILL DR
35
35
38.1
34.4
31 -40
82.6
LIMITED SIGHT DISTANCE
GABBERT ROAD
ELWIN AVE TO
POST -10 MPH PACE / LIMITED SIGHT DISTANCE I
POINDEXTER AVE
NP
30
34.2
29.8
27 -36
76.9
ROADWAY CONDITIONS / ENGINEERING JUDGMENT
POINDEXTER AVE TO
LOS ANGELES AVE
40
40
42.5
38.9
34 -43
77.7
NO CHANGE - 85TH PERCENTILE
HEARON DRIVE
BORGES DR TO
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
COLLINS DR
30 / 25*
30
34.3
29.5
25 -34
75.6
EXISTING CONDITIONS / ENGINEERING JUDGMENT
HIGH STREET
SPRING RD TO
MOORPARK AVE
30
30
32.1
28.0
24 -33
85.0
NO CHANGE - 85TH PERCENTILE
MILLER PARKWAY
LOS ANGELES AVE TO
PEACH HILL RD
40 / 25*
40
41.1
36.7
32 -41
73.4
NO CHANGE - 85TH PERCENTILE
PEACH HILL RD TO
TIERRA REJADA RD
40 / 25*
40
42.4
38.2
35 -44
80.4
NO CHANGE - 85TH PERCENTILE
*25 mph When Children Present
NP = Not Posted
NB = Northbound
SB = Southbound
R1,
19
Exhibit "A"
EXISTING
RECOMMENDED
85TH
10 MPH
PERCENT
STREET LOCATION
SPEED
SPEED
PERCENTILE
AVERAGE
PACE
OF VEHICLES
LIMIT
LIMIT
SPEED
SPEED
RANGE
IN PACE
JUSTIFICATION I COMMENTS
MOORPARK AVENUE
LOS ANGELES AVE TO
SOUTH END
NP
30
32.9
29.0
25 -34
88.9
POST -10 MPH PACE, NATURE OF AREA
MOUNTAIN MEADOW DRIVE
WALNUT CREEK RD TO
NO CHANGE -10 MPH PACE / NATURE OF THE AREA
TIERRA REJADA RD
30
30
33.7
30.0
26 -35
84.4
ENGINEERING JUDGMENT
TIERRA REJADA RD TO
MOUNTAIN TRAIL ST
30
30
36.2
32.0
29 -38
88.0
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
MOUNTAIN TRAIL STREET
WALNUT CREEK RD TO
TIERRA REJADA RD
30
30
34.9
30.6
26 -35
82.9
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
TIERRA REJADA RD TO
MOUNTAIN MEADOW DR (S)
30
30
34.9
31.3
NO CHANGE - 10 MPH PACE /NATURE OF THE AREA
27 -36
83.3
ENGINEERING JUDGEMENT
MOUNTAIN MEADOW DR (S) TO
WOODHILL DR
30
30
32.5
28.0
25 -34
86.2
NO CHANGE - 85TH PERCENTILE
PEACH HILL ROAD
MILLER PKWY TO
SPRING ROAD
35 / 25'
35
38.0
33.9
30 -39
81.9
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
SPRING ROAD TO
MESA VERDE DR
35
35
41.7
37.1
34 -43
83.1
NO CHANGE - ENGINEERING JUDGEMENT
MESA VERDE DR TO
TIERRA REJADA RD
35
35
37.5
33.8
30 -39
85.6
NO CHANGE - 85TH PERCENTILE
POINDEXTER AVENUE
MOORPARK AVE TO
SIERRA AVE
40 / 25'
40
41.0
36.9
33 -42
81.7
NO CHANGE - 85TH PERCENTILE
SIERRA AVE TO
GABBERT AVE
40
40
42.4
38.6
35 -44
81.2
NO CHANGE - 85TH PERCENTILE
`25 mph When Children Present
NP = Not Posted
EB = Eastbound
WB = Westbound
19
Exhibit "A"
cl
PERCENT
EXISTING
RECOMMENDED
85TM
10 MPH
OF
SPEED
SPEED
PERCENTILE
AVERAGE
PACE
VEHICLES
STREET LOCATION
LIMIT
LIMIT
SPEED
SPEED
RANGE
IN PACE
JUSTIFICATION / COMMENTS
PRINCETON AVENUE
CAMPUS PARK DR TO
118 FWY (E)
40
40
39.0
34.7
30 -39
81.7
NO CHANGE - 85TH PERCENTILE
118 FWY (E) TO
118 FWY (W)
40
40
41.3
35.8
31 -40
71.4
NO CHANGE - 85TH PERCENTILE
118 FWY (E) TO
NO CHANGE - POST WB
SPRING ROAD
40EB
40
43.3
37.7
35 -44
67.4
10 MPH PACE / LIMITED SIGHT DISTANCE
SECOND STREET
SPRING ROAD TO
MOORPARK AVE
25
25
31.0
27.1
23 -32
82.8
NO CHANGE -10 MPH PACE / ENGINEERING JUDGMENT
SPRING ROAD
HIGH ST TO
LOS ANGELES AVE
40
40
41.4
36.1
33 -42
72.8
NO CHANGE - 85TH PERCENTILE
LOS ANGELES AVE TO
PEACH HILL RD
45
45
47.2
43.0
38 -37
77,8
NO CHANGE - 85TH PERCENTILE
PEACH HILL RD TO
TIERRA REJADA RD
45
45
47.4
42.5
39 -48
71.2
NO CHANGE - 85TH PERCENTILE
TIERRA REJADA ROAD
EAST CITY LIMITS TO
SPRING ROAD
45
45
48.8
44.6
41 -50
79.6
NO CHANGE -10 MPH PACE / HIGH SPEED ACCIDENT RATE
SPRING ROAD TO
PEACH HILL RD
45
45
50.4
45.7
42 -51
77.1
NO CHANGE -10 MPH PACE / HIGH SPEED ACCIDENT RATE
PEACH HILL RD TO
MOUNTAIN TRAIL ST
45
45
49.1
45.0
41 -50
87.0
NO CHANGE -10 MPH PACE / HIGH SPEED ACCIDENT RATE
MOUNTAIN TRAIL ST TO
LOS ANGELES AVE
45
45
47.7
44.5
41 -50
80.7
NO CHANGE -10 MPH PACE / HIGH SPEED ACCIDENT RATE
UNIVERSITY DRIVE
GRIFFIN LN TO
COLLINS DR
30
30
32.2
28.2
25 -34
89.0
NO CHANGE - 85TH PERCENTILE
WALNUT CREEK ROAD
MOUNTAIN TRAIL ST TO
TIERRA REJADA RD
30
30
34.1
30.5
26 -35
91.2
NO CHANGE -10 MPH PACE / LIMITED SIGHT DISTANCE
TIERRA REJADA RD TO
MOUNTAIN MEADOW DR
30
35
39.3
35.5
31 -40
86.9
INCREASE -10 MPH PACE / LIMTIED SIGHT DISTANCE
cl
w
t
X
W
N
APPENDIX A
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI ARROYO DRIVE EAST CITY LIMITS TO COLLINS DRIVE
DATE: 4/19/2006 SURVEY BY: C_ BUENDIA
TIME: 3:30 PM - 5:00 PM CHECKED BY: JERRY STOCK
/AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
WEST OF VILLA ARROYO MOBILE PARK ENT.
4/19/2006
46.1 MPH
38 - 47 MPH
83.7%
40 MPH
30 MPH & 35 MPH ADVISORY AT CURVES
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
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
4,000
1 LANE / 2 LANES (near Collins) (WB) / 1 LANE (EB)
STOP - COLLINS
NONE
NO / FEW
NO
NO STOPPING ANYTIME
NARROW ROADWAY / PARALLELS FWY AND METROLINK
1.31
SLIGHT - GRADUAL UP /DOWNHILL GRADES
GRADUAL - MODERATE "S "CURVES
LIMITED SIGHT DISTANCE (areas of slight)
GOOD
NO / NO (curb & gutter only)
YES
DBL YELLOW CENTERLINE
DIRT SHOULDERS (WB)
ADJACENT LAND USE MOBILE HOME PARK / METROLINK / RxR CROSSING / PARK -N -RIDE / 118 FWY
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
Arroyo Drive is a two lane roadway that parallels the Metrolink railway. It has a posted speed limit of 40 mph with 30 & 35 mph advisory speed at
curves. The roadway features include a rural narrow roadway with dirt shoulders, no sidewalks and curbs, and several vertical and horizontal
curves. The sight distance is slightly limited at these curves. A 50 mph speed limit is posted at the easterly adjacent section of Arroyo Drive in the
City of Simi Valley. With that and the speed survey resulted with an 85th percentile of 46.1 mph, and a 10 mph pace range of 38 mph to 47 mph,
it is recommended that the existing 40 mph speed limit to remain the same.
r• ..r.,.... •••• w —, .. _'y unnu kaffm vaiey) File: Arroyo -01
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI ARROYO DRIVE
DATE: 4/19/2006
TIME- i• ,an DRA _ r,•nn ORA
EAST CITY LIMITS TO COLLINS DR
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
47 MPH
38 MPH
9.3 %
83.7 %
7.0 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.4%
96.1%
92.2%
90.7% }PACE
84.5% }PACE --- 85PCT
79.8% }PACE
72.1% }PACE
65.1% }PACE
52.7% }PACE
41.1% }PACE - - -MEAN
31.0% }PACE
20.2% }PACE
12.4% )PACE --- 15PCT
7.0%
3.9%
2.3%
1.6%
1.6%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
MEDIAN SPEED:
gLh PERCENTILE SPEED:
S TDc
T
W
* TR P11
q T OF
Q
46.1 MPH
41.8 MPH
38.3 MPH
Arroyo -01
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
x
48
x
47
x
46
X
45
44
x
43
x
42
x
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
x
27
X
26
X
25
x
24
x
23
x
22
X
21
x
20
x
19x
18x
17
X
16x
15
x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
47 MPH
38 MPH
9.3 %
83.7 %
7.0 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.4%
96.1%
92.2%
90.7% }PACE
84.5% }PACE --- 85PCT
79.8% }PACE
72.1% }PACE
65.1% }PACE
52.7% }PACE
41.1% }PACE - - -MEAN
31.0% }PACE
20.2% }PACE
12.4% )PACE --- 15PCT
7.0%
3.9%
2.3%
1.6%
1.6%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
MEDIAN SPEED:
gLh PERCENTILE SPEED:
S TDc
T
W
* TR P11
q T OF
Q
46.1 MPH
41.8 MPH
38.3 MPH
Arroyo -01
MENEM
MENEM
SEMEN
32
31
30
_2
9
28
27
126
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
CAMPUS PARK DRIVE BERAGAN ST TO COLLINS DR
MCI
DATE: 4/19/2006 SURVEY BY: C. BUENDIA
TIME: 10:00 AM - 10:45 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
DENT HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
VEH. MILES
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
EAST OF COLLINS
4/19/2006
40.9 MPH
32 - 41 MPH
78.9%
40 MPH EB
36
30
34
10.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
9.43 ACCIDENTS PER MVM (SPEED RELATED ONLY)
8,800
2 LANES PER DIRECTION
SIGNAL - COLLINS / DELFEN
AT COLLINS
YES / YES
NO
NO STOPPING ANYTIME
DESIGNATED /PAINTED BIKE LANES
HEAVY LEFT TURNS WB CAMPUS PARK ONTO COLLINS
0.33
NONE
GRADUAL "C' AT DELFEN / BEND "L" AT BERAGAN
GOOD
GOOD
PARTIAL / FEW (WB) - YES / NO (EB)
YES
RAISED MEDIAN ISLAND / NO SHOULDERS
ADJACENT LAND USE RESIDENTIAL non- frontin / GRIFFIN SENIOR PARK / MOORPARK COLLEGE
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE - POST WB
JUSTIFICATION:
This portion of Campus Park Drive has two lanes in each direction and has a 40 mph posted speed limit eastbound
only. With the speed survey results showing an 85th percentile speed of 40.9 mph and a 10 mph pace range of 32
mph to 41 mph, it is recommended the existing 40 mph limit be maintained and that a similar speed sign be installed
for the westbound direction.
File: Campus Park -02
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI CAMPUS PARK DRIVE
DATE: 4/19/2006
TIMF• In-n l AM - 10-AA AM
BERAGAN ST TO COLLINS DR
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE: 41 MPH
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
100.0%
100.0%
59
100.0%
100.0%
58
100.0%
100.0%
57
100.0%
100.0%
561
97.7%
95.3%
x
55
89.5%
85.4%
}PACE
54
)PACE --- 85PCT
725%
}PACE
63.2%
)PACE
53
)PACE
43.9%
)PACE - - -MEAN
33.9%
)PACE
52
}PACE
17.5%
)PACE
12.3%
}PACE --- 15PCT
51
4.1%
2.9%
50
1.2%
0.6%
49
0.0%
0.0%
48
0.0%
0.0%
47
0.0%
0.0%
46
0.0%
45
x
44
x
43
x
42
x
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
x
27
x
26
X
25
x
24
x
23
x
22
x
21x
20
x
19x
18x
17x
16x
15x
UPPER LIMIT 10 MPH PACE: 41 MPH
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.8%
97.7%
95.3%
93.0%
89.5%
85.4%
}PACE
82.5%
)PACE --- 85PCT
725%
}PACE
63.2%
)PACE
55.6%
)PACE
43.9%
)PACE - - -MEAN
33.9%
)PACE
25.1%
}PACE
17.5%
)PACE
12.3%
}PACE --- 15PCT
6.4%
4.1%
2.9%
2.3%
1.2%
0.6%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 40.9 MPH
PERCENT OVER PACE: 14.6 % EDIAN SPEED: 36.5 MPH
PERCENT IN PACE: 78.9 % FESS I RCENTILE SPEED: 32.5 MPH
PERCENT UNDER PACE: 6.4 %u R O J. STO4
M Campus Park -02
Z5 NO. (2049
*�19T
0 F
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
CAMPUS PARK DRIVE COLLINS DR TO MARGUETTE ST
DATE: 4/19/2006 SURVEY BY: C. BUENDIA
TIME: 10:00 AM - 10:45 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
HISTORY
WEST OF COLLINS
4/19/2006
40.2 MPH
32 - 41 MPH
83.0%
40 MPH
NO. OF MONTHS OBSERVED 36
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)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
5,350
LANE CONFIGURATION
2 LANES PER DIRECTION
TRAFFIC CONTROLS
SIGNAL - COLLINS / STOP - MARGUETTE
CROSSWALKS
AT COLLINS / MARGUETTE (sch)
PEDESTRIAN /BICYCLES
YES / YES
TRUCK TRAFFIC
FEW
ON- STREET PARKING
NO STOPPING ANYTIME
OTHER
DESIGNATED /PAINTED BIKE LANES / AREAS OF RED CURB
IROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
0.22
SLIGHT UP- DOWNHILL GRADES
NONE
GOOD
GOOD
YES / FEW
YES
RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (single & multi -fami
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 40 mph is 0.2 mph below the 85th percentile speed.
File'. Campus Park -03
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI CAMPUS PARK DRIVE
DATE: 3/14/2006
TIM(=• 1n'nn AM _ 1n•dr, AAA
COLLINS DR TO MARQUETTE ST
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
41 MPH
32 MPH
11.9 %
83.0 %
5.2 %
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
100.0%
100.0%
54
100.0%
99.5%
53
98.5%
97.9%
52
94.3%
92.8%
51
}PACE
84.0%
)PACE - - -85PCT
73.2%
)PACE
50
}PACE
54.6%
)PACE
44.3%
}PACE - - -MEAN
49
)PACE
19.1%
)PACE
15.5%
)PACE
48
)PACE --- 15PCT
5.2%
3.1%
47
0.0%
0.0%
46
0.0%
0.0%
45
0.0%
0.0%
x
44
0.0%
0.0%
x
43
0.0%
0.0%
X
42
x
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
33
x
32
x
31
Ix
x
30
x
29
28
X
27
X
26
X
25
x
24
X
23
x
22
x
21
x
20
X
19x
18
x
17
x
16x
15
x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
41 MPH
32 MPH
11.9 %
83.0 %
5.2 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5%
99.5%
98.5%
97.9%
96.4%
94.3%
92.8%
88.1%
}PACE
84.0%
)PACE - - -85PCT
73.2%
)PACE
66.0%
}PACE
54.6%
)PACE
44.3%
}PACE - - -MEAN
34.0%
)PACE
19.1%
)PACE
15.5%
)PACE
11.3%
)PACE --- 15PCT
5.2%
3.1%
1.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
MEDIAN SPEED:
gSION PERCENTILE SPEED:
TO 2�,2
(4 140 22049
*sty TRAM �pQ�
�9TF OF CAS
40.2 MPH
36.6 MPH
32.9 MPH
Campus Park -03
60
59
5
57
56
55
■EN■■
■E■■■
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
CAMPUS PARK DRIVE MARGUETTE ST TO PRINCETON AVE
MCI
DATE: 4/19/2006 SURVEY BY: C. BUENDIA
TIME: 10:00 AM - 10:45 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
EAST OF JULLIARD
3/14/2006
46.1 MPH
38 - 47 MPH
77.7%
45 MPH
"ELECTRONIC DIGITAL RADAR SPEED INDICATOR (EB)
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 1
TOTAL ACCIDENTS 1
ANNUAL ACCIDENT RATE 0.33 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.36 ACCIDENTS PER MVM SPEED RELATED ONLY)
=FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
4,300
2 LANES PER DIRECTION
STOP - MARGUETTE
AT MARGUETTE (sch)
YES /YES
FEW
NO STOPPING ANYTIME
DESIGNATED /PAINTED BIKE LANES
NO PARKING STREET SWEEPING 1st -3rd TUES
0.59
SLIGHT UPHILL GRADE (WB)
GRADUAL "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES / NO
YES
RAISED MEDIAN ISLAND / BUS STOPS
ADJACENT LAND USE RESIDENTIAL non- frontin
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 45 mph is 1.1 mph below the 85th percentile speed.
Electron Digital Radar Speed Indicator installed eastbound File: Campus Park -04
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI CAMPUS PARK DRIVE
DATE: 3/14/2006
TIME- 10•nn AM _ in-ARAM
MARQUETTE ST TO PRINCETON AVE
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE: 47 MPH
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
100.0%
100.0%
59
100.0%
100.0%
58
98.9%
98.3%
57
94.4%
91.1%
)PACE
561
)PACE --- 85PCT
81.0%
)PACE
67.0%
x
55
}PACE
52.5%
}PACE
44.1%
}PACE - - -MEAN
54
}PACE
26.3%
)PACE
19.6%
)PACE
53
- - -15PCT
11.2%
6.7%
52
1.7%
0.0%
51
0.0%
0.0%
50
0.0%
0.0%
49
0.0%
0.0%
x
48
0.0%
0.0%
x
47
0.0%
0.0%
x
46
0.0%
x
45
x
44
x
43
x
42
x
41
x
40
x
39
x
38
37
x
36
x
35
x
34
x
33
x
32
x
31x
30
x
29
x
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21x
20
x
19
x
18x
17x
16x
151X
UPPER LIMIT 10 MPH PACE: 47 MPH
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.4%
98.9%
98.3%
97.2%
94.4%
91.1%
)PACE
84.4%
)PACE --- 85PCT
81.0%
)PACE
67.0%
}PACE
60.9%
}PACE
52.5%
}PACE
44.1%
}PACE - - -MEAN
36.9%
}PACE
26.3%
)PACE
19.6%
)PACE
13.4%
- - -15PCT
11.2%
6.7%
2.2%
1.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
LOWER LIMIT 10 MPH PACE: 38 MPH 85th PERCENTILE SPEED: 46.1 MPH
PERCENT OVER PACE: 8.9 % SSIONA IAN SPEED: 41.7 MPH
PERCENT IN PACE: 77.7 PERCENT UNDER PACE: 13.4 % S ro RCENTILE SPEE 37.3 MPH
w ul Dag A
0 N0,2 � Campus Park -04
Q
STATE OF C,
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI CAMPUS PARK DRIVE PRINCETON AVE TO WEST END
DATE: 4/19/2006 SURVEY BY: C. BUENDIA
TIME: 7:45 AM - 9:00 AM CHECKED BY: JERRY STOCK
JAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
WEST OF LOYOLA
4/19/2006
37.4 MPH
29 -38 MPH
74.3%
35 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
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)
=FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
1,200
1 LANE PER DIRECTION
NONE
NONE
FEW / FEW
NO
NO STOPPING ANYTIME
DESIGNATED /PAINTED BIKE LANES
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
0.27
VERTICAL CURVE
CONSTANT SLIGHT - GRADUAL UPHILL GRADE (WB)
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
DOUBLE YELLOW CENTERLINE / PARTIAL PAINTED LEFT MEDIAN
ADJACENT LAND USE RESIDENTIAL (non-fronting) / GOLF COURSE end
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 35 mph is 2.4 mph below the 85th percentile speed.
File: Campus Park -05
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI CAMPUS PARK DRIVE
DATE: 4/19/2006
TIMF- 7•dr, Olin - 0 nn ARA
PRINCETON AVE TO WEST END
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.1%
98.2%
96.3%
96.3%
96.3%
94.5%
92.7%
91.7%
88.1% }PACE
82.60/o )PACE --- 85PCT
78.0% )PACE
70.6% )PACE
60.6% }PACE
46.8% )PACE • - - -MEAN
41.3% )PACE
30.3% )PACE
25.7% }PACE
18.3% )PACE
13.8% --- 15PCT
11.0%
5.5%
3.7%
0.9%
0.9%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
29
59
37.4 MPH
58
11.9
57
33.2 MPH
56
74.3
55
28.3 MPH
PERCENT UNDER PACE:
13.8
%
9p� 9
54
53
Campus Park -05
� u
b
52
51
50
49
48
47
46
45
44
X
43
x
42
x
41
x
40
x
39
x
38
x
37
x
36
X
35
x
34
X
33
x
32
x
31
x
30
x
29
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21x
20
x
19x
18
x
17x
16X
15x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.1%
98.2%
96.3%
96.3%
96.3%
94.5%
92.7%
91.7%
88.1% }PACE
82.60/o )PACE --- 85PCT
78.0% )PACE
70.6% )PACE
60.6% }PACE
46.8% )PACE • - - -MEAN
41.3% )PACE
30.3% )PACE
25.7% }PACE
18.3% )PACE
13.8% --- 15PCT
11.0%
5.5%
3.7%
0.9%
0.9%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
38
MPH
LOWER LIMIT 10 MPH PACE:
29
MPH 85th PERCENTILE SPEED:
37.4 MPH
PERCENT OVER PACE:
PERCENT
11.9
% SSI01, N SPEED:
�
33.2 MPH
IN PACE:
74.3
% QO1 g CENTILE SPEED:
28.3 MPH
PERCENT UNDER PACE:
13.8
%
9p� 9
�P�.�
LU
cn ('3 N0.2� #
Campus Park -05
� u
b
S , Tf1 AFF OQ
TATE OF
w
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
MCI DATDE-R S�RIN �S06 STREET
TIME: 4:15 PM - 5:30 PM
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW DR
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
SOUTH OF HONEYBROOK
4/10/2006
32.8 MPH
25 - 34 MPH
79.2%
30 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
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
700
1 LANE PER DIRECTION
STOP - MOUNTAIN TRAIL / MOUNTAIN MEADOW
AT MOUNTAIN TRAIL (sch)
FEW / FEW
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES
0.28
GRADUAL DOWNHILL GRADE NORTHBOUND
GRADUAL - MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES / FEW
YES
DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / FIRE STATION
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
Cedar Springs Street is a two lane roadway residential in nature. A 30 mph speed limit is posted for this roadway. The speed
survey resulted with an 85th percentile speed of 32.8 mph and a 10 mph pace range of 25 to 34 mph. The roadway features
include a double yellow centerline, designated bike lanes, gradual downhill northbound, and gradual to moderate "S" curves, .
The sight distance is limited at these curves. With that, it is recommended that the existing 30 mph be maintained.
File: Cedar Sprirgs -06
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI CEDAR SPRINGS STREET
DATE: 4/10/2006
TIME- d•15 PM _ j;-,An ou
MOUNTAIN TRAIL ST TO MOUNTAIN MEAD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
100.0%
100.0%
54
100.0%
100.0%
53
100.0%
100.0%
52
100.0%
100.0%
51
99.0%
97.9%
50
94.8%
92.7%
49
88.5% )
)PACE
85.4% )
)PACE
48
)PACE --- 85PCT
47
46
45
44
43
42
41
40
39
x
38
x
37
x
36
X
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
x
27
x
26
x
25
24
x
23
x
22
x
21
x
20
X
19x
18
x
17
x
16
x
15
x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.0%
97.9%
95.8%
94.8%
92.7%
91.7%
88.5% )
)PACE
85.4% )
)PACE
83.3% )
)PACE --- 85PCT
UPPER LIMIT 10 MPH PACE: 34 MPH
LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.8 MPH
PERCENT OVER PACE: 16.7 % MEDIAN SPEED: 28.6 MPH
PERCENT IN PACE: 79.2 % PERCENTILE SPEED: 24.6 MPH
PERCENT UNDER PACE: 9.4 % SSIONAC FN
STpc
qQ Cedar Springs -M
Np / g a
6 O Q=
STATE OF CP
w
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
CHAMPIONSHIP DRIVE WALNUT CANYON RD TO GRIMES CANYON RD
DATE: 4/12/2006 SURVEY BY: C. BUENDIA
TIME: 2:15 PM - 3:45 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
EAST OF SNEAD
DATE OF SURVEY
4/12/2006
85th PERCENTILE
45.1 MPH
10 MPH PACE
37 - 46 MPH
PERCENT IN PACE
76.5%
POSTED SPEED LIMIT
NOT POSTED
ON- STREET PARKING
25 MPH CONSTRUCTION SPEED LIMIT
HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 1
TOTAL ACCIDENTS 2
ANNUAL ACCIDENT RATE 0.33 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.39 ACCIDENTS PER MVM SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
1,350
LANE CONFIGURATION
1 LANE PER DIRECTION
TRAFFIC CONTROLS
STOP - WALNUT CANYON / COUNTRY CLUB / GRIMES CANYON
CROSSWALKS
AT COUNTRY CLUB
PEDESTRIAN/BICYCLES
FEW / FEW
TRUCK TRAFFIC
NO
ON- STREET PARKING
NO STOPPING ANYTIME
OTHER
DESIGNATED BIKE LANES
IROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET. LIGHTING
OTHER
1.74
CONSTANT GRADUAL - MODERATE UP /DOWNHILL GRADES
CONSTANT MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (many areas of)
NEW
YES / NO
NONE
DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL n / HORSE TRAILS / COUNTRY CLUBHOUSE / GOLF COURSE
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE POST
JUSTIFICATION:
Championship Drive is a two lane roadway. This area is a newly designed high -end development with many homes under
construction. The roadway has constant gradual to moderate vertical and horizontal curves. Although the speed data shows an
85th percentile speed of 45.1 mph, and with the roadway conditions, it is recommended that a 40 mph speed be established for
this area, which fails mid -way of the 10 mph pace range of 37 to 46 mph.
rif = non-fronMng File: Champior,07
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI CHAMPIONSHIP DRIVE
DATE: 4/12/2006
TIME- 9.16Z O&A _ 1 -wc ou
WALNUT CANYON RD TO GRIMES CANYON RD
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
UPPER LIMIT 10 MPH PACE: 46 MPH
LOWER LIMIT 10 MPH PACE: 37 MPH
PERCENT OVER PACE: 15.1 %
PERCENT IN PACE: 76.5 %
PERCENT UNDER PACE: 10.9 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
97.5%
95.8%
93.3%
87.4% }PACE
84.9% )PACE --- 85PCT
74.8% )PACE
67.2% )PACE
57.1% )PACE
47.9% )PACE - --MEAN
42.0% )PACE
31.1% )PACE
22.7% )PACE
17.6% )PACE
10.9% --- 15PCT
8.4%
5.0%
3.4%
2.5%
1.7%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED: 45.1 MPH
MEDIAN SPEED: 41.2 MPH
15th PERCENTILE SPEED: 36.6 MPH
�FES S I ONq� Champion-07
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CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
x
48
x
47
x
46
x
45
x
44
x
43
x
42
x
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
x
33
x
32
x
31
x
30
X
29
x
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21x
20
x
19
x
18
x
17
x
16
x
15X
UPPER LIMIT 10 MPH PACE: 46 MPH
LOWER LIMIT 10 MPH PACE: 37 MPH
PERCENT OVER PACE: 15.1 %
PERCENT IN PACE: 76.5 %
PERCENT UNDER PACE: 10.9 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
97.5%
95.8%
93.3%
87.4% }PACE
84.9% )PACE --- 85PCT
74.8% )PACE
67.2% )PACE
57.1% )PACE
47.9% )PACE - --MEAN
42.0% )PACE
31.1% )PACE
22.7% )PACE
17.6% )PACE
10.9% --- 15PCT
8.4%
5.0%
3.4%
2.5%
1.7%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED: 45.1 MPH
MEDIAN SPEED: 41.2 MPH
15th PERCENTILE SPEED: 36.6 MPH
�FES S I ONq� Champion-07
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MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
CHARLES STREET MOORPARK AVE TO HEDYLAND CT
UA I L: 8/2/2006 SURVEY BY: C. BUENDIA
TIME: 12:00 PM - 1:30 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
EAST OF BARD
8/2/2006
30.8 MPH
22 -31 MPH
79.0%
25 MPH EB
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 0
TOTAL ACCIDENTS 6
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED Oi LY)
ACC. /MILLION VEH. MILES 1 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
3,000
LANE CONFIGURATION
2 LANES PER DIRECTION
TRAFFIC CONTROLS
STOP - MOORPARK / WALNUT SPRING
CROSSWALKS
AT WALNUT / SPRING
PEDESTRIAN /BICYCLES
NO/NO
TRUCK TRAFFIC
NO
ON- STREET PARKING
YES
OTHER
NO PKNG THURS 8am -5pm (STREET SWEEPING)
"VCALL" ELECTRONIC DIGITAL SPEED READOUT EB AT MAGNOLIA
20 MIN. LOADING ZONE CUTOUT W/YELLOW CURB AT 344 CHARLES
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES) 0.65
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
COMMERCIAL VEHICLES OVER 3 TONS PROHIBITTED
ADJACENT LAND USE RESIDENTIAL (facing)
RECOMMENDED SPEED LIMIT 25 MPH
SPEED LIMIT CHANGE POST WB
JUSTIFICATION:
This section of Charles Street has two lane residential roadway. There are several 25 mph speed signs posted eastbound only. Feld
observations include that Charles Street may be an area that is a speed concern to the City as there is a WCALL", an electronic digital
speed readout newly installed eastbound at Magnolia Street. Other observations include heavy on- street parking and many driveways,
commercial vehicles over 3 tons are prohibited, and areas of limited sight distance due to slight to gradual horizontal and vertical curves.
The speed survey resulted with and 85th percentile speed of 30.8 mph and an average speed of 25.9 mph. Taking into consideration the
residential nature, roadway curvature, and a 10 mph pace range of 22 to 31 mph, it is recommended that the eAsting 25 mph remain and a
similar speed sign be posted westbound.
File: Charles -46
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
liCI CHARLES STREET
DATE: 8/212006
TIME- 12-00 PM - 1.30 PM
MOORPARK AVE TO HEDYLAND CT
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
31 MPH
22 MPH
13.8 %
79.0 %
7.2 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.3%
98.6%
94.2%
92.0%
89.9%
86.2% )PACE
79.7% )PACE - - 85PCT
76.8% }PACE
69.6% }PACE
59.4% }PACE
50.7% )PACE
42.0% }PACE • - - -MEAN
29.0% )PACE
21.7% )PACE
12.3% )PACE --- 15PCT
7.2%
4.3%
1.4%
1.4%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
MEDIAN SPEED:
FM-h-7ZMCENTILE SPEED:
STO 61
cl
N0.2043 m
AFl-
�a OF CAL��O
30.8 MPH
25.9 MPH
22.3 MPH
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
X
33
x
32
x
31
x
30
29
x
28
x
27
26
x
25
x
24
x
23
x
22
X
21
x
20
x
19
x
18X
17x
16x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
31 MPH
22 MPH
13.8 %
79.0 %
7.2 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.3%
98.6%
94.2%
92.0%
89.9%
86.2% )PACE
79.7% )PACE - - 85PCT
76.8% }PACE
69.6% }PACE
59.4% }PACE
50.7% )PACE
42.0% }PACE • - - -MEAN
29.0% )PACE
21.7% )PACE
12.3% )PACE --- 15PCT
7.2%
4.3%
1.4%
1.4%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
MEDIAN SPEED:
FM-h-7ZMCENTILE SPEED:
STO 61
cl
N0.2043 m
AFl-
�a OF CAL��O
30.8 MPH
25.9 MPH
22.3 MPH
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
CHRISTIAN BARRETT SPRING ST TO PEACH HILL RD
DATE: 4112/2006 SURVEY BY: C. BUENDIA
TIME: 4:30 PM - 5:30 PM CHECKED BY: JERRY STOCK
VAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC./MILLION VEH. MILES
=FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON -STREET PARKING
OTHER
IROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
WEST OF SOUTH HAMPTON
4/12/2006
28.2 MPH
22 -31 MPH
96.4%
25 MPH
36
0
6
0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
1,750
1 LANE PER DIRECTION
STOP - PEACH HILL / TRAIL CREST / N.CEDAR PINE / SOUTH HAMPTON / SPRING
AT PEACH HILL / TRAIL CREST (sch) / N.CEDAR PINE (sch)
YES / FEW
NO
YES (HEAVY)
0.80
NONE
CONSTANT MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES /YES
YES
DBL YELLOW CENTERLINE (Peach Hill to Trail Crest only)
ADJACENT LAND USE RESIDENTIAL / PEACH HILL ELEMENTARY SCH & PARK
RECOMMENDED SPEED LIMIT 25 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
Christian Barrett has one lane of travel in each direction. Adjacent land uses include residential and Peach Hill Elementary
School. The speed data shows an 85th percentile speed of 28.2 mph, and a 10 mph pace range of 22 to 31 mph. Field
observations are heavy on- street parking, heavy residential driveway access and constant gradual to moderate horizontal
curves creating areas of limited sight distance. With these eAsting conditions and an effort to maintain the residential nature of
the area, it is recommended that the eAsting 25 mph speed limit be maintained.
File: Christina Barrett -08
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI CHRISTIAN BARRETT
DATE: 4/12/2006
TIKAP- A -2n ORA r.en nu
SPRING ST TO PEACH HILL RD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
31 MPH
22 MPH
1.2 %
96.4 %
2.4 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
00.0%
00.0%
00.0%
00.0%
00.0%
00.0%
00.0%
00.0%
00.0%
98.8% }PACE
96.4% )PACE
92.8% }PACE
83.1% }PACE --- 85PCT
66.3% )PACE
51.8% )PACE
41.0% )PACE --- MEAN
25.3% }PACE
18.1% )PACE
8.4% }PACE --- 15PCT
2.4%
2.4%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
MEDIAN SPEED:
15th PERCENTILE SPEED:
SSMNAZ F
tQ�Od STO�,��m
No
vo
TR
. Q
\TAT OF
28.2 MPH
25.8 MPH
22.7 MPH
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
x
29
x
28
x
27
x
26
x
25
x
24
x
23
22
x
21
x
20
x
19x
18x
17x
16x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
31 MPH
22 MPH
1.2 %
96.4 %
2.4 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
00.0%
00.0%
00.0%
00.0%
00.0%
00.0%
00.0%
00.0%
00.0%
98.8% }PACE
96.4% )PACE
92.8% }PACE
83.1% }PACE --- 85PCT
66.3% )PACE
51.8% )PACE
41.0% )PACE --- MEAN
25.3% }PACE
18.1% )PACE
8.4% }PACE --- 15PCT
2.4%
2.4%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
MEDIAN SPEED:
15th PERCENTILE SPEED:
SSMNAZ F
tQ�Od STO�,��m
No
vo
TR
. Q
\TAT OF
28.2 MPH
25.8 MPH
22.7 MPH
w
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI COLUNS DRIVE UNIVERSITY DR (E) TO CAMPUS PARK DR
DATE: 4/19/2006 SURVEY BY: C. BUENDIA
TIME: 2:15 PM - 3:30 PM CHECKED BY: JERRY STOCK
VAILING SPEED DATA
LOCATION OF SURVEY
SOUTH OF SHAKESPEAR PL
DATE OF SURVEY
4/19/2006
85th PERCENTILE
42.2 MPH
10 MPH PACE
32 - 41 MPH
PERCENT IN PACE
77.4%
POSTED SPEED LIMIT
35 MPH / 25 MPH
"ELECTRONIC DIGITAL RADAR SPEED INDICATOR (SB)
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 5
TOTAL ACCIDENTS 20
ANNUAL ACCIDENT RATE 1.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.63 ACCIDENTS PER MVM SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
10,700
1 LANE (SB) / 2 LANES (NB)
SIGNAL - CAMPUS PARK / 118 WB OFF RAMP
AT CAMPUS PARK
YES /YES
FEW
NO STOPPING ANYTIME
DESIGNATED BIKE LANES
SMALL SECTION IS 2 LANES BTWN BENWOOD TO CAMPUS (SB)
"SPEED CHECKED BY RADAR" SIGNS POSTED
0.68
SLIGHT UPHILL (NB)
MODERATE "S "CURVES
LIMITED SIGHT DISTANCE
GOOD
YES / FEW
YES
PAINTED MEDIAN ISLAND
BUS PULL -OUT (SB)
(many areas of)
ADJACENT LAND USE RESIDENTIAL non- frontin / MOORPARK COLLEGE / PARK / GRASS BELTWAY NB
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO
This portion of Collins Drive has one travel lane southbound and two lanes northbound. Field observations include "No
Stopping Anytime" along entire roadway, designated bike lanes, and bus stops. There are many areas of limited sight distance
due to the roadway curvature with slight uphill grades northbound and moderate "S" curves. The City is concerned with speed
traveling on this roadway as a electronic digital speed readout exists southbound. The speed survey resulted with an 85th
percentile speed of 42.2, an average speed of 37.5, and a 10 mph pace range of 32 to 41 mph. Taking into consideration the
roadway conditions, it is recommended that the existing 35 mph posting be maintained rather than a 40 mph limit that the 85th
v viws n ar opeea inatcawr Insukwa soutnixxi0 File: coNin"q
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
AffC'I COLLINS DRIVE
DATE: 4/19/2006
TIMP- 7.1x; PM _ 3•Qn DRA
UNIVERSITY DR (E) TO CAMPUS PARK DR
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
41 MPH
32 MPH
19.0 %
77.4 %
3.6 %
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
100.0%
100.0%
59
100.0%
100.0%
58
100.0%
100.0%
57
100.0%
99.4%
56
96.4%
93.5%
55
83.9% -
--- 85PCT
54
53
52
51
0
49
48
47
46
45
x
44
x
43
x
42
x
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
33
x
32
x
31
x
30
x
29
x
28
x
27
X
26
X
25
x
24
x
23
x
22
X
21X
20
x
19x
18X
17x
16
x
151X
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
41 MPH
32 MPH
19.0 %
77.4 %
3.6 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.4%
98.8%
96.4%
93.5%
91.1%
83.9% -
--- 85PCT
85th PERCENTILE SPEED: 42.2
37.5
PEED: 33.2
MPH
MPH
MPH
Collim,09
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
MCI DATE: !NS D19 /2 SURVEY BY:RK C BOUENRDIAYO DR
TIME: 1:00 PM - 2:00 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SOUTH OF CAMPUS PARK
4/19/2006
37.4 MPH
30 - 39 MPH
93.3%
35 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 3
TOTAL ACCIDENTS 13
ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.90 ACCIDENTS PER MVM SPEED RELATED ONLY)
=FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
12,150
2 LANES PER DIRECTION
SIGNAL - CAMPUS PARK / 118 WB OFF+ ON RAMPS / STOP - ARROYO
AT CAMPUS PARK
NO /NO
FEW
NO STOPPING ANYTIME
0.25
NONE
NONE
GOOD
GOOD
YES / NO
YES
PAINTED MEDIAN ISLAND
ADJACENT LAND USE 118 FWY / ON & OFF RAMPS
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 35 mph is 2.4 mph below the 85th percentile speed.
File: coffins -10
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI COLLINS DRIVE
DATE: 4/19/2006
TIME• 1 •nn DIU _ ) nn au
CAMPUS PARK DR TO ARROYO DR
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
39 MPH
30 MPH
3.6 %
93.3 %
3.1 %
�Q 15t6lpi
Op9
STATE OE,/
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
100.0 °k
100.0%
54
100.0%
100.0%
53
100.0%
100.0%
52
100.0%
100.0%
51
99.0%
96.4%
IPACE
50
}PACE
81.9%
)PACE --- 85PCT
74.1%
)PACE
49
)PACE
50.8%
)PACE
37.8%
)PACE • - - -MEAN
48
)PACE
16.6%
)PACE
9.8%
}PACE --- 15PCT
47
1.0%
0.0%
46
0.0%
0.0%
45
0.0%
0.0%
44
0.0%
0.0%
xi
43
0.0%
0.0%
42
41
40
39
x
38
x
37
x
36
x
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
X
27
X
26
X
25
X
24
X
23
x
22
X
21X
20
X
19
X
18x
17X
16x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
39 MPH
30 MPH
3.6 %
93.3 %
3.1 %
�Q 15t6lpi
Op9
STATE OE,/
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0 °k
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5%
99.0%
96.4%
IPACE
90.7%
}PACE
81.9%
)PACE --- 85PCT
74.1%
)PACE
63.7%
)PACE
50.8%
)PACE
37.8%
)PACE • - - -MEAN
26.9%
)PACE
16.6%
)PACE
9.8%
}PACE --- 15PCT
3.1%
1.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
LE SPEED: 37.4 MPH
33.9 MPH
LE SPEED: 30.8 MPH
Collins -10
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
COMMERCE DRIVE POINDEXTER AVE TO GABBERT AVP
UA I L: 4/11/2006 SURVEY BY: C. BUENDIA
TIME: 7:30 AM - 8:30 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SOUTH OF POINDEXTER
4/11/2006
31.7 MPH
24 - 33 MPH
81.2%
30 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
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
1,150
1 LANE PER DIRECTION
STOP - POINDEXTER / GABBERT
NONE
FEW / NO
YES
YES
NO PARKING 10PM -5AM (SB)
0.36
NONE
GRADUAL "L" SHAPE BEND
GOOD
GOOD
NO / MANY
YES
ADJACENT LAND USE INDUSTRIAL / BUSINESS / MOORPARK UNIFED SCH DISTRICT
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 30 mph is 1.7 mph below the 85th percentile speed.
commerc. -11
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI COMMERCE DRIVE POINDEXTER AVE TO GABBERT AVE
DATE: 4/11/2006 SURVEY BY: C. BUENDIA
TIME: 7:30 AM - 8:30 AM CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
33 MPH
24 MPH
5.9 % ��SS10 N
81.2 %
12.9 %
w w rAP
Sr4TE QF%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.0%
97.0%
94.1% }PACE
88.1% }PACE
78.2% )PACE - - - -85PCT
72.3% )PACE
60.4% )PACE
53.5% )PACE
42.6% )PACE - - - -MEAN
33.7% ?PACE
26.7% }PACE
17.8% )PACE
12.9% - - - -15PCT
8.9%
4.0%
4.0%
1.0%
1.0%
0.0%
0.0%
0.0%
RCENTILE SPEED: 31.7
I SPEED: 27.7
MPH
MPH
MPH
Commerce -11
CUMMULATNE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
x
33
x
32
x
31
30
x
29
x
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21
x
20
X
19x
18
x
17
x
16x
15
x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
33 MPH
24 MPH
5.9 % ��SS10 N
81.2 %
12.9 %
w w rAP
Sr4TE QF%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.0%
97.0%
94.1% }PACE
88.1% }PACE
78.2% )PACE - - - -85PCT
72.3% )PACE
60.4% )PACE
53.5% )PACE
42.6% )PACE - - - -MEAN
33.7% ?PACE
26.7% }PACE
17.8% )PACE
12.9% - - - -15PCT
8.9%
4.0%
4.0%
1.0%
1.0%
0.0%
0.0%
0.0%
RCENTILE SPEED: 31.7
I SPEED: 27.7
MPH
MPH
MPH
Commerce -11
w
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI CONDOR DRIVE PRINCETON AVE (N) TO PRINCETON AVE (S)
DATE: 4/18/2006 SURVEY BY: C. BUENDIA
TIME: 7:30 -8:15 AM - 3:30 -4:00 PM CHECKED BY: JERRY STOCK
/AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
ACCIDENT HISTORY
EAST OF PRINCETON (N)
4/18/2006
32.5 MPH
25 - 34 MPH
83.1%
30 MPH / 25 MPH*
NO. OF MONTHS OBSERVED 36
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)
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
BROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
550
1 LANE PER DIRECTION
SIGNAL - PRINCETON (N) / STOP - PRINCETON (S)
AT PRINCETON (N)
YES /NO
YES /NO
NO STOPPING ANYTIME
0.51
NONE
SWEEPING "U" SHAPE CURVE
LIMITED SIGHT DISTANCE
GOOD
NO / YES
YES
ADJACENT LAND USE INDUSTRIAL / BUSINESS
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 30 mph is 2.5 mph below the 85th percentile speed.
-25 mph When Children Present File: Condor -12
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI CONDOR DRIVE
DATE: 4/18/2006
TIME- 7.3lLf2.14, AIU _4.2n_A -nn ou
PRINCETON AVE (N) TO PRINCETON AVE U
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.3%
97.2%
95.1%
93.0% }PACE
88.7% )PACE
81.7% )PACE - - - -85PCT
74.6% )PACE
64.8% )PACE
53.5% )PACE
44.4% )PACE - - - -MEAN
34.5% )PACE
23.9% )PACE
17.6% )PACE
9.9% - - - -15PCT
6.3%
4.9%
2.1°%
2.1%
0.7%
0.7%
0.0°%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE: 34 MPH
LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.5 MPH
PERCENT OVER PACE: 7.0 % MEDIAN SPEED: 28.6 MPH
PERCENT IN PACE: 83.1 % SOON ERCENTILE SPEED: `24.7 MPH
PERCENT UNDER PACE: 9.9 % �F�S S FN
TOC,�
Condor-12
w uii
6.) Q
yd� Q 1a `G Q�
STATE OF �P�"
CUMMUI ATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
x
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
x
27
x
26
X
25
x
24
X
23
x
22
x
21
. x
20
x
19
X
18X
17x
16
X
15x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.3%
97.2%
95.1%
93.0% }PACE
88.7% )PACE
81.7% )PACE - - - -85PCT
74.6% )PACE
64.8% )PACE
53.5% )PACE
44.4% )PACE - - - -MEAN
34.5% )PACE
23.9% )PACE
17.6% )PACE
9.9% - - - -15PCT
6.3%
4.9%
2.1°%
2.1%
0.7%
0.7%
0.0°%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE: 34 MPH
LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.5 MPH
PERCENT OVER PACE: 7.0 % MEDIAN SPEED: 28.6 MPH
PERCENT IN PACE: 83.1 % SOON ERCENTILE SPEED: `24.7 MPH
PERCENT UNDER PACE: 9.9 % �F�S S FN
TOC,�
Condor-12
w uii
6.) Q
yd� Q 1a `G Q�
STATE OF �P�"
w
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
COUNTRY HILL DRIVE COUNTRYWOOD DR TO MOUNTAIN TRAIL ST
DATE: 4/11/2006 SURVEY BY: C. BUENDIA
TIME: 4:15 PM - 5:30 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
EAST OF SAGEWOOD
DATE OF SURVEY
4/11/2006
85th PERCENTILE
31.6 MPH
10 MPH PACE
25 - 34 MPH
PERCENT IN PACE
93.2%
POSTED SPEED LIMIT
30 MPH / 25"
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)
=FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
1,250
1 LANE PER DIRECTION
STOP - MOUNTAIN TRAIL / COUNTRYWOOD
AT MOUNTAIN TRAIL
YES / YES
NO
NO STOPPING ANYTIME
0.28
SLIGHT UP /DOWNHILL GRADES
SLIGHT - GRADUAL "S" CURVES
GOOD
GOOD
YES /NO
YES
DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / ARROYO WEST ELEMENTARY SCHOOL
RECOMMENDED SPEED LIMIT 3' 0 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 30 mph is 1.6 mph below the 85th percentile speed.
,do mpn wnen unuaren Present, School Zone File: CounUyhill -13
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI COUNTRY HILL DRIVE
DATE: 4/11/2006
TIME- 4.15 PM - 5.30 PM
COUNTRYWOOD DR TO MOUNTAIN TRAIL ST
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
25
100.0%
5th PERCENTILE SPEED: 31.6 MPH
100.0%
3.9
59
Sg�ONAI N SPEED: 28.3 MPH
100.0%
93.2
100.0%
��� STp CENTILE SPEED: MPH
58
2.9
100.0%
100.0%
57
Countryhill -13
100.0%
100.0%
r ��((• Q �jj ?
56
100.0%
100.0%
55
TR
100.0%
100.0%
STATE OF G4
54
100.0%
100.0%
53
99.0%
98.1%
52
}PACE
90.3%
}PACE
88.3%
}PACE
51
)PACE - - - -85PCT
76.7%
)PACE
61.2%
}PACE
50
)PACE - - - -MEAN
29.1%
)PACE
20.4%
)PACE
49
)PACE - - - -15PCT
2.9%
1.0%
48
0.0%
0.0%
47
0.0%
0.0%
46
0.0%
45
44
43
42
41
40
39
38
37
36
35
34
x
33
x
32
x
31
x
30
X
29
x
28
X
27
X
26
X
25
x
24
X
23
x
22
x
21x
20
X
19
X
18
x
17x
16
x
15
X
100.0%
34
100.0%
100.0%
25
100.0%
5th PERCENTILE SPEED: 31.6 MPH
100.0%
3.9
100.0%
Sg�ONAI N SPEED: 28.3 MPH
100.0%
93.2
100.0%
��� STp CENTILE SPEED: MPH
100.0%
2.9
100.0%
100.0%
100.0%
Countryhill -13
100.0%
100.0%
r ��((• Q �jj ?
100.0%
100.0%
100.0%
100.0%
TR
100.0%
100.0%
STATE OF G4
100.0%
100.0%
100.0%
100.0%
99.0%
98.1%
96.1%
}PACE
90.3%
}PACE
88.3%
}PACE
80.6%
)PACE - - - -85PCT
76.7%
)PACE
61.2%
}PACE
45.6%
)PACE - - - -MEAN
29.1%
)PACE
20.4%
)PACE
10.7%
)PACE - - - -15PCT
2.9%
1.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
34
MPH
LOWER LIMIT 10 MPH PACE:
25
MPH
5th PERCENTILE SPEED: 31.6 MPH
PERCENT OVER PACE:
3.9
%
Sg�ONAI N SPEED: 28.3 MPH
PERCENT IN PACE:
93.2
%
��� STp CENTILE SPEED: MPH
PERCENT UNDER PACE:
2.9
%
Countryhill -13
r ��((• Q �jj ?
TR
STATE OF G4
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
COUNTRYWOOD DRIVE
TIERRA REJADA RD TO WOODHILL DR
DATE: 4111/2006 SURVEY BY: C. BUENDIA
TIME: 3:15 PM - 4:00 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
NOTH OF TIMBERDALE
4/11/2006
38.1 MPH
31 - 40 MPH
82.6%
35 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 2
TOTAL ACCIDENTS 5
ANNUAL ACCIDENT RATE 0.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 2.44 ACCIDENTS PER MVM SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
IROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
1,150
1 LANE PER DIRECTION
SIGNAL - TIERRA REJADA / STOP - COUNTRYHILL
AT TIERRA REJADA (sch)
YES / YES (heavy peds in pm)
NO
NO STOPPING ANYTIME
DESIGNATED / PAINTED BIKE LANES / BUS STOP PULL -OUTS
0.65
SLIGHT UP /DOWNHILL GRADES
GRADUAL - MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES /NO
YES
DOUBLE YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting)
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO
TION:
Countrywood Drive is a two lane residential roadway. It is posted at 35 mph. The speed data revealed an 85th percentile
speed of 38.1 mph and a 10 mph pace range of 31 to 40 mph. Field observations include "No Stopping Anytime" along both
sides of roadway, designated bike lanes, bus stops, and gradual to moderate vertical - horizontal curves. With the roadway
conditions, specifically areas of limited sight distance and heavy pedestrian activity, it is recommended that the existing 35 mph
limit be maintained.
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI COUNTRYWOOD DRIVE
DATE: 4/11/2006
TIME• 1.1F PM _ e•nn D \A
TIERRA REJADA RD TO WOODHILL DR
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
40 MPH
31 MPH
6.6 %
82.6 %
10.8 %
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
100.0%
100.0%
54
100.0%
100.0%
53
100.0%
100.0%
52
100.0%
98.8%
51
93.4%
)PACE
89.2%
)PACE
50
)PACE - - - -85PCT
76.0%
)PACE
66.5%
}PACE
49
)PACE
45.5%
}PACE - - - -MEAN
34.7%
}PACE
48
)PACE
19.8%
)PACE
10.8%
- - - -15PCT
47
3.0%
1.8%
46
0.0%
0.0%
45
0.0%
0.0%
44
0.0%
0.0%
43
0.0%
0.0%
42
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
x
33
x
32
x
31
30
x
29
x
28
X
27
X
26
x
25
x
24
X
23
x
22
x
21
x
20
x
19x
18
x
17x
16x
ix
15
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
40 MPH
31 MPH
6.6 %
82.6 %
10.8 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.8%
97.6%
93.4%
)PACE
89.2%
)PACE
84.4%
)PACE - - - -85PCT
76.0%
)PACE
66.5%
}PACE
56.9%
)PACE
45.5%
}PACE - - - -MEAN
34.7%
}PACE
28.1%
)PACE
19.8%
)PACE
10.8%
- - - -15PCT
7.8%
3.0%
1.8%
0.6%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0 °k
0.0%
0.0%
th PERCENTILE SPEED: 38.1 MPH
pFESS SPEED: 34.4 MPH
QQ. 0 ENTILE SPEED: 30.5 MPH
ri ? Q^ * Counbywood -14
! 1jp d / Q
TRA�� �pQ�
ATE OF CPS
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
GABBERT ROAD
ELWIN ST TO POINDEXTER RD
DATE: 4/19/2006 SURVEY BY: NEWPORT TRAFFIC STUDIES
TIME: 12:00 PM - 1:00 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC. /MILLION VEH. MILES
" FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
SOUTH OF ELWIN
4/19/2006
34.2 MPH
27 - 36 MPH
76.9%
NOT POSTED
36
0
3
0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
650
1 LANE PER DIRECTION
STOP- POINDEXTER
NONE
NO /NO
NO
NO STOPPING ANYTIME
0.39
SLIGHT UPHILL GRADE NB
MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (entire)
GOOD
NO /NO
NO
VERY NARROW DIRT SHOULDERS / NARROW WINDY ROAD
ADJACENT LAND USE RANCHES / OPEN
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE POST
JUSTIFICATION:
This portion of Gabbert Road is a two lane rural roadway. Currently, a speed limit is not posted. The speed data revealed an
85th percentile speed of 34.2 mph and a 10 mph pace range of 27 to 36 mph. Field observations include a very narrow winding
roadway with narrow dirt shoulders, "No Stopping Anytime" along both sides of roadway, ranches, and open undeveloped
areas. With the roadway conditions, it is recommended that a 30 mph speed limit be posted for this area.
File: Gabbed-15
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
ilCI GABBERT ROAD
DATE: 4/19/2006
TIME- 12.00 PM - 1-O0 PM
ELWIN ST TO POINDEXTER RD
SURVEY BY: NEWPORT TRAFFIC STUDIES
CHECKED BY: JERRY STOCK
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
97.4%
94.9%
94.9% }PACE
87.2% }PACE
84.6% }PACE - - - -85PCT
71.8% )PACE
69.2% )PACE
66.7% )PACE
51.3% )PACE
43.6% )PACE - - - -MEAN
28.2% )PACE
20.5% )PACE
17.9%
12.8% - - - -15PCT
12.8%
12.8%
12.8%
7.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
27
MPH
85th PERCENTILE SPEED: 34.2 MPH
PERCENT OVER PACE:
5.1
59
IAN SPEED: 29.8 MPH
PERCENT IN PACE:
76.9
%
gS10 CENTILE SPEED: 25.4 MPH
58
17.9
%
J. S TpC�C�'��
57
�QO
W W Gabbert-15
ZpA9
56
i c7 NO U�
55
TR AFF OQ
54
ST4 TE OF cP��F
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
x
37
x
36
x
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21
x
20
x
19x
18x
17x
16
x
15
x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
97.4%
94.9%
94.9% }PACE
87.2% }PACE
84.6% }PACE - - - -85PCT
71.8% )PACE
69.2% )PACE
66.7% )PACE
51.3% )PACE
43.6% )PACE - - - -MEAN
28.2% )PACE
20.5% )PACE
17.9%
12.8% - - - -15PCT
12.8%
12.8%
12.8%
7.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
36
MPH
LOWER LIMIT 10 MPH PACE:
27
MPH
85th PERCENTILE SPEED: 34.2 MPH
PERCENT OVER PACE:
5.1
%
IAN SPEED: 29.8 MPH
PERCENT IN PACE:
76.9
%
gS10 CENTILE SPEED: 25.4 MPH
PERCENT UNDER PACE:
17.9
%
J. S TpC�C�'��
�QO
W W Gabbert-15
ZpA9
i c7 NO U�
TR AFF OQ
ST4 TE OF cP��F
CITY
MOORPARK
LOCATION
GABBERT
DIRECTION
TOTAL
DATE
04 -19 -06
DAY OF WEEK
Wednesday
TIME OF DAY
12:OOPM -
POSTED SPEED
LIMIT
NONE
NUMBER OF LANES
2
DEVELOPMENT
WEATHER
CLEAR
ROAD CONDITION
PAVED
95% CONFIDENCE GAP
28.07 TO
PERFORMED BY
:D LANGMADE
SPEED NUM
PCT
ACC %
60 0
0.000
100.000
59 0
0.000
100.000
58 0
0.000
100.000
57 0
0.000
100.000
56 0
0.000
100.000
55 0
0.000
100.000
54 0
0.000''
100.000
53 0
0.000
100.000
52 0
0.000
100.000
51 0
0.000
100.000
50 0
0.000
100.000
49 0
0.000
100.000
48 0
0.000
100.000
47 0
0.000
100.000
46 0
0.000
100.000
45 0
0.000
100.000
44 0
0.000
100.000
43 0
0.000
100.000
42 0
0.000
100.000
41 0
0.000
100.000
40 0
0.000
100.000
39 1
2.564
100.000
38 1
2.564
97.436
37 0
0.000
94.872
36 3
7.692
94.872
35 1
2.564
87.179
34 5
12.821
84.615
33 1
2.564
71.795
32 1
2.564
69.231
31 6
15.385
66.667
30 3
7.692
51.282
29 6
15.385
43.590
28 3
7.692
28.205
27 1
2.564
20.513
26 2
5.128
17.949
25 0
0.000
12.821
24 0
0.000
12.821
23 0
0.000
12.821
22 2
5.128
12.821
21 3
7.692
7.692
39 VEHICLES OBSERVED
RADAR SURVEY STATISTICS
W/O ELWIN
15th PERCENTILE SPEED
50th PERCENTILE SPEED
85th PERCENTILE SPEED
01:OOPM 95th PERCENTILE SPEED
RANGE OF SPEEDS
10 MPH PACE SPEEDS
PERCENT IN PACE
CALCULATED MEAN
STANDARD DEVIATION
32.18 SKEWNESS INDEX
20 30 40
100$1
1
95$1
90$1
85$)
80 %1
1
75$1
1
70$1
1
65$1
1
60$1
1
55$1
1
50$1
1
45$1
25.43
29.83
34.15
37.05
21 TO 39
27 TO 36
76.92
30.13
6.72
0.20
50 60
40$1
35$1 1
1
30$1 1
1
25$1
1
20$1 1
I 1
15$1 1
10$1
1
I. 1
1 � I
1100%
95%
90%
85%
80%
75%
70%
65%
60%
55%
50%
45%
40%
35%
30%
25%
20%
15%
10%
5%
Prepared by Newport Traffic Studies
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI GABBERT ROAD POINDEXTER RD TO LOS ANGELES AYE
DATE: 4/18/2006 SURVEY BY: C. BUENDIA
TIME: 10:30 AM - 11:30 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
NORTH OF COMMERCE
4/18/2006
42.5 MPH
34 - 43 MPH
77.7%
40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 1
TOTAL ACCIDENTS 3
ANNUAL ACCIDENT RATE 0.33 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.63 ACCIDENTS PER MVM SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
4,700
1 LANE PER DIRECTION
SIGNAL - LOS ANGELES / STOP - POINDEXTER
AT LOS ANGELES
FEW / YES
YES
NO STOPPING ANYTIME
DESIGNATED /PAINTED BIKE LANES
AREAS OF NO PARKING ANTYIME (near Los Angel
0.31
NONE
NONE
GOOD
GOOD
YES / FEW (NB) - NO / FEW (SB)
YES
TWO- WAY RPM MEDIAN
ADJACENT LAND USE INDUSTRIAL / BUSINESS
RECOMMENDED SPEED LIMIT 1 40 MPH
SPEED LIMIT CHANGE I NO
JUSTIFICATION:
The recommended speed of 40 mph is 2.5 mph below the 85th percentile speed.
File: Gabbert 1 B
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI GABBERT ROAD
DATE: 4/18/2006
TIMP 1n• ,an oM _ ��•�n e��
POINDEXTER RD TO LOS ANGELES AVE
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
43
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
10.8
%
77.7
59
�cLSS10
11.5
%
58
Q.
2
57
561
x
55
54
53
52
51
50
49
48
47
46
x
45
x
44
x
43
x
42
41
x
40
x
39
x
38
x
37
x
36
X
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
X
27
X
26
x
25
x
24
x
23
x
22
x
21x
20
x
19
X
18
x
17
X
16
x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
43
MPH
34
MPH
10.8
%
77.7
%
�cLSS10
11.5
%
Q.
2
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
99.2%
97.7%
96.2%
91.5%
89.2% }PACE
80.0% }PACE - - - -85PCT
74.6% )PACE
66.2% )PEACE
50.8% }PACE
44.6% )PACE - - - -MEAN
33.8% )PACE
26.9% }PACE
21.5% }PACE
15.4% )PACE
11.5% - - - -15PCT
6.9%
3.8%
2.3%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0 °k
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED: 42.5
Err-MAN SPEED: -,38.9
00
� Oq9
C'3 NO 2
qTE OF
:NTILE SPEED: 33.9
�J, -
MPH
MPH
MPH
Gabbert-18
w
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HEARON DRIVE BORGES DR TO COLLINS DR
DATE: 4/17/2006 SURVEY BY: C. BUENDIA
TIME: 9:45 AM - 11:00 AM CHECKED BY: JERRY STOCK
NAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SOUTH OF RAINS
4/17/2006
34.3 MPH
25 - 34 MPH
75.6%
30 MPH 125 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)
mFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
1,750
1 LANE PER DIRECTION
STOP - BORGES /COLLINS
AT MONROE (sch)
MANY /YES
NO
PERMITED, NONE OBSERVED
BIKE ROUTE /AREAS OF RED CURB
HEAVY PEDS NEAR COLLINS
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
0.48
VERTICAL CURVE
GRADUAL GRADUAL - MODERATE 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
DOUBLE YELLOW CENTERLINE / DROP -OFF CUTOUT (front of sch)
NO PARKING TUES 2-4 pm STREET SWEEPING
ADJACENT LAND USE RESIDENTIAL non -frond / CAMPUS CANYON ELEMENTARY SCH & PARK
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE N' O
JUSTIFICATION:
Hearon Drive is a two lane roadway. The adjacent land used include residential (non - fronting) and Campus Canyon
Elementary School & Park. It is posted at 30 mph. The speed data revealed an 85th percentile speed of 34.3 mph and a 10
mph pace range of 25 to 34 mph. Field observations include heavy pedestrian traffic school and park area, designated bike
route, and gradual to moderate vertical- horizontal curves. With the roadway conditions, it is recommended that the existing 30
mph limit be maintained.
ca mpn wren urmaren Mesent, School Zone File: Hearon -17
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI HEARON DRIVE
DATE: 4/17/2006
TIMF• 9•d- AM _ 11•M AM
BORGES DR TO COLLINS DR
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0 °k
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.9%
98.9%
98.9%
96.7%
94.4%
92.2%
91.1%
86.7%
84.4% )PACE - - - -85PCT
81.1% }PACE
71.1% }PACE
63.3% ?PACE
56.7% }PACE
42.2% )PACE - - - -MEAN
34.4% }PACE
23.3% )PACE
18.9% }PACE
12.2% }PACE - - - -15PCT
8.9%
6.7%
3.3%
2.2%
1.1%
0.0%
0.0%
0.0%
0.0%
0.0%
34 MPH
25 MPH OFESSl C ENTILE SPEED: 34.3 MPH
15.6 % QQ �p ED: 29.5 MPH
75.6 % A QP 15th TILE SPEED: 25.4 MPH
8.9 % �" 1" 9
?'
cn
g
.d �l Q AEG OQ2 Hearort-1 7
� sTATF OF
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
x
38
x
37
x
36
X
35
x
34
x
33
x
32
x
31
x
30
X
29
x
28
x
27
x
26
25
x
24
x
23
x
22
X
21
X
20
X
19
x
18x
17X
16X
151X
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0 °k
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.9%
98.9%
98.9%
96.7%
94.4%
92.2%
91.1%
86.7%
84.4% )PACE - - - -85PCT
81.1% }PACE
71.1% }PACE
63.3% ?PACE
56.7% }PACE
42.2% )PACE - - - -MEAN
34.4% }PACE
23.3% )PACE
18.9% }PACE
12.2% }PACE - - - -15PCT
8.9%
6.7%
3.3%
2.2%
1.1%
0.0%
0.0%
0.0%
0.0%
0.0%
34 MPH
25 MPH OFESSl C ENTILE SPEED: 34.3 MPH
15.6 % QQ �p ED: 29.5 MPH
75.6 % A QP 15th TILE SPEED: 25.4 MPH
8.9 % �" 1" 9
?'
cn
g
.d �l Q AEG OQ2 Hearort-1 7
� sTATF OF
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI
HIGH DATE: STREET 17 2006 SURVEY BY: MOO UENDIA VE
TIME: 1:45 PM - 2:15 PM CHECKED BY: JERRY STOCK
✓AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
EAST OF WALNUT
4/17/2006
32.1 MPH
24 - 33 MPH
85.0%
30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 14
TOTAL ACCIDENTS 37
ANNUAL ACCIDENT RATE 4.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 2.44 ACCIDENTS PER MVM SPEED RELATED ONLY)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL. CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKSIDRIVEWAYS
STREET LIGHTING
OTHER
12,500
1 LANE PER DIRECTION
SIGNAL - SPRING / MOORPARK
AT SPRING / MOORPARK
YES / YES
NO
YES
DESIGNATED /PAINTED BIKE LANES /AREAS OF RED CURB
2 HOUR PARKING 6am -6pm
COMMERCIAL VEHICLES OVER 3 TONS PROHIBITTED / BUS STOPS
0.42
NONE
NONE
GOOD
GOOD
YES /FEW
YES
DOUBLE YELLOW CENTERLINE
ADJACENT LAND USE DOWNTOWN SHOPS / RESTUARANTS / FIRE STATION / BUSINESS
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended speed of 30 mph is 2.1 mph below the 85th percentile speed.
File: High-18
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI HIGH STREET
DATE: 4/17/2006
TIMF• 1 •d5 PKA _ '2-1r, ORA
SPRING ST TO MOORPARK AVE
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.3%
98.7%
96.1%
94.1%
90.8% )PACE
84.3% )PACE - - - -85PCT
77.8% )PACE
70.6% )PACE
60.1% )PACE
50.3% )PACE
36.6% )PACE - - - -MEAN
29.4% }PACE
23.5% )PACE
11.8% }PACE - - - -15PCT
5.9%
2.0%
1.3%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
cum MULATIVE PER ENT
SPEED
20 40 60 80 100
60
24
59
th PERCENTILE SPEED: 32.1 MPH
58
9.2
57
SStip SPEED: 28.0 MPH
56
85.0
55
QpF� ENTILE SPEED: :3 MPH
PERCENT UNDER PACE:
5.9
%
54
53
u i W 20 9 4c
� 0 r10• i0 High -18
9°
�G QZ
52
51
STAGE OF GP
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21x
20
x
19x
18x
17
x
16
x
15x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.3%
98.7%
96.1%
94.1%
90.8% )PACE
84.3% )PACE - - - -85PCT
77.8% )PACE
70.6% )PACE
60.1% )PACE
50.3% )PACE
36.6% )PACE - - - -MEAN
29.4% }PACE
23.5% )PACE
11.8% }PACE - - - -15PCT
5.9%
2.0%
1.3%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
33
MPH
LOWER LIMIT 10 MPH PACE:
24
MPH
th PERCENTILE SPEED: 32.1 MPH
PERCENT OVER PACE:
9.2
%
SStip SPEED: 28.0 MPH
PERCENT IN PACE:
85.0
%
QpF� ENTILE SPEED: :3 MPH
PERCENT UNDER PACE:
5.9
%
u i W 20 9 4c
� 0 r10• i0 High -18
9°
�G QZ
STAGE OF GP
n
M■MEN
M■M■M
NOME
11CI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
MILLER PARKWAY LOS ANGELES AVE TO PEACH HILL RD
UA I E: 4/18/2006
TIME: 12:00 PM -
✓AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SURVEY BY: C. BUENDIA
1:15 PM CHECKED BY: JERRY STOCK
NORTH OF OLIVE
4/18/2006
41.1 MPH
32 - 41 MPH
73.4%
40 MPH / 25 MPH*
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 2
TOTAL ACCIDENTS 8
ANNUAL ACCIDENT RATE 0.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC-/MILLION VEH. MILES 0.47 ACCIDENTS PER MVM SPEED RELATED ONLY)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
5,300
1 LANE / 2 LANES (Patriot to Los Angeles)
SIGNAL - LOS ANGELES / PEACH HILL / PATRIOT
AT LOS ANGELES / PEACH HILL (sch) / PATRIOT
YES / YES
NO
NO STOPPING ANYTIME
DESIGNATED /PAINTED BIKE LANES
BUS STOP CUT OUTS
0.74
GRADUAL TO MODERATE UP /DOWNHILL GRADES
GRADUAL TO MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES /NO
YES
RAISED MEDIAN ISLAND
NARROW ROADWAY W /NO U -TURN
ADJACENT LAND USE RESIDENTIAL n / MESA VERDE MID SCH / MILLER PARK / COMMERCIAL
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended speed of 40 mph is 1.1 mph below the 85th percentile speed.
_.....�... .... ,.,�....�Mro File:
Miller -19
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI MILLER PARKWAY
DATE: 4/18/2006
TIME- 19-nn Pu _ i•ir% PRA
LOS ANGELES AVE TO PEACH HILL RD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
100.0%
100.0%
59
100.0%
100.0%
58
100.0%
100.0%
57
100.0%
100.0%
56
97.7%
96.6%
55
89.3%
84.7%
}PACE - - - -85PCT
54
)PACE
70.1%
}PACE
65.0%
}PACE
53
}PACE
45.2%
}PACE - - - -MEAN
37.3%
)PACE
52
)PACE
23.7%
)PACE
17.5%
)PACE
51
- - - -15PCT
7.3%
5.1%
50
2.8%
1.7%
49
0.0%
0.0%
48
0.0%
0.0%
47
0.0%
0.0%
46
0.0%
45
x
44
x
43
x
42
x
41
x
40
39
x
38
x
37
x
36
x
35
x
34
X
33
x
32
x
31
x
30
x
29
x
28
x
27
x
26
x
251
x
24
x
23
x
22
x
21x
20
x
19
x
18
x
17x
16x
15x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.9%
97.7%
96.6%
93.8%
89.3%
84.7%
}PACE - - - -85PCT
79.7%
)PACE
70.1%
}PACE
65.0%
}PACE
52.5%
}PACE
45.2%
}PACE - - - -MEAN
37.3%
)PACE
28.2%
)PACE
23.7%
)PACE
17.5%
)PACE
11.3%
- - - -15PCT
7.3%
5.1%
2.8%
2.8%
1.7%
0.6%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE: 41 MPH
LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 41.1 MPH
PERCENT OVER PACE: 15.3 % �O N SPEED: 36.7 MPH
PERCENT IN PACE: 73.4 % ��gS ENTILE SPEED: 31.6 MPH
PERCENT UNDER PACE: 11.3 % aQO�a �. S rock
Q-
C ¢
NC ZOa9 * Miller-19
* SrATE 0 cP
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
MILLER PARKWAY
MCI
DATE: 4/18/2006
TIME: 1:15 PM - 2:30 PM
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
DENT HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC./MILLION VEH. MILES
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON -STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
PEACH HILL RD TO TIERRA REJADA RD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
SOUTH OF MAYA CIRCLE
4/18/2006
42.4 MPH
35 - 44 MPH
80.4%
40 MPH / 25 MPH"
36
1
4
0.33 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.52 ACCIDENTS PER MVM (SPEED RELATED ONLY)
4,100
1 LANE PER DIRECTION
SIGNAL - PEACH HILL / TIERRA REJADA
AT PEACH HILL (sch) / TIERRA REJADA
FEW / YES
NO
NO STOPPING ANYTIME
DESIGNATED /PAINTED BIKE LANES
BUS STOP CUT OUTS
0.43
CONSTANT GRADUAL TO MODERATE UPHILL NB
GRADUAL TO MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES / NO
YES
RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (non-fronting)
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended speed of 40 mph is 2.4 mph below the 85th percentile speed.
ca mpn wnen unttaren vresent, umm Zone File: Miller -20
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI MILLER PARKWAY
DATE: 4/18/2006
TIMF• 1.1i; PKA _ I• 'An CIA
PEACH HILL RD TO TIERRA REJADA RD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
100:0%
100.0%
54
100.0%
100.0%
53
96.8%
94.3%
52
)PACE
88.6%
}PACE
82.9%
}PACE - - - -85PCT
51
)PACE
67.1%
}PACE
57.0%
)PACE
50
}PACE - - - -MEAN
38.6%
?PACE
27.2%
}PACE
49
)PACE
12.7%
- - - -15PCT
8.2%
48
3.2%
1.9%
47
0.6%
0.0%
46
0.0%
0.0%
X
45
0.0%
0.0%
x
`4
0.0%
0.0%
x
43
0.0%
0.0%
x
42
x
41
x
40
x
39
x
38
x
37
36
x
35
x
34
x
33
x
32
x
31
x
30
X
29
x
28
X
27
X
26
X
25
x
24
X
23
x
22
X
21x
20
x
19x
18x
17
X
16X
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100:0%
100.0%
100.0%
100.0%
100.0%
99.4%
96.8%
94.3%
93.0%
)PACE
88.6%
}PACE
82.9%
}PACE - - - -85PCT
76.6%
)PACE
67.1%
}PACE
57.0%
)PACE
48.7%
}PACE - - - -MEAN
38.6%
?PACE
27.2%
}PACE
20.3%
)PACE
12.7%
- - - -15PCT
8.2%
3.8%
3.2%
1.9%
0.6%
0.6%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
44 MPH
35 MPH ERCENTILE SPEED: 42.4 MPH
11.4 % SSIO SPEED: 38.2 MPH
80.4 % QQa �- �b NTILE SPEED: 34.3 MPH
12.7 %
NC 20A 3' Miller -20
STATE 0 CPS
L29
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
MOORPARK AVENUE LOS ANGELES AVE TO SOUTH END
DATE: 4/1812006 SURVEY BY: C. BUENDIA
TIME: 4:15 PM - 5:30 PM CHECKED BY: JERRY STOCK
/AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SOUTH OF PARK CTR
4/18/2006
32.9 MPH
25 - 34 MPH
88.9%
NOT POSTED
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
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)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
5,000
1 LANE PER DIRECTION
SIGNAL - LOS ANGELES
AT LOS ANGELES
FEW / FEW
NO
NO STOPPING ANYTIME
0.28
NONE
NONE
GOOD
GOOD
YES / FEW
YES
PAINTED MEDIAN ISLAND / DBL YELLOW CENTERLINE (at Los Angeles)
ADJACENT LAND USE APARTMENTS
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE POST
JUSTIFICATION:
Moorpark Avenue is a two lane roadway that is 0.28 mile in length. Currently, it is not posted. Adjacent land use is solely multi-
family residential dwellings. The speed data shows an 85th percentile speed of 32.9 mph and a 10 mph pace range of 25 to 34
mph. It is recommended that a 30 mph speed limit be established for this area.
File: Moorpark -21
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI MOORPARK AVENUE
DATE: 4/18/2006
TIME 4.15 PM _ A;-,An piu
LOS ANGELES AVE TO SOUTH END
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.1%
99.1%
99.1%
98.3%
96.6%
93.2% }PACE
85.5% )PACE
81.2% )PACE - - - -85PCT
70.9% )PACE
65.8% )PACE
49.6% )PACE - - - -MEAN
37.6% }PACE
27.4% )PACE
17.1% )PACE
11.1% )PACE - - - -15PCT
4.3%
2.6%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
LOWER LIMIT 10 MPH PACE:
25
MPH
th PERCENTILE SPEED:
32.9 MPH
59
6.8
%
SPEED:
29.0 MPH
PERCENT IN PACE:
58
%
�Sgl
QOF ENTICE SPEED:
COQ
25.7 MPH
PERCENT UNDER PACE:
4.3
57
��
561
x
55
6
54
*
53
TR AF FQ
STArE
52
dF cP`\
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
X
27
x
26
x
25
x
24
x
23
x
22
X
21x
20
x
19x
18x
17
x
16x
15
x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.1%
99.1%
99.1%
98.3%
96.6%
93.2% }PACE
85.5% )PACE
81.2% )PACE - - - -85PCT
70.9% )PACE
65.8% )PACE
49.6% )PACE - - - -MEAN
37.6% }PACE
27.4% )PACE
17.1% )PACE
11.1% )PACE - - - -15PCT
4.3%
2.6%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
34
MPH
LOWER LIMIT 10 MPH PACE:
25
MPH
th PERCENTILE SPEED:
32.9 MPH
PERCENT OVER PACE:
6.8
%
SPEED:
29.0 MPH
PERCENT IN PACE:
88.9
%
�Sgl
QOF ENTICE SPEED:
COQ
25.7 MPH
PERCENT UNDER PACE:
4.3
%
��
4o
wQv�
NO.2°A9
Moorpark-21
6
*
TR AF FQ
STArE
dF cP`\
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI
MOUNTAIN MEADOW DRIVE MTN
RVEY BY:) / WALNUT C. B ENDIAK RD TO TIERRA REJADA RD
TIME: 12:45 PM - 2:00 PM CHECKED BY: JERRY STOCK
✓AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
NORTH OF TIERRA REJADA
4/11/2006
33.7 MPH
26 - 35 MPH
84.4%
30 MPH / 25 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 750
LANE CONFIGURATION 1 LANE PER DIRECTION
TRAFFIC CONTROLS SIGNAL - TIERRA REJADA / STOP - MTN TRAIL
CROSSWALKS AT TIERRA REJADA / MTN TRAIL
PEDESTRIAN /BICYCLES YES / YES
TRUCK TRAFFIC NO
ON -STREET PARKING NO STOPPING ANYTIME
OTHER DESIGNATED /PAINTED BIKE LANES
3 MINUTE LOADING ZONE AT MTN MEADOWS PARK
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
0.22
VERTICAL CURVE
NONE
HORIZONTAL CURVE
SLIGHT "S" CURVE
LATERAL VISIBILITY
GOOD
ROAD CONDITIONS
GOOD
SIDEWALKS/DRIVEWAYS
YES / NO
STREET LIGHTING
YES
OTHER
ADJACENT LAND USE RESIDENTIAL (non-fronting) / MTN MEADOW ELEM SCH / PARK
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE I NO
This portion of Mountain Meadow Drive is a two lane roadway that is 0.22 miles in length. It has a posted speed limit of 30
mph. Adjacent land use is residential, Mountain Meadow Elementary School and Park. Field observations include pedestrian
traffic at school and park, painted bike lanes, and no stopping anytime along both sides of the roadway. The speed data shows
an 85th percentile speed of 33.7 mph and a 10 mph pace range of 26 to 35 mph. It is recommended that the existing 30 mph
speed limit be maintained, as a result of the adjacent land uses and periods of heavy pedestrian activity.
•25 mph When Children Present, School Zone File: Mtn Meadow -22
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI MOUNTAIN MEADOW DRIVE
DATE: 4/11/2006
TIUF=- 17•ASZ ORA 1) nn nu
MTN TRAIL (N) / WALNUT CREEK RD TO TIERF
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
35 MPH
26 MPH
7.3 %
84.4 %
8.3 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.1%
98.2%
96.3%
94.5%
92.7% )PACE
86.2% )PACE
82.6% )PACE - - - -85PCT
71.6% )PACE
61.5% )PACE
50.5% )PACE
38.5% )PACE - - - -MEAN
30.3% }PACE
19.3% )PACE
12.8% )PACE - - - -15PCT
8.3%
4.6%
2.8%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
IAN SPEED:
QS� I sp y CENTILE SPEED:
P�,O 0
w � m
NC 2p49
C � J �-
AFF�G Q�
9jE OF
33.7 MPH
30.0 MPH
26.3 MPH
Mtn Meadow -22
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
x
36
X
35
x
34
x
33
x
32
x
31
x
30
x
29
28
x
27
26
x
25
x
24
x
23
x
22
x
21x
20
X
19
x
18
x
17x
16x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
35 MPH
26 MPH
7.3 %
84.4 %
8.3 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.1%
98.2%
96.3%
94.5%
92.7% )PACE
86.2% )PACE
82.6% )PACE - - - -85PCT
71.6% )PACE
61.5% )PACE
50.5% )PACE
38.5% )PACE - - - -MEAN
30.3% }PACE
19.3% )PACE
12.8% )PACE - - - -15PCT
8.3%
4.6%
2.8%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
IAN SPEED:
QS� I sp y CENTILE SPEED:
P�,O 0
w � m
NC 2p49
C � J �-
AFF�G Q�
9jE OF
33.7 MPH
30.0 MPH
26.3 MPH
Mtn Meadow -22
w
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
MOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL ST
DATE: 4/11/2006 SURVEY BY: C. BUENDIA
TIME: 2:00 PM - 3:15 PM CHECKED BY: JERRY STOCK
VAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
NORTH OF ALDERGROVE
4/11/2006
36.2 MPH
29 - 38 MPH
88.0%
30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
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)
�:FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
1,900
1 LANE PER DIRECTION
SIGNAL - TIERRA REJADA / STOP - MTN TRAIL
AT TIERRA REJADA / MTN TRAIL (sch)
YES /YES
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES / BUS STOPS
0.43
SLIGHT UP- DOWNHILL GRADES
GRADUAL - MODERATE "S" CURVES / SWEEPING "C' (s.of Walnut Creek)
LIMITED SIGHT DISTANCE (many areas of)
GOOD
YES /NO
YES
DBL YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / TIERRA REJADA PARK
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
This portion of Mountain Meadow is a two lane residential roadway. Field observations include "No Stopping Anytime" along
entire roadway, designated bike lanes, and bus stops. There are many areas of limited sight distance due to the roadway
curvature with slight up /downhill grades, gradual to moderate "S" curves and a sweeping "C" south of Walnut Creek. Although,
the speed survey resulted with an 85th percentile speed of 36.2 mph and an average speed of 32.0 mph, given the sight
distance restrictions due to the roadway curves, it is recommended that the eAsting 30 mph ting remain.
—...,.,...1."„ v—, rnrsx k Ocnoa cane File: Mtn Meadow -23
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI MOUNTAIN MEADOW DRIVE
DATE: 4/11/2006
TIMF• 9-nn PM _ 3.1 r PM
TIERRA REJADA RD TO MOUNTAIN TRAIL
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
38 MPH
29 MPH
3.4 %
88.0 %
8.5 %
' 4U m
0 No.
r
`-2049
) Q
*sT TRAFF�G pQ�
\� OF CP���
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0 °h
99.1%
98.3%
96.6% }PACE
91.5% )PACE
82.9% )PACE --- 85PCT
76.1% }PACE
69.2% )PACE
63.2% )PACE
50.4% }PACE
38.5% }PACE - - -MEAN
26.5% )PACE
17.1% }PACE
8.5% --- 15PCT
6.0%
1.7%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
NTILE SPEED: 36.2 MPH
=ED: 32.0 MPH
NTILE SPEED: 28.8 MPH
Mtn Meadow -23
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
x
37
x
36
X
35
x
34
x
33
x
32
x
31
30
x
29
x
28
x
27
X
26
X
25
x
24
x
23
x
22
x
21X
20
X
19x
18X
17
X
16X
15X
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
38 MPH
29 MPH
3.4 %
88.0 %
8.5 %
' 4U m
0 No.
r
`-2049
) Q
*sT TRAFF�G pQ�
\� OF CP���
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0 °h
99.1%
98.3%
96.6% }PACE
91.5% )PACE
82.9% )PACE --- 85PCT
76.1% }PACE
69.2% )PACE
63.2% )PACE
50.4% }PACE
38.5% }PACE - - -MEAN
26.5% )PACE
17.1% }PACE
8.5% --- 15PCT
6.0%
1.7%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
NTILE SPEED: 36.2 MPH
=ED: 32.0 MPH
NTILE SPEED: 28.8 MPH
Mtn Meadow -23
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
H�jj rT MOUNTAIN TRAIL STREET MTN MEADOW (N) / WALNUT CREEK TO TIERRA REJADA RD
(, DATE: 4/10/2006 SURVEY BY: C. BUENDIA
TIME: 12:30 PM - 1:45 PM CHECKED BY: JERRY STOCK
VAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
WEST OF SUMMER GLEN
4/10/2006
34.9 MPH
26 - 35 MPH
82.9%
30 MPH / 25 MPH*
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
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)
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
3,000
1 LANE PER DIRECTION
SIGNAL - TIERRA REJADA / STOP - WALNUT CREEK / MTN MEADOW
AT TIERRA REJADA (sch) / WALNUT CREEK / MTN MEADOW (sch)
YES /YES
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES / BUS PULL -OUTS
0.45
GRADUAL UPHILL GRADE (NB)
CONSTANT GRADUAL - MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES /YES
YES
SINGLE DASHED CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / MOORPARK H.S./ PERFORMING ARTS CENTER
RECOMMENDED SPEED LIMIT 1 30 MPH
SPEED LIMIT CHANGE I NO
JUSTIFICATION:
This section of Mountain Trail is a two lane roadway. The adjacent land uses include single and mufti- family dwellings,
Moorpark High School and Performing Art Center. The speed data results show an 85th percentile of 34.9 mph and a 10 mph
pace range of 26 to 35 mph. The roadway has slight to gradual "S" curves. The sight distance is limited at these curves. With
that it is recommended that existing 30 mph posting be maintained, instead of a 35 mph speed limit that the speed data may
indicate.
- 25 mph When Chrdren PmseM, Sdwd Zone File: Mtn Trail-24
RADAR SPEED DISTRIBUTION SHEET
HCI
CITY OF MOORPARK
MOUNTAIN TRAIL STREET MTN MEADOW (N) / WALNUT CREEK TO TIERRA REJADA RD
DATE: 4/10/2006 SURVEY BY: C. BUENDIA
TIME: 12:30 PM - 1:45 PM CHECKED BY JERRY STOCK
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
98.4%
96.1%
93.8%
90.7%
86.8%
85.3%
80.6%
73.6%
65.9%
53.5%
45.7%
32.6%
26.4%
15.5%
7.8%
2.3%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
)PACE
)PACE --- 85PCT
)PACE
)PACE
)PACE
)PACE - - -MEAN
)PACE
)PACE
)PACE
)PACE --- 15PCT
UPPER LIMIT 10 MPH PACE:
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
26
59
85th PERCENTILE SPEED: 34.9 MPH
58
14.7
57
MEDIAN SPEED: 30.6 MPH
56
82.9
55
GENTILE SPEED: 26.9 MPH
PERCENT UNDER PACE:
2.3
%
Sg1ONAZ Fy
54
. S r �i
OC+ �cn�
53
�•� Mtn Trai -24
Q p
IZ
w w TO 49
cn Np.
52
.O� Q
�
51
TR AFB\
s14 TE OF CPS
50
49
48
47
46
45
44
43
42
41
40
39
38
x
37
x
36
x
x
35
34
x
33
x
x
32
x
31
x
30
x
29
x
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21
x
20
x
19x
18
x
17
x
16
x
15x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
98.4%
96.1%
93.8%
90.7%
86.8%
85.3%
80.6%
73.6%
65.9%
53.5%
45.7%
32.6%
26.4%
15.5%
7.8%
2.3%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
)PACE
)PACE --- 85PCT
)PACE
)PACE
)PACE
)PACE - - -MEAN
)PACE
)PACE
)PACE
)PACE --- 15PCT
UPPER LIMIT 10 MPH PACE:
35
MPH
LOWER LIMIT 10 MPH PACE:
26
MPH
85th PERCENTILE SPEED: 34.9 MPH
PERCENT OVER PACE:
14.7
%
MEDIAN SPEED: 30.6 MPH
PERCENT IN PACE:
82.9
%
GENTILE SPEED: 26.9 MPH
PERCENT UNDER PACE:
2.3
%
Sg1ONAZ Fy
. S r �i
OC+ �cn�
�•� Mtn Trai -24
Q p
IZ
w w TO 49
cn Np.
.O� Q
�
TR AFB\
s14 TE OF CPS
w
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
MCI MOUNTAIN TRAIL STREET
C DATE: 4/10/2006
TIME: 1:45 PM - 3:00 PM
✓AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
TIERRA REJADA RD TO MOUNTAIN MEADOW DR
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
NORTH OF MTN MEADOW
4/10/2006
34.9 MPH
27 - 36 MPH
83.3%
30 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
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)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
6,000
2 LANES PER DIRECTION
SIGNAL - TIERRA REJADA / STOP - CEDAR SPRINGS / MTN MEADOW
AT TIERRA REJADA / CEDAR SPRINGS / MTN MEADOW (sch)
YES /YES
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES / BUS STOPS
0.28
NONE
SLIGHT- GRADUAL "S" CURVES
GOOD
GOOD
YES / FEW
YES
DBL YELLOW CENTERLINE / PAINTED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (single & multi family / TIERRA REJADA PARK / COMMERCIAL TIERRA
RECOMMENDED SPEED LIMIT 30 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
This section of Mountain Trail is a four lane roadway. The adjacent land uses include single and multi - family dwellings, Tierra
Rejada Park, fire department, and commercial at Tierra Rejada Road. The speed data results show an 85th percentile of 34.9
mph and a 10 mph pace range of 27 to 36 mph. In consideration of -the nature of the area, keeping consist with speeds of
adjacent segments and engineering judgment, it is recommended. that the existing 30 mph posting be maintained.
' 25 mph When Children PreseK School Zone - _ File: Mtn Trail -25
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
UcT MOUNTAIN TRAIL STREET MOUNTAIN MEADOW (S) TO WOODHILL DR
J l DATE: 4/10/2006 SURVEY BY: C. BUENDIA
TIME: 3:00 PM - 4:15 PM CHECKED BY: JERRY STOCK
✓AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC./MILLION VEH. MILES
=FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
Y FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
SOUTH OF AMBERIDGE
4/10/2006
32.5 MPH
25 - 34 MPH
86.2%
30 MPH / 25 MPH'
36
0
0
0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
1,200
1 LANE PER DIRECTION
STOP - MOUNTAIN MEADOW / COUNTRY HILL
AT MOUNTAIN MEADOW / COUNTRY HILL (sch)
YES /YES
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES / BUS STOPS
0.77
GRADUAL - MODERATE UP/DOWNHILL GRADES
GRADUAL - MODERATE "S "CURVES
LIMITED SIGHT DISTANCE (many areas of very)
GOOD
YES / NO
YES
DBL YELLOW CENTERLINE
STUDENT DROP -OFF CUTOUT
ADJACENT LAND USE RESIDENTIAL (non-fronting) /ARROYO WEST SCHOOL / COUNTRY TRAIL PARK
SPEED LIMIT
ISPEED LIMIT CHANGE I NO
w w
The recommended 30 mph is 2.5 mph below the 85th percentile speed. c0 NO 20x9 9
• 25 mph When Chi Present. sdvd Zone �G Fitar.0 3J
rRAsN
TE Of
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI MOUNTAIN TRAIL STREET
DATE: 4/10/2006
TI1UF• -i-nn aiu _ e•4r DR.
MOUNTAIN MEADOW (S) TO WOODHILL DI
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
34 MPH
25 MPH
7.3 %
86.2 %
6.5 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
99.2%
93.5%
92.7% }PACE
87.0% )PACE
82.9% )PACE --- 85PCT
79.7% )PACE
74.8% )PACE
61.8% )PACE
49.6% )PACE • - - -MEAN
40.7% )PACE
26.0% )PACE
17.1% )PACE
6.5% --- 15PCT
2.4%
1.6%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
h PERCENTILE SPEED: 32.5 MPH
F ss "7 SPEED-
r_ 28.0 MPH
O ENTILE SPEED: 24.8 MPH
c� Np 20ag �'
a p Mm Traci -26
Y 6�
RA FpQ�
\TF OF CP��
CUMMULATR PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
x
34
x
33
x
32
x
31
30
x
29
x
28
x
27
x
26
X
25
x
24
x
23
x
22
x
21x
20
x
19
X
18
x
17x
16
X
15
x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
34 MPH
25 MPH
7.3 %
86.2 %
6.5 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
99.2%
93.5%
92.7% }PACE
87.0% )PACE
82.9% )PACE --- 85PCT
79.7% )PACE
74.8% )PACE
61.8% )PACE
49.6% )PACE • - - -MEAN
40.7% )PACE
26.0% )PACE
17.1% )PACE
6.5% --- 15PCT
2.4%
1.6%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
h PERCENTILE SPEED: 32.5 MPH
F ss "7 SPEED-
r_ 28.0 MPH
O ENTILE SPEED: 24.8 MPH
c� Np 20ag �'
a p Mm Traci -26
Y 6�
RA FpQ�
\TF OF CP��
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI PEACH HILL ROAD MILLER PKWY TO SPRING ST
DATE: 4/11/2006 SURVEY BY: C. BUENDIA
TIME: 11:00 AM - 12:15 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC./MILLION VEH. MILES
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
EAST OF SPRING
4/11/2006
38.0 MPH
30 - 39 MPH
81.9%
35 MPH / 25 MPH'
36
0
4
0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
3,500
1 LANE PER DIRECTION
SIGNAL -SPRING / STOP - MILLER
AT SPRING (sch) / MILLER
YES /YES
NO
NO STOPPING ANYTIME
BUS STOPS / BUS CUT OUTS
"BUS LOADING ONLY
0.37
CONSTANT GRADUAL - MODERTE UPHILL EB
CONSTANT GRADUAL - MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (many areas of very)
GOOD
YES / FEW
YES
DBL YELLOW CENTERLINE
BIKE LANES
ADJACENT LAND USE RES / PINECREST SCHOOLS / MESA VERDE MID SCH / HOLY CROSS CHURCH
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
This portion of Peach Hill Road is a two lane roadway. The majority of the adjacent land uses is schools with the Mesa Verde
Middle School, Pinecrest School and Hoy Cross Catholic Church & School. The roadway has constant gradual, moderate to
sweeping horizontal and vertical curves. The sight is very limited in many areas of the roadway. Other field observations
include that on -street parking is prohibited along both sides of the roadway, bus cut outs and driveway access to the schools.
The Engineering and Traffic Survey resulted with an 85th percentile speed of 38.0 mph and a 10 mph pace range of 30 to 39
mph, With consideration of the roadway conditions and limited sight distance, it is recommended that the existing 35 mph
rom�in
•n ---I r _'WT, bCrxxx Lone
File: Peach HiN-27
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI PEACH HILL ROAD
DATE: 4111/2006
TIME- 11.00 AM - 19.15 PM
MILLER PKWY TO SPRING ST
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
100.0%
100.0%
59
100.0%
100.0°%
58
100.0°%
100.0°%
57
100.0%
100.0°%
56
100.0°%
100.0°%
55
98.2°%
95.8%
54
91.0°%
)PACE
84.9%
}PACE --- 85PCT
53
}PACE
70.5%
)PACE
63.3°%
}PACE
52
}PACE
39.8%
}PACE - - -MEAN
26.5°%
}PACE
51
)PACE
12.7%
}PACE --- 15PCT
9.0%
50
1.8%
0.6%
49
0.0°%
0.0%
48
0.0%
0.0%
47
0.0%
0.0%
46
0.0%
45
44
43
42
41
x
40
x
39
x
38
x
37
36
X
35
x
34
x
33
32
x
31
30
x
29
x
28
x
27
X
26
x
25
24
x
23 lx
X
22
X
21
X
20
X
19x
18
x
17
X
16X
15
x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0°%
100.0%
100.0°%
100.0°%
100.0°%
100.0%
100.0°%
100.0%
100.0°%
100.0°%
99.4%
98.2°%
95.8%
94.0°%
91.0°%
)PACE
84.9%
}PACE --- 85PCT
78.9%
}PACE
70.5%
)PACE
63.3°%
}PACE
51.2%
}PACE
39.8%
}PACE - - -MEAN
26.5°%
}PACE
19.3%
)PACE
12.7%
}PACE --- 15PCT
9.0%
4.2%
1.8%
0.6%
0.0%
0.0°%
0.0%
0.0%
0.0%
0.0%
0.0°%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE: 39 MPH
LOWER LIMIT 10 MPH PACE: 30 MPH ERCENTILE SPEED: 38.0 MPH
PERCENT OVER PACE: 9.0 % ��SSI SPEED: 33.9 MPH
PERCENT IN PACE: 81.9 °% QQO p J. $3}b NTILE SPEED: 30.4 MPH
PERCENT UNDER PACE: 9.0 % a Q�' '� 0%
C
9 9 p
u c7 NO 2
Peach Hro -27
a
sTQTE OF rl
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI DATER H4 /11/ 006 SURVEY BY: TO BUENDIA DE DRIVE
TIME: 9:45 AM - 10:45 AM CHECKED BY: JERRY STOCK
/AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
DENT HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC. /MILLION VEH. MILES
=FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
WEST OF ROLLING KNOTT
4/11/2006
41.7 MPH
34 -43 MPH
83.1%
35 MPH
36
0
4
0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
4,000
1 LANE PER DIRECTION
SIGNAL - SPRING / STOP - MESA VERDE
AT SPRING (sch) / MESA VERDE (sch)
YES /YES
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES
0.57
SLIGHT- GRADUAL UP /DOWNHILL GRADES
NONE
GOOD
GOOD
YES / YES (EB) / YES / MANY (WB)
YES
SINGLE DASHED CENTERLINE
WIDE ROADWAY / NO SHOULDERS (EB)
ADJACENT LAND USE RESIDENTIAL
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
This section of Peach Hill Road is a wide two lane roadway. It is solely residential with a 35 mph speed posting. On the south -side of this wide
roadway are no driveways, 'No Stopping Anytime' and a narrow painted bike lane with no shoulders. The speed data shows an 85th percentile
speed of 41.7 mph and a 10 mph pace range of 34 to 43 mph. With that, it is recommended that the 35 mph speed limit remain the same.
ca mpn when unuuren rresenr, zjcnooi cone File: Peach Hill -28
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI PEACH HILL ROAD
DATE: 4/11/2006
TIMF• Q•ds; ARA - in•er, a \A
SPRING ST TO MESA VERDE DR
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
43 MPH
34 MPH
7.8 %
83.1 %
9.0 %
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
100.0%
100.0%
54
100.0%
100.0%
53
98.2%
96.4%
52
92.2%
)PACE
87.3%
}PACE
51
}PACE --- 85PCT
75.3%
)PACE
65.7%
)PACE
50
)PACE
48.8%
)PACE - - -MEAN
38.6%
)PACE
49
}PACE
16.3%
}PACE
9.0%
--- 15PCT
48
2.4%
0.0%
47
0.0%
0.0%
46
0.0%
0.0%
45
0.0%
0.0%
44
0.0%
0.0%
x
43
0.0%
0.0%
X
42
x
41
x
40
x
39
x
38
37
x
36
35
x
34
X
33
x
32
x
31
x
30
x
29
x
28
x
27
x
26
x
25
x
24
X
23
x
22
x
21x
20
x
19
x
18x
17x
16X
15 x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
43 MPH
34 MPH
7.8 %
83.1 %
9.0 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.4%
98.2%
96.4%
94.6%
92.2%
)PACE
87.3%
}PACE
79.5%
}PACE --- 85PCT
75.3%
)PACE
65.7%
)PACE
58.4%
)PACE
48.8%
)PACE - - -MEAN
38.6%
)PACE
28.3%
}PACE
16.3%
}PACE
9.0%
--- 15PCT
5.4%
2.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED: 41.7 MPH
SPEED: 37.1 MPH
�QOFoS� O NTILE SPEED: 33.8 MPH
Lu
C7 2flA9
NO• 0.7 * Peach Hill -28
TR AFF
�rE OF G�
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
PEACH HILL ROAD MESA VERDE DR TO TIERRA REJAnA Rn
UA I t: 4111r1006 SURVEY BY: C. BUENDIA
TIME: 8:30 AM - 9:45 AM CHECKED BY: JERRY STOCK
VAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SOUTH OF ANETTE
4/11/2006
37.5 MPH
30 - 39 MPH
85.6%
35 MPH / 25 MPH*
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
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)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
4,250
1 LANE PER DIRECTION
SIGNAL - TIERRA REJADA / STOP - MESA VERDE / WILLAMS RANCH
AT TIERRA REJADA / WILLIAMS RANCH (sch)
YES / YES
NO
NO STOPPING ANYTIME AT BUS PULL -OUTS
DESIGNATED BIKE LANES / BUS STOPS
0.56
SLIGHT- GRADUAL UPIDOWNHILL GRADES
NONE
GOOD
GOOD
YES /YES
YES
SINGLE DASHED CENTERLINE
BUS CUT OUTS SB NEAR TIERRA REJADA
ADJACENT LAND USE RESIDENTIAL / PEACH HILL ELEMENTARY SCH & PARK
RECOMMENDED SPEED LIMIT 35 MPH
SPEED LIMIT CHANGE NO
The recommended 35 mph speed limit is 2.5 mph below the 85th percentile speed.
* 25 mph When chkhm present, sat ool Zane File: Peach Hill -29
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI PEACH HILL ROAD
DATE: 4/11/2006
TRAP- A -1A ARA
MESA VERDE DR TO TIERRA REJADA RD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
30
59
58
4.4
57
56
85.6
55
PERCENT UNDER PACE:
10.0
%
OF�SS'
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
x
37
x
36
x
x
35
x
34
X
33
x
32
x
31
x
30
x
29
x
28
x
27
X
26
x
25
x
24
x
23
x
22
x
21x
20!X
19x
18
X
17x
16
X
15x
UPPER LIMIT 10 MPH PACE:
39
MPH
LOWER LIMIT 10 MPH PACE:
30
MPH
PERCENT OVER PACE:
4.4
PERCENT IN PACE:
85.6
%
PERCENT UNDER PACE:
10.0
%
OF�SS'
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.4%
98.8%
95.6% )PACE
89.4% }PACE
80.6% )PACE --- 85PCT
70.6% )PACE
65.6% )PACE
51.3% )PACE
44.4% )PACE - - -MEAN
34.4% )PACE
23.8% )PACE
17.5% )PACE
10.0% - - -15PCT
5.6%
3.1%
0.6%
0.6%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.00/0
85th PERCENTILE SPEED:
WA-bMAU SPEED:
O\
w pA9
C R F
ATE 0f j
ENTILE SPEED:
n a
37.5 MPH
33.8 MPH
29.7 MPH
each Hilt -29
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
POINDEXTER AVENUE MOORPARK AVE TO SIERRA AVF
Uri 1 C. 4110 11dVUt) SURVEY BY: C. BUENDIA
TIME: 8:45 AM - 9:45 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
EAST OF SIERRA
4/18/2006
41.0 MPH
33 - 42 MPH
81.7%
40 MPH / 25 MPH*
25 MPH ADVISORY AT CURVE
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 0
TOTAL ACCIDENTS 11
ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
,DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
7,400
1 LANE PER DIRECTION
SIGNAL - MOORPARK
AT MOORPARK
YES /YES
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES /BUS STOPS
COMMERCIAL VEHICLES OVER 3 TONS PROHIBITTED
0.45
NONE
GRADUAL - MODERATE "C" CURVE
LIMITED SIGHT DISTANCE (at curve)
GOOD
YES /YES
YES
DOUBLE YELLOW CENTERLINE (RPM).
NO PARKING 7:30am- 3:30pm (Except Weekends) AT SCHOOL
ADJACENT LAND USE RESIDENTIAL (non-fronting) / CHAPARRAL MID SCH / POINDEXTER PARK
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO
nFICATION:
The recommended 40 mph speed limit is 1.0 mph below the 85th percentile speed.
* 25 mph When Children Pn9sent, Sdrod Zone _ File: Poindexter -30
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI POINDEXTER AVENUE
DATE: 4/18/2006
TIMF• A-Ar, OM _ o•er, eu
MOORPARK AVE TO SIERRA AVE
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
42 MPH
33 MPH
10.9 %
81.7 %
7.4 %
�gS10 Nom'
sT c�
w 713
(D r1o' u'
QQ G �0
* �'fRPF�
\ATE 0 j
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
100.0%
100.0%
54
100.0%
99.5%
53
98.0%
97.5%
52
92.6%
89.1%
)PACE
51
IPACE
77.2%
}PACE --- 85PCT
66.8%
)PACE
50
)PACE
51.0%
)PACE
39.1%
}PACE - - -MEAN
49
}PACE
19.3%
}PACE
11.9%
)PACE - - -15PCT
48
5.4%
1.5%
47
0.0 °h
0.0%
46
0.0%
0.0%
45
0.0%
0.0%
44
0.0%
0.0%
x
43
0.0%
0.0%
x
42
x
41
x
x
40
39
x
x
38
x
37
x
36
35
x
34
33
x
32
x
31
x
30
x
29
X
28
X
27
x
26
x
25
x
24
X
23
x
22
x
21x
20
x
19x
18
x
17
X
16x
15 x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
42 MPH
33 MPH
10.9 %
81.7 %
7.4 %
�gS10 Nom'
sT c�
w 713
(D r1o' u'
QQ G �0
* �'fRPF�
\ATE 0 j
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5%
99.0%
98.0%
97.5%
94.6%
92.6%
89.1%
)PACE
85.1%
IPACE
77.2%
}PACE --- 85PCT
66.8%
)PACE
56.9%
)PACE
51.0%
)PACE
39.1%
}PACE - - -MEAN
29.7%
}PACE
19.3%
}PACE
11.9%
)PACE - - -15PCT
7.4%
5.4%
1.5%
1.0%
0.0 °h
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
PERCENTILE SPEED:
N SPEED:
CENTILE
41.0
MPH
MPH
MPH
Poindexter -30
w
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI POINDEXTER AVENUE SIERRA AVE TO GABBERT RD
l DATE: 4/18/2006 SURVEY BY: C. BUENDIA
TIME: 9:45 AM - 10:30 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
EAST OF TECH CENTER
4/18/2006
42.4 MPH
35 - 44 MPH
81.2%
40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
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)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
6,350
1 LANE PER DIRECTION
STOP - GABBERT
NONE
FEW / FEW
YES
NO STOPPING ANYTIME
DESIGNATED BIKE LANES
COMMERCIAL VEHICLES (
0.56
NONE
SLIGHT CURVE
GOOD
GOOD
/ NO SHOULDERS
3 TONS PROHIBITTED
YES / NO (WB) / YES / YES (EB)
YES
RPM MEDIAN W/LEFTS
RxR PARALLEL NORTHSIDE
ADJACENT LAND USE RESIDENTIAL (non-fronting) / INDUSTRIAL / BUSINESS
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 40 mph speed limit is 2.4 mph below the 85th percentile speed.
File: Poindexter -31
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI POINDEXTER AVENUE
DATE: 4/18/2006
TIMP G-AS; ARA _ 4n• 2n nu
SIERRA AVE TO GABBERT RD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
C4OMMULATNE PERCENT
SPEED
20 80 100
60
59
58
57
56
55
100.0%
100.0%
54
100.0%
99.6%
53
98.2%
96.4%
52
}PACE
87.9%
}PACE
83.4%
}PACE - - -85PCT
51
)PACE
66.4%
)PACE
54.3%
)PACE
50
)PACE - - -MEAN
35.0%
)PACE
25.6%
)PACE
49
)PACE
11.7%
--- 15PCT
6.7%
48
1.8%
0.9%
47
0.0%
0.0%
46
0.0%
0.0%
45
0.0%
0.0%
44
0.0%
0.0%
x
43
0.0%
0.0%
X
42
x
41
x
x
X
39
x
38
x
37
x
36
x
35
34
x
33
x
32
x
31x
30
x
29
x
28
x
27
x
26_x
25
x
24
x
23
x
22
x
21x
20
x-
19
x
18 x
17x
16 x
15 x
100.0%
100.0°x6
100.0°x6
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.6%
99.6%
98.2%
96.4%
92.8%
}PACE
87.9%
}PACE
83.4%
}PACE - - -85PCT
74.4%
)PACE
66.4%
)PACE
54.3%
)PACE
44.4%
)PACE - - -MEAN
35.0%
)PACE
25.6%
)PACE
19.3%
)PACE
11.7%
--- 15PCT
6.7%
3.6%
1.8%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE: 44 MPH
LOWER LIMIT 10 MPH PACE: 35 MPH 85th PERCENTILE SPEED: 42.4 MPH
PERCENT OVER PACE: 12.1 % SPEED: 38.6 MPH
PERCENT IN PACE: 81.2 % SS ENTILE SPEED: 34.4 MPH
PERCENT UNDER PACE: 11.7 % llz�QQ10 a' 0
co 0 p10.2049 U / * Poindexter -31
_k y-R AFF� OQ�
sTgTE OF �����
I -�
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI PRINCETON AVENUE CAMPUS PARK DR TO 118 FWY (E)
DATE: 4/17/2006 SURVEY BY: C. BUENDIA
TIME: 11:00 AM - 11:45 AM CHECKED BY: JERRY STOCK
VAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SOUTH OF CAMPUS PARK
4/17/2006
39.0 MPH
30 - 39 MPH
81.7%
40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 3
TOTAL ACCIDENTS 8
ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.77 ACCIDENTS PER MVM SPEED RELATED ONLY)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON -STREET PARKING
OTHER
tDWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
12,650
2 LANES PER DIRECTION
SIGNAL -118 WB ON -OFF / 118 EB ON -OFF / STOP - CAMPUS PARK
NONE
FEW / YES
FEW
NO STOPPING ANYTIME
BUS STOPS
0.28
SLIGHT UP /DOWNHILL GRADES
SLIGHT "S" CURVES
GOOD
GOOD
YES /NO
YES
RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (non-fronting) / COMMERCIAL / DAY CARE CTR / 118 FWY ACCESS
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO
7FICATION:
The recommended 40 mph speed limit is 1.0 mph from the 85th percentile speed.
File: Princeton -32
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI PRINCETON AVENUE
DATE: 4/17/2006
TIME- ii-nn ARA _ 4 -1-Ac n..
CAMPUS PARK DR TO 118 FWY (E)
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
39 MPH
30 MPH
14.8 %
81.7 %
3.6 %
QQ�N JO 1
w &9 A
0 N 2 O. p� #
* �� TRPFF
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60.
59
58
57
56
55
100.0%
100.0%
54
100.0%
100.0%
53
100.0%
99.4%
52
97.6%
95.3%
51
89.9%
85.2% }
}PACE
50
)PACE --- 85PCT
49
48
47
46
45
44
43
42
x
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
X
27
x
26
x
25
x
24
X
23
x
22
x
21x
20
X
19x
18
X
17X
16x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
39 MPH
30 MPH
14.8 %
81.7 %
3.6 %
QQ�N JO 1
w &9 A
0 N 2 O. p� #
* �� TRPFF
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.4%
98.8%
97.6%
95.3%
93.5%
89.9%
85.2% }
}PACE
79.3% )
)PACE --- 85PCT
VTILE SPEED: 39.0 MPH
:ED: 34..-- MPH
JTILE SPEED: 1.1 MPH
Prinoeton -32
w
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCI PRINCETON AVENUE 118 FREEWAY (E) to 118 FREEWAY (W)
DATE: 4/17/2006 SURVEY BY: C. BUENDIA
TIME: 12:45 PM - 1:30 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
DENT HISTORY
SOUTH OF CONDOR (N)
4/17/2006
41.3 MPH
31 - 40 MPH
71.4%
40 MPH
30 MPH ADVISORY (at
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 5
TOTAL ACCIDENTS 15
ANNUAL ACCIDENT RATE 1.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.48 ACCIDENTS PER MVM SPEED RELATED ONLY)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
14,100
2 LANES (NB) / 1 -2 LANES (SB)
SIGNAL - 118 WB ON -OFF CONDOR (N)
AT CONDOR
FEW / FEW
YES (many)
NO STOPPING ANYTIME
BUS STOPS
WARNING
0.68
SLIGHT UP /DOWNHILL GRADES
MODERATE - SWEEPING "S" CURVES
LIMITED SIGHT DISTANCE (areas of very)
FAIR
NO / NO (except near Spring St)
YES
DOULBLE YELLOW CENTERLINE
PARTIAL NO CURBS / DIRT SHOULDERS
ADJACENT LAND USE BUSINESS / 118 FWY OVERPASS / MOORPARK COMMUNITY H.S.
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE 7 NO
JUSTIFICATION:
The recommended 40 mph speed limit is 1.3 mph from the 85th percentile speed.
File: Princeton -33
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI PRINCETON AVENUE
DATE: 4/17/2006
TIMF• 17•dR PM _ 1.4n DRS
118 FREEWAY (E) to 118 FREEWAY (W)
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
40 MPH
31 MPH
20.3 %
71.4 %
8.3 %
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
100.0%
100.0%
59
100.0%
100.0%
58
100.0%
100.0%
57
100.0%
99.5%
56
97.7%
94.0%
55
88.0%
83.9% -
--- 85PCT
54
53
52
51
50
49
48
47
46
45
x
44
x
43
x
42
x
41
x
40
39
x
38
x
37
36
x
35
x
34
X
33
x
32
31
x
30
x
29
X
28
x
27
x
26
x
25
x
24
X
23
x
22
x
21x
20
X
19x
18x
17
x
16
X
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
40 MPH
31 MPH
20.3 %
71.4 %
8.3 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5%
99.1%
97.7%
94.0%
91.7%
88.0%
83.9% -
--- 85PCT
.3
�.8
.2
MPH
MPH
MPH
Princeton -33
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
PRINCETON AVENUE 118 FREEWAY (W) TO SPRING ST
MCI
DATE: 4/17/2006 SURVEY BY: C. BUENDIA
TIME: 12:00 PM - 12:45 PM CHECKED BY: JERRY STOCK
JAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
[DENT HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC./MILLION VEH. MILES
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
EAST OF SPRING
4/17/2006
43.3 MPH
35 - 44 MPH
67.4%
40 MPH EB
30 MPH & 35 MPH ADVISORY
36
0
2
0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY
14,550
1 LANE / 2 LANES (near Spring -wb)
SIGNAL - SPRING
AT SPRING
FEW / FEW
YES
NO STOPPING ANYTIME (majority)
SOME PARKING NEAR SPRING - SOUTHSIDE
0.72
SLIGHT UP/DOWNHILL GRADES
MODERATE "S "CURVES
LIMITED SIGHT DISTANCE (areas of)
POOR (cracked surface)
NO /NO
YES
PAINTED 2 -WAY LEFT TURN CENTERLANE
DIRT SHOULDER / NO CURBS (partial)
ADJACENT LAND USE RESIDENTIAL non- frontin / COMMERCIAL / 118 OVERPASS
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO CHANGE - POST WB
This portion of Princeton Avenue was formerly named Los Angeles Avenue. A 40 mph speed sign is posted for the eastbound
direction only. The speed survey resulted with an 85th percentile speed of 43.3 mph and a 10 mph pace range of 35 to 44 mph.
The majority of this segment is a narrow windy two lane roadway with dirt shoulders, no curbs, no sidewalks, no driveways until
near Spring Street the roadway widens to four lanes. Posted at the roadway curves are 30 mph and 35 mph advisory speed
signs as the sight distance is limited in these areas. With that it is recommended that the existing 40 mph be maintained and a
similar sign be installed for westbound traffic.
File: Princeton -34
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI PRINCETON AVENUE
DATE: 4/1712006
TIME 12-nn cM - 17•dr% PKA
118 FREEWAY (1M TO SPRING ST
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
44 MPH
35 MPH
15.8 %
67.4 %
19.5 %
Iv
w Z3 �
o No•
rATE OF cP�
100.0%
CUMMULATNE PERCENT
SPEED
20 40 60 80 100
60
100.0%
100.0%
59
100.0%
100.0%
58
100.0%
100.0%
57
98.4%
96.8%
56
92.1%
86.8%
}PACE
55
)PACE - - -85PCT
78.4%
}PACE
73.7%
)PACE
54
}PACE
61.1%
)PACE
51.6%
}PACE
53
}PACE - - -MEAN
32.1%
)PACE
28.4%
)PACE
52
16.8%
11.6%
--- 15PCT
51
5.8%
3.2%
50
1.6%
0.5%
49
0.0%
0.0%
48
0.0%
0.0%
47
0.0%
0.0%
x
46
0.0%
x
45
x
`4
x
43
x
42
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
33
x
32
x
31
x
30
x
29
X
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21x
20
x
19x
18
x
17x
16
x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
44 MPH
35 MPH
15.8 %
67.4 %
19.5 %
Iv
w Z3 �
o No•
rATE OF cP�
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5%
98.4%
96.8%
94.7%
92.1%
86.8%
}PACE
84.2%
)PACE - - -85PCT
78.4%
}PACE
73.7%
)PACE
68.4%
}PACE
61.1%
)PACE
51.6%
}PACE
46.3%
}PACE - - -MEAN
32.1%
)PACE
28.4%
)PACE
19.5%
16.8%
11.6%
--- 15PCT
8.4%
5.8%
3.2%
2.1%
1.6%
0.5%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
:ENTILE SPEED: 43.3 MPH
PEED: 37.7 MPH
NTILE SPEED: 32.7 MPH
Princeton -34
w
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
SECOND STREET SPRING ST TO MOORPARK AVE
MCI
DATE: 4/18/2006 SURVEY BY: C. BUENDIA
TIME: 2:30 PM - 3:30 PM CHECKED BY: JERRY STOCK
JAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
EAST OF MILLARD
4/18/2006
31.0 MPH
23 - 32 MPH
82.8%
25 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
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)
=FIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON-STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
5,250
1 LANE PER DIRECTION
SIGNAL - SPRING / STOP - MILLARD / MOORPARK
AT SPRING / BARD (sch) / MILLARD (sch)
YES / FEW
NO
YES (heavy)
COMMERCIAL VEHICLES OVER 3 TONS PROHIBITED / BUS STOPS
BUS STOPS
0.42
NONE
MODERATE "S" CURVE (at Millard)
GOOD / LIMITED SIGHT DISTANCE (at Millard)
FAIR (cracked surface)
YES /MANY
YES
DIP AT MILLARD 8 BARD
"KEEP CLEAR" LEGEND EB AT INTERSECTION OF HARRY ST
ADJACENT LAND USE RESIDENTIAL (fronting)
RECOMMENDED SPEED LIMIT 25 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
Second Street is a two lane roadway with 100% residential single - family dwellings. Field observations include heavy on- street
parking, heavy driveways, a curve and dip at Millard and Bard, and a "Keep Clear" legend at Harry Street Second Street is
located south of High Street (historical district) and seems to be used as a cut through. The speed survey resulted with an 85th
percentile speed of 31.0 mph and a 27.1 mph median speed. In effort of maintaining the residential nature of the area, the
existing 25 mph is recommended. This speed falls mid -way of the 10 mph pace range of 23 to 32 mph
File: Second -35
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI SECOND STREET
DATE: 4/18/2006
TIME- ,)--An o u _ a• ,2n o &.
SPRING ST TO MOORPARK AVE
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
97.5%
96.7%
95.1%
91.0% }PACE
85.2% )PACE
78.7% }PACE - - 85PCT
68.0% )PACE
60.7% }PACE
48.4% )PACE - - -MEAN
40.2% )PACE
32.0% )PACE
21.3% )PACE
15.6% )PACE
8.2% --- 15PCT
4.9%
3.3%
1.6%
0.8%
0.0%
0.0%
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: 9.0 % SIONA AN SPEED: 27.1 MPH
PERCENT IN PACE: 82.8 % FMS S CENTILE SPEED: 22.9 MPH
PERCENT UNDER PACE: 8.2 0� �QOQQ . TpC,
w
w
Second-35
PTR
STATE OF ��
UMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
x
34
x
33
x
32
x
31
x
30
29
x
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21
x
20
X
19x
18x
17x
16
X
15x
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.2%
97.5%
96.7%
95.1%
91.0% }PACE
85.2% )PACE
78.7% }PACE - - 85PCT
68.0% )PACE
60.7% }PACE
48.4% )PACE - - -MEAN
40.2% )PACE
32.0% )PACE
21.3% )PACE
15.6% )PACE
8.2% --- 15PCT
4.9%
3.3%
1.6%
0.8%
0.0%
0.0%
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: 9.0 % SIONA AN SPEED: 27.1 MPH
PERCENT IN PACE: 82.8 % FMS S CENTILE SPEED: 22.9 MPH
PERCENT UNDER PACE: 8.2 0� �QOQQ . TpC,
w
w
Second-35
PTR
STATE OF ��
n
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
SPRING STREET HIGH ST / PRINCETON AVE TO LOS ANGLELES AVF
DATE: 4/17/2006 SURVEY BY: C. BUENDIA
TIME: 2:15 PM - 3:00 PM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SOUTH OF 2ND ST
4/17/2006
41.4 MPH
33 - 42 MPH
72.8%
40 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 11
TOTAL ACCIDENTS 46
ANNUAL ACCIDENT RATE 3.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 1.64 ACCIDENTS PER MVM SPEED RELATED ONLY)
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
13,650
2 LANES PER DIRECTION
SIGNAL - HIGH / 2ND / LOS ANGELES
AT HIGH / 2ND / LOS ANGELES
YES / FEW
YES
NO STOPPING ANYTIME
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
0.45
VERTICAL CURVE
NONE
HORIZONTAL CURVE
NONE
LATERAL VISIBILITY
GOOD
ROAD CONDITIONS
GOOD
SIDEWALKS/DRIVEWAYS
YES / FEW
STREET LIGHTING
YES
OTHER I PARTIAL RAISED MEDIAN ISLAND / PAITNED ISLAND n/o SECOND
ADJACENT LAND USE RESIDENTIAL non -rontin / POLICE STATION / COMMERCIAL / RxR XING
RECOMMENDED SPEED LIMIT 40 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
The recommended 40 mph speed limit is 1.4 mph below the 85th percentile speed.
File: Spring -36
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI SPRING STREET
DATE: 4/17/2006
TRAP- 7.11; PIA - i -nn DRA
HIGH ST / PRINCETON AVE TO LOS ANGLE
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
1 00.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
100.0%
100.0%
59
100.0%
100.0%
58
100.0%
100.0%
57
100.0%
99.6%
561
96.5%
93.0%
x
55
88.6%
)PACE
82.9%
}PACE - - -86PCT
54
}PACE
70.2%
)PACE
62.3%
}PACE
53
)PACE
49.1%
}PACE - - -MEAN
38.2%
)PACE
52
}PACE
22.8%
}PACE
15.8%
51
--- 15PCT
7.5%
5.7%
50
1.3%
0.4%
49
0.0%
0.0%
48
0.0%
0.0%
47
0.0%
0.0%
46
0.0%
45
1
x
44
x
43
x
42
x
41
x
40
39
x
38
x
37
x
36
x
35
34
x
33
x
32
x
31
x
30
X
29
x
28
x
27
x
26
X
25
x
24
x
23
x
22
x
21x
20
x
19x
18X
17
x
16
X
15
x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
1 00.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.6%
98.7%
96.5%
93.0%
91.7%
88.6%
)PACE
82.9%
}PACE - - -86PCT
78.9%
}PACE
70.2%
)PACE
62.3%
}PACE
55.3%
)PACE
49.1%
}PACE - - -MEAN
38.2%
)PACE
29.8%
}PACE
22.8%
}PACE
15.8%
10.5%
--- 15PCT
7.5%
5.7%
2.6%
1.3%
0.4%
0.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
42 MPH
33 MPH th PERCENTILE SPEED: 41.4 MPH
11.4 % gg10NAC N SPEED: 36.1 MPH
72.8 % p�� �. STO GENTILE SPEED: 31.9 MPH
15.8 %
jK
NO Q A Spdn9-36
b
� TR
8r4 T
w
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
SPRING STREET
LOS ANGELES AVE TO PEACH HILL RD
DATE: 4/17/2006 SURVEY BY: C. BUENDIA
TIME: 3:15 PM - 3:45 PM CHECKED BY: JERRY STOCK
✓AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SOUTH OF BRIDGE OF ARROYO SIMI RIVERBED
4/17/2006
47.2 MPH
38 - 47 MPH
77.8%
45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 2
TOTAL ACCIDENTS 12
ANNUAL ACCIDENT RATE 0.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.24 ACCIDENTS PER MVM SPEED RELATED ONLY)
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKSIDRIVEWAYS
STREET LIGHTING
OTHER
11,700
1 LANE PER DIRECTION
SIGNAL - LOS ANGELES / PEACH HILL
AT LOS ANGELES / PEACH HILL (sch)
FEW / YES
FEW
NO STOPPING ANYTIME
DESIGNATED BIKE LANES / SCHOOL BUSES
0.66
SLIGHT - GRADUAL UP/DOWNHILL GRADES
GRADUAL - MODERATE "S "CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES /NO
YES
RAISED MEDIAN ISLAND
NARROW ROADWAY
ADJACENT LAND USE RESIDENTIAL fnon -rontin / COMMERCIAL at Los Angeles) / HOLY CROSS CHURCH
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
JUSTIFICATION:
The recommended 40 mph speed limit is 2.2 mph below the 85th percentile speed.
File: spring -37
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI SPRING STREET
DATE: 4/17/2006
TIME- 4.19; DRA _ '•Ac nu
LOS ANGLELES AVE TO PEACH HILL RD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
98.4%
97.3%
54
92.4%
88.1%
53
)PACE --- 85PCT
52
51
50
x
49
x
48
x
47
x
46
x
45
x
44
43
x
42
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
X
33
x
32
x
31x
30
x
29
x
28
x
27
x
26
x
25
x
24
X
23
x
22
x
21x
20
x
19x
18
x
17
x
16
x
15X
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5%
98.4%
98.4%
97.3%
94.1%
92.4%
88.1%
84.3% )
)PACE --- 85PCT
UPPER LIMIT 10 MPH PACE: 47 MPH
LOWER LIMIT 10 MPH PACE: 38 MPH h PERCENTILE SPEED: 47.2 MPH
PERCENT OVER PACE: 15.7 % gi SPEED: 43.0 MPH
PERCENT IN PACE: 77.8 % QQO �. ENTILE SPEED: 38.8 MPH
PERCENT UNDER PACE: 6.5 % o v O i
d , 0% f' Spring -37
* y`l TR AFF�G Q�
O
sTgTE OF �P�\
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
SPRING STREET PEACH HILL RD TIFRRA RFAene on
r__ 4/1 irzvub SURVEY BY: C. BUENDIA
TIME: 3:45 PM - 4:30 PM CHECKED BY: JERRY STOCK
VAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
NORTH OF CHRISTIAN BARRETT
4/17/2006
47.4 MPH
39 - 48 MPH
71.2%
45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 2
TOTAL ACCIDENTS 3
ANNUAL ACCIDENT RATE 0.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 1 0.32 ACCIDENTS PER MVM SPEED RELATED ONLY)
TRAFFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
8,700
1 LANE PER DIRECTION
SIGNAL - PEACH HILL / TIERRA REJADA
AT PEACH HILL / TIERRA REJADA
YES / YES
NO STOPPING ANYTIME
NO STOPPING ANYTIME
DESIGNATED BIKE LANES
KEEP CLEAR (SB) AT CHRISTIAN BARRETT
0.66
SLIGHT - GRADUAL UP/DOWNHILL GRADES
SLIGHT - GRADUAL "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES / NO
YES
RAISED MEDIAN ISLAND
NARROW ROADWAY
ADJACENT LAND USE RESIDENTIAL fnon- rontin / COMMERCIAL at Tierra Re'ada
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO CHANGE
f1FICATION:
The recommended 45 mph speed limit is 2.4 mph below the 85th percentile speed.
File: Spring -38
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI SPRING STREET
DATE: 4/17/2006
TIMF• 3•d5 PRA _ A•4n ou
PEACH HILL RD TIERRA REJADA RD
SURVEY BY: C. BUENDIA
BY: JERRY STOCK
SPEED 20 O 6
C�MMULAI IVE PEROCENT
60 80 100
59
58
57
56
55
54
53
52
51 x
50 x
49 x
48 x
47 x
45 x
x
`4 x
43 x
42 x
41 x
40 x
39 x
38 x
37 x
36 x
35 x
34 X
33 x
32 x
31 X
30 x
29 x
28 x
27 X
26 x
25 x
24 x
23 x
22 x
21x
20 x
19x
18 x
17x
16 x
15 x
UPPER LIMIT 10 MPH PACE:
48
MPH
LOWER LIMIT 10 MPH PACE:
PERCENT
39
MPH
OVER PACE:
17.1
% QQ,OFESSIp
J s1'
PERCENT IN PACE:
71.2
% �QP�O
PERCENT UNDER PACE:
17.1
% �2 0
(s NO 2049
uj
�A��G
FOF CA1�F
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5 %
98.5 %
96.6%
95.1
91.2%
88.3% }PACE
82.9% )PACE --- 85PCT
77.1% }PACE
70.7% }PACE
61.5% }PACE
53.7% }PACE
46.8% }PACE • - - -MEAN
37.1% }PACE
30.7% }PACE
22.0% }PACE
17.1%
11.7% --- 15PCT
9.3%
6.3%
4.4%
2.9%
2.4%
1.5%
1.5%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
ERCENTiLE SPEED: 47.4
SPEED: 42.5
GENTILE SPEED: 37.6
� m -
m
MPH
MPH
MPH
Spring-38
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
ERCENTiLE SPEED: 47.4
SPEED: 42.5
GENTILE SPEED: 37.6
� m -
m
MPH
MPH
MPH
Spring-38
n
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
TIERRA REJADA ROAD EAST CITY LIMIIT TO SPRIN[: CT
LHA I C: 411 ulzuub SURVEY BY: C. BUENDIA
TIME: 11:15 AM - 12:00 PM CHECKED BY: JERRY STOCK
VAIUNG SPEED DATA
LOCATION OF SURVEY
WEST OF 23 FREEWAY
DATE OF SURVEY
4/10/2006
85th PERCENTILE
48.8 MPH
10 MPH PACE
41 - 50 MPH
PERCENT IN PACE
79.6%
POSTED SPEED LIMIT
45 MPH
IDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 29
TOTAL ACCIDENTS 39
ANNUAL ACCIDENT RATE 9.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACCJMILLION VEH. MILES 0.82 ACCIDENTS PER MVM SPEED RELATED ONLY)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
41,700
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
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
0.77
VERTICAL CURVE
SLIGHT UP/DOWNHILL GRADES
HORIZONTAL CURVE
SLIGHT "C" CURVES
LATERAL VISIBILITY
GOOD
ROAD CONDITIONS
GOOD
SIDEWALKS/DRIVEWAYS
YES / NO
STREET LIGHTING
YES
OTHER
RAISED MEDIAN ISLAND
DIRT SHOULDERS EB SUNSET VALLEY TO FWY
ADJACENT LAND USE RESIDENTIAL fnon -rontin / OPEN - AGRICULTURE
(RECOMMENDED SPEED LIMIT 1 45 MPH
LIMIT CHANGE NO
This section of Tierra Rejada is a four lane roadway. it is posted at 45 mph. Field observation include short
distances between signals, painted bike lanes, "No Stopping Anytime ", truck traffic, and slight vertical and horizontal
curves. The speed data shows an 85th percentile speed of 48.8 mph and a 10 mph pace range of 41 to 50 mph.
The three year accident research revealed that 29 of the 39 reported accidents were speed related. With such a
high speed related accident rate, it is recommended that the existing 45 mph speed remain rather than a hiaher
Fite: rmffa Rejada -39
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI TIERRA REJADA ROAD
DATE: 4/10/2006
TIME- 11.1 eM _ lien pRA
EAST CITY LIMIIT TO SPRING ST
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
41
59
85th PERCENTILE SPEED: 48.8 MPH
58
13.6
57
IAN SPEED: 44.6 MPH
56
79.6
55
��SSIO CENTILE SPEED: 40.6 MPH
95.8%
11.5
92.1%
�� 1. S T
54
)PACE
86.4%
}PACE
80.1%
}PACE --- 85PCT
53
}PACE
62.8%
)PACE
55.5%
X
52
)PACE - - -MEAN
29.8%
}PACE
23.0%
x
51
)PACE
11.5%
--- 15PCT
6.8%
x
50
2.1%
1.0%
x
49
0.0%
0.0%
X
48
0.0%
0.0%
x
47
0.0%
x
x
`6
0.0%
x
45
0.0°x6
x
0.0%
44
0.0%
X
0.0%
43
x
0.0%
42
x
41
x
40
x
39
x
38
x
37
x
36
X
35
X
34
X
33
X
32
x
31X
30
x
29
x
28
X
27
Ix
X
26X
25
24
x
23
x
22
x
21X
20
x
19X
18x
17X
16x
15x
100.0%
50
100.0%
100.0%
41
100.0%
85th PERCENTILE SPEED: 48.8 MPH
100.0%
13.6
99.0%
IAN SPEED: 44.6 MPH
97.9`Yo
79.6
95.8%
��SSIO CENTILE SPEED: 40.6 MPH
95.8%
11.5
92.1%
�� 1. S T
91.1%
)PACE
86.4%
}PACE
80.1%
}PACE --- 85PCT
71.2%
}PACE
62.8%
)PACE
55.5%
?PACE
42.9%
)PACE - - -MEAN
29.8%
}PACE
23.0%
)PACE
17.3%
)PACE
11.5%
--- 15PCT
6.8%
3.1%
2.1%
1.0%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0 °r6
0.0%
0.0%
0.0%
0.0°x6
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
50
MPH
LOWER LIMIT 10 MPH PACE:
41
MPH
85th PERCENTILE SPEED: 48.8 MPH
PERCENT OVER PACE:
13.6
%
IAN SPEED: 44.6 MPH
PERCENT IN PACE:
79.6
%
��SSIO CENTILE SPEED: 40.6 MPH
PERCENT UNDER PACE:
11.5
%
�� 1. S T
N 0 NO 2p49 * Tierra Rejada -39
yb �
Lxr \p
L TR PS- p2
ST4TE OF
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
TIERRA REJADA ROAD SPRING ST TO PEACH HILL RD
UAI t: 4 /1UrMb SURVEY BY: C. BUENDIA
TIME: 10:30 AM - 11:15 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
EAST OF HAMPTON
4/10/2006
50.4 MPH
42 - 51 MPH
77.1%
45 MPH
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 6
TOTAL ACCIDENTS 30
ANNUAL ACCIDENT RATE 2.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.19 ACCIDENTS PER MVM SPEED RELATED ONLY)
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
28,900
2 LANES PER DIRECTION
SIGNAL - PEACH HILL / SPRING
AT PEACH HILL / SPRING
YES /YES
YES
NO STOPPING ANYTIME
DESIGNATED / PAINTED BIKE LANES
ELECTRONIC DIGITIAL SPEED INDICATOR
0.98
SLIGHT - GRADUAL UP AND DOWNHILL GRADES
GRADUAL - MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES /NO
YES
RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL (Mon-fronting) / COMMERCIAL at Spring)
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO
This portion of Tierra Rejada is a four lane arterial roadway with a 45 mph speed limit Field observations include designated
bike lanes, no stopping anytime, raised median island, gradual to moderate horizontal and vertical curves. The sight distance is
limited at these curves. Tierra Rejada is a speed concern to the City as electronic digital speed readouts have been installed to
show drivers their current speed. The accident research resulted with 6 speed related accidents of the 30 accidents reported in
a three year period. The speed data results show an 85th percentile speed of 50.6 mph and a 10 mph pace range of 42 to 51
mph. Taking into consideration of the roadway conditions and the high speed related accident rate, it is recommended that the
existing 45 mnh be maintained
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI TIERRA REJADA ROAD
DATE: 4/10/2006
TINIF• in--,An AU _ 11.14 ARe
SPRING ST TO PEACH HILL RD
SURVEY BY: C. BUENDIA
CHECKED BY. JERRY STOCK
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
42
59
85th PERCENTILE SPEED: 50.4 MPH
58
12.4
57
IAN SPEED: 45.7 MPH
56
77.1
55
GENTILE SPEED: 41.6 MPH
91.7%
10.6
87.6%
)PACE
54
)PACE --- 85PCT
73.9%
IPACE
68.8%
)PACE
53
}PACE
51.8%
)PACE
45.0%
x
52
}PACE
24.8%
}PACE
17.4%
x
51
- - .15PCT
7.3%
4.6%
x
50
0.9%
0.5%
x
49
0.0%
x
48
0.0%
x
47
0.0%
x
46
0.0%
x
0.0%
45
0.0%
x
0.0%
44
x
0.0%
43
x
0.0%
42
x
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
x
33
x
32
x
31
x
30
x
29
X
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21
x
20
x
19
x
18
X
17x
16
x
15 lx
100.0%
51
100.0%
100.0%
42
100.0%
85th PERCENTILE SPEED: 50.4 MPH
100.0%
12.4
100.0%
IAN SPEED: 45.7 MPH
99.1%
77.1
96.8%
GENTILE SPEED: 41.6 MPH
91.7%
10.6
87.6%
)PACE
83.5%
)PACE --- 85PCT
73.9%
IPACE
68.8%
)PACE
61.0%
}PACE
51.8%
)PACE
45.0%
}PACE • - - -MEAN
32.6%
}PACE
24.8%
}PACE
17.4%
}PACE
10.6%
- - .15PCT
7.3%
4.6%
2.3%
0.9%
0.5%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
UPPER LIMIT 10 MPH PACE:
51
MPH
LOWER LIMIT 10 MPH PACE:
42
MPH
85th PERCENTILE SPEED: 50.4 MPH
PERCENT OVER PACE:
12.4
%
IAN SPEED: 45.7 MPH
PERCENT IN PACE:
77.1
%
GENTILE SPEED: 41.6 MPH
PERCENT UNDER PACE:
10.6
%
�igSIOU�h�
�. S To
QQ�
W Lm Mpg 9 Twffa Rejada-40
(9
cn NO.2
yb � xt
�0
TRAFF c�OQ
STATE OF (I
■ENEM
SEMEN
42_ as
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
TIERRA REJADA ROAD PEACH HILL RD TO MOUNTAIN TRAIL. ST
DATE: 4/10/2006
TIME: 9:45 AM -
✓AILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
SURVEY BY: C. BUENDIA
10:30 AM CHECKED BY: JERRY STOCK
EAST OF MTN MEADOW
4/10/2006
49.1 MPH
41 - 50 MPH
87.0%
45 MPH / 25 MPH*
ACCIDENT HISTORY
NO. OF MONTHS OBSERVED 36
SPEED - RELATED ACCIDENTS 8
TOTAL ACCIDENTS 22
ANNUAL ACCIDENT RATE 2.67 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES 0.33 ACCIDENTS PER MVM SPEED RELATED ONLY)
FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN /BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS /DRIVEWAYS
STREET LIGHTING
OTHER
19,500
2 LANES PER DIRECTION
SIGNAL - MTN TRAIL / MTN MEADOW / WALNUT CREEK / PEACH HILL
AT MTN TRAIL / MTN MEADOW (sch) / WALNUT CREEK / PEACH HILL
YES /YES
YES
NO STOPPING ANYTIME
DESIGNATED PAINTED BIKE LANES
FLASHING ELECTRONIC DIGITAL SPEED INDICATOR
1.15
SLIGHT UP AND DOWNHILL GRADES
GRADUAL - MODERATE "S" CURVES
LIMITED SIGHT DISTANCE
GOOD
YES /NO
YES
RAISED MEDIAN ISLAND
BUS PULL -OUTS
ADJACENT LAND USE RESIDENTIAL fnon- fronting) / TIERRA REJADA PARK / MTN MEADOW ELEM SCH
RECOMMENDED SPEED LIMIT 45 MPH
SPEED LIMIT CHANGE NO
PFICATION:
The section of Tierra Rejada Road continues the roadway features of the adjacent segments. It continues with two lanes of
travel in each direction, no stopping anytime, and gradual to moderate "S" curves creating areas of limited sight distance. Tierra
Rejada is a speed concern to the City as electronic digital speed readouts have been installed to show drivers their current
speed. The accident research revealed that 8 of the 22 accidents reported were speed related. Given the roadway curves and
areas of limited sight. distance and a high speed related accident rate, it is recommended that the existing 45 mph be
maintained, although, the speed data may suggest a high speed.
' 25 mph When Children Present, School Zone File: Tierra Rejada -41
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI TIERRA REJADA ROAD
DATE: 4/10/2006
TiMF• 0-AA AA/ 4n.13n AR■
PEACH HILL RD TO MOUNTAIN TRAIL ST
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
50 MPH
41 MPH
5.5 %
87.0 %
7.5 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5%
99.5%
98.5%
97.5%
94.5% }PACE
84.5% )PACE --- 85PCT
78.5% )PACE
70.0% }PACE
60.5% )PACE
50.5% )PACE
38.5% )PACE - - -MEAN
28.0% }PACE
19.0% )PACE
13.5% )PACE - - -15PCT
7.5%
4.0%
3.0%
1.0%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
�Q"OJ.ST0 �N",
cl-
Q).
(5 NO.2049 ,c
S 6�
J, TR AV- \�C
�r4rE Of GF
SPEED:
49.1 MPH
45.0 MPH
41.3 MPH
Twm Rejada -4i
CUOMMULATIVE PERCENT
SPEED
20 60 80 100
60
59
58
57
56
55
54
53
52
51
50
x
49
x
48
x
47
x
46
x
45
x
44
43
x
42
41
x
40
x
39
x
38
x
37
x
36-X
35
x
34
x
33
x
32
X
31
x
30
X
29
x
28
x
27
x
26
x
25
x
24
x
23
x
22
x
21x
20
x
19x
18x
17x
16 x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
50 MPH
41 MPH
5.5 %
87.0 %
7.5 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
99.5%
99.5%
98.5%
97.5%
94.5% }PACE
84.5% )PACE --- 85PCT
78.5% )PACE
70.0% }PACE
60.5% )PACE
50.5% )PACE
38.5% )PACE - - -MEAN
28.0% }PACE
19.0% )PACE
13.5% )PACE - - -15PCT
7.5%
4.0%
3.0%
1.0%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
�Q"OJ.ST0 �N",
cl-
Q).
(5 NO.2049 ,c
S 6�
J, TR AV- \�C
�r4rE Of GF
SPEED:
49.1 MPH
45.0 MPH
41.3 MPH
Twm Rejada -4i
MCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
TIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANr;F1 Gc AV=
vht C: 4 11 U /LUUfi SURVEY BY: C. BUENDIA
TIME: 9:00 AM - 9:45 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
NORTH OF COUNTRYWOOD
DATE OF SURVEY
4/10/2006
85th PERCENTILE
47.7 MPH
10 MPH PACE
41 - 50 MPH
PERCENT IN PACE
80.7
POSTED SPEED LIMIT
45 MPH / 25 MPH"
IDENT HISTORY
NO. OF MONTHS OBSERVED
36
SPEED - RELATED ACCIDENTS
7
TOTAL ACCIDENTS
20
ANNUAL ACCIDENT RATE
2.33 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
ACC./MILLION VEH. MILES
0.53 ACCIDENTS PER MVM (SPEED RELATED ONLY)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
13,650
LANE CONFIGURATION
2 LANES PER DIRECTION
TRAFFIC CONTROLS
SIGNAL - LOS ANGELES / COUNTRYWOOD / MTN TRAIL / SHOP CTR ENT
CROSSWALKS
AT LOS ANGELES / COUNTRYWOOD (sch) / MTN TRAIL (sch) / SHOP CTR ENT (sch)
PEDESTRIAN/BICYCLES
YES / YES
TRUCK TRAFFIC
YES
ON- STREET PARKING
NO STOPPING ANYTIME
OTHER
DESIGNATED BIKE LANES
ELECTRONIC DIGITAL SPEED READOUT
,DWAY FACTORS
LENGTH OF SEGMENT (MILES)
0.89
VERTICAL CURVE
SLIGHT UP AND DOWNHILL GRADES
HORIZONTAL CURVE
GRADUAL "S" CURVES
LATERAL VISIBILITY
LIMITED SIGHT DISTANCE (btwn Countrywood to Mtn Trail)
ROAD CONDITIONS
GOOD
SIDEWALKS/DRIVEWAYS
YES / FEW
STREET LIGHTING
YES
OTHER
RAISED MEDIAN ISLAND
ADJACENT LAND USE RESIDENTIAL fnon- fronting) / MOORPARK HS / COMMERCIAL / COMMUNITY PARK
RECOMMENDED SPEED LIMIT 1 45 MPH
(SPEED LIMIT CHANGE I NO
JUSTIFICATION:
This section of Tierra Rejada Road is a four lane roadway. The posted speed limit is 45 mph. Tierra Rejada Road is an area
that is a speed concern to the City as there are electronic digital speed readouts installed at various areas along the entire
roadway between Los Angeles Avenue to East City Limits. The accident research revealed that 7 of the 20 accidents reported
with a three year period were speed related. Taking into consideration the roadway curvature, areas of limited sight distance,
and the high speed accident rate, it is recommended that the ebsting 45 mph remain.
25 mph When Children Present, school Zone
File: Tierra Rejada -42
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
HCI TIERRA REJADA ROAD
DATE: 4/10/2006
TiUg=- u•nn Au n Ac A..
MOUNTAIN TRAIL ST TO LOS ANGELES AVE
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
50 MPH
41 MPH
3.2 %
80.7 %
16.0 %
100.0%
100.0%
100.0%
100.0%
100.00
100.0%
100.0%
100.0%
100.0%
98.9%
96.8% )PACE
90.9% )PACE
87.7% )PACE
78.6% )PACE --- 85PCT
66.8% }PACE
56.7% )PACE
43.3% )PACE • - - -MEAN
32.6% )PACE
27.39/6 )PACE
20.9% )PACE
16.0%
11.8% --- 15PCT
8.6%
6.4%
3.7%
2.7%
1.6%
1.1%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0°x6
0.0%
0.0%
0.0%
85th PERCENTILE SPEED: 47.7 MPH
N SPEED: 44.5 MPH
QQpFOS� I S �kS CENTILE SPEED: 39.8 MPH
J Q� OC,
uj
C7 140.2o49 Tierra Rejada42
qTF OF CpL��`pQ�
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
x
48
x
47
x
46
x
45
x
44
x
43
x
42
x
41
x
40
x
39
x
38
x
37
x
36
x
35
x
34
X
33
x
32
x
31x
30
X
29
x
28
x
271
X
26
x
25
x-
24
x
23
x
22
x
21x
207
19x
18
x
17
x
16x
15 x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
50 MPH
41 MPH
3.2 %
80.7 %
16.0 %
100.0%
100.0%
100.0%
100.0%
100.00
100.0%
100.0%
100.0%
100.0%
98.9%
96.8% )PACE
90.9% )PACE
87.7% )PACE
78.6% )PACE --- 85PCT
66.8% }PACE
56.7% )PACE
43.3% )PACE • - - -MEAN
32.6% )PACE
27.39/6 )PACE
20.9% )PACE
16.0%
11.8% --- 15PCT
8.6%
6.4%
3.7%
2.7%
1.6%
1.1%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0°x6
0.0%
0.0%
0.0%
85th PERCENTILE SPEED: 47.7 MPH
N SPEED: 44.5 MPH
QQpFOS� I S �kS CENTILE SPEED: 39.8 MPH
J Q� OC,
uj
C7 140.2o49 Tierra Rejada42
qTF OF CpL��`pQ�
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
UNIVERSITY DRIVE GRIFFIN LANE TO COLLINS AVE
MCI
DATE: 4/17/2006 SURVEY BY: C. BUENDIA
TIME: 8:30 AM - 9:45 AM CHECKED BY: JERRY STOCK
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
(DENT HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC./MILLION VEH. MILES
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
NORTH OF BORGES
4/17/2006
32.2 MPH
25 - 34 MPH
89.0%
30 MPH
36
0
3
0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
1,100
1 LANE PER DIRECTION
STOP - COLLINS
NONE
FEW / NO
NO
PARTIAL
AREAS OF 1 HR PKNG /AREAS OF NO PKNG 8am -8pm
0.30
NONE
GRADUAL - MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (east of Borges)
GOOD
YES /NO
YES
SOME INTERSECTION STREETS ON EAST SIDE
ADJACENT LAND USE RESIDENTIAL (fronting)
SPEED LIMIT CHANGE I NO
FICATION:
The recommended 30mph is 2.2 mph mph below the 85th percentile speed.
File: Univemily -43
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI UNIVERSITY DRIVE
DATE: 4/17/2006
TIMF• R.,qn ARA _ aer, ARA
GRIFFIN LANE TO COLLINS AVE
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
34 MPH
25 MPH
9.6 %
89.0 %
6.8 %
100.0%
100.0°/0
100.0%
100.0 °k
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
00.0%
98.6%
97.3%
95.9% )PACE
90.4% }PACE
83.6% )PACE --- 85PCT
80.8% }PACE
68.5% )PACE
61.6% }PACE
46.6% )PACE • - - -MEAN
35.6% }PACE
20.5% }PACE
13.7% )PACE --- 15PCT
6.8%
1.4%
1.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
OFESSIO N SPEED:
QQ s kF CENTI SPEED:
J�Qy 0�� m rl
No 2049
Zyf G Q
�9TF OF GP�\c
32.2 MPH
28.2 MPH
25.2 MPH
Univers4-43
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
x
34
X
33
x
32
x
31
x
30
x
29
X
28
x
27
X
26
X
25
x
24
x
23
x
22
X
21x
20
x
19x
18x
17
x
16x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
34 MPH
25 MPH
9.6 %
89.0 %
6.8 %
100.0%
100.0°/0
100.0%
100.0 °k
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
00.0%
98.6%
97.3%
95.9% )PACE
90.4% }PACE
83.6% )PACE --- 85PCT
80.8% }PACE
68.5% )PACE
61.6% }PACE
46.6% )PACE • - - -MEAN
35.6% }PACE
20.5% }PACE
13.7% )PACE --- 15PCT
6.8%
1.4%
1.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
85th PERCENTILE SPEED:
OFESSIO N SPEED:
QQ s kF CENTI SPEED:
J�Qy 0�� m rl
No 2049
Zyf G Q
�9TF OF GP�\c
32.2 MPH
28.2 MPH
25.2 MPH
Univers4-43
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
HCl � WALNUT CREEK ROAD
DATE: 4/12/2006
TIME: 1:00 PM - 2:15 PM
PREVAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
MOUNTAIN TRAIL ST TO TIERRA REJADA RD
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
SOUTH OF FOREST GLENN
4/12/2006
34.1 MPH
26 - 35 MPH
91.2%
30 MPH
ACCIDENT HISTORY
No. OF MONTHS OBSERVED 36
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)
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
,DWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
3,000
1 LANE PER DIRECTION
SIGNAL - TIERRA REJADA / STOP - HILLSIDE / MTN TRAIL
AT TIERRA REJADA / MTN TRAIL (sch)
FEW / YES
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES
0.80
SLIGHT UP/DOWNHILL GRADES
MODERATE - SWEEPING "S" CURVES
LIMITED SIGHT DISTANCE (areas of very)
GOOD
YES /NO
YES
DBL YELLOW CENTERLINE /BUS PULL -OUTS
ADJACENT LAND USE RESIDENTIAL (non-fronting)
RECOMMENDED SPEED LIMIT T 30 MPH
SPEED LIMIT CHANGE NO
JUSTIFICATION:
This portion of Walnut Creek Road has one lane of travel in each direction. It is currently has a posted speed limit of 30 mph.
The speed survey resulted with an 85th percentile speed of 34.1 mph and a 10 mph pace range of 26 to 35 mph. The roadway
has slight up- downhill grades with moderate to sweeping "S" curves. The sight distance is very limited at these curves. With
that it is recommended that the existing 30 mph speed limit be maintained rather than a higher speed that the speed data may
suaae_st
File: Wakm Creek -44
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI WALNUT CREEK ROAD
DATE: 4/12/2006
TIUP 1 •M DRA 1) ou
MOUNTAIN TRAIL ST TO TIERRA REJADA RD
SURVEY BY: C. BUENDIA
CHECKED BY JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.2%
98.2%
95.6%
93.8% }PACE
84.1% )PACE --- 85PCT
77.9% }PACE
66.4% }PACE
58.4% }PACE
42.5% )PACE - - -MEAN
28.3% )PACE
19.5% )PACE
12.4% )PACE --- 15PCT
6.2% }PACE
2.7%
0.9%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
35 MPH
26 MPH ERCENTILE SPEED: 34.1 MPH
6.2 % �FESSI SPEED: 30.5 MPH
91.2 % OQQ �,O PStb ENTILE SPEED: 27.4 MPH
2.7 % � LUQP
cn t3 N� 2p49
y G G walnut creek as
g
S RAFF� pQ�
9TE OF
C MULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
x
34
x
33
x
32
x
31
x
30
x
29
x
28
27
x
26
x
25
x
24
x
23
x
22
x
21x
20
X
19
x
18
x
If
16x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
98.2%
98.2%
95.6%
93.8% }PACE
84.1% )PACE --- 85PCT
77.9% }PACE
66.4% }PACE
58.4% }PACE
42.5% )PACE - - -MEAN
28.3% )PACE
19.5% )PACE
12.4% )PACE --- 15PCT
6.2% }PACE
2.7%
0.9%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
35 MPH
26 MPH ERCENTILE SPEED: 34.1 MPH
6.2 % �FESSI SPEED: 30.5 MPH
91.2 % OQQ �,O PStb ENTILE SPEED: 27.4 MPH
2.7 % � LUQP
cn t3 N� 2p49
y G G walnut creek as
g
S RAFF� pQ�
9TE OF
HCI
ENGINEERING AND TRAFFIC SURVEY
CITY OF MOORPARK
WALNUT CREEK ROAD TIERRA REJADA RD TO MAINTAIN UPAnnw nonir
vr� C: 4 /17JLUUfi SURVEY BY: C. BUENDIA
TIME: 11:30 AM - 12:45 PM CHECKED BY: JERRY STOCK
VAILING SPEED DATA
LOCATION OF SURVEY
DATE OF SURVEY
85th PERCENTILE
10 MPH PACE
PERCENT IN PACE
POSTED SPEED LIMIT
(DENT HISTORY
NO. OF MONTHS OBSERVED
SPEED - RELATED ACCIDENTS
TOTAL ACCIDENTS
ANNUAL ACCIDENT RATE
ACC./MILLION VEH. MILES
FFIC FACTORS
AVERAGE DAILY TRAFFIC
LANE CONFIGURATION
TRAFFIC CONTROLS
CROSSWALKS
PEDESTRIAN/BICYCLES
TRUCK TRAFFIC
ON- STREET PARKING
OTHER
ROADWAY FACTORS
LENGTH OF SEGMENT (MILES)
VERTICAL CURVE
HORIZONTAL CURVE
LATERAL VISIBILITY
ROAD CONDITIONS
SIDEWALKS/DRIVEWAYS
STREET LIGHTING
OTHER
EAST OF HAVENCREST
4/12/2006
39.3 MPH
31 - 40 MPH
86.9%
30 MPH
36
0
1
0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY)
0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY)
1,250
1 LANE PER DIRECTION
SIGNAL - TIERRA REJADA
AT TIERRA REJADA
FEW / FEW
NO
NO STOPPING ANYTIME
DESIGNATED BIKE LANES
/ STOP - MTN MEADOW
0.51
SLIGHT - GRADUAL UP /DOWNHILL GRADES
MODERATE "S" CURVES
LIMITED SIGHT DISTANCE (areas of)
GOOD
YES /NO
YES
DOUBLE YELLOW CENTERLINE
ADJACENT LAND USE RESIDENTIAL (non-frontinall
RECOMMENDED SPEED LIMIT 35 MPH
[SPEED. LIMIT CHANGE vlrc
11FICATION:
This portion of Walnut Creek Road has one lane of travel in each direction. It is currently has a posted speed limit of 30 mph.
The speed survey resulted with an 85th percentile speed of 39.3 mph and a 10 mph pace range of 31 to 40 mph. The roadway
has slight up- downhill grades with moderate "S" curves. The sight distance is very limited at these curves. With that, it is
recommended that the existing 30 mph speed limit be increased to 35 mph rather than a 40 mph speed that the speed data
maV sUUOeSt. ft is noted. that a 40 mnh cr%a.A
File: Walnut Creek -45
RADAR SPEED DISTRIBUTION SHEET
CITY OF MOORPARK
MCI WALNUT CREEK ROAD
DATE: 4/12/2006
TIM=- 11 -,An ARe 4) •wc rn�
TIERRA REJADA RD TO MTN MEADOW DR
SURVEY BY: C. BUENDIA
CHECKED BY: JERRY STOCK
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
40 MPH
31 MPH
7.5 %
86.9 %
5.6 %
100.0%
CUMMULATIVE PERCENT
SPEED
20 40 60 80 100
60
59
58
57
56
55
100.0%
100.0%
54
100.0%
100.0%
53
100.0%
100.0%
52
97.2%
96.3%
51
92.5%
}PACE
82.2%
}PACE --- 85PCT
50
}PACE
62.6%
}PACE
55.1%
}PACE
49
}PACE • - - -MEAN
29.9%
}PACE
21.5%
}PACE
48
)PACE
8.4%
)PACE --- 15PCT
5.6%
47
0.9%
0.0%
46
0.0%
0.0 °k
45
0.0%
0.0%
44
0.0%
0.0%
43
0.0%
0.0%
42
x
41
x
40
x
39
x
38
x
37
x
x
36
X
35
x
34
x
33
x
32
x
31
x
30
x
29
X
28
x
27
x
26
x
251
x
24
x
23
x
22
x
21x
20
x
19x
18x
17
x
16 x
15x
UPPER LIMIT 10 MPH PACE:
LOWER LIMIT 10 MPH PACE:
PERCENT OVER PACE:
PERCENT IN PACE:
PERCENT UNDER PACE:
40 MPH
31 MPH
7.5 %
86.9 %
5.6 %
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
100.0%
97.2%
96.3%
94.4%
92.5%
}PACE
82.2%
}PACE --- 85PCT
72.0%
}PACE
62.6%
}PACE
55.1%
}PACE
43.9%
}PACE • - - -MEAN
29.9%
}PACE
21.5%
}PACE
16.8%
)PACE
8.4%
)PACE --- 15PCT
5.6%
2.8%
0.9%
0.0%
0.0%
0.0%
0.0 °k
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
RCENTILE SPEED:
�FESS S
��eopJ1
s N0.2049
qT OF CI�� -�F
SPEED:
39.3 MPH
35.5 MPH
31.8 MPH
alnut Creek -45
APPENDIX B
Tuning Fork
(Perti ficate of .accuracy
This is to certify that on -7-- 2 y —Gvl tuning fork Serial No. 2 7K 9717'
was tested and found to oscillate at Z cycles per second. Such
oscillation causes a doppler radar operating in the /t- band to read mph.
When operated over the temperature of -22F to +140F no correction is required.
RHF Inc. ter -- �-
Radar Repair Signed
16202 Keats Cir., Westminster, CA 92683
(Perti ficate of calibration
This is to certify that all applicable test and measurements have been made on Model's r a
Doppler Traffic Radar Serial No. % ?/ ?1V- Operating Frequency Band.
The aforesaid radar meets and exceeds all manufacturer's specifications.
Date:
Signed
RHF Inc.
Radar Repair
16202 Keats Cir., Westminster, CA 92683
Radar Certification
Certificate of Completion and Competency
DOPPLER RADAR OPERATION
NJTO at 8t.tend,ia.
L
Titleeca
Department. Trams Ortdtion
has successfully complefod a course of instruction in the
operation of Moving Car and Sta(lonary Dopplor Radar ond.is
deem iod compefont to. utilize th me Dopplor ar to do-
formino tho velocityolmot es.
7/23/91
'Inst 'for _ — •�
.✓® �1u iilY� 51—a 910 East Ninth Street
j Owensboro, KY 42901
Subsidiaries of MPO, Inc. (502) 005.0200