HomeMy WebLinkAbout032797 PTS AgendaIn complianc~ wi~h the Americans with Disabilities Act, ff you need special assistance to parfx(xpar~ in this meeting, please contact
the office of the City Clerk at (909) 694-6~.44. Notification 48 hours prior to a meeting will cnablc thc City to makc reasonable
arrangements to ensure accessibility to that roecling [:28 CFR35.102.35.104 ADA Title I1]
CALL TO ORDER:
FLAG SALUTE
ROLL CALL:
PUBLIC COMMENTS
AGENDA
TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION
TO BE HELD AT
CITY HALL, COUNCIL CHAMBERS
43200 Business Park Drive
Temecula, California
Thursday, March 27, 1997 - 7:00 PM
COMMISSIONERS: Coe, Guerriero, Johnson, Perry, Markham
A total of 15 minutes is provided so members of the public can address the Commission on items that are not
listed on the Agenda. Speakers are limited to two (2) minutes each. If you desire to speak to the Commission
about an item not listed on the Agenda, a pink "Request to Speak" form should be filled out and filed wi~h
the Commission Secretary.
When you are called to speak, please come forward and state your name and address.
For all o~her ageadd items, a "Request to Speak" form must be filed with the Recording Secretary before the
Commission gets to that item. There is a five (5) minute time limit for individual speakers.
NOTICE TO THE PUBLIC
All matters listed under Consent Calendar are considered to be routine and all will be enacted by one
roll call vote. There will be no discussion of these items unless members of the Public/Traffic Safety
Commission request specific items be removed from the Consent Calendar for separate action.
COMMISSION CONSENT CALENDAR
1. Minutes of February 27, 1997
RECOMMENDATION:
1.1 Approve the Minutes of February 27, 1997
COMMISSION BUSINESS
2. Speed Limit and "Stop" Sien Installation on Via Norte and Del Rey Road
RECOMMENDATION:
2.1 1) The City Council adopt an ordinance re-affirming the 35 mph speed limit on Via
Norte and Del Rey Road.
2) The City Council adopt a resolution establishing an "All-Way Stop" at the
intersections of:
a. Del Rey Road at Solana Way
b. Del Rey Road at Avenida Del Reposo
3. Request for Crils~walk and School Crossthe Traffic Signal Rancho Vista Road at Casnino Romo
RECOMMENDATION:
3.1 That the Public/Traffic Safety Commission deny the request for installation of a crosswalk
and a school crossing U'affie signal on Rancho Vista Road at Camino Romo.
4. Speed Limit - Corte Cantera Between Calle Aranda and its Easterly End
RECOMMENDATION:
4, 1 That the Publie/Traffic Safety Commission recommend that the City Council adopt an
ordinance establishing a speed limit on Corte Cantera.
5. SIs~ed Limit - Cabrillo Avenue Between Val!~o Avenue and .ledediah Smith Road
RECOMMENDATION:
5.1 That the Public/Traffic Safety Commission recommend that the City Council adopt an
ordinance establishing a speed limit on Cabrillo Avenue.
6. S0eed Limit - Mor~4ra Road between Margprita Road and Rancho California Road
RECOMMENDATION:
6. l That the Public/Traffic Safety Commission recommend to the City Council, adoption of a
resolution re-aifuming the speed limit on Moraga Road between Margarita Road and Rancho
California Road.
7. Speed Limit - Ynez Road between Rancho California Road and Winchester Road
RECOMMENDATION:
7.1 That the Public/Traffic Safety Commission recommend that the City Council, adopt an
ordinance re-affirming the speed limit on Ynez Road between Rancho California Road and
Winchester Road.
10.
11.
1Z
On-Street parkir~ - Citywide (Discussion Item}
RECOMMENDATION:
8.1 That the Public/Traffic Safety Commission review the existing parking restriction on
circulation streets and discuss the citywide on-street parking prohibition and bike lane
facilities.
Traffic Engineer's Report
Police Chief's Report
Fire Chief's Report
Commission Report
AD.IOURNMENT
The next regular meeting of the City of Temecula Public/Traffic Safety Commission will be held on Thursday,
April 24, 1997, at 7:00 P.M., Temeeula City Hall, Council Chambers, 43200 Business Park Drive,
Temecula, California.
ITEM NO. I
MINUTES OF A REGULAR MEETING
OF THE CITY OF TEMECULA
PUBLIC/TRAFFIC SAFETY COMMISSION
FEBRUARY 27, 1997
A regular meeting of the City of Temecula Public/Traffic Commission was called to order on
Thursday, February 27, 1997, 7:02 p.m., at the City Hall Council Chambers, 43200 Business
Park Drive, Temecula, California. Chairman Markham called the meeting to order.
PRESENT: COMMISSIONERS: Coe, Guerriero, Johnson, Perry, Markham
ABSENT: COMMISSIONERS:
Also present were Public Works Associate Engineer All Moghadam, Police Sergeant Rodney
Crisp, Battalion Chief John Winder, Administrative Secretary Anita Pyle.
Chairman Markham called for non-agenda items at 7:05 p.m.
Frank Klein, 30180 Santiago Road, spoke regarding dirt road pollution and new requirements
for dust control.
Chairman Markham, thanked Mr. Bill Benson for the letter he wrote to the editor of the
Californian Newspaper thanking the Public/Traffic Safety Commission for a job well done.
COMMISSION CONSENT CALENDAR
1. Minutes of January 23. 1997 and February 13. 1997 WorkshoD
1.1 It was moved by Commissioner Perry and seconded by Commissioner Guerriero
to approve the minutes of January 23, 1997, as corrected on Page 1, Item 2,
Paragraph 2.
The motion carried as follows:
AYES: 4 COMMISSIONERS: Guerriero, Johnson, Perry, Markham
NOES: 0 COMMISSIONERS: None
ABSENT: 0 COMMISSIONERS: None
ABSTAIN: 1 COMMISSIONERS: Coe
1.2 It was moved by Commissioner Coe seconded by Commissioner Johnson to
approved the minutes of February 13, 1997, Workshop as corrected on Page 3,
Item 4.
The motion carried as follows:
AYES:
NOES:
ABSENT:
5 COMMISSIONERS:
0 COMMISSIONERS:
0 COMMISSIONERS:
Guerriero, Johnson, Perry, Coe, Markham
None
None
PUBLIC/TRAFFIC SAFETY COMMISSION FEBRUARY 27.1997
COMMISSION BUSINESS
Speed Limit - Jefferson Avenue from Winchester Road to North City Limits
Associate Engineer All Moghadam presented staff's recommendation to re-affirm the
existing speed limit of 50 MPH on Jefferson Avenue from Winchester Road to North City
limits.
After a brief discussion, it was moved by Commissioner Johnson, seconded by
Commissioner Perry to recommend that the City Council adopt a resolution re-affirming
the speed limit on Jefferson Avenue from Winchester Road to North City limits.
The motion carried as follows:
AYES:
NOES:
ABSENT:
5 COMMISSIONERS:
0 COMMISSIONERS:
0 COMMISSIONERS:
Guerriero, Johnson, Perry, Coe, Markham
None
None
"No Parking" Zone - Rancho California Road
Associate Engineer All Moghadam explained that this item had been previously reviewed
and approved by the Commission at the December 12, 1996 meeting. This item was
pulled from the City Council consent calendar and returned to the Commission for
further review and recommendation.
It was moved by Commissioner Perry, seconded by Commissioner Guerriero to approve
previous recommendation for "No Parking" zones on Rancho California Road in front of
the Post Office and at Meadows Parkway.
The motion carried as follows:
AYES:
5 COMMISSIONERS: Guerriero, Johnson, Perry, Coe, Markham
NOES: 0 COMMISSIONERS: None
ABSENT: 0 COMMISSIONERS: None
All-Way "Stop" - Pala Road at Rainbow Canyon Road
Associate Engineer All Moghadam presented staff's recommendation to deny the
request for an All-Way "Stop" at the intersection of Pala Road at Rainbow Canyon Road.
He stated the existing traffic volumes does satisfy the minimum traffic volumes as
outlined in the California Department of Transportation Traffic Manual. However,
installation of stops at this intersection could adversely affect the overall traffic flow in
the area and should be denied.
Commission inquired if this intersection could be moved from number 6 priority to
number 1 priority on the Traffic Signal Priority list.
PUBLIC/TRAFFIC SAFETY COMMISSION FEBRUARY 27. 1997
It was moved by Commissioner Perry and seconded by Commissioner Guerriero to deny
the request for installation of an All-Way "Stop" at the intersection of Pala Road at
Rainbow Canyon Road; and to place this intersection as number 1 priority location on
the Traffic Signal Priority list.
The motion carried as follows:
AYES:
5 COMMISSIONERS:
NOES:
0 COMMISSIONERS:
ABSENT: 0 COMMISSIONERS:
Guerriero, Johnson, Perry, Coe, Markham
None
None
TRAFFIC ENGINEER'S REPORT
Mr. Moghadam reported on the following:
Signal at Rancho California Road/Cosmic Drive - The timing had been corrected.
Signs at Tower Plaza - The property manager for the Tower Plaza had removed the
"Stop" signs at the Tower Plaza and Ynez Road intersection.
Traffic Signal Priority List - Mr. Moghadam presented the Traffic Signal Priority List to
the Commissioners for their review and comment.
Hwy 79(S)at Bedford Court - Interim Traffic Signal - Have received Caltrans approvals
and will be going to City Council on March 18, 1997 for approval to solicit for public
construction bids.
Commission Perry inquired as to the project completion date for the Winchester Road
Bridge Improvements. Stating the construction signs state September 1997 but the
project appears to be progressing to an earlier completion. Mr. Moghadam responded
that the completion should be in June 1997.
Commissioner Johnson inquired to the status of the traffic study on Del Rey Road/Via
Norte/Del Reposo. Mr. Moghadam responded that data collection has been delayed due
to the Slurry Seal project but should proceed and brought to the Commission for the
meeting in March.
POLICE CHIEF'S REPORT
Commissioner Guerriero expressed concern for excessive truck traffic speeds for east
and west bound Rancho California Road. Sergeant Crisp responded that they will look
into Commissioner Guerriero's concern and install radar trailer.
Commissioner Johnson commented that traffic seems to be slower and more cautious
on Oel Rey Road and Via Norte.
PUBLIC/TRAFFIC SAFETY COMMISSION FEBRUARY 27, 1997
Commissioner Guerriero inquired if there was a way to tract the number of false alarms
that Sheriff's respond to and a breakdown of costs involved with responding to false
alarms also, the possibility of implementing a fine for excessive false alarms.
Sergeant Crisp replied that he would look into it.
Commissioner Perry stated he would like to see sample ordinances from other cities
agendized for a future Commission meeting for review and discussion.
FIRE CHIEF'S REPORT
Chief Winder reported the purchase of a second Cairns Iris helmet, which should be
available for use in six to eight weeks.
Chief Winder reported looking into the possibility of another fire station located on Hwy.
79(S) in Redhawk or further east toward Anza.
COMMISSION DISCUSSION
Commissioner Johnson complimented the Police Department for the year end report.
He also stated vehicles have slowed down on Calle Pina Colada. Mr. Johnson also
requested an excused absence for the March 27, 1997 meeting.
Commissioner Guerriero, complimented Police and Fire Departments for their assistance
at the Rod Run. He also stated an overall safety ordinance need be drafted for guidance
for special events for traffic control, fire suppression and overall safety.
Commissioner Johnson recommended an open public workshop to discuss the guidelines
for special events.
Commissioner Coe inquired as to Rainbow Canyon Road would be repaved from Pala
Road to the City limits. Mr. Moghadam responded that he would look into it.
Chairman Markham commented on the City's Public Opinion Survey which was
presented to the City Council at the February 25, 1997 meeting, thanking Police and
Fire for a job well done and stating there is a lot of work to be done for traffic.
Chairman Markham inquired regarding the possibility Traffic Calming Workshop, to look
at alternatives to stop signs as traffic calming methods.
PUBLIC/TRAFFIC SAFETY COMMISSION FEBRUARY 27, 1997
It was moved by Commissioner Guerriero and seconded by Commissioner Johnson to adjourn
the meeting at 8:25 p.m. The motion was unanimously carried.
The next regular meeting of the Public/Traffic Safety Commission will be held on Thursday,
March 27, 1997, at 7:00 p.m. at the Temecula City Hall Council Chambers, 43200 Business
Park Drive, Temecula, California.
Chairman Larry Markham
Secretary
5 R:~traffic\commiaen\minutes~97~022797 .min/ajp
ITEM NO. 2
AGENDA REPORT
TO:
FROM:
DATE:
SUBJECT:
Public/Traffic Safety Commission
Ali Moghadam, Associate EngineerS')
March 27, 1997
Item 2
Speed Limit and "Stop" Sign Installation on Via Norte and Del Rey Road
RECOMMENDATION:
That the Public/Traffic Safety Commission recommend that:
1)
The City Council adopt an ordinance re-affirming the 35 mph speed limit on Via Norte and Del Rey
Road.
1)
The City Council adopt a resolution establishing an "All-Way Stop" at the intersections of:
a. Del Rey Road at Solam Way
b. Del Rey Road at Avenida Del Repeso
BACKGROUND:
At the January 23, 1997, Public/Traffic Safety Commission meeting, the Commission reviewed a request from
the residents of Meadowview to lower the speed limit on Via Norte & Del Rey Road. At that meeting, several
Meadowview residents also requested "All-Way Stop" installation at nine (9) intersections on Via Norte & Del
Rey Road in order to reduce the vehicular speed. However, since the request for "Stop" signs was not
received in time to be included in the January agenda, the commission tabled lhis item and directed the staff
to stady the request for ingallation of "Stop" signs and to conduct a speed study for a period covering at least
a weekAay and a weekend. Due to the roadwork and pavement maintenance in the area, accurate data could
not be obtained to analyze this request for the February Publie/Traffic Safety Commission meeting, and this
item was postponed to the March, 1997 meeting.
A new speed survey and volume counts were conducted for this area and the following is a brief summary of
staff's analysis:
The speed data on Via Norte north of Kahwea Road was obtained from March 6, 1997, to March 10, 1997.
This data contains both weekday and weekend speed measurements. The speed data on Via Norm north of
Kahwea indicates an 851h percentlie speed of 48 mph. According to requirements of the California Vehicle
Code (CVC) and the Caln:ans Traffic Manual, the speed limit should be posted at the first 5 mph increment
below the 851h percentile speed which in this case would be 45 mph. The 851h pereentile speed on Del Rey
Road was 43 mph which coincides with a 40 mph speed limit. Staff has currently justified a speed limit of 35
mph for both Via None and Del Rey Road based on the design speed on these roadways. It is staffs opinion
that this is a safe and reasonable speed limit for these roadways and a lower speed limit could not be justified.
Detailed speed data is attached as Exhibit "B" . Staff has also investigated feasibility of "All-Way Stop"
installation considering the volume data, accident records and sight distance at the following intersections.
1. Del Rey Road at Avenida Verde
Avenida Verde is a relatively short cut-de-sac; however, since the Meadowview Clubhouse is located on this
street, volume counts were collected at this intersection. This intersection does not satisfy the warrant
requirements for installation of an "All-Way Stop" due to low traffic volumes (Exhibit "C"). Also, no
accidents have been reported at this intersection from January 1, 1996, to December 31, 1996. The sight
distance at this intersection is adequate; however, two (2) large eucalyptus trees at the northeast corner of this
intersection should be removed to further improve the sight distance at this location. An "All-Way Stop"
installation is not reeonunended at this intersection.
2. Del Rey Road at Solana Way
This intersection does not meet the minimum volume or accident warrants for an "All-Way Stop" installation;
however, the sight distance at this intersection is limited. The sight restriction at this location earrot be
improved by removing obstructions such as trees and bushes. This visibility limitation is due to the geometric
design of the roadway which includes horizontal and vertical curves on Del Rey Read near Solarm Way.
Therefore, installation of a "All-Way Stop" at this intersection is recommended due to the restricted sight
distance.
3. Del Rey Road at Avertida Buena Suetie
This intersection does not satisfy the warrant requirements for installation of an "All-Way Stop" due to low
traffic volumes and two (2) reported accidents in a one (1) year period. Since the sight distance is adequate
at this intersection, an "All-Way Stop" installation is not recommended at this location.
4. Del Rey Read at Avenida Del Reposo
This intersection is similar to the intersection of Del Rey Road and Solana Way. Although the minimum
volume and accident warrants are not met at this intersection, due to sight distance restriction caused by the
roadway alignment, an "All-Way Stop" installation is recommended.
5. Del Rey Road at Via Norte
Per direction of the City Council, an "All-Way Stop" has been established at this intersection.
6. Via Norte at Calle Pina Colada
An "All-Way Stop" has also been established at this intersection.
7. Via Norte at Carmelita Circle (east)
This intersection is curren~y controlled with a "Stop" sign on Carmelita Circle only. The minimum warrants
for installation of an "All-Way Stop" were not met at this intersection. Traffic volumes are low and no
accidents have been reported at this location within a one (1) year period. Sight distance is adequate and it
can be further improved by removal of a tree in the adjacent property. An "All-Way Stop" installalion is not
recommended at this intersection.
8. Via None and Kahwea Road
This interseelion is controlled with a "Stop" sign on Kahwea Road only. The sight distance is adequate, traffic
volumes are very low and no accidents have been reported at this intersection witl~in a one (1) year period.
Therefore, an "All-Way Stop" installation is not recommended at this intersection.
9. Via None at Avertida Centenario
This intersection is also controlled with a "Stop" sign on Avenida Centenario only. No accidents have been
reported at this intersection within a one (1) year period. Traffic volumes are low and sight distance is
adequate. Since this intersection does not meet the minimum warrant requirements, an "All-Way Stop"
installation is not recommended.
Summary:
Since a lower speed limit cannotbe justified, the existing 35 mph speed limit on Via None and Del Rey Road
should be maintained and enforced as necessary. The Radar Trailer should be utilized in this area and be
emphasized by enforcement.
Although none of the nine (9) intersections analyzed met the Caltrans warrants for installation of an "All-Way
Stop", due to ~ sight distance considerations, "All-Way Stops" should be installed on Del Rey Road at Solana
Way and on Del Rey Road at Avenida Del Repose.
Non-reflective white markers (Bots Dots) should not be installed in advance of the proposed stop signs as
suggested, since they could pose a hazard to motorcyclists and create unnecessary noise.
Staff has also considered other traffic calming measures for this area. Staff still believes that an edgeline
striping on Via Norte and Del Rey Road, would create an image of a nerrower roadway and could result in
a lower average speed. Also, the area residents who have volunteered to help the City staff to improve the
traffic safety in Meadowview, could be utilized to follow up on removal of trees and shrubs which obstruct
the sight distance at various intersections and to form a Neighborhood Traffic Watch Program.
FISCAL IMPACT:
4 Stop signs and pavement legends at $150.00 each = $ 600.00
4 Advance warning signs and pavement markings at $150.00 each = $ 600.00
TOTAL $1,200.00
1. Exhibit "A" - Location Map
2. Exhibit "B" - Speed Data
3. Exhibit "C" - Volume Data
4. Exhibit "D" - Letter Requesting Stop Signs
9
7
AVT}
6
3
KIOWA
LOCATION MAP
EXHIBIT "A"~
EXHIBIT "B"
SPEED DATA
SPEEDPLOT 2 Spot Speed Analysis Ver. 2.00A/McTRANS
VIA NORTE: CALLE FIESTA TO KAHWEA
DIRECTION(S) ....... W/E
DATE ............... 1/7/1997
TIME ............... 4:30
POSTED SPEED LIMIT.35 MPH
CUM
MPH NO. PCT. PCT.
< 5 0 0.0 0.0
5 0 0.0 0.0
6 0 0.0 0.0
7 0 0.0 0.0
8 0 0.0 0.0
9 0 0.0 0.0
10 0 0.0 0.0
11 0 0.0 0.0 80
12 0 0.0 0.0 -
13 0 0.0 0.0 70
14 0 0.0 0.0
15 0 0.0 0.0 60
16 0 0.0 0.0 -
17 0 0.0 0.0 50
18 0 0.0 0.0 -
19 0 0.0 0.0 40
20 0 0.0 0.0 -
21 0 0.0 0.0 30
22 0 0.0 0.0
23 0 0.0 0.0 20
24 0 0.0 0.0 -
25 0 0.0 0.0 10
26 0 0.0 0.0 -
27 0 0.0 0.0
28 0 0.0 0.0
29 0 0.0 0.0
30 0 0.0 0.0
31 1 2.0 2.0
32 1 2.0 4.0
33 2 4.0 8.0
34 4 8.0 16.0
35 5 10.0 26.0 15
36 2 4.0 30.0 -
37 5 10.0 40.0 -
38 4 8.0 48.0 -
39 7 14.0 62.0 -
40 6 12.0 74.0 10
41 2 4.0 78.0 -
42 3 6.0 84.0 -
43 4 8.0 92.0 -
44 1 2.0 94.0 -
45 2 4.0 98.0
46 1 2.0 100.0
47 0 0.0 100.0
48 0 0.0 100.0
49 0 0.0 100.0
50 0 0.0 100.0
>50 0 0.0 100.0
50TH PERCENTILE SPEED ................. 39
85TH PERCENTILE SPEED ................. 43
10 MPH PACE SPEED .......... 34 through 43
PERCENT IN PACE SPEED ....
PERCENT OVER PACE SPEED..
PERCENT UNDER PACE SPEED.
RANGE OF SPEEDS ..........
VEHICLES OBSERVED ........
AVERAGE SPEED ............
........ 84.0
........ 8.0
........ 8.0
..... 31 to 46
........... 50
......... 38.4
CUMULATIVE PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
100 ******100
_ ,
90
,
,
,
,
,
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
10 20 30 40 50
· 90
, _
, 80
, _
70
· 60
50
40
30
20
10
0
PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
5
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
10 20 30 40 50
EXHIBIT "B"
15
10
SPEEDPLOT 2 Spot Speed Analysis Ver. 2.00A/MCTRANS
DEL REY ROAD: CALLE PINA COLADA TO SOLANA WAY
DIRECTION(S) ....... E/W
DATE ............... 1/8/1997
TIME ............... 7:45
POSTED SPEED LIMIT.35 MPH
CUM
MPH NO. PCT. PCT.
0 0 0.0 0.0
1 0 0.0 0.0
2 0 0.0 0.0
3 0 0.0 0.0
4 0 0.0 0.0
5 0 0.0 0.0
6 0 0.0 0.0
7 0 0.0 0.0
8 0 0.0 0.0
9 0 0.0 0.0
10 0 0.0 0.0
11 0 0.0 0.0
12 0 0.0 0.0
13 0 0.0 0.0
14 0 0.0 0.0
15 0 0.0 0.0
16 0 0.0 0.0
17 0 0.0 0.0
18 0 0.0 0.0
19 0 0.0 0.0
20 0 0.0 0.0
21 0 0.0 0.0
22 0 0.0 0.0
23 0 0.0 0.0
24 0 0.0 0.0
25 1 1.3 1.3
26 0 0.0 1.3
27 0 0.0 1.3
28 1 1.3 2.7
29 2 2.7 5.3
30 3 4.0 9.3
31 5 6.7 16.0
32 6 8.0 24.0
33 6 8.0 32.0
34 6 8.0 40.0
35 8 10.7 50.7
36 11 14.7 65.3
37 7 9.3 74.7
38 8 10.7 85.3
39 5 6.7 92.0
40 2 2.7 94.7
41 2 2.7 97.3
42 1 1.3 98.7
43 1 1.3 100.0
44 0 0.0 100.0
45 0 0.0 100.0
46 0 0.0 100.0
>46 0 0.0 100.0
50TH PERCENTILE SPEED ................. 35
85TH PERCENTILE SPEED ................. 38
10 MPH PACE SPEED .......... 30 through 39
PERCENT IN PACE SPEED .............. 86.7
PERCENT OVER PACE SPEED ............ 8.0
PERCENT UNDER PACE SPEED ........... 5.3
R/LNGE OF SPEEDS ................. 25 to 43
VEHICLES OBSERVED ..................... 75
AVERAGE SPEED ....................... 35.1
CUMULATIVE PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + ....+
100 *****100
90 , 90
80 80
70 70
60 60
50 , 50
40 , 40
30 , 30
20 20
10 , 10
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
0 10 20 30 40
PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
15 15
1; I
5 5
- I -
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
0 10 20 30 40
[TE CODE: 00000000 CITY OF TEHECULA PAGE: 1
TREET : Via Norte FILE: svianort
IMZTS : 200 feet north of KahHea Rd.
~UNTER# : s DATE: ]/06/97
PLOT OF SPEED DATA
FROM: 3/06/97 12:00 PI4 TO: 3/10/97 7:00 AI4
OF VEHICLES
64O
320
I .....
0 15 20 25 30 35 40 45 50 55 60 65
SPEED (NPH)
SPEED DATA STATISTICS
Average speed of art vehictes
Nedian speed (50th)
85th Percent~te Speed
15th Percent~te Speed
Nmber of veh~ctes > 55 lePH
Per cent ve41~ctes · 55 NPN
Pace Speed (10 NPH)
Per Cent ve~ictes in pace
38 NPH
38 NPH
48 NPH
33 NPH
21
OX
36 - 45
54 ~¢
[TE CODE: 00000000 CITY OF TEHECULA PAGe: 1
rREET : Via Morte FILE: svim~ort
INITS : 200 feet north of KehNee Rd,
XJNTER# : s DATE:
PLOT OF SPEED DATA
FRGq: :5/06/97 12:00 PN TO: 3/10/97 7:00
OF VEHICLES
GIVEN SPEED
100
4O
2O
,
,
0 15 20 25 30 35 40 45 50 55 &O 65 70+
SPEED (NPH)
SPEED DATA STATISTICS
Average speed of art vehicle
Nedjan speed (50th)
85th Percentfte Speed
15th Percentire Speed
Number of vehictes · 55 HPH
Per Cent vehictes · 55 NPH
Pace Speed (10 NPH)
Per Cent vehictes in pace
38 14PH
38 NPN
48 NPH
33 14PH
21
OX
36 - 45
]TE CODE: O00CIO000 CZTY OF TEMECULA pAGE: 1
TREET : V~e Notre FILE: sviano~t
IHITS : 200 feet ~rth of K~wea Rd.
QUNTER# : s DATE: 3106197
|NE TOTAL SPEED RANGES (NPH) AVERAGE
EG%N COUNTED 0-15 16-20 21-25 26-30 31-35 :56-40 41-45 46-50 51-55 56-60 61-65 66-70 70+ (14PH)
2:00 P14 38 0 0 6 3 5 8 10 4 2 0 0 0 0 37
1:00 32 1 I 3 3 5 r 7 4 1 0 0 0 0 36
2:00 55 0 3 1 4 4 14 21 5 3 0 0 0 0 39
3:00 76 0 0 2 5 7 22 27 10 3 0 0 0 0 40
~:00 53 0 2 4 3 8 18 14 4 0 0 0 0 0 36
5:00 65 0 1 3 6 5 19 Zl 8 1 0 I 0 0 39
6:00 75 0 0 2 3 lZ 29 16 13 0 0 0 0 0 39
7:00 34 0 0 I 6 3 8 8 5 2 1 0 0 0 39
8:00 29 0 0 0 1 2 7 11 6 2 0 0 0 0 42
9:00 ~4 0 0 1 5 2 6 6 3 0 1 0 0 0 38
0:00 14 0 0 1 2 2 3 2 2 I 1 0 0 0 39
1:DO 3 0 0 0 0 0 0 0 2 1 0 0 0 0 49
~AY TOTAL 498 1 7 24 41 55 141 143 66 16 3 1 0 0
CODE: 00000000 CITY OF TENECULA PAGE: 2
TREET : Vie Notre FILE: svianort
TOTAL SPEED RANGES (14PN) AVERAGE
COUNTED 0-15 16-Z0 Zl-25 26-30 31-35 36-40 ~1-45 46-50 51-55 56-60 61-65 66-70 70+ (MPH)
2:00AN I 0 0 0 I 0 0 0 0 0 0 0 0 0 28
1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 2 0 0 0 I 0 1 0 0 0 0 0 0 0 33
4:00 6 0 0 3 0 0 1 2 0 0 0 0 0 0 32
5:00 5 0 0 1 0 0 I 2 0 1 0 0 0 0 40
6:00 27 0 0
7:00 68 0 0 1
B:O0 70 0 0 5 7 10 18 20 10 0 0 0 0 0 38
9:00 ~6 0 1 1 0 7
0:00
1:00 ~3 0 1 2 6
2:00 I'M 43 0 1 0 2 8 15 14 3 0 0 0 0 0 38
1:00 4Z 0 2 1 6 6 9 16 I 1 0 0 0 0 37
2:00 52 0 0 2 1 11 16
3:00 67 0
4:00 64 0 0
5:00 6~ 0 0 4 4 7
6:00 56 0 0 1 8 9 16
7:00
8:00 21 0 0 2 I 3 5 9 1 0 0 0 0 0 38
9:00 18 0 0 1 2 3 3 4 4 1 0 0 0 0 39
0:00 13 0 0 0 1 1 6 2 2 1 0 0 0 0 40
1:00 15 0 2 0 0 1 5 5 1 0 1 0 0 0 38
AY TOTAL 782 0 9 36 54 111 229 2:~, 88 18 2 0 0 1
[TE CODE: 04)000000 CITY OF TENECULA PAGE:
FREET : Vim Notre FILE:
3
3108197
TOTAL SPEED RAMGES (14PN) AVERAGE
COUNTED 0-15 16-20 21-25 26-30 31-35 36-60 41-45 4~-50 51-55 56-60 61-65 66-70 70+ (P, Pe)
!:00 N4 6 0 1 I 1 1 0 0 1 1 0 0 0 0 33
I:00 8 0 0 0 I 1 4 2 0 0 0 0 0 0 37
!:00 3 0 0 0 0 0 1 1 1 0 0 0 0 0
|:00 1 O 0 0 O 0 0 0 0 1 0 0 0 0 53
~:00 6 0 0 2 1 0 2 1 O O 0 0 0 0 32
i:O0 4 0 0 0 2 0 0 0 1 1 0 0 0 0 39
bOO 10 O 0 O 0 1 2 3 3 I 0 0 0 0
r:o0 27 0 0 0 2 6 7 9 3 0 0 0 0 0 38
bOO 47 0 0 2 ] 6 11 14 10 1 0 0 0 0
t:O0 50 0 0 4 5 13 20 6 2 0 0 0 0 0 35
):00 49 0 0 5 3 13 16 7 5 0 0 0 0 0 36
I:00 55 0 0 2 3 10 21 13 4 1 1 0 0 0 38
!:00 PI4 32 0 0 2 4 8 7 6 3 1 I 0 0 0 37
hO0 38 0 3 3 3 1 14 10 2 2 0 0 0 0 36
bOO 51 0 2 2 3 13 12 12 6 I 0 0 0 0 37
bOO 37 0 3 2 8 10 7 3 3 0 1 0 0 0 33
bOO 43 0 1 3 3 4 9 11 9 1 2 0 0 0 39
bOO 41 0 1 3 6 9 8 10 4 O O 0 0 0 3~
bOO 40 0 O 0 6 8 10 10 6 O O O O O 38
r:O0 37 0 1 I 4 3 13 5 9 I 0 0 0 0 39
hGE 33 0 0 1 5 4 9 8 3 I I 1 O 0 39
;:00 30 0 1 2 2 3 9 8 2 2 0 I 0 0 39
):00 5 0 0 0 1 0 0 0 2 0 I I 0 0
hGE 10 0 0 0 0 0 2 3 2 2 1 0 0 0 46
kY TOTAL 663 0 13 35 6~ 114 18~ 142 81 17 8 3 0 0
TE CODE: O000OO00 CiTY OF TEHECULA PAGE: 6
REET : Via Notre FILE: svianort
HITS : 200 feet north of ~hwee Rd,
UNTER# : s DATE: 3/09/97
ME TOTAL SPEED RANGES (MPH) AVERAGE
GIN COUNTED 0-15 16-20 21-25 26-30 31-35 36-60 61-65 /,6-50 51-55 56-60 61-65 66-70 70+ (HPH)
::00 Ale 7 0 0 1 1 0 0 I 2 2 0 0 0 0 62
:00 2 0 0 0 0 0 0 1 0 1 0 0 0 0 48
::00 6 0 0 0 1 1 3 1 0 0 0 0 0 0 36
;:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 23
,:00 1 0 0 0 0 0 1 0 0 0 0 0 0 0 38
,:00 6 0 0 1 0 1 1 1 0 0 0 0 0 0 34
~:00 6 0 0 1 0 1 1 1 I I 0 0 0 0 39
':00 10 0 1 0 0 3 5 1 0 0 0 0 0 0 35
~:00 22 1 0 1 I 2 10 3 3 1 0 0 0 0 38
~:00 25 0 0 2 3 2 6 9 2 1 0 0 0 0 38
~:~ 65 0 0 3 6 7 20 8 t 0 0 0 0 0 ~
:00 37 0 1 3 6 6 10 ? 5 1 0 0 0 0 37
~:00 PM 50 0 0 I 5 12 16 12 6 0 0 0 0 0 37
: O0 39 0 1 0 I 8 15 7 6 0 1 0 0 0 39
~:00 54 0 2 7 3 6 15 16 7 0 0 0 0 0 36
;:00 37 0 2 2 5 5 10 10 3 0 0 0 0 0 36
,:00 52 0 0 2 6 7 12 18 9 0 0 0 0 0 39
i:O0 66 0 1 1 2 9 13 15 2 1 0 0 0 0 38
i:O0 ~ 0 1 6 6 10 8 9 8 0 0 0 0 0 ~
':00 61 0 0 2 6 ? 9 9 7 2 1 0 0 0 39
hO0 20 0 1 1 I I ? 5 3 0 1 0 0 0 39
;:00 9 0 0 0 0 1 2 3 3 O 0 0 0 0 62
hOG 6 0 0 0 0 0 2 1 1 0 0 0 0 0 61
~:00 6 0 0 1 0 0 2 0 I 0 0 0 0 0 36
tY TOTAL 564 I 10 3~, 45 89 166 136 70 10 3 0 0 0
ITE CODE: 00004)000
TREET : V~a Norte
IHITS : 200 feet north of KihHea Rd.
OUNTER# : s
CITY OF TENECULA
TOTAL SPEED RANGES (HPH)
COUNTED 0-15 16-20 21-25 26-30 31'35 36-40 41-45 ~-50 51-55 56-60 61-65 66-70
PAGE: 5
FILE: svianort
DATE: 3/10/97
2:00N4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 1 0 0 0 0 0 0 0 1 0 0 0 0 0
2:00 I 0 0 0 1 0 0 0 0 0 0 0 0 0 28
3:00 2 0 0 0 1 0 1 0 0 0 0 0 0 0 33
4:00 6 0 0 1 1 0 4 0 0 0 0 0 0 0 33
5:00 4 0 0 1 0 1 1 1 0 0 0 0 0 0 34
6:00 27 0 0 0 1 4 11 8 3 0 0 0 0 0 39
AY TOTAL 62 0 1 Z 5 6 30 11 7 0 0 0 0 0
ITE CODE: 00000000
TREET : DeL Rey Road
IHITS : Ave. 8arcs to San Pasquat Rd.
OUNTER# : s
CITY OF TEIqECULA
PLOT OF SPEED DATA
FRDN: 3/05/97 11:00 PN TO: 3/10/9T 6:00 Mq
PAGf: 1
FILE: sde[rey
DATE: 3/05/97
OF VEHICLES
600
480
360
240
120
I .....I .....I .....I .....[ .....I .....I .....I .....I .....I .....I .....I .....I .....
0 15 20 25 30 35 40 45 50 55 60 65 70+
SPEED (NPH)
SPEED DATA STATISTICS
Average speed of art vehicles
Nedian speed (50th)
85th Percentire Speed
15th Percentire Speed
Mtld:)er of vehicles · 55 NPH
Per Cent vehicles · 55 14PH
Pace Speed (tO NPH)
Per Cent vehicies in pace
36 NPH
38 NPH
~3 NPH
33 NPH
0
O~
31 - 40
[TE CODE: 00000~
!REET : Det Rey Road
:MITS : Ave. Barca to San Peequat Rd.
)UNTER# : s
CITY OF TENECULA
PLOT OF SPEED DATA
FROM: ]/05/97 11:00 PN TO: 3/10/97 6:00 AN
PAGE: 1
FILE: sdetrey
DATE: 3/05/97
OF VEHICLES
GIVEN S~EED
100
40
2O
0 15 20 25 30 ]5 40 45 50 55 60 65
SPEED (NPN)
SPEED DATA STATISTICS
Average speed of art vehictes
Nedien speed (50th)
85th Percentire Speed
15th Percentlie Speed
Nuaber of vehicles · 55 NPH
PeP Cent vehictes · 55 NPH
Pace Speed (10 NPH)
Per Cent vehictes in pace
:3~ NPH
38 NPH
43 P,F'H
33 P, PH
0
O~
31 - 40
[TE CODE: 00000000 CITY OF TENECULA PAGE:
rREET : De[ Rey Road FILE:
[NETS : Ave, Barca to San pasquat Rd.
)UNTER# : s DATE:
2
sdetrey
3106197
TOTAL SPEED RANGES (NPH) AVERAGE
COUNTED 0-15 16-20 21-25 26-30 31-35 :36-40 61-45 46-50 51-55 56-60 61-65 66-70 70.+ (NPH)
bOO N~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
hO0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
bOO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
hOD 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O
~:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~:00 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0
S:O0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0
~:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
bOO 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0
):00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
hO0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Z:O0 PM 3 0 0 0 1 0 I I 0 0 0 0 0 0 36
hO0 3 O 0 0 0 2 I 0 0 0 O 0 O 0
Z:O0 3 0 0 0 0 1 1 0 1 0 0 0 0 0 39
3:00 ~5 O 0 1 6 12 ~O 3 3 0 0 0 0 0 36
~:oo 3~ 0 o 1 0 12 13 9 1 0 o o 0 0 37
~:00 43 0 0 0 5 20 16 2 0 0 0 0 O 0 34
5:00 59 0 0 0 8 2Z ~0 8 1 0 0 0 0 0 35
~:00 35 0 0 0 2 18 9 S 1 0 0 0 0 0 35
S:O0 17 0 0 0 0 8 4 4 1 0 0 0 0 0
~:00 12 0 0 0 2 3 2 3 2 0 0 0 O 0 38
O:O0 7 0 0 0 0 2 2 3 0 0 0 0 0 0 38
1:00 2 0
&Y TOTAL 265 0 0 Z 24 102 89 38 10 0 0 0 0 0
[TE COOE: 00000000 CITY OF TENIECULA PAGE: 5
rREET : Del Rey Road FILE: sdelrey
IN%TS : Ave. Jarca to San Pasquat Rd.
3UMTER# : s DATE: 3/07/97
TOTAL SPEED RANGES (NPH) AVERAGE
COUNTED 0-15 16-20 21-25 26-30 31-35 '~6-40 41-45 44>-50 51-55 56-&0 61-65 64~-~0 70+ (IqPH)
Z:O0 Nq 4 0 0 0 0 2 2 0 0 0 0 0 0 0 35
1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~:~ 1 0 0 0 0 I 0 0 0 0 0 0 0 0
r~:O0 4 0 0 0 1 1 0 0 2 0 0 0 0 0 39
5:00 10 0 0 0 1 2 4 3 0 0 0 0 0 0 37
S:O0
?:00 87 0 0 0 3 27 41 15 1 0 0 0 0 0 37
bOO 5c/ 0 0 1 2 18 26 11 1 0 0 0 0 0 3~
;bOO 12 0 0 0 2 2 6 2 0 0 0 0 0 0
3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
h00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Z:O0 Pet 6 0 0 0 0
ho0 4 0 0 0 0 2 1 0 I 0 0 0 0 0 38
Z:O0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0
5:00 68 0 0 1 3 20 15 8 I 0 0 0 0 0
bOO
5:00 59 0 0 0 3 29 19 5 3 0 0 0 0 0 35
S:O0 57 0 0 0 4 23 26 4 0 0 0 0 0 0 35
F:O0 )4 0 O 0 3 8 t7 4 I 1 0 0 0 0 37
bOO 16 0 0 0 1 7 4 5 1 0 0 0 0 0 3~
;:00 17 0 0 0 1 4 6 6 0 0 0 0 0 0 38
):00 8 0 0 0 1 2
S:00 10 0 0 0 0 3 6 I 0 0 0 0 0 0 37
TOTAL 523 0 0 3 31 183 214 78 13 1 0 0 0 0
[TE CQOE: 00000(300 CITY OF TENECULA pAGE:
rREET : Det Rey Road FILE: sdetrey
[NITS : Ave. Barca to San Pemt Rd,
3UNTER# : s DATE:
TOTAL SPEED RANGES (NPH) AVERAGE
COUNTED 0-15 16-20 21-25 26-30 31-35 36-40 41-45 ~6-50 51-55 56-60 61-65 66-70 ?0+ (NPH)
Z:O0 AN 2 0 0 0 0 0 0 2 0 0 0 0 0 0 43
I:00 2 0 0 0 0 1 1 0 0 0 0 0 0 0 35
bOO 2 0 0 0 0 1 I 0 0 0 0 0 0 0 35
$:00 1 0 0 0 0 I 0 0 0 0 0 0 0 0 33
~:00 1 0 0 0 0 I 0 0 0 0 0 0 0 0 33
bOO 3 0 0 1 0 1 0 I 0 0 0 0 0 0 33
5:00 14 0 0 0 0 6 5 3 0 0 0 0 0 0 36
r:oo 43 0 0 0 1 12 23 7 0 0 0 0 0 0 37
3:00 51 0 0 0 4 21 16 9 I 0 0 0 0 0 36
boo 18 0 0 0 0 7 8 3 0 0 0 0 0 0 36
3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
hO0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
?:00 PN ? 0 0 0 I Z Z 2 0 0 0 0 0 0 36
1:00 18 0 0 0 I 8 5 4 0 0 0 0 0 0 36
?:00 2 0 0 0 0 1 1 0 0 0 0 0 0 0 35
$:00 20 0 0 0 2 6 9 3 0 0 0 0 0 0 36
bOO 43 0 0 0 3 18 18 3 1 0 0 0 0 0 35
hO0 S4 0 0 I 4 9 17 3 0 0 0 0 0 0 35
5:00 48 0 0 0 5 16 22 4 1 0 0 0 0 0 35
r:oo 29 0 0 0 3 8 14 4 0 0 0 0 0 0 36
boo 27 0 0 1 1 8 12 3 1 1 0 0 0 0 37
bOO 15 0 0 0 1 7 5 2 0 0 0 0 0 0 35
):00 8 0 0 0 1 1 5 1 0 0 0 0 0 0 36
hO0 5 0 0 0 0 2 2 I 0 0 0 0 0 0 37
kY TOTAL 393 0 0 3 27 137 166 55 4 1 0 0 0 0
[TE COOE: 00000000
FREET : Det Rey Road
[NITS : Ave. Barca to San Pasquat Rd.
3UNTER# : S
C[TY OF TENECULA
TOTAL SPEED RANGES (NPH)
COUNTED 0-15 16-20 21-25 26-30 31-35 3~-40 41-45 46-50 51-55 56-60 61-65 66-70
PAGE: 5
FILE: sde{rey
DATE: 3/09/97
AVERAGE
7C~ (14PH)
,~:00 AN /, 0 0 0 0 2 1 1 0 0 0 0 0 0 36
hO0 I 0 0 0 0 0 0 1 0 0 0 0 0 0
,>:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
$:00 I 0 0 0 0 1 0 0 0 0 0 0 0 0 33
;:00 I 0 0 0 0 1 0 0 0 0 0 0 0 0
i:O0 5 0 0 0 1 1 3 0 0 0 0 0 0 0
boo 11 0 0 0 0 5 4 2 0 0 0 0 0 0
,:00 2r 0 0 0 1 13 9 4 0 0 0 0 0 0 35
bOO 23 0 0 0 1 8 12 2 0 0 0 0 0 0 36
):00 5 0 0 0 0 3 2 0 0 0 0 0 0 0 35
):GE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
bOO PN 4 0 0 0 0 1 2 0 1 0 0 0 0 0 :59
E:O0 6 0 0 0 0 0 4 2 0 0 0 0 0 0
.>:00 1 0 0 0 0 0 1 0 0 0 0 0 0 0 :$8
|:00 20 0 0 O 0 10 6 6 0 0 0 0 0 0 36
;:00 32 0 0 0 2 13 12 5 0 0 0 0 0 0 :56
i:O0 59 0 0 0 8 14 15 1 0 1 0 0 0 0
bOO 37 0 0 0 4 15 13 4 1 0 0 0 0 0
r:O0 40 0 0 0 1 18 15 5 1 0 0 0 0 0 36
bOO 17 0 0 0 2 9 3 2 1 0 0 0 0 0 35
bOO 16 0 0 0 0 4 7 3 2 0 0 0 0 0 38
):00 9 0 0 0 1 2 4 2 0 0 0 0 0 0 ~6
hO0 2 0 0 0 0 1 0 0 1 0 0 0 0 0
kY TOTAL 301 0 0 0 21 121 113 38 7 1 0 0 0 0
[TE CODE: GO000000 CITY OF TENECULA PAGE: 6
FREET : Det Rey Road FILE: sdeLrey
[NETS : Ave. Barca to San P&squaL Rd.
]UNTER# : s DATE: 3110197
TOTAL SPEED RANGES (NPH) AVERAGE
COUNTED 0-15 16-20 21-25 26-30 31-35 3~-40 41-65 46-50 51-55 56-60 61-65 (a~,-70 70+ (NPH)
Z:O0 AN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
hO0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Z:O0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 33
3:00 3 0 0 0 1 1 1 0 0 0 0 0 0 0 33
~:00 8 0 0 0 1 3 2 2 0 0 0 0 0 0 36
~:00 15 0 0 0 2 Z 10 1 0 0 0 0 0 0 ~
4Y TOTAL 37 0 0 0 5 9 14 8 1 0 0 0 0 0
EXHIBIT "C"
VOLUME DATA
APPROACHING VOLUMES FOR THE INTERSECTION OF:
ZPEz ~v /Q9. c~ AlE. Y-F,,f'a~=
1]onl. I
6:00 A.M.
7:00 A.M.
8:00 A.M.
9:00 A.M.
10:00 A.M.
II:00A.M.
12:00 Noon
1:00 P.M.
2:00 P.M.
3:00P.M.
4:00 P.M.
5:00 P.M.
6:00 P.M.
Northbound Southbound
Eastbound
'7 5/
14 ~
~4 ~
Highest eight (8) hour count.
Westbound Total
/~E/,, ~'~/
7~
/~1
141
I/4
Aver. ezZo
~8hest 8 houv~:
EXIqlRIT" "
'Y OF TENECULA
VERDE/DEL RE]/ROAD
SDAY/24 HR ENTERING VOLUME
in < ......
e A.M.
O0 03/11 0
15 I
30 0
45 0
O0 1
15 0
30 0
45 0
O0 0
15 0
30 0
45 0
O0 0
15 0
30 0
45 0
O0 0
15 0
30 2
45 0
O0 3
15 0
30 0
45 2
O0 1
15 2
30 11
45 17
O0 19
15 3
30 3
45 5
O0 7
15 11
30 8
45 8
O0 7
15 12
30 7
45 15
O0 t0
15 11
30 2
45 8
O0 12
15 5
30 8
45 8
als 209
Totals
it % 39.9%
EBND ...... >< ...... WBND
P.M. A.M.
9 0
9 0
8 0
1 7 33 0
6 0
5 1
9 1
1 10 30 0 2
14 0
10 0
11 1
* 9 44 1 2
6 0
11 0
15 0
* 6 38 0
12 0
12 3
2 14 42 2 5
11 1
18 2
18 0
5 I0 57 2 5
11 4 22
13 5 8
8 7 13
31 11 43 9 25 16
9 17 12
10 33 12
4 10 14
30 2 25 8 68 2
2 5 3
4 I1 3
2 15 5
34 6 14 12 43 3
3 13 8
3 19 11
3 28 4
41 4 13 15 75 6
1 12 1
0 15 2
1 10 1
31 1 3 4 41 0
1 12 0
2 17 3
0 5 1
33 0 3 14 48 3
345 314 514
554 828
40.1% 60.0~ 59.8%
k Hour
COUNTS UNLIMITED
909.247,6716
· EAST/WEST
...... >< ...... Combined ...... >
P,M. A.M. P.M.
23 0 32
17 1 26
20 0 28
4 64 0 1 11 97
6 1 12
8 1 13
9 1 18
9 32 0 3 19 62
26 0 40
25 0 35
19 I 30
12 82 1 2 21 126
10 0 16
18 0 29
17 0 32
11 56 0 * 17 94
15 0 19
16 0 28
15 5 27
16 62 2 7 30 104
14 4 25
21 2 39
11 0 29
19 65 4 10 29 122
5 33
7 21
18 21
59 26 56 27 102
36 21
36 22
13 18
40 13 98 4 65
12 5
22 7
23 7
14 20 77 9 28
20 I1
31 14
35 7
29 30 116 10 42
22 2
26 , 2
12 2
4 12 72 1 7
24 1
22 5
13 1
7 22 81 3 10
523 859
1382
06:30 04:45 09:00 02:00 09:15 05:15
50 61 75 82 118 130
.65 .84 .66 .78 .84 .83
Site code: 43152417
Start Date: 03/11/97
File I.D.: TEAVDRE~
Page : 1
'Y OF ~PEHECULA
JUE VERDE/DEL REY ROAD
:SDAY/24 HR ENTERING VOLUME
lin < ...... ~ ...... >< ......
te A.8. P.M. A.H.
O0 03/11 0 11 0
15 0 15 0
30 3 6 0
45 0 3 2 34 0
O0 0 4 0
15 0 5 0
30 0 10 0
45 0 * 4 23 0
O0 0 4 0
15 O 3 0
30 2 4 0
45 0 2 4 15 0
00 1 2 0
15 1 2 0
30 0 4 0
45 0 2 6 14 0
O0 0 3 0
15 1 4 0
30 0 3 0
45 0 i i 11 0
O0 0 3 0
15 i 0 0
30 0 i 0
45 0 1 2 6 0
O0 0 6 0
15 1 t 0
30 1 3 0
45 0 2 2 12 0
O0 0 1 0
15 2 2 0
30 2 7 0
45 1 5 0 10 0
O0 2 1 0
15 0 2 0
30 3 2 0
45 1 6 0 5 0
O0 2 1 0
15 2 2 0
30 3 0 0
45 2 9 0 3 0
O0 1 0 0
15 3 0 0
30 1 0 0
45 2 7 0 * 0
O0 2 0 0
15 3 0 0
30 2 0 0
45 7 14 0 * O
:als 52 133 0
Totals 185
,it % 100,0% t00.0%
Hour 11:00 00:00
14 34
.5 .56
.o%
COUNTS UNLIMITED
909.247.6716
SOUTHBOUND
...... >< ......Commbined ...... >
P.M. A.{{. P.M.
0 0 11
0 0 15
0 3 6
* 0 * 0 3 2 34
0 0 4
0 0 5
0 0 10
* 0 * 0 * 4 23
0 0 4
0 0 3
0 2 4
* 0 * 0 2 4 15
0 I 2
0 1 2
0 0 4
* 0 * 0 2 6 14
0 0 3
0 1 4
0 0 3
* 0 * 0 1 1 11
0 0 3
0 I 0
0 0 1
* 0 * 0 1 2 6
0 0 6
0 1 1
0 1 3
* 0 * 0 2 2 12
0 0 1
0 2 2
0 2 7
* 0 * 1 5 0 10
0 2 i
0 0 2
0 3 2
* 0 * 1 6 0 5
0 2 1
0 2 2
0 3 0
* 0 * 2 9 0 3
0 1 0
0 3 0
0 1 O
* 0 * 2 7 0 *
O 2 0
0 3 0
0 2 0
, 0 * 7 14 0
0 52 133
0 185
.0%
11:00 O0:00
14 34
.5 .56
Site Code: 431508
Start Date: 03/11/97
File I.D.: TEAVDRSB
Page : 1
APPROACHING VOLUMES FOR THE INTERSECTION OF:
DE/,- ~'EY'%dg/rp ~ ~cn/-A-n// J</,4 /'/
Hours Northbound Southbound
6:00 A.M.
7:00 A.~.
S:OOA.M.
9:00 A.~.
10:00 A.M.
x2:ooNoo.
I :00 P.M.
2:00P.M.
3:00P.M.
4:00
s:oo P.M.
6:00 P.M.
Highest eight (8) hour count.
Eastbound Westbound Total
zq (,z /o3
~B l t oEZZ
~/
q7 ZOI
70
~ /Z~
~q ~t ZO/
~ q7
Average
~ghe~ 8 hourS:
EXHIBIT" "
m. m ~o~/l~vlA
fES~A¥/24 ~R ~
~ . A.M. P.M. A.II,
!:~ 03/11 0 11 0
~,:15 1 17 0
,~:30 l 8 0
;':45 0 2 9 45
L:O0 0 12 0
t:15 I 3 1
1130 0 14 0
1145 0 1 13 42 0
2100 0 ~ 0
2115 0 8 1
2130 2 12 1
2:45 0 2 16 61 1
3:00 0 11 1
3115 0 11' 1
3:30 0 11 1
3:45 0 * 10 41 1
4:~ 0 9 1
4115 1 11 3
.4:30 0 6 3
,4:45 2 3 13 39 4
es:00 1 11 6
,5;15 1 13 1
~:30 0 17 1
6:45 I 3 15 56 3
~;:130 1 U
~6115 3 ~ 12
t;130 3 8 17
~6145 22 29 12 43 22
17100 22 7 40
~7:15 17 S 34
~7130 10 7
r1:45 7 56 I 23 15
g:~ 5 ~, 22
)8115 20 5 33
}8130 17 9 28
)8:45 16 58 3 22 27
)9:00 6 1 20
~):15 5 1 21
~:30 6 2 30
)9:45 11 28 I 5 34
t0:e0 5 1 13
10115 9 4 9
10:30 8 3 15
10145 4 ~ 0 8 7
11100 9 0 13
11:15 12 0 14
11130 7 0 13
11;45 15 43 0 * 21
~OtalS 251 387 513
Day TOTalS 638
split I 32.8% 3Z.9% 67.1t
led nou~
COU!I'S U[LIMIY~
909.247.6V16
P.M. A.~ . P.M.
23 0 34
B 1 46
22 1
2 33 ~7 2 4 32 142
22 0
11 2 14
16 0 30
1 21 ~ 0 2 34 112
~9 ' 0 54
34 1 42
26 3 38
3 24 113 1 5 40 174
36 1 47
35 1 46
27 1 38
4 22 120 1 4 32 163
35 1 34
18 4 29
20 3 26
11 18 81 6 14 31
20 7 31
29 2 42
29 1 46
11 19 97 4 14 34 153
24 12 35
23 1'5 35
19 20 27
62 22 88 44 91 34 131
10 62 17
12 51 20
7 30 14
109 6 35 22 165 7 58
6 27 11
12 53 17
II 45 20
llO 4 33 43 168 7 55
10 26 11
7 26 8
10 36 12
95 7 34 35 123 s 39
5 18 6
3 18 7
5 23 8
44 1 14 11 70 1 22
3 22
2 26 2
0 20
61 1 ~, 36 104 1
788 764 11~
1301 1939
06:45 02:00 06:45 02:45 06:45 02:00
71 61 116 122 187 174
.8~ .61 .72 .84 .~
Bite ~: 43152725
Star Date: 03/11/97
File l.D.:
IZ afed -- ,+/09~ *'/Zd 606, UIOJ-I ,, aidgE:~ Z66L '0{. qOdsi¢ XepuoW!
'/OF T~COLA
te
:00 03/11 2
;15 0
:45 2
:00 0
:15 2
:30
:45 0
:00 1
;15 0
:30 0
:4,5
:15
:30 ]
;:4S
~:lS 0
~|30 0
~:45
~;00 0
i:15 0
i:3o
i:45 1
{:00
$:15 4
5:45 3
7:00 17
?:~) 4
7:45 ll
6:00 */
6:15 20
8:30 11
8:45 16
9:00 8
~:15 13
9:30 11
~:45 16
0:00 10
0;15 11
.O:~ 14
0:45
.h00
.1: 15 10
:1:30 6
d:45 14
rotala 247
)oy Totals
l~lit t 100.0]
EiD .... ><
.~.M. l,W.
16 0
14 0
5 14 59 0
9 0
H 0
14 0
3 18 55 0
12 0
14 0
18 0
1 18 62 0
17 0
19 0
24 0
2 18 78 0
26 0
14 0
1~. 0
4 25 81 0
18 0
31 0
18 0
2 16 83 0
19 0
· 1 0
19 0
1~ 16 77 O
7 0
ll 0
6 0
36 9 33 0
11
tO 0
14 0
54 9 44 0
B 0
12 0
5 0
18 5 tO 0
5 0
5 0
1 0
43 2 13 0
0 0
37 1 6 0
621 0
868
{ ]ovm' 08:15 04:45
55 92
· 68 .74
O0OleS OlOJltT~
cA)9.247,6716
-----><----<ombi{~,d ..... >
P.M. A.N. P.W,
0 2 16
0 0 15
0 1 14
, 0 , 2 5 14 59
8 0
0 2 14
0 I 14
, O , 0 3 18 55
O I 12
0 0 14
O 0 18
* 0 · 0 I 18 62
0 0 17
0 0
0 I 24
, 0 · 1 2 18 78
0 3 26
0 0 14
0 0
* 0 * I 4 35 81
0 0 18
0 0 31
0 I lS
* 0 * I 2 16 83
0 2 19
O 4 23
0 3 19
* O * 3 12 16 77
0 17 ?
0 4 11
0 4 6
* O , IT 36 9 33
0 7 11
0 20 10
O II 14
* 0 * 16 54 9 44
0 I 8
0 13 12
0 tl 5
, 0 * 16 48 5 30
0 10 5
0 11 5
0 14
* 0 * 8 43 2 D
0 ?
0 l0 0
0 6 2
* 0 , 14 37 I 6
0 247 621
0 868
08:15 04:45
55 92
.68 .74
Site C~; 151311
Start ~ate; 03/11/97
File l.u.: u mmm
EO ' d
[E used -- ,+;'09~ ~7Z6 606, moal ,_ tuc:h./£:~ Z661 'OL q:)JeW Aepuoi,d]
APPROACHING VOLUMES FOR THE INTERSECTION OF:
Hours Northbound
6:00 A.M.
--~ 7:00 A.M.
,,~ 8:00 A.M.
9:00 A.M.
10:00 A.M.
11:00 A.M.
12:00 Noon
'~ I:00P.M.
7~ 2:00 P.M.
~ 3:00P.M.
4:00 P.M.
5:00 P.M.
6:00P.M.
Highest eight (8) hour count.
Southbouud Eastbouud Westbouud Total
7 /~ As
/~ 2o /~ /~
~ ~ ~ /~/
/~ ~ ~ //~
/~ ~ ~ /~
/~ ~ ~/ /~Z
Aw. ~7 ~ t50
~ghest S hours:
EXHIBIT" "
qiu < .....
me
::~v~ ,03/06 0
',:15 0
,U,
L:30 0
l;,15 0
Z:~ 0
2:15 0
3:4~ 0
]:00 /
3;15 0
3;30 0
0:45 0
,4:00 0
~4:lb 1
15:15 0
)5:]0 1
}5:45
)4:00 0
)6;15 O
)~;30 1
~.:C. 6
.)'/~U
37:1b 5
~:~0 3
D?:45 ',
i{:lb
4
09:~0 O
09:45
10:00 3
lO:l~ O
10;30 7
10; 45
11;1~ 5
I1;~0
11:4~ 1
Day htals
$~lit I
P.~
3 0
I 0
1 0
, 4 8 0
1
4
* 3 B 0
4 0
4 0
, I 14 0
4 0
3 0
3 0
I Y 16 O
3 0
V 0
4 0
2 3 17 0
4
l
7 0
4 4 16 0
3 O
1 0
'1 I 11 O
I 0
3 0
19 I b 0
3
O 0
1
26 0 3 o
I 0
0 0
0 0
8 0 I 0
0 0
1 0
0 0
12 0 1 0
0 o
o 0
0 o
l& 0 * 0
105 o
200
IO0,OYi
07:45 03:4b
27 21
.7~ .75
03~ITSUH[,LHLTW9
~9.247.6716
..... >c .... -Cmbi~i
P.IL A.X,
0 0
0 0
o 0
· o * 0 *
0 0
0 0
0 o
· O * 0 *
0 0
0 o
o O
· 0 * 0 *
0 1
0 0
0 0
· 0 * 0 1
0 0
0 1
, 0 * I 2
0 0
0 O
O
, 0 · 3 4
0 0
0 0
0 1
· 0 * 6 7
0
0 b
0 3
0 5
O 9
0 8
, 0 , 4 26
0 4
0 1
0 0
, G · 3 B
O 0
0 V
· 0 * 2
0 4
O 6
, 0 , I 16
0
0
1
l
1
4
3
4
5
4
1 14
4
3
7 16
3
4
3 17
4
1
./
4 16
3
1
I 11
1
3
0
1 b
0
1
O 3
1
0
0
0 1
0
1
0
O 1
0
0
0
O *
105
07;4)
27 21
.75 .Vb
Site Code: ~131b
File I.D-: yl~SI)lu~
P~je ;i
cJO-d
abed -- ,'1099 ~'Z6 606, woj.4., ule6~:OL Z66L 'g q.qJeW_AgPJn.leS~
!:00 03/06 3
!; 30
!:45. 2 9
::00 4
L:lb 0
L:4B 2
boo t
~:15
~;30 1
~:45 I 4
i:C~ 0
);4,b 1 2
t:O0
I:D 0
1:30 0
1;4~ 0
~:~ 0
~:D 1
~:~0 0
6.:00 2 25
&:D 2 37
1:30 1 43
~:45 5 10 29
7;00 3 16
1;1', 4
1:30 S 23
;r:45 8 20 I'/
g:O0 18
$:30 14 16
!:l~ 9 61 12
9:00 12 10
9:15 8 17
V:3O 2b
~:45 14 59 13
a:00 12 10
a:15 8 17
0;30 10 7
a:45 10 l0 b
hU0 10
t:15 Lk 5
1:30 8
l:4b iI 40 4
{)t~J.8 262 812
my Totals 1064
pljt ~ 42.3{ 66.31
coulrt5 UWLtB
909,247.671b
eaklieur
EAST/W{r;b'Y
...... >< ..... WIg~) .... ><------CoeNImd ...... >
P,H. ~-H, P.M. LM. P.M.
16 0 6 3 22
12 I 5 2 17
17 0 12 3 29
18 63 O 1 5 29 2 1o 24 92
14 O $ 4 19
22 O 6 0 2a
18 o 14 0 32
12 (~ 0
10 0 19 1 29
1O O 8 i 18
13 0 8 1
1O 43 O * 10 45 I 4 ~ 88
11 0 t2 0 23
27 2 16 2 43
18
22 78 O 2 17 54 1
20 3 9 3 29
25 I 12 j I 37
15 0 17 0 32
23 83 0 4 16 54 o i 39 13~
22 8 9 8 31
17
23 5 17 5 40
23 ab 8 22 24 61 g 23 4V 146
3 15
6 14 8 bl
9 15 10 58
134 25 43 L7 61 36
bO 12 53 28
18 9 22 34
18 3 23 26
81 14
4 3 22 21
21 6 41 21
20 9 34 25
§1 23 65 4 22 32 lZ9 16 83
ll 3 2J 23
6 4 II 21
11 6 36 23
57 6 34 3 16 20 93 16 73
11 3 23 13
5 0 l]
6 2 16 9
39 8 30 I 6 18 70 6 45
I l0 O 20 lO
19
11 0 19 3
~P ~ 19 O I 20 79 J 23
343 412 b95 1224
755 2819
57,61 33.61
0~:45 05:30 08:15 05:45
lll 10 130 196
,b5 .72 .79 .84
GN:O0
61 134
· 76 .77
start IMte: 03/0~/97
File I.D.
;1
t~o ' d
r*7 afied -- ,'rO9g ~26 606, woad -- tue6.;.:Ot Z66L 'g 4:~JeW ,~epanleSI
APPROACHING VOLUMES FOR THE INTERSECTION OF:
Hours Noahbound Southbound Eastbound Westbound Total
~:oo A.~. /5' 5 II Z (~ ~7
7:0o A.M. 3 7 14 Z ~' ~ ~, Iz 7_
9:~A.M. /q ~ lq /~
~o:oo A.~./~ ~ / ~ l~
tLOOA.~./~ ~ ~ ~
~2:~ ~oo.t ~ 5 3 4 / 8
3:00P.M. Z/ Z ~0 ~
4:00P.M. 53 8 4e ~/ /Zo
5:ooP.~. ~ q ~7 3 5
AVG, ~O ~ghest 8 hours:
Highest eight (8) hour count.
EXHIBIT "C"
tTY ~F TJmI~LA
IULqiX/24 Ill lfrF. lilflG VOI,DlUC
~me
2:00 0~/06
2;30
1:00
l:l~
,,.:30
~1:45
~2:00
d:15
13:00
~i5
13:30
~3:~5
)4:00
)4: 15
)4:30
)4;45
~:00
Y~:30
~:4b
J6;O0
36:15
D6:30
~:45
3?:00
&7;~o
~7:45
M:O0
~;15
D8;30
{~:45
09:00
Og:lb
09:30
09:45
10:00
10:15
10:30
10:45
11:15
11:30
II: 45
7ot~L~
~li~
P.M.
9 0
8 1
I0
3 0
I 0
11 0
, 7 2~ 0
8 0
10
2 16 52
10
29 1
lg 0
, 11 60 0
11 0
11
11
4 15 48 l
9
19 0
22 1
2 17 67 2
& 2
13 3
16
11 lO 46 12
13 23
7
2b '/ 36 6
'/ 4
12 11
43 5 32
[U 5
7 b
3 3
19 2 32 3
I 5
] 3
lsm 3 ll 4
3 5
I v
3 v
59 I 8 6
441 176
597
62.2% 53.0{
26
46
35
16
16
444
COUN1'S IrdiJX1TSP
909.247.6715
KAST/WESY
,~ > < .....-Combined
P.N, A,M.
4 1
4 0
6 18 1
1 0
4 0
6 0
6 1'1 0 *
10 0
2 2
V O
6 25 1
14 3
11
T 0
12 44 0
b 0
5 2
1O 31 1
7 1
4 1
12 1
10 33 3
15 3
11 6
~ 11
8 43 17
11 29
I 22 10
I 11
6
3 14 20
2
b 7
2 13 9
4 /
i .LL
I V
l 7
0 11
1
0 1
268 332
37,8l
Peak lout 08:00 05:00 ~:30 ~:30 06:45 Ob;lb
43 67 53 46 7B ~07
.44 .76 .57 .8 .6V .78
Site Cede: 151316~1
Stazt Date: 03/06/9'/
File [.D,: tr~nnLi~
Page ; 1
EO'd
q_q.a~l;:)eS ~...4eqj, eg ~Y6T :gO
I£ a6ed *- ,+/0~ +.'Z6 606, uJoJ:l -- um6~:OL ;66L 'g qoJeW/~epJn:leSI
~/0i,' TLlg~CO~
ri; De[, RDaOGO/OSL ae~ ~
gll,tAl/24 ILe fe;lff~ffG VOIJtal~
i.ee Uh
2:00 03J(~ 2
2:45 0
~2:00
~2:L5
~2:30
)2:45
)3:00
)3:15 o
)3: i5 o
)4:W O
)4;lb 0
)4:30 0
~:~ 0
)b;15 0
~5:30 2
i~;4~ 0
L~;UO 7
06:30 6
07:00 8
07:lb 6
Ol:JO 9
07:4b 14
08:00 15
08:15 t8
0S:I) 13
08;45 7
0~:00 6
0~:30 4
09:45 4
lO:O0 2
10;15 2
10;30
lO;¢b 2
11:00 5
11:15 2
11;30
lh45 4
Totals 154
Day Totals
S~Lit I 75.41
6
106
(3~UM?S UMt,tNIT~
90~.24Y.bT16
~ .....
P.M. AJi.
I 2
o 0
} 0
, I 5 0
t l
4 O
4 o
, 3 12 0
4 0
2 0
1
= 0 '/ 0
0 0
2 0
0 0
, 0 2 0
2
2 0
I 2 8 0
1 0
I 0
4
, 3 9
4
1
2
2
2
14 0
0
0
12 0
0
0
0
8 0
0
0
0
4 0
0
0
0
0
.... ·
P.M.
9
2
I 5 28
H
7
7
L~
I 11
2
0 2
7
o 11
5
15 1
8 6
12 ~ 5
16 ~ 22
16 3
19 ~.~ 0
9 I 8
5 0
a 2
5 27 4 11
2 0
4 0
'J 0
3 16 6 6
5 3
6
6 0
204 265
07:45 04:/b 06:45 Ol:lb 07:4b 04:15
6~ 39 15 15 72 46
,83 .51 .53 ,93 .85 ,b7
Site Code: 15i32011
~tart Bate: e~/o~/9~
rite l.o.
Page
ZO'd
q.q.l-a~lDeS .a'J, eqj. eg '~gt :go0 /_6-OT-J. EH
aged -- ,'~099 ~Z6 606, moJ~ -- me64~:0L Z66L 'g qo~eW Aep.snleS{
APPROACHING VOLUMES FOR THE INTER~ECTION OF:
VIA NOP,_TE~ ~Jlf-_MALITA ~/~. 12'95T
Hour~
Northbound Southbound
6:00 A.M.
7:00 A.M.
8:00 A.M.
9:00 A.M.
10:00 A.M,
II:00A.M.
12:00 Noon
1:00 P .M.
2:00 P.M,
3:00P.M.
4:00 P.M.
5:00 P.M.
6:00P.M.
AI/5, 7
Eatbound Westbound Total
VIA NO,~TE V//l- NP,~7'G
Iz~ As'
4~ 4~ 97
d4 41 /11
~ ~ I Iz~
~ I ~ I~
~ ~z
~ghest $ hour~
Highest eight (8) hour count.
EXHIBIT" "
!Y OF TENECULA
~[ALITt CIRCLE EAST/VIA NO~E
ISDAY/24 HHOOR ENTERING VOLUMES
jin < ......
:00 03/11 0
:15 0
:30 0
:45 0
:00 0
:15 0
:30 0
:45 0
:00 0
:15 0
:30 2
:45 O
:00 0
:15 3
:30 1
:45 0
:0t3 0
:15 3
:30 2
:45 2
.:00 2
415 4
430 9
,:45 12
~:00 27
;:15 42
i:30 30
;:45 30
bOO 17
I:15 14
I:30 23
h45 17
kO0 15
3:15 19
3:30 9
]:45 13
):00 12
):15 7
9:30 11
9:45 6
3:00 9
0:15 9
0:30 15
0:45 11
1:00 20
1:15 8
1:30 I1
1:45 9
'orals 424
~y Totals
~plit % 51.5~
EBND ...... >< ......
P.M. A.M.
6 0
8 0
6 0
* 12 32 0
21 0
18 2
10 1
* 15 64 0
24 0
10 0
16 0
2 12 62 0
13 1
17 0
5 2
4 23 58 2
16 0
8 4
16 4
7 15 55 6
12 3
17 8
9 11
27 13 51 9
16 3
7 5
7 15
129 9 39 22
6 21
6 17
8 22
71 5 25 18
5 20
4 21
0 24
56 9 18 18
6 19
1 7
3 8
36 8 18 16
2 10
1 15
3 13
44 4 10 7
3 9
2 14
2 12
48 0 7 10
439 399
863
50.1% 48.4%
,eak Hour
COUNTS UNLIMITED
909.247.6716
EAST/WUT
WBND ...... >< ......Co~ined ...... >
P.M. A.M. P.M.
8 0 14
13 0 21
16 0 22
* 6 43 0 * 18 75
9 0 30
8 2 26
10 1 20
3 14 41 0 3 29 105
15 0 39
11 0 21
17 2 33
* 12 55 0 2 24 117
17 1 30
24 3 41
18 3 23
5 13 72 2 9 36 130
10 0 26
21 7 29
16 6 32
14 14 61 8 21 29 116
13 5 25
11 12 28
20 20 29
31 10 54 21 58 23 105
8 30 24
8 47 15
13 45 20
45 13 42 52 174 22
10 38 16
6 31 12
4 45 12
78 8 28 35 149 13 53
2 35 7
5 40 9
3 33 3
83 5 15 31 139 14 33
5 31 11
1 14 2
3 19 6
50 1 10 22 86 9 28
4 19 6
2 24 , 3
5 28 8
45 2 13 18 89 6 23
1 29 4
0 22 2
1 23 3
45 0 2 19 93 0 9
436 823 875
835 1698
49.8%
06:00 01:15 07:45 03:00 06:15 03:00
129 67 83 72 182 130
.76 .69 .86 .75 .87 .79
Site Code: 15133020
Start Date: 03/11/97
File I.D.: TECAVNEI
Page : 1
rY OF TEMECULA
~MALITA CIRCLE EAST/VIA MORTE
ESDAY/24 HR ENTERING VOLUME
]in < ......
me A.M.
:OO O3/11 0
:15 0
:30 O
:45 0
:00 0
:15 0
:30 0
:45 O
:00 0
:15 0
:30 1
:45 O
:00 0
:15 0
:30 0
:45 0
:O0 O
:15 0
:30 0
:45 0
:00 0
:15 2
:30 0
:45 1
:00 1
:15 0
:30 2
:45 1
:00 5
:15 I
:30 1
:45 0
:00 3
:15 2
:30 3
.:45 1
':00 O
,:15 1
,:30 4
~:45 O
}:00 0
}:15 1
}:30 2
}:45 3
.:00 0
.:15 1
.:30 3
,:45 0
>tals 39
{y Totals
>lit % 100.0%
SBND ...... >< ......
P.M. A.M. P.M.
1 0 0
1 0 O
2 0 O
* i 5 0 , O
2 0 O
0 O O
2 0 0
* 2 6 0 , 0
1 0 O
1 O O
3 0 0
1 I 6 0 , O
4 0 0
2 O 0
0 0 0
* 0 6 0 * O
3 0 0
1 0 0
2 O 0
* 2 8 0 , 0
0 O O
1 0 O
0 0 O
3 O 1 0 , O
4 0 O
2 O O
O O 0
4 I 7 0 , 0
0 0 0
0 0 0
0 0 0
7 O , O , O
3 O O
2 0 0
i O O
9 O 6 O * O
2 O O
O O 0
O 0 0
5 O 2 0 , 0
0 0 O
O 0 O
O O 0
6 O , O , 0
O 0 0
O 0 O
O O O
4 0 , 0 , 0
47 0 0
86 0
100.0% .0% .0%
~akHour 06:30 02:30
9 10
.45 .62
COUNTS UNLIMITED
909,247.6716
SOUTHBOUND
...... >< ..... .-Combined ...... >
A.M. P.M.
0 1
0 i
O 2
* O * 1 5
O 2
0 0
0 2
, 0 , 2 6
0 1
0 1
i 3
* 0 1 1 6
0 4
0 2
0 0
, O , O 6
O 3
O 1
0 2
* 0 , 2 8
O O
2 1
0 0
* 1 3 0 1
1 4
0 2
2 0
* I 4 1 7
5 0
1 0
1 0
* O 7 O *
3 3
2 2
3 1
* I 9 O 6
O 2
1 O
4 O
* 0 5 0 2
0 0
1 0
2 0
, 3 6 O ,
0 O
1 0
3 O
* 0 4 0 *
39 47
86
06:30 02:30
9 10
.45 .62
Site Code: 151321
Start Date: 03/11/97
File I.D.: TECAVNSB
Page : 1
APPROACHING VOLUMES FOR THE INTERSECTION OF:
VIA NDP,_TF5_, ~ tl-Y~,, OZcfqTz'~,~/elD
Hours Northbound Southbound
6:00 A.M.
7:00 ,.M./ 8
s:oo A.t,,t./
9:00 A.M.
10:00 A.M.
l~:oo ~.M. / /
12:00Noon I1
1:00 P.M,
2:OOP.M. / Z
3:00P.M.
s:oo~.u
6:ooP.~a.14
At/&/d
Highest eight (8) hour count.
Eastbound Westbound Total
YIA NOitvTE V/A-
17 z~ 47
/ -7 45
z~ 42
~z ,?_o,,~
/q zz 47
Z~ Zz (~ I
5'5' ~4-
43 ~z 84
90 1~
~ghest g hours:
EXHIBIT" "
~ OF ~E~ECULA
CE~TENARIO/V[A
~DAY/2I HR ENTERING VOLUMES
in < ...... EBND ...... ><------ WB~
e A.H. P.H. A.H.
O0 03/11 0 6 0
15 1 5 0
30 1 7 0
45 0 2 10 28 0
O0 1 9 0
15 0 12 2
30 0 2 0
:45 0 1 5 28 0 2
;00 0 14 0
:15 0 12 0
:30 0 10 0
:45 1 1 12 48 1 1
:00 0 16 0
:15 0 13 0
:30 0 13 1
:45 0 * 13 55 0 1
:00 0 13 2
:15 0 12 5
:30 0 8 4
:45 0 * 10 43 2 13
,:00 0 12 1
h15 0 15 4
i:30 0 20 5
k45 0 * 17 64 I i1
i:O0 3 18 4
~:15 6 11 8
~:30 5 13 4
5:45 3 17 8 50 9 25
7:00 4 9 12
7:15 4 9 9
7:30 6 5 11
7:45 3 17 5 28 13 45
8:00 10 1 16
8:15 8 6 10
,8:30 6 10 9
~8:45 4 28 5 22 7 42
~9:00 5 7 5
N9:15 8 3 3
)9:30 8 5 8
)9:45 1 22 3 18 4 20
LO:O0 3 2 6
LO:15 2 5 8
LO:30 7 2 3
[0:45 7 19 3 12 5 22
ll:O0 4 0 4
11:15 5 0 8
11:30 12 0 3
11:45 10 31 1 1 3 18
Totals 138 397 200
Day Totals 535 421
Split % 40.8% 64.2% 59.1%
COUNTS UNLIMITED
909.247.6716
~T/WBST
...... >< ......Combined
P.M. A.M.
6 0
8 1
3 1
5 22 0 2
3 1
4 2
6 0
3 16 0 3
9 0
4 0
11 0
11 35 2 2
15 0
8 0
6
5 34 0 1
10 2
7 5
5 4
10 32 2 13
10 1
4 4
9 5
I 24 1 11
3 7
7 14
7 9
2 19 12 42
2 16
3 13
3 17
6 14 16 62
1 26
4 18
6 15
4 15 11 70
2 10
0 11
1 16
0 3 5 42
0 9
4 10
3 10
0 7 12 41
0 8
0 13
0 15
0 * 13 49
221 338
956
35,7%
...... >
P.M.
12
13
10
15 50
12
16
8
8 44
23
16
21
23 83
31
21
19
18 89
23
19
13
20 75
22
19
29
18 88
21
18
20
10 69
11
12
8
11 42
2
10
16
9 37
9
3
6
3 21
2
9
5
3 19
0
0
0
I 1
618
Site Code: 15131916
Start Date: 03/11/97
File I.D.: TECEVNEW
Pa~e : 1
Peak Hour
11:00 05:15 07:30 02:30 07:30 02:30
31 70 50 45 ?7 96
.64 .87 .78 .75 .74 .77
I OF ~ENECOI,A
CENTENtRIO/VIA NORTE
5DAY/24 HR ElITERING VOLUME
in < ...... NBND ...... >< ......
~ 1.8. P.M.
00 03/11 0 0 0
15 0 4 0
30 0 5 0
45 0 * 2 11 0
O0 0 3 0
15 0 0 0
30 0 2 0
45 0 * 2 7 0
O0 0 1 0
15 0 2 0
30 0 5 0
:45 0 * 4 12 0
:00 1 2 0
:15 0 8 0
:30 1 4 0
:45 0 2 6 20 0
:00 0 2 0
:15 2 2 0
:30 1 3 0
:45 1 4 2 9 0
:00 0 2 0
:15 2 3 0
:30 3 3 0
:45 1 6 4 12 0
:00 0 4 0
,:15 0 4 0
.:30 3 2 0
&:45 2 5 4 14 0
':00 6 i 0
':15 6 2 0
r:30 2 1 0
/:45 4 18 0 4 0
I:O0 5 0 0
3:15 0 3 0
3:30 6 2 0
3:45 5 16 1 6 0
9:00 2 0 0
9:15 1 2 0
9:30 3 2 0
9:45 1 7 1 5 0
0:00 2 2 0
0:15 2 0 0
0:30 1 0 0
0:45 1 6 1 3 0
1:00 2 0 0
1:15 6 0 0
1:30 2 0 0
.1:45 1 11 0 * 0
?otals 75 103 0
)ay Totals 178
;plit % 100.0% 100.0%
.O%
COUNTS UNLIMITED
909.247.6716
NOR~BBOUND
...... >< ......Combined ...... >
P.M. A.M. P.M.
0 0 0
0 0 4
0 0 5
, 0 * 0 * 2 11
0 0 3
0 0 0
0 0 2
, 0 , 0 * 2 7
0 0 1
0 0 2
0 0 5
· 0 , 0 * 4 12
0 1 2
0 0 8
0 1 4
, 0 , 0 2 6 20
0 0 2
0 2 2
0 1 3
· 0 * 1 4 2 9
0 0 2
0 2 3
0 3 3
, 0 , 1 6 4 12
0 0 4
0 0 4
0 3 2
· 0 * 2 5 4 14
0 6 1
0 6 2
0 2 1
, 0 , 4 18 0 4
0 5 0
0 0 3
0 6 2
· 0 * 5 16 1 6
0 2 0
0 I 2
0 3 2
, 0 ~ 1 7 1 5
0 2 2
0 2 0
0 1 0
, 0 , 1 6 1 3
0 2 0
0 6 0
0 2 0
· 0 * 1 11 0 ,
0 75 103
0 178
.0%
Site Code: 431516
Start Date: 03/11/97
File I.D.: TECEVNNB
Page : 1
Peak Hour
07:00 03:00
18 20
.75 .62
07:00 03:00
18 20
.75 .62
Meadowview Community Association
City of Temecula
Traffic and Safety Commission
43200 Business Park Drive
Temecula, California 92590
January 22, 1997
Dear Commissioners,
The Meadowview Board of Directors is very concerned about the
speed of drivers (traffic) on our narrow, curving streets; many
with short sight distances. It has become increasingly dangerous
for pedestrian and equestrian traffic because of these
conditions.
The Meadowview Board of Directors has surveyed the main loop (Via
Norte and Del Rey) through Meadowview and feels that additional
stop signs at the following intersections would help slow down
the speed of motorists and provide additional safety for
pedestrian and equestrian traffic and school bus pick-up
locations.
Del Rey and Ave, Verde - clubhouse entrance, used by the
many non residents, need 3 way stop
Del Rey and Solana entrance to Meadowview, need 3 way stop
Del Rey and Ave. Buena Suerte - very limited sight distance
cross traffic through the development, need 3 way stop
Del Re¥ and P~ve
4 way stop, near
sight distance
De! Repose -- currently 2 ~4ay stop, need
school pick-up and walking path, very limited
Del Rey & Via Norte - currently 2 way stop, need 4 way stop
school bus stop near by
via Norte & Calie Pina Colada
way stop, school bus stop near
entrance to Meadowview
currently i way stop, need 3
by, equestrian crossing, also
Via Norte and Carmelita Circle(east) - currently ] way
need 3 way stop, entrance to center of common area and
equestrian trails and walking paths
stop;
EXHIBIT "D"
P.O. Box 788 * Ternecula, California 92593 · (909) 676-4429 · Fax (909) 695-2409
Via Norte and Kahwea - equestrian and pedestrian crossing
toward the co~non area, need 3 way stop
Via Notre & Ave. Centenario - need three way stop, cross
traffic through Meadowview
We request the City's help in maintaining the safety of our
pedestrians, equestrians and motorists travelling our streets
daily.
Meadowview Board of Directors
All Moghadam
Brad Byron
William Benson
Ron Roberrs
Pat Birdsall
ITEM NO. 3
AGENDA REPORT
TO:
FROM:
DATE:
SUBJECT:
Public/Traffic Safety Commission
Ali Moghadam, Associate Engineer ~
March 27, 1997
Item 3
Request for Crosswalk and School Crossing Traffic Signal
Rancho Vista Rood at Camino Romo
RECOMMENDATION:
That the Public/Traffic Safety Commission deny the request for installation of a crosswalk and a school
crossing traffic signal on Rancho Vista Road at Camino Romo.
BACKGROUND:
The City received a request to install a crosswalk and a traffic signal at the above referenced location to aid
the students who will attend the Vintage Hills Elementary School, currently under construction, and the
existing Temeeula Middle School. Exhibit "A" depicts the schools and traffic signal locations.
Staff has conducted a school crossing traffic signal warrant analysis for this intersection. Based on the existing
vehicular volumes on Rancho Vista Road, this intersection does not satisfy the warrant requirements for
installation of a traffic signal. Exhibit "B" entails the minimum pedestrian and vehicular volume requirements.
It should be noted that since the Vintage Hills Elementary School will not open until July 1, 1997, an
anticipated pedestrian volume was used for the purpose of this study. This information has been provided by
the Temecula Valley Unified School District.
Currently, the intersection of Meadows Parkway and Rancho Vista Road is controlled by a "4-Way Stop"
which provides a safe crossing for pedestrians. However, this intersection is approximately 700 feet from
the requested signal location and some students may not utilize the existing controlled intersection of Meadows
Parkway and Rancho Vista Road and choose to cross Raneho Vista Road at Camino Romo. If this situation
proves to be the case, when the Vintage Hills Elementary School opens in July 1997, staff can conduct an
actual pedestrian count and a warrant study for a crosswalk with an adult crossing guard and flashing yellow
beacons.
FISCAL IMPACT:
None
Exhibit "A" - Location Map
Exhibit "B" - Warrant Analysis Sheet and Volume Counts
REQUESTED SIGNAL
CAMENO -,
TEMECULA
M/DDLE
SCHOOL
VINTAGE HILLS
ELEMENTARY SCHOOL
EXHIBIT "A"
LOCATION MAP
9-10
TRAFFIC SIGNALS AND LIGHTING
Figure 9-5
SCHOOL PROTECTION WARRANTS
Traffic Manual
CALC /'/S~ DATE
DIST CO RTE PM CHK DATE
Major St: ,~-,,41VC.~(:2 J/'/,5~]'A ~ critical Approach Speed
M..o~ st: CA~IMO ~0~ Critical Approach Speed
Critical speed of major street traffic > 40 mph ............. ~
In built up area of isolated community of < 10,000 pop. - ........ Q
Min~ Requirements
PART A
Vehicte Volume
: School Age Pedestrian
I Crossing Street
PART B
Each Of
2 hours
Each of 40 40
2 hours
AND
· 4(~' mph
---. mph
RURAL (R)
URBAN (U)
SATISFIED YES []
Critical Approach Speed
SATISFIED
YES [] NO ~
YES [] NO []
PART C
d crossing more than 600 feet away?
SCHOOL AREA TRAFFIC SIGNALS
(ALL PARTS MUST BE SATISFIED)
SATISFIED
Minimum Requirements
PART A u
2 hours
Each of
SChOOl Age Pedestrian 2 hours
Crossing Street ' ' '~r' ' ' y 40
per day
.
SATISFIED
AND
PART B
Is nearest controlled crossing more than 600 feet away?
SATISFIED
EXHIBIT "B'
Anticipated pedestrian volume provided by School District
YEs [] No
YES [] NO ,~
YES ,:~ NO []
~TY 'oF ~EMC~LA/SI~E 37
RAMC~O VISTA RD-SOUT~EST OF MEADOWS PKY
NOON MON / NOON TUES
Begin < ......
~{=~ A.M.
) 07/29 0
12:15 3
12:30 1
12:45 0
01:00 1
01:15 2
01:30 1
01:45 2
02:00 0
02:15 1
02:30 1
02:45 1
03:00 0
03:15 0
03:30 0
03:45 0
04:00 0
04:15 0
04:30 1
04:45 1
05:00 0
05:15 2
05:30 2
05:45 1
06:00 I
e 2
Ou.~ 4
06:45 13
07:00 30
07:15 21
07:30 10
07:45 4
08:00 9
08:15 11
08:30 18
{)8:45 7
~:00 13
09:15 8
09:30 15
09:45 13
10:00 5
10:15 9
10:30 5
10:45 10
11:00 9
11:15 9
11:30 12
11:45 19
Totals 277
Day Totals
S_y"" % 43.4%
~ ...... >< ......
P.M. A.M.
14 2
8 1
9 1
4 12 43 3
19 1
16 0
14 0
6 24 73 0
40 1
19 1
17 1
3 10 86 0
13 0
17 0
16 0
* 12 58 0
14 2
9 2
21 0
2 22 66 1
17 2
22 1
24 4
5 22 85 6
19 10
21 10
16 17
20 19 75 13
8 26
12 43
13 19
65 16 49 13
10 10
13 18
18 19
45 9 50 10
12 11
5 7
6 12
49 7 30 11
10 8
4 11
5 16
29 3 22 8
1 10
5 11
4 10
49 5 15 8
652 360
929
54.1% 56.5%
COUNTS UNLINIT~
909.247.6716
EAST/WEST
{ ...... >< ..... -Combined ...... >
P.M. A.M. P.N.
13 2 27
13 4 21
11 2 20
7 8 45 3 11 20 88
17 2 36
13 2 29
9 1 23
1 4 43 2 7 28 116
6 1 46
42 2 61
19 2 36
3 14 81 1 6 24 167
11 0 24
12 0 29
9 0 25
* 9 41 0 * 21 99
13 2 27
10 2 19
10 1 31
5 14 47 2 7 36 113
21 2 38
16 3 38
16 6 40
13 22 75 7 18 44 160
16 11 35
18 12 39
13 21 29
50 23 70 26 70 42 145
16 56 24
25 64 37
1t 29 24
101 13 65 17 166 29 114
10 19 20
10 29 23
11 37 29
57 6 37 17 102 15 87
8 24 20
12 15 17
3 27 9
41 4 27 24 90 11 57
4 13 14
2 20 6
2 21 7
43 3 11 18 72 6 33
3 19 4
1 20 6
3 22 7
39 3 10 27 88 8 25
552 637 1204
912 1841
45.8%
Site Code: 15572021
Start Date: 07/29/96
File I.D.: TE37~96
Page : I
Peak Hour
06:45 01:45 06:45 02:15 06:45 01:45
74 100 101 86 175 171
.61 .62 .58 .51 .68 .70
ITEM NO. 4
AGENDA REPORT
TO:
FROM:
DATE:
SUBJECT:
Public/Traffic Safety Commission
Ali Moghadam, Associate Engineer (~
March 27, 1997
Item 4
Speed Limit - Corte Cantera Between Calle Aranda and its Easterly End
RECOMMENDATION:
That the Public/Traffic Safety Commission recommend that the City Council adopt an ordinance establishing
a speed limit on Corte Cantera.
BACKGROUND:
The City received a call from a concerned resident regarding vehicular speeding on Corte Cantera requesling
installation of speed limit signs and enforcement on litis street.
Staff has reviewed this situation and determined that Corte Cantera does not salisfy the California Vehicle
Code (CVC) requirements for a 25 mph prima facie speed limit. Therefore, as required by CVC, an
engineering and traffic survey was conducted for Corte Cantera on April 5, 1997. The 851h pereen~le speed
on ibis street was 35 mph and no aeeiden~ have been reported on this street within a one (1) year period.
Based on this data, staff recommends a 30 mph speed limit on Corte Cantera. Upon approval by the City
Council, speed limit signs will be installed and staff will request installation of the radar trailer unit and
enforcement on Corte Cantera.
FISCAL IMPACT:
Two (2) signs and pavement marking at $150.00
Exhibit "A" - Location Map
Exhibit "B" - Speed Survey Summary Sheet
TOTAL
$300.00
GILWOOD
SPEED LIMIT STUDY
LOC
EXHIBIT "A"
SPEEDPLOT 2 Spot Speed Analysis Ver. 2.00A/MCTRANS
CORTE CANTERA: CALLE ARANDA TO EAST END
DIRECTION(S) ....... E/W
DATE ............... 3/5/1997
TIME ............... 9:30
POSTED SPEED LIMIT.55 MPH
CUM
MPH NO. PCT. PCT.
0 0 0.0 0.0
i 0 0.0 0.0
2 0 0.0 0.0
3 0 0.0 0.0
4 0 0.0 0.0
5 0 0.0 0.0
6 0 0.0 0.0
7 0 0.0 0.0
8 0 0.0 0.0
9 0 0.0 0.0
10 0 0.0 0.0
11 0 0.0 0.0
12 0 0.0 0.0
13 0 0.0 0.0
14 0 0.0 0.0
15 0 0.0 0.0
16 0 0.0 0.0
17 0 0.0 0.0
18 0 0.0 0.0
19 0 0.0 0.0
20 0 0.0 0.0
21 0 0.0 0.0
22 0 0.0 0.0
23 0 0.0 0.0
24 0 0.0 0.0
25 2 4.0 4.0
26 0 0.0 4.0
27 0 0.0 4.0
28 2 4.0 8.0
29 4 8.0 16.0
30 4 8.0 24.0
31 6 12.0 36.0
32 12 24.0 60.0
33 6 12.0 72.0
34 6 12.0 84.0
35 4 8.0 92.0
36 2 4.0 96.0
37 0 0.0 96.0
38 0 0.0 96.0
39 0 0.0 96.0
40 2 4.0 100.0
41 0 0.0 100.0
42 0 0.0 100.0
43 0 0.0 100.0
44 0 0.0 100.0
45 0 0.0 100.0
46 0 0.0 100.0
>46 0 0.0 100.0
50TH PERCENTILE SPEED ................. 32
85TH PERCENTILE SPEED ................. 35
10 MPH PACE SPEED .......... 27 through 36
PERCENT IN PACE SPEED .............. 92.0
PERCENT OVER PACE SPEED ............ 4.0
PERCENT UNDER PACE SPEED ........... 4.0
RANGE OF SPEEDS ................. 25 to 40
VEHICLES OBSERVED ..................... 50
AVERAGE SPEED ....................... 32.1
CUMULATIVE PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
100
90
80
70
60
50
40
30
20
10
,
,
,
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
0 10 20 30 40
*******100
* 90
80
70
60
50
40
30
20
10
0
PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
15
10
5
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
0 10 20 30 40
15
EXHIBIT "B"
ITEM NO. 5
AGENDA REPORT
TO:
FROM:
DATE:
SUBJECT:
Public/Traffic Safety Coramission
Ali Moghadam, Associate Engineer
March 27, 1997
Item 5
Speed Limit - Cabrillo Avenue Between Vallejo Avenue and
Jedediah Smith Road.
RECOMMENDATION:
That the Public/Traffic Safety Commission recommend that the City Council adopt an ordinance establishing
a speed limit on Cabrillo Avenue.
BACKGROUND:
A request for installation of speed limit signs on Cabrillo Avenue was submitted to the City on February 21,
1997.
Cabrillo Avenue between Vallejo Avenue and Jedediah Smith is a 32 foot wide collector street which provides
access to several large residential properties. Due to the size of the lots in this area, Vallejo Avenue does not
qualify for a 25 mph prima faeie speed limit.
An engineering and ~:affic survey was conducted for Cabrillo Avenue on March 7, 1997. Based on the 851h
percentile speed of 38 mph, staff recommends a speed limit of 35 mph on Cabrillo Avenue between Vallejo
Avenue and Jedediah Smith Read. No accidents have been reported on Vallejo Avenue within a one (1) year
period and conditions that are not readily apparent to a driver were not observed.
FISCAL IMPACT:
Four (4) signs and pavement markings at $150.00
Exhibit "A" - Location Map
Exhibit "B" - Speed Survey Summary Sheet
TOTAL
= $ 600.00
$ 600.0o
SPEED LIMIT STUDY
LOCATI~
SPEEDPLOT 2 Spot Speed Analysis Vet. 2.00A/McTRANS
CABRILLO AVENUE: JEDEDIAH SMITH RD. TO VALLEJO AVENUE
DIRECTION(S) ....... E/W
DATE ............... 3/7/1997
TIME ............... 4:00
POSTED SPEED LIMIT.35 MPH
CUM
MPH NO. PCT. PCT.
0 0 0.0 0.0
i 0 0.0 0.0
2 0 0.0 0.0
3 0 0.0 0.0
4 0 0.0 0.0
5 0 0.0 0.0
6 0 0.0 0.0
7 0 0.0 0.0
8 0 0.0 0.0
9 0 0.0 0.0
10 0 0.0 0.0
11 0 0.0 0.0
12 0 0.0 0.0
13 0 0,0 0.0
14 0 0.0 0.O
15 0 0.0 0.0
16 0 0 0 0.0
17 0 0 0 0.0
18 0 0 0 0.0
19 0 0 0 0.0
20 0 0 0 0.0
21 0 0 0 0.0
22 0 0 0 0.0
23 0 0 0 0.0
24 0 0.0 0.0
25 0 0.0 0.0
26 0 0.0 0.0
27 0 0.0 0.0
28 0 0.0 0.0
29 I 2.0 2.0
30 2 4,0 6.0
31 1 2,0 8.0
32 2 4.0 12.0
33 3 6.0 18.0
34 4 8.0 26.0
35 7 14,0 40.0
36 10 20.0 60.0
37 8 16.0 76.0
38 5 10.0 86.0
39 2 4.0 90.0
40 1 2,0 92.0
41 2 4.0 96.0
42 0 0,0 96.0
43 1 2,0 98.0
44 0 0.0 98.0
45 1 2,0 100.0
46 0 0.0 100.0
>46 0 0.0 100.0
50TH PERCENTILE SPEED ................. 36
85TH PERCENTILE SPEED ................. 38
10 MPH PACE SPEED .......... 30 through 39
PERCENT IN PACE SPEED .............. 88.0
PERCENT OVER PACE SPEED ............ 10.0
PERCENT UNDER PACE SPEED ........... 2.0
RANGE OF SPEEDS ................. 29 to 45
VEHICLES OBSERVED ..................... 50
AVERAGE SPEED ....................... 36.0
CUMULATIVE PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
100 ****100
90 ** 90
- , _
80 80
70 70
60 * 60
50 50
40 * 40
30 30
20 * 20
10 ** 10
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
0 10 20 30 40
PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
15
10
5
: II
+ .... + .... + .... + ....+ .... + ....+ .... + ....+ ....+
0 10 20 30 40
15
EXHIBIT "B'
ITEM NO. 6
AGENDA REPORT
TO:
FROM:
DATE:
SUBJECT:
Publie/Traffic Safety Commission
Ali Moghadam, Associate Enginee~
March 27, 1997
Item 6
Speed Limit - Moraga Road between Margarita Road and Rancho California Road
RECOMMENDATION:
That the Public/Traffic Safety Commission recommend to the City Council, adoption of a resolution re-
affirming the speed limit on Moraga Road between Margarita Road and Raneho California Road.
BACKGROUND:
In order to enforce posted speed limits, an Engineering and Traffic Survey must be conducted within a five
(5) year period per Section 40803(c) of the California Vehicle Code (CVC). In order to comply with the
requirements of the CVC, the Engineering and Traffic surveys must periodically be updated. The Traffic
Division has conducted Engineering and Traffic surveys to update the existing 40 mph speed limit on Moraga
Road between Margarita Road and Rancho California Road.
Posted speed limits are primarily based on an analysis of prevailing speeds (851h pereentile), as measured in
the field, accident history and roadway eonditious. Section 627 of the CVC defines the Engineering and
Traffic Survey as follows:
Engineering and Traffic Survey
627.(a)"Engineering and traffic survey", as used in this code, means a survey of highway and traffic
conditions in accordance with methods determined by the Department of Transportation for use by
the state and local authorities.
(b)An engineering and traffic survey shall include, among other requirements deemed necessary by
the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements.
(2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver.
1. The following table is a summary of the March, 1997 speed survey and prevailing speeds.
ROADWAY SEGMENT
Moraga Road between Margarita Rosd and
Rancho California Road
PERCENTILE
1991' ' 1997
42 41
os nm:
SPEED SPEED IJMIT.
I 40
40
The number and type of accidents on Moraga Road between Margarita Road and Raneho California
Road do not suggest that a problem exists and therefore, variation from the 851h percentile speed is
not justified. There have been no reported speed related accidents from of January 1996 to January
1997 on Moraga Road between Margarita Road and Rancho California Road. This does not include
intersection related accidents.
Traffic or roadside conditions that are not readily apparent to the drivers, are not present on Moraga
Road between Margarita Road and Rancho California Road.
Currently, the Temecnia Elementary School is posted with "School - Speed Limit 25 - When
Children Are Present" signs in both directions on Moraga Road.
FISCAL IMPACT:
None
Attachments:
1. Exhibit "A" Location Maps
2. Exhibit "B' Speed Data
MORAGA~_-~ --
ROAD
VISTA
LOCATION MAP-~
:,-~ /,___-s>- //
;PEED LIMIT nxmmx "A' "
SPEEDPLOT 2 Spot Speed Analysis Ver. 2.00A/McTRANS
MORAGA ROAD: RANCliO CALIFORNIA ROAD TO MARGARITA ROAD
DIRECTION(S) ....... N/S
DATE ............... 3/10/1997
TIME ............... 1:30
POSTEO SPEED LIMIT.40 MPH
CUM
MPH NO. PCT. PCT.
< 5 0 0.0 0.0
5 0 0.0 0.0
6 0 0.0 0.0
7 0 0.0 0.0
8 0 0.0 0.0
9 0 0.0 0.0
10 0 0.0 0.0
11 0 0.0 0.0
12 0 0.0 0.0
13 0 0.0 0.0
14 0 0.0 0.0
15 0 0.0 0.0
16 0 0.0 0.0
17 0 0.0 0.0
18 0 0.0 0.0
19 0 0.0 0.0
20 0 0.0 0.0
21 0 0.0 0.0
22 0 0.0 0.0
23 0 0.0 0.0
24 0 0.0 0.0
25 0 0.0 0.0
26 0 0.0 0.0
27 0 0.0 0,0
28 0 0,0 0.0
29 1 1.0 1.0
30 1 1.0 2.1
31 1 1.0 3.1
32 3 3.1 6.3
33 5 5.2 11.5
34 4 4.2 15.6
35 5 5.2 20.8
36 7 7.3 28.1
37 12 12.5 40.6
38 6 6.3 46.9
39 13 13 · 5 60.4
40 16 16.7 77.1
41 8 8.3 85.4
42 4 4.2 89.6
43 3 3.1 92.7
44 4 4.2 96,9
45 2 2.1 99.0
46 0 0.0 99.0
47 0 0.0 99.0
48 1 1.0 100.0
49 0 0.0 100.0
50 0 0.0 100.0
>50 0 0.0 100.0
50TH PERCENTILE SPEED ................. 39
85TH PERCENTILE SPEED ................. 41
10 MPH PACE SPEED .......... 33 through 42
PERCENT IN PACE SPEED ..........
PERCENT OVER PACE SPEED ........
PERCENT UNDER PACE SPEED .......
RANGE OF SPEEDS ................
VEHICLES OBSERVED ..............
AVERAGE SPEED ..................
· .. 83.3
· .. 10.4
· .. 6.3
29 tO 48
...... 96
.... 38.3
CUMULATIVE PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
100 ******100
** _
90
80
70
60
50
40 *
30 *
20 *
10 *
_
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
10 20 30 40 50
* 90
, _
80
, _
70
* 60
50
40
30
20
10
0
PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
15 15
10 10
5 I 5
I -
I -
+ .... + .... + .... + .... + .... + .... + .... + .... + ....+
10 20 30 40 50
EXHIBIT "B'
ITEM NO. 7
AGENDA REPORT
TO:
FROM:
DATE:
SUBJECT:
Public/Traffic Safety Commission
Ali Moghadam, Associate Engineer ~
March 27, 1997
Item 7
Speed Limit - Ynez Road betweel~ Rancho C~lifornia R~md and W'mchester Road
RECOMMENDATION:
That the Public/Traffic Safety Commission recommend that the City Council, adopt an ordinance re-affirming
the speed limit on Ynez Road between Rancho California Road and Winchester Road.
BACKGROUND:
In order to enforce posted speed limits, an Engineering and Traffic Survey must be conducted within a five
(5) year period per Section 40803° of the California Vehicle Code (CVC). In order to comply with the
requirements of the CVC, the Engineering and Traffic surveys must periodically be updated. The Traffic
Division has conducted Engineering and Traffic surveys to update the existing 45 MPH speed limit on Ynez
Road between Rancho California Road and Winchester Road.
Posted speed limits are primarily based on an analysis of prevailing speeds (851h percentile), as measured in
the field, accident history and roadway conditions. Section 627 of the CVC defines Engineering and Traffic
Survey as follows:
Engineering and Traffic Survey
627.(a) "Engineering and traffic survey", as used in this code, means a survey of highway and traffic
conditions in accordance with methods determined by the Department of Transportation for use by
the state and local authorities.
Co)An engineering and traffic survey shah include, among other requirements deemed necessary by
the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements.
(2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver.
1. The following table is a summary of the March 1997 speed survey and prevailing speeds.
ROADWAY SEGMENT
Ynez Road between Rancho California Road and
Winchester Road
Ynez Road botween Solana Way and
Winchester Road
PERCENTILE POSTED RECOMMENDED
· SPEED SPEED LIMIT
1991 1997 ·
48 48 45 45
47.5 48 45 45
The number and type of accidents on Ynez Road between Raneho California Road and Winchester
Road do not suggest that a problem exists and therefore, variation from the 851h percen~le speed is
not justified. There have been six (6) speed related accidents on Ynez Road between Rancho
California Road and W'mchester Road from January 1996 to January 1997 (not including intersection
accidents).
Traffic or roadside conditions that are not readily apparent to the drivers were not a factor in this
speed zoning. The existing horizontal curves on Ynez Road provide adequate sight distance and
therefore, downward speed zoning is not required.
FISCAL IMPACT:
None
Attachments:
1. Exhibit "A" - Location Maps
2. Exhibit "B' - Speed Data
/
SPEED LIMIT STUDY
EXHIBIT "A" ~
MAP
\\ A~".. \ ~,, .'/,"'
SPEEDPLOT 2 Spot Speed Analysis Ver. 2.00A/McTRANS
Ynez Road: Rancho California Rd. to Soloana Way
DIRECTION(S) ....... N/S
DATE ............... 3/10/1997
TIME ............... 3:30
POSTED SPEED LIMIT.45 MPH
CUM
MPH NO. PCT. PCT.
<10 0 0.0 0.0
10 0 0.0 0.0
11 0 0.0 0.0
12 0 0.0 0.0
13 0 0.0 0.0
14 0 0.0 0.0
15 0 0.0 0.0
16 0 0.0 0.0
17 0 0.0 0.0
18 0 0.0 0.0
19 0 0.0 0.0
20 0 0.0 0.0
21 0 0.0 0.0
22 0 0.0 0.0
23 0 0.0 0.0
24 0 0.0 0.0
25 0 0.0 0.0
26 0 0.0 0.0
27 0 0.0 0.0
28 0 0.0 0.0
29 0 0.0 0.0
30 0 0.0 0.0
31 0 0.0 0.0
32 0 0.0 0.0
33 0 0.0 0.0
34 0 0.0 0.0
35 1 1.0 1.0
36 0 0.0 1.0
37 1 1.0 1.9
38 1 1.0 2.9
39 2 1.9 4.9
40 4 3.9 8.7
41 3 2.9 11.7
42 5 4.9 16.5
43 6 5,8 22.3
44 7 6.8 29.1
45 11 10.7 39.8
46 17 16.5 56.3
47 21 20.4 76.7
48 11 10.7 87 · 4
49 6 5.8 93.2
50 2 1.9 95.1
51 1 1.0 96.1
52 1 1.0 97 · 1
53 2 1.9 99.0
54 0 0.0 99.0
55 I 1.0 100.0
>55 0 0 · 0 100.0
50TH PERCENTILE SPEED ....
85TH PERCENTILE SPEED ....
10 MPN PACE SPEED ........
PERCENT IN PACE SPEED ....
PERCENT OVER PACE SPEED..
PERCENT UNDER PACE SPEED.
RANGE OF SPEEDS ..........
VEHICLES OBSERVED ........
AVERAGE SPEED ............
............ 46
............ 48
· 40 through 49
........ 88.3
........ 6.8
........ 4.9
..... 35 to 55
.......... 103
......... 45.6
CUMULATIVE PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
100 **'100
_ **** _
90 90
_ · _
80 80
_ · _
70 70
60 60
_ · _
50 50
40 * 40
30 , 30
20 · 20
_ , -
10 ** 10
0*****~******************~*** 0
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
10 20 30 40 50
PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
15 15
10 10
5 5
- I
- I -
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
10 20 30 40 50
EXHIBIT "B"
SPEEDPLOT 2 Spot Speed Analysis Ver. 2.00A/McTRANS
Ynez Road: Solana Way to Winchester Road
DIRECTION(S) ....... N/S
DATE ............... 3/10/1997
TIME ............... 3:00
POSTED SPEED LIMIT.45 MPH
CUM
MPH NO. PCT. PCT.
<10 0 0.0 0.0
10 0 0.0 0.0
11 0 0.0 0o0
12 0 0.0 0.0
13 0 0.0 0.0
14 0 0.0 0.0
15 0 0.0 0.0
16 0 0.0 0.0
17 0 0.0 0.0
18 0 0.0 0.0
19 0 0.0 0.0
20 0 0.0 0.0
21 0 0.0 0.0
22 0 0.0 0.0
23 0 0.0 0.0
24 0 0.0 0.0
25 0 0.0 0.0
26 0 0.0 0.0
27 0 0.0 0.0
28 0 0.0 0.0
29 0 0.0 0.0
30 0 0.0 0.0
31 0 0.0 0.0
32 0 0.0 0.0
33 0 0.0 0.0
34 0 0.0 0.0
35 I 0.9 0.9
36 0 0.0 0.9
37 0 0.0 0.9
38 I 0.9 1.8
39 3 2.6 4.4
40 3 2.6 7.0
41 2 1.8 8.8
42 3 2.6 11.4
43 10 8.8 20.2
44 7 6.1 26.3
45 21 18.4 44.7
46 27 23.7 68.4
47 17 14 · 9 83.3
48 7 6.1 89.5
49 7 6.1 95.6
50 3 2.6 98.2
51 1 0.9 99.1
52 0 0.0 99.1
53 0 0.0 99.1
54 i 0 · 9 100 · 0
55 0 0 · 0 100 · 0
>55 0 0 · 0 100 · 0
50TH PERCENTILE SPEED ................. 46
85TH PERCENTILE SPEED ................. 48
10 MPH PACE SPEED .......... 40 through 49
PERCENT IN PACE SPEED .............. 91.2
PERCENT OVER PACE SPEED ............ 4.4
PERCENT UNDER PACE SPEED ........... 4.4
RANGE OF SPEEDS ................. 35 to 54
VEHICLES OBSERVED .................... 114
AVERAGE SPEED ....................... 45.4
CUMULATIVE PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
100 ******100
, _
90
80
,
,
10 **
_
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
10 20 30 40 50
* 90
, _
80
* 70
60
50
, _
40
30
20
10
0
PERCENT VS. SPEED (MPH)
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
15 15
10 10
5 5
- ! I-
+ .... + .... + .... + .... + .... + .... + .... + .... + .... +
10 20 30 40 50
ITEM NO. 8
AGENDA REPORT
TO:
FROM:
DATE:
SUBJECT:
Public/Traffic Safety Commission
Ali Moghadam, Associate Engineer
March 27, 1997
Item 8 (Discussion Item)
On-Street Parking ~ Citywide
RECOIVIMENDATION:
That the Public/Traffic Safety Commission review the existing parking restriction on circulation streets and
discuss the citywide on-sWeet parking prohibition and bike lane facilities.
BACKGROUND:
The Public/Traffic Safety Commission has reviewed several on-street parking issues on circulation element
streets in the past, and has directed staff to provide a map indicating the existing parking restriction and bike
lanes within the City boundaries. Exhibit "A" depicts the existing "No Parking" zones and "No Parking/Bike
Lane" on circulation streets. The circulation streets, which are not improved to ultimate width and the existing
pavement is not adequate for parking, are not posted as "No Parking." Upon widening of these circulation
streets, parking restriction and bike lane installation will be eousidered.
FISCAL IMPACT:
None
Exhibit "A" - Existing Parking Restriction and Bike Lanes
/
ITI
X
z
:1>
Z
ITEM NO. 9
TRAFFIC ENGINEER'S REPORT
CAPITAL IMPROVEMENT PROJECTS
Monthly Activity Report
MARCH 1997
Submitted by: Joseph Kicak
Prepared by: Don Spagnolot~5
Date: March 25, 1997
I. WORK UNDER CONSTRUCTION:
1.1-15/Winche~ter Road lnterchatlffe Modifications:
The contractor has removed all formwork from the sides of the wing walls located at the base of
the bridge supports. The construction of the exterior face of the new tie-back retaining wall will
be completed by the end of March. Although the new north bound loop on-romp has been rough
graded, several additional grading steps must be performed prior to the placement of asphalt
scheduled during the months of April and May. The completion date for the project is September.
2, Fin Station 1tl4:
The building improvements are essentially complete with the contractor attending to outstanding
"pick-up' items. It was recen~y determined that the water main pressure in Pauba Road is not
sufficient to serve the building fire and water systems. The design of a booster pump system is
preseafiy being expedited. Remaining off-site items include concrete down drains, brow ditches
and hydro seeding. Completion of these items is planned for the second week of March. Striping
of the asphalt pavement in Pauba Road is scheduled for the week of March 10. Anticipated
project completion is the week of March 17.
3. Waleott Corridor:
The contractor is currently working on the storm drain systems and laying the base material in the
street. The utility companies have completed the installations of the dry utilities. During the
week of March 17, the contractor will begin paving the street and will complete the entire project
including hydro seeding of the slopes in May 1997.
4. Sam Hiek~ Mon. iment Park InXllrovement PrOject:
The park improvements have been completed. Staff is recommending that City Council accept
the project at the March 18, City Council meeting.
5. Traffic S~gpal at Route 79S and Margllrila RoadfRedhawk Parkway:
The traffic signal has been installed and is currently operating on flashing red, since the existing
striping does not align with the signal heads. Upon completion of the assessment disWict's road
work and re-striping of the intersection, the traffic signal will be put into full operation.
6. EmergenCy Generator:
The Emergency Generator project has been completed. Staff is recommending that the City
Council accept the improvements at the March 25, City Council meeting.
Monthly Activity Report
March 25, 1997
Page 2
7, City Mnint~nnnre Facility:
The building interior walls have been dry walled and are presently being painted. Tile work and
installation of the lockers is scheduled for the week of March 17. The exterior stucco finish is
comple~ and the windows have been installed. The contractor is grading the yard in preparation
for the placement of concrete pavement by March 21. The project completion is scheduled for
April 17.
8. City Wide Intell~ent Traffic Manalement System
Plans and specifications for Phase H of this project were submitted to CalLvans to obtain an
encroachment permit. Caltrans has required additional documents and our consultant is preparing
the requested information. This project should be ready to be advertised in March.
9. Acoustic Panek at the CRC Gym:
On February 25, the City Council awarded the project to Inland Acoustics, Inc. This project will
include installation of acoustical panels on ~e walls and on ~e coiling in the basketball gym at
the Community Recreation Center. Also, additional protection pads will be placed at boffi ends
of the ba-~ketball court to provide a cushion for the ball players. Once ~e contract documents are
submitted and a purchase order is issued a pre-construction meeting will be scheduled. The
contract documents requires the work to be doae between March 26 and April 16 due to
scheduling of the gym facility.
10, FY95-96 Pavement Man~ement System
On March 18, the City Council awarded the project to Laird Construction Co., Inc. This project
includes removing and reconstructing the A.C. pavement and providing only an overlaying
portions of Rancho Vista Road, Solana Way, and La Serena Way. Once the contract documents
are submitted and a purchase order is issued a pre-construction meeting will be scheduled.
11.6th Street
Work will continue on the restroom building with the installation of interior fuctures and the
placement of exterior wood siding. Rolled curb is being placed along Front Street, and base
materials which will be used for the foundation will also be placed along Front Street in
preparation for the wooden boardwalk. Work on the parking lot will also begin with the
installation of railroad tie curbs. The project is scheduled for completion in May 1997.
H. WORK IN DESIGN:
1, 1-15/!~nneho California Road Interchange Modifications:
Roadway plan check comments from Caltrans (District 8) were received by the consultant on
February 18, 1997. Most of Caltran's comments were regarding traffic and electrical items and
the consultant met with Caltrans on Wednesday, March 12 to resolve them. Roadway plans will
be resubmiltecl te Caltrans (District 8) on Wednesday, March 19 for final approval. The project
will be bid as soon as Calftans approves and signs the plans. This project includes widening the
Rancho California Bridge and providing a northbound loop on- ramp.
Monthly Activity Report
March 25, 1997
Page 3
2. I-IS/Overland Drive Overcro~iilg Inll)rovemen,~:
Roadway plan check comments from Caltrans (District 8) should be return to the consultant by
the end of March. The structural plans were approved and signed by Caltrans Division of
Structures. The Construction Cooperative Agreement has been approved by both Caltrans and the
City Council. SCE wffi be relocating the existing 115, 33, & 12 KVA overhead powerlines to
an area just south and parallel to the proposed Overland Drive Overcrossing Improvements. The
City sent SCE a copy of the roadway plans in early February for their use in plotting the proposed
route of the power lines and SCE will return the plans to the City the week of March 17.
3. Marg~ritn Community Park:
Final plan check is expected to be completed the first week of April. The project is scheduled to
go out to bid by April 10. The project includes picnic areas, a tot play area, restroom facilities,
and open tuff areas. The development of the two ball fields on the school district property will
include two lighted tennis coutls, and one lighted hockey facility and will be an add-alternate bid
item.
4. Traffir Sifthal at SR-79S and Bedford Court
CalWans has approved the plans and specifications for this project and has issued the encroachment
permit. Request for solicitation of bids is schedule for the March 18, City Council meeting.
$. Traffic S~g~=I at Mar~rita Road k Solam, W~y
The preliminary design has been completed and staff will fmalize the plans this month. This
traffic signal will be constructed using the existing equipment that are stored in the city yard.
6. FY96-97 Pavement Mam~ement System
The consultant has started the design services for the third annual pavement project which will be
for the rehabilitation of Jefferson Avenue from the northerly City limits to Rancho California
Road.
7. Pavement Man~ement System UpDate
The consultant has begun the research for this project. This project will review and up-date the
existing Pavement Management System which will include adding all new streets, preparing a new
5-year street maintenance program, and up-dating the computer generated City map.
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Joseph Kicak, Director of Public Works/City Engineer
(~Brad Buron, Maintenance Superintendent
March 3, 1997
Monthly Activity Report - February, 1997
The following activities were performed by Public Works Department, Street Maintenance Division in-
house personnel for the month of February, 1997:
I. SIGNS
A. Total signs replaced 45
B. Total signs installed 43
C, Total signs repaired 3
TREES
A. Total trees trimmed for sight distance and street sweeping concerns 71
POTHOLES
A. Total square feet of potholes repaired 268
CATCH BASINS
A. Total catch basins cleaned 67
RIGHT-OF-WAY WEED ABATEMENT
A. Total square footage for right-of-way abatement 15,330
GRAFFITI REMOVAL
A. Total locations 6
B. Total S.F. 1,741
STENCILING
A. 273 New and repainted legends
B. 3,830 L,F. of new and repainted red curb and striping
III.
IV.
V.
VI,
VII.
MONTHLY ACTIVITY REi ,-~T- February, 1997
Also, City Maintenance staff responded to 28 service order requests ranging from weed abatement,
tree trimming, sign repair, A.C. failures, litter removal, and catch basin cleanings.
This is compared to 29 service order requests for the month of January, 1997.
The Maintenance Crew has also put in 75 hours of overtime which includes standby time, special
events and response to street emergencies.
Project Name:
Citywide Slurry Seal
PW95-18 FY95-96
Unit Price Amount
1. Traffic Control L.S. $14,000.00 $14,000.00
2. Crack Seal L.S. $62,000.00 $62,000.00
3. Type II Slurry Seal 3,076,933 S.F. $ 0.0453 $139,385.06
4. R & R Striping L.S. $25,600.00 $25,600.00
TOTAL $240,985.06
PESTMASTER SERVICES has completed the following:
· 1,857,455 S.F. of right-of-way weed control, total cost $19,391.83 compared to $0.00 for
January, 1997.
The total cost for Street Maintenance performed by Contractors for the month of February, 1997 was
$281,738.51 compared to $26,734.24 for the month of January, 1997.
Account No. 5402
Account No. 5401
Account No. 999-5402
$281,738.51
5,484.00
.00
CC:
Don Spagnolo, Principal Engineer - Capital Projects
Ron Parks, Principal Engineer - Land Development
Alli Kuhns, Senior Management Analyst
STREET MAINTENANCE CONTRACTORS
The following contractors have performed the following projects for the month of February, 1997
DA,T,E STREET/CHANNEL/BRIDGE DESCRIPTION OF WORK TOTAL
ACCOUNT #
NELSON PAVING: iANDSEALING:
02/04/97 29999 Ynez Road
A.C. Overlays.
# 5402
Total S.F. 30
Total A.C. 1 Tons
02/13/97 &
02/14/97
Old Town (Rod Run)
TOTAL COST
2 Day - 4 Person
A.C. Patch Crew
$800.00
# 5402
Total S.F. 2,800
Total A.C. 24 Tons
02/13/97 &
02/14/97
APOLI, O:!SWEEPING::::CO,
Citywide
TOTAL COST $3,900,00
Center painted medians and
intersections.
# 5402
Total Hours 15.5
02/11/97
#5402
MONTELEONE EXCAVATING;:
Margarita Road
TOTAL COST $1,007.50
Backfill open trenches & shoulder grade.
02/12/97
#5402
Old Town (Rod Run)
TOTAL COST
8 Hr. water truck
8 Hr. Labor
(For dust control)
TOTAL COST
$1,044.00
$824.00
02/14/97
//5402
Diaz Road between Rancho California
Road and Winchester
Shoulder grade.
TOTAL COST
$696.00
February, 1997
Contractors Report
02/24/97
//5402
MAPI fs: & Aii0CiA !E5
La Paz at Vallejo and Ynez
A.C, repair, radius repair
shoulder grading,
Total S.F. 73~
Total A.C. 17 Ton
02/24/97
TOTAL COST $3,790.12
Pala Road at HWY 79(S) Widening of radius.
#5402
Total S.F. 10,000
Total A.C. 75 Ton
02/18/97
//5402
PESTMASTERiSERVI(;ES;
Avenita Buena Suerte
TOTAL COST $7,500.00
Removal of 18 shrubs from right of way
for sight distance.
02/28/97
//5402
:C, ARY OlRIAN: FENCING
Calle Medusa at Enfield
TOTAL COST $1,500.00
: ::
Cage in storm-drain outlet.
TOTAL S.F.
TOTAL AoC.
TOTAL AMOUNT ACCT//5402
TOTAL COST
$1,200.00
13,561S.F.
117 Tons
$21,361.62
February, 1~4)7 Contractors Report
DATE
ACCOUNT #
5401
11 / 10/97
#5401
STREET/CHANNEL/BRIDGE
DESCRIPTION OF WORK TOTAL COST
Pauba Road desliting pond
emergency repairs.
* Slit & debris removal.
TOTAL COSTS $5,484.00
TOTAL AMOUNT ACCT ~ $5,484.00
#5401
DATE
ACCOUNT #
STREET/CHANNEL/BRIDGE
NONE-
DESCRIPTION OF WORK TOTAL
COST
SIZE
- 0
-u I-
0 ~
ITEM NO. 10
POLICE CHIEF'S REPORT
City of Temecula
43200 Business Park Drive · Temecula, CA 92590 · MailingAddress: PO Box 9033 · Temecula, CA 92589-9033
(909) 6946444 · Fax (909) 694-1999
TO:
City Council
PublicfFrsfi% Safety Commission
Ronald Bradley, City Manager
FROM: Pete Labahn
Police Department
DATE:
RE:
March 14, 1997
POLICE DEPARTMENT ACTIVITY REPORT FOR FEBRUARY, 1997
The following report reflects Part One crimes, traffic enforcement and miscellaneous activity
occuning during February of 1997.
Part One crime statistics are displayed by district within the City, providing stable parameters for
monitoring criminal activity, and aiding in planning police resource deployment.
The Police Department issued 319 traffic citations last month, which compares with 411 issued in
February of 1996. The number ofnon-injury traffic collisions remained consistent with that reported
last year, while collisions resulting in injury declined significantly. Temecula experienced no fatal
traffic collisions in February. Arrests for driving under the influence of alcohol increased f~om
February of 1996. Keported burglaries, grand theft, felony assaults and robberies increased, while
auto thefts remained relatively consistent with last year. Arrests made during the month totaled 143,
which represents a significant increase ~'om the previous year' s figure.
The Police Department responded to thirty one "priority one" calls for service during the month of
February, with an average response time of slightly over seven minutes. A total of 1,965 calls for
police service were generated in the City of Temecula during the month.
Temecula's school resource officers made one felony arrest and three misdemeanor arrests in
February. They had over numerous scheduled and self-initiated contacts concerning student behavior
and conduct, and submitted thirty five reports that otherwise would have been assigned to patrol
personnel.
POLICE DEPARTMENT ACTMTY
February, 1997
With School District personnel, school resource officers attended a one day conference sponsored
by the Desert Sands Unified School District in the Coachelh Valley. They are fmalizing plans to join
several School District representatives at a conference in Laughlin, Nevada in March.
The Temecula Police Department' s crime prevention officer conducted forty five business checks last
month. One article ti~ed, "Check Cashing Safety Tips for Businesses" was written for the March
edition of the Valley Business 3oumal. The crime prevention officer conducted one neighborhood
watch meeting one "Stranger Danger" presentation, and participated in a Community Drug Forum
conducted on February 6, 1997. He also completed and submitted ten police reports which otherwise
would have required response from a patrol ofiScer.
Wodc continued in February which w~l result in improvemems being made in the Police Department' s
satellite office in the Town Center Shopping Center. We hope to occupy this facility in May of 1997.
T emecula' s Problem Oriented Policing (POP) Team completed a anti-grafiiti program which involved
contact with Temecula retailers to check compliance with the City' s requirements concerning storage
and disphy of spray paint products. The POP team also continued its ongoing involvement with the
Temecula Rental Apartment Association, with their efforts concentrated on the Temecula Gardens
Apartment complex.
During February, the Police Department, with assistance from reserve officers and Police Explorers,
provided security at the 1996 Temecula Rod Run in Old Town. Since the event, Police Department
personnel have participated in two after action meetings intended to identify and preserve data which
will assist in running next year' s event.
Volunteers from the community continue to be an integral part of the Temecula Police Department's
sta~. Under the guidance of volunteer coordinator Ed Bekas, the Police Department's voinnteff staff
contributed 501 hours of service in February.
Temecula Police
Department
Monthly Statistics
February 1997
1989
March 97
of Contents
statistioal Information
Map of Districts .................................... Page 01
February 1997 Number Totals ......................... Page 02
February 1997 Number Totals ......................... Page 03
Graphs
Part 1 Property Crimes .............................. Page 04
Part 1 Persons Crimes ............................... Page 05
Activity Breakdown by District ...................... Page 06
Burglaries by District .............................. Page 07
Burglary Comparison ................................. Page 08
Arrest Statistics ................................... Page 09
Miscellaneous Activity .............................. Page 10
Traffic Violations .................................. Page 11
Traffic Collisions .................................. Page 12
Narcotic Activity ................................... Page 13
City of Temecula
Reporting Districts
ZIP CODE
TEMECULA
CRIME A B C D S F
HOMICIDE 0 0 0 0 0
RAPE 0 0 0 0 0
ROBBERY 0 0 0 0 1 4
FELONY ASSAULT 0 0 0 1 0 0
TOTAL PERSONS 0 0 0 I I 4
BURGLARY 3 3 1 1 2 10
GRAND THEFT 0 2 2 3 4 2
AUTO THEFT 0 2 0 1 3 3
ARSON 0 0 0 0 0 0
TOTAL PROPERTY 3 7 3 5 9 15
GRAND TOTAL 3 7 3 6 10 19
HAZARD CITES 11 7 7 6 22 9
NON-HAZARD CITES 8 4 0 5 10 7
PARKING CITES 8 2 I 7 17 39
TOTAL CITES 27 13 8 18 49 55
DIST. PEACE 15 8 8 3 14 7
:SHOPLIFT 1 0 0 0 0 10
P~:~ ~'fTHEFT 1 1 I 0 3 5
VANDALISM 1 3 9 0 1 3
MISD. ASSAULT 3 0 6 2 2 6
ALARMS 7 6 12 41 44 26
PUBLIC INTOX. 2 2 0 0 4
DU~ 1 0 0 0 6 3
TOTAL 31 20 36 46 74 61
TIC INJURY 2 0 0 0 2 2
TIC NON-INJURY 5 3 0 3 15 17
FATAL TIC 0 0 0 0 0 0
TOTAL TIC 7 3 0 3 17 19
RESID. BURGLARY 3 2 0 0 0 0
,COMM. BURGLARY 0 1 0 0 0 10
OTHER BURGLARY 0 0 0 0 0 0
VEHICLE BURGLARY O 0 I 1 2 0
MISD. ARRESTS
FELONY ARRESTS
TOTAL ARRESTS
TOTAL ACTIVITY
I;o ;I
I 131 4l 31 ' 01 ' 81
H
0 0
0 0
0 0
1
I 1
I 0
I 0
I 1
0 0
3 1
4 2
5 4
2 5
5 16
12 25
9 15
I 2
1 2
1 3
4 4
5 11
2 0
0 2
23 39
1 1
2 2
0 0
3 3
0 0
0 0
0 0
1 0
SUB-TOTAL
0
0
5
3
8
22
14
11
0
47
55
72
42
98
212
81
14
14
24
28
153
12
13
339
8
48
0
56
6
11
0
5
15
71 3l 6O
I 681 431 471 731 ~501 ~541 421 691 161 662
Page 2
CRIME J K L M N O
HOMICIDE 0 0 0 0 0
RAPE 0 0 0 0 0
ROBBERY 0 0 0 0 0
FELONY ASSAULT 9 1 0 0 0
TOTAL PERSON8 9 1 0 0 0
BURGLARY 5 1 0 0 2
GRAND THEFT 2 2 3 0 0
AUTO THEFT 1 3 0 0 0
ARSON 0 0 0 0 0
TOTAL PROPERTY 8 6 3 0 2
GRAND TOTAL 17 7 3 0 2
HAZARD CITES 10 9 6 4 3
NON-HAZARD CITES 21 6 4 0 0
PARKING CITES 18 3 2 4 2
TOTAL CITES 49 18 12 8 5
DIST. PEACE 23 16 14 0 11
SHOPLIFT 2 0 0 0 0
PETTY THEFT 6 3 3 1 1
VANDALISM 7 3 6 1 4
MISD. ASSAULT 3 4 0 0 1
ALARMS 31 20 22 5 16
PUBLIC INTOX. 32 2 0 0 0
DUl 5 0 0 1 1
TOTAL 109 48 45 8 34
TIC INJURY 0 1 0 0 0
TIC NON-INJURY 5 1 3 2 0
FATAL TIC 0 0 0 0 0
TOTAL TIC 5 2 3 2 0
RESID. BURGLARY I 0 0 0 0
COMM. BURGLARY 0 0 0 0 0
OTHER BURGLARY 3 0 0 0 0
VEHICLE BURGLARY 1 1 0 0 2
MISD. ARRESTS
FELONY ARRESTS
TOTAL ARREBT&
TOTAL ACTIVITY
I 691 11
p Q 8UB-TOTAL TOTAL
0 0 0 0 0
0 0 0 0 0
0 0 0 0 5
0 0 0 10 13
0 0 0 10 18
0 7 3 18 40
0 0 I 8 22
0 1 0 5 16
0 0 0 0 0
0 8 4 31 78
0 8 4 41 96
0 2 2 36 108
0 3 0 34 76
0 8 0 37 135
0 13 2 107 319
0 12 4 80 161
0 0 0 2 16
0 I 1 16 30
0 2 0 23 47
0 2 1 11 39
3 9 11 117 270
0 2 0 36 48
0 0 1 8 21
3 28 18 293 632
0 0 0 1 9
2 3 1 17 65
0 0 0 0 0
2 3 I 18 74
0 6 1 8 14
0 0 0 0 11
0 1 1 5 5
0 0 I 5 10
ol 71 ol 51 ol 831 143
I 1801 751 631 411 51 521 251 4591 1121
Page 3
_-- 0
o- o- ~.~
2 2
ITEM NO. 11
FIRE CHIEF'S REPORT
TO:
Temecula City Council
Temecula Public Safety Commission
Attn: Mr. Ron Bradley
Temecula, City Manager
RE:
TEMECULA FIRE SERVICES
January & February 1997, Activity Reports
The following statistics reflect the monthly fire suppression and
the fire prevention activities for the months of January and
February 1997.
Crews at all three stations have been busy doing fire safety
inspections throughout the business community completing just under
500 inspections in the first two months of this year.
Personnel assigned to Truck 73 attended Heavy Rescue Systems II
training in February. Three firefighters spent five days covering
techniques for rescuing victims from collapsed buildings, tunnels,
freeway overpasses/bridges, etc. One of the important lessons
learned during this week-long training was what would be the
minimum equipment required to perform rescues under a collapse
scenario. We are currently researching costs for this equipment in
hopes of purchasing it sometime in the future.
There were no news worthy incidents to report and all other
incidents were generally routine in nature.
If you have any questions or concerns related to your fire
protection services, please feel free to contact myself or Division
Chief Barron.
By:
John J. Winder
Battalion Chief
Temecula Battalion
Feb. 1997 ActivitySta 12 Sta 73
Structure Fires 2 14
Vehicle Fires 0 4
Vegetation Fires 0 0
Other Fires 1 0
Medical Aids 67 26
Traffic Collisions17 19
False Alarms 13 8
Fire Menace Standbys2 0
Public Service Assists62
Assists &Covers 6 6
Haz Mat 0 0
TOTAL 114 79
Sta 84 Total
0 16
2 6
0 0
1 2
48 141
8 44
11 32
3 5
2 10
5 17
1 1
81 274
Fire Prevention
Community Activities
School Programs
Fairs & Displays
Company Inspections
LE-38 Dooryard Inspections
Fire Investigations
Burning Permits Issued
TOTALS
T~als
0 3 0 3
4 0 1 5
2 0 2 4
70 177 26 273
0 0 0 0
0 0 0 0
25 0 0 25
101 180 29 310
Station 12
Feb. 1997 - 114 Responses
- Structure Fires (2)
-Vehicle Fires (0)
-Other Fires (1)
Fire Menace Standbys (2)~ ~ -
..L..Z:i
Traffic Collisions (17)~ ...~ ~ ....
Aids (67)
Station 73
Feb 1997- 79 Responses
Assists & Covers (6)
Public Service Assists (2)
Fire Menace Standbys (0)~, -~-\/-Structure Fires (14)
False Alarms (8)-~~~. Vehicle Fires (4)
====================== ~ Vegetation Fires (0)
..... ~:::~:~ii'!i::i~!i;;::i;i:~!:!;i:i:i::i;i:~ii:;;i;!i!:~! : ::~ :::: ~::Other Fires (0)
......................................
Traffic Collisions (19) --
"\\--_ y Y~"~-Medical Aids (26)
Station 84
Feb. 1997- 81 Responses
Haz Mat (1)-
Assists & Covers
Public Service Assists
Fire Menace Standbys
Structure Fires (0)
Fires (2)
etation Fires (0)
Fires (1)
False Alarms (11)~
Traffic Collisions (8)-
;dical Aids (48)
City Response Totals
Haz Mat (1) IStructure
Fire Menace Standbys (5) ~,~ False Alarms (32)~
~ ! ..
Traffic Collisions (44)
Fires (16)
Fires (6)
etation Fires (0)
(2)
· -Medical Aids (141)
Station Response Totals
February 1997 - 274 Responses
Sta 84 ( 81 ) ~
~Sta 12 (114)
Sta 73 (79):
Jan. 1997 ActivitySta 12 Sta 73
Structure Fires 5 16
Vehicle Fires 1 2
Vegetation Fires0 0
Other Fires 0 0
Medical Aids 66 30
Traffic Collisions17 12
False Alarms 26 12
Fire Menace Standbys21
Public Service Assists31
Assists &Covers 7 8
Haz Mat 0 1
TOTAL 127 83
Sta 84 Total
2 23
0 3
0 0
1 1
58 154
8 37
8 46
0 3
6 10
18 33
0 1
101311
Fire Prevention
Community Activities
School Programs
Fairs & Displays
Company Inspections
LE-38 Dooryard Inspections
Fire Investigations
Burning Permits Issued
TOTALS
2 2
1 1
0 2
30 183
0 0
0 0
38 0
71 188
Totals
0 4
1 3
0 2
8 221
0 0
0 0
0 38
9 268
Station 12
Jan 1997 - 127 Responses
Assists & Covers
Public Service Assists
Fire Menace Standbys
False Alarms (26)- i,,; " ",
~Structure Fires (5)
Fires (1)
Fires (0)
Fires (0)
-Medical Aids (66)
Traffic Collisions (17)
Station 73
Jan. 1997 - 83 Responses
Traffic Collisions (12)-
'\'~\~-_ /~'~-Medical Aids (30)
Station 84
Jan 1997-101 Responses
Assists & Covers
Public Service Assists (6)-
ire Menace
False Alarms (8)
Traffic Collisions (8)
-Structure Fires (2)
Fires (0)
etation Fires (0)
(1)
-Medical Aids (58)
City Response Totals
sH~3~-~(~)~
Assists & Cover
Public Service Assists (10)
Fire Menace Standbys (3) ;)~
False Alarms (46) --~
-Structure Fires (23)
Vehicle Fires (3)
V~getation Fires (0)
her Fires (1)
-:~:::::::: .......... :: ............ .-
.:~;?.........._...,_Z'~!!'!::..::
Traffic Collisions (37)
· Medical Aids (154)
Station Response Totals
January 1997
Sta 84 (101)
rSta 12 (127)
Sta 73 (83)
ITEM NO. 12
COMMISSION REPORTS