HomeMy WebLinkAboutLD23-7501Permit Number: LD23-7501
LD - Utilities/ Access to Utility Agency Facilities
Issued: 03/27/2024
Expired: 10/14/2024
Job Address: 40355 Winchester Rd
Legal Description:
City of Temecula - Land Development Division
41000 Main Street - Temecula, CA 92590
Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033
Phone: (951) 308-6395 Fax: (951) 694-6475
Frontier Communications
(Utility Billing)
Network Engineering – Bldg. A. 1400 E. Phillips Blvd, Building A
Pomona, CA 91766
(909) 469-6327
Applicant:
Gulbranson Services Inc.
15371 Bonanza Rd Unit A,
Victorville, CA 92392
(760) 843-0330
Contractor:
Utility Work Order Number: ASR 3967968
Description:
Frontier ASR 3967968
WORK HOURS SHALL BE SUNDAY – THURSDAY, NO HOLIDAYS, 9:00pm – 5:00am
Location:
MH419 - Winchester Rd SE/S 115' SW/O Ynez Rd
MH1141 - Margarita Rd W/S 280' N/O Winchester Rd
MH1239 - West Corner of Winchester Rd/Margarita Rd Intersection
HH1298 - Margarita Rd E/S 540' N/O Winchester Rd
Proposed work:
Access three (3) manholes and one (1) handhole to splice cable as shown on Frontier "SITE PLAN 40355
WINCHESTER RD, LD23-7501"
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD23-7501
Permittee shall comply with all applicable Traffic Control General Notes.
Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times.
Concrete repair shall be in accordance with City Standards and the Greenbook.
Trench repair shall be in accordance with City Standard Drawing 407.
Final compaction test results shall be provided by a soils engineer.
Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be
removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook.
Page 1 of 3
Permit Number: LD23-7501
LD - Utilities/ Access to Utility Agency Facilities
All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of
Public Works Inspector.
Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work.
Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of
project
Permittee Responsibilities
This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees,
harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any
accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under
the permit granted pursuant to this application.
Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407.
3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction
area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and
Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the
City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element
streets.
2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133
A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee
shall contact LDInspections@TemeculaCA.gov to schedule a meeting.
1.
4.
Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance.
Contractor is required to provide protection of the City storm drain system.
5.
Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted.
No work shall be allowed during City-recognized holidays."
6.
THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED
PROVISIONS:
All U.S.A. mark outs shall be removed prior to completion of project.7.
8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of
Liability prior to start of work.
9.Should there be any claim against the City and the property owner with the encroachment being the proximate
cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will
remove and bill the owner.
10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is
understood that this permit is limited to the work described herein and that all work is to be done in compliance
with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible
for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or
replacement of any existing improvement damaged by the doing of the work
I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of
Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether
herein stated or not.
11.
12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of
the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit.
******Contractor and all subcontractors shall be present at the pre-construction
meeting; otherwise, the meeting will be rescheduled to a later date******
Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall
be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13.
Page 2 of 3
Permit Number: LD23-7501
LD - Utilities/ Access to Utility Agency Facilities
Permitee Date
City Engineer or Authorized Representative Date
03/27/2024
Page 3 of 3
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\FORMS\Permit Applications\Encroachment Permit App.docx Page 1 of 2 Revised: 06/03/2019
APPLICATION INFORMATION PA No.: PERMIT NO.:
Type of Encroachment: Street/Storm Drain Sewer/Water Utility Trenching
Signing & Striping Traffic Signal Miscellaneous (SPECIFY BELOW)
The undersigned hereby applies to excavate, construct and otherwise encroach on City street right-of-way, as
follows:
Name(s) of street(s) and/or street address:
Utility Work Order #: Start Date: End Date:
In consideration of granting this application, all applicants including utility companies hereby agree to:
1. If applicable, submit two (2) sets of Construction Drawings along with two (2) sets of the appropriate Traffic Control Plans, proof
of City Business License for all parties involved, proof of Contractor’s License along with this application at the time of submittal.
See the Traffic Control Plan Checklist for details.
2. Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against
any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or dam age to
persons or property happening or occurring as a proximate result of any work under taken under the permit granted pursuant to
this application. (See below for specific liability insurance requirements.)
3. Remove/relocate any encroachment installed/maintained under this permit, upon written notice from the City Engineer.
4. Notify the Land Development Inspection Division via email at LDInspections@temeculaca.gov at least two (2) working days prior
to commencing construction. Hold a pre-construction meeting prior to the start of construction. The developer/general
contractor must be present for the timely request of inspections.
5. Comply with the Standard Specifications, most current Improvement Standard Drawings for Public Works Construction, City of
Temecula Municipal Code Chapters 13.04 and 18.12, terms and conditions of the permit and all applicable rules and regulations
for the City of Temecula and other public agencies having jurisdiction.
LIABILITY INSURANCE REQUIREMENTS
PROVIDE PROOF OF INSURANCE COVERAGE MEETING THE REQURIEMENTS STATED BELOW OR A CITY ATTORNEY APPROVED EQUIVALENT WITH
THE CITY NAMED AS ADDITIONAL INSURED. IN THE EVENT THAT THE INSURANCE IS PROVIDED BY THE CONTRACTOR, THE CITY AND THE
OWNER/DEVELOPER MUST BE NAMED AS ADDITIONAL INSURED.
THIS REQUREMENT SHALL BE MET BY EITHER THE APPLICANT (DEVELOPER, OWNER, PUBLIC UTILITY AGENCY OR FRANCHISE) OR BY THE
CONTRACTOR PERFORMING THE SUBJECT WORK, PRIOR TO BEGININNG ANY WORK PROPOSED UNDER THE SUBJECT ENCROACH MENT PERMIT.
LD23-7501
Frontier to access (3) existing manholes and (1) existing handhole to splice existing cable to provide
service to customer located at 40355 Winchester Rd
Duration of Work: 2 Days Frontier Engineer: Raul Rivas (909) 406-3178
S/S/O Winchester Rd, W/O Ynez Rd; W/S/O and E/S/O Margarita
Rd, N/O Winchester Rd; NW corner of intersection between Margarita Rd and Winchester Rd;
ASR 3967968 02/02/24 05/02/24
4
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 01/22/2024
01/22/2024 01/22/2024
01/22/20
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\FORMS\Permit Applications\Encroachment Permit App.docx Page 2 of 2 Revised: 06/03/2019
Proof of coverage shall be by certificate (Accord or equivalent) naming the City of Temecula as certificate holder and the minimum
limits of insurance coverage shall be as follows:
a. General Liability: One million dollars ($1,000,000) per occurrence for bodily injury, personal injury and property damage. If
Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate lim it
shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
b. Automobile Liability: One million dollars ($1,000,000) per accident for bodily injury and property damage.
c. Worker’s Compensation as required by the State of California; Employer’s Liability: One million dollars ($1,000,000) per accident
for bodily injury or disease.
d. Course of Construction: Completed value of the project.
There is a limited exception to this requirement. Owners of single family homes doing work on the home’s driveway approach
located in the public right-of-way, may use their homeowners insurance with public liability and property damage coverage in at
least the following minimum limits and which will name the City of Temecula as an additional insured for the duration of the
encroachment permit:
BODILY INJURY $250,000.00 EACH PERSON
$500,000.00 EACH OCCURANCE
$500,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS
PROPERTY DAMAGE $100,000.00 EACH OCCURANCE
$250,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS
A combined single limit homeowner’s policy with aggregate limits in the amount of $1,000,000.00 will be considered equivalent to
the required minimum limits. Homeowners: a copy of the required homeowners insurance and a Certificate of Insurance showing
the City named as an additional insured shall be attached to the application.
The undersigned applicant and/or contractor states that they have read and agrees to meet all the conditions on this
application, including provisions of required liability insurance or a City Attorney approved equivalent, and acknowledges
that this application will be made a part of the encroachment permit.
APPLICANT’S INFORMATION (THIS SECTION MUST BE COMPLETED)
Company Name:
Mailing Address:
Contact: Phone #: E-mail:
I hereby warrant and represent to the City that I am authorized to execute this permit application on behalf of the
permittee and bind the permittee to the agreements contained herein and any conditions of the permit.
Authorized Signature: Date Applied:
CONTRACTOR’S INFORMATION
Company Name:
Mailing Address:
Contact: Phone #: 24-HR Emergency #:
State Contractor’s License #: Class: City Business License #:
Frontier California Inc
1400 Phillips Blvd, Pomona CA 91766
Debbie WIlliams (909) 798-4400 permits@mountaintcs.com
01/19/24
Gulbranson Services Inc (GSI)
14369 Park Ave, St 201B, Victorville CA 92392
Maria Gongora (760) 843-0330 ext 113
890841
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
TRAFFIC CONTROL PLANS
FOR
PERMIT.
NO. LD23-7501
SHEET OF
6 SHEETS
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
ASR 3967968
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
T
WINCHESTER RD AT JEFFERSON AVE, MARGARITA RD & YNEZ RD
2647
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
SHEET OF
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
W.O.#DRAWN BY:T.G. PAGE:SHEET#:TITLE:OFTRAFFIC CONTROL PLAN#####-#######LOCATION:CITY/STATE:*CITY*, CA#MTCSCOMMUNICATIONSDATE: 1/18/2024FTR ENGINEER:CHOOSE ENGINEERFTR INSPECTOR:CHOOSE INSPECTOR
EXAMPLE
Mountain TopCommunication Services LLCENGINEER'S SEALENGINEER'S INFORMATIONCONTRACTOR:MARKREVISIONSBYAPPR.DATEFOR CITY USE ONLY:TRAFFIC CONTROL PLANSFORPERMIT.NO. LD23-7501SHEETOF6SHEETSCITY OF TEMECULAPUBLIC WORKS-TRAFFIC ENGINEERING DIVISIONASR 3967968D. LYNN PARKERP.O. BOX 1666COTTONWOOD, AZ 86326(909) 472-9983
WINCHEST
E
R
R
D
.
(
4
0
M
P
H
)
YNEZ RD (45 MPH)
SW
G20-2
CONCRETE MEDIAN
CURB
DRIVEWAY
DRIVEWAY
CURB
CURBSW
CONCRETE MEDIAN
SWCURB
CURB
CURBSW
CONCRETE MEDIAN
SWCURB
CURBSWCURB
CONCRETEMEDIAN
CONCRETEMEDIAN
15'12'23'
12'12'12'12'
16'
SWCURB
CURB SWDRIVEWAY
S
12'12'12'VARIES12'12'11'
SWCURB CURBCURB
CURB SW
PROMENADE MALL D
R
I
V
E
W
A
Y
DRIVEWAY
SWCURB
CURB SWCURB
CONCRETE MEDIAN
YNEZ RD (
4
5
M
P
H
)
PAINTED MEDIA
N
350'
350'
W20-1
W20-5R
G20-2
YNEZ R
D
.
(
4
5
M
P
H
)
YNEZ R
D
.
(
4
5
M
P
H
)
PAINTED ME
D
I
A
N
CURB
CURBSW 12'20'12'20'
C30(CA)
45
YNEZ RD (
4
5
M
P
H
)
CURBSW
SWCURB
CURBCURB
YNEZ R
D
(
4
5
M
P
H
)
MANHOLELOCATION
350'
350'
350'
350'
350'
SWCURB
CURBSW
CURBCURBSW
SWCURBCURBCURB
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
WINCHEST
E
R
R
D
(
4
0
M
P
H
)
YNEZ RD.(45 MPH
)
G20-2
CONCRETE MEDIAN
DRIVEWAY
DRIVEWAY
CURB
CONCRETE MEDIAN
SWCURB
CURB
CURBSW
CONCRETE MEDIAN
SWCURB
CURBSWCURBCURB
CONCRETEMEDIAN
CONCRETEMEDIAN
15'12'23'
12'12'12'12'
16'
SWCURB
CURB SWDRIVEWAY
12'11'12'12'
14'
11'14'14'12'12'13'
12'12'12'VARIES12'12'11'
SWCURB CURBCURB
CURB SW
PROMENADE MALL D
R
I
V
E
W
A
Y
W20-1
DRIVEWAY
SWCURB
CURB SWCURB
CONCRETE MEDIAN
YNEZ RD (45 MPH)
PAINTED MEDIA
N
DRIVEWAY
DRIVEWAY
350'
350'
W20-1
W20-5R
G20-2
YNEZ R
D
.
(
4
5
M
P
H
)
YNEZ R
D
.
(
4
5
M
P
H
)
PAINTED MED
I
A
N
CURB
CURBSW 12'20'12'20'
C30(CA)
45
350'
350'
350'
CURBSW
SWCURB
CURBCURB
YNEZ RD (45 MPH)
MH #419LOCATION
250'
250'
250'CURB
350'
350'
250'CURB
CURB CURB
CURB
CURB
CURBWORKAREA
±114'TO C/L
±64'TO C/L
T
CONCRETE MEDIAN
KEEPKEEP
CLEARCLEAR
250'
CURB
107' BIKE TAPER
320' MERGING
T
A
P
E
R
350'
160'SHIFTING T
A
P
E
R
100'DOWN TAP
E
R
DWY
DWY
DWY
DWY
DWY
DWY
PAINTED MEDIAN
CURB
MH #299LOCATION
12'14'14'12'
404040
CONCRETE MEDIAN
MH #1239LOCATION
STOP CONCRETE MEDIAN
CONCRETE MEDIA
N
CONCRETE MEDIAN
CONCRETE MEDIAN CONCRETE MEDIA
N
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
4545
WINCHEST
E
R
R
D
(
4
0
M
P
H
)
MARGA
R
I
T
A
R
D
(
4
5
M
P
H
)
STOP
DWY
DWYCONCRETE MEDIAN
CONCRETE ME
D
I
A
N
SIDEWALK
SIDEWALK BIKE LANE
MH 1239 TCP
CONCRETE MEDIANPAINTED MEDIANPAINTED MEDIAN
404040
STOP
MH #1140LOCATION
CONCRETE MEDIA
N
CONCRETE MEDIAN
CONCRETE MEDIAN CONCRETE MEDIAN
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
WINCHESTER R
D
(
4
0
M
P
H
)
MARGARIT
A
R
D
(
4
5
M
P
H
)
SIDEWALK
BIKE LANE
MH 1140 TCP
4545MH #1349LOCATION
CONCRETE MEDIA
N
CONCRETE MEDIAN
CONCRETE MEDIA
N CONCRETE MEDIA
N
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
WINCHESTE
R
R
D
(
4
0
M
P
H
)
MARGARIT
A
R
D
(
4
5
M
P
H
)
SIDEWALK
SIDEWALK
SIDEWALK CONCRETE MEDIAN
BIKE LANE
MH 1139 TCP
4545
STOP
MH #1350LOCATION
CONCRETE MEDIA
N
CONCRETE MEDIAN
CONCRETE MEDIAN CONCRETE MEDIA
N
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
WINCHEST
E
R
R
D
(
4
0
M
P
H
)
MARGARIT
A
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(
4
5
M
P
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)
MARGA
R
I
T
A
R
D
(
4
5
M
P
H
)
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
CONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE ME
D
I
A
N
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
MH 1350 TCP
350'
350'
350'
180' BIKE TAPER
270' SHIFTING T
A
P
E
R
305'BUFFER
100'DOWN TAP
E
R 350'
250'
250'
DWY
SIDEWALK
100'DOWN TAPER
350'
350'
350'
250'
250'
250'
CURB
250'
250'
250'CURB
WORKAREA
±95'TO C/L±70'TO C/L
WORKAREA
WORKAREA
350'
250'
350'
DWY
CURB
CURB
SIDEWALK
404040
DWY
250'
180' BIKE TAPER
540' MERGE TAPE
R
CURB 250'
CURB
50'TANGENT
350'
WORKAREA
100'CHANNELIZER
CURB
350'
CURB
CONCRETE MEDIANPAINTED MEDIANPAINTED MEDIAN
404040
4545
404040
STOP
STOP
CONCRETE MEDIAN
MH #1239LOCATION
MH #1140LOCATION
MH #1140LOCATION
STOP CONCRETE MEDIAN
CONCRETE MEDIA
N
CONCRETE MEDIAN
CONCRETE MEDIA
N CONCRETE MEDIAN
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
4545
WINCHESTER R
D
(
4
0
M
P
H
)
MARGA
R
I
T
A
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D
(
4
5
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P
H
)
MARGA
R
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A
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D
(
4
5
M
P
H
)
STOP
DWY
DWYCONCRETE MEDIAN
CONCRETE ME
D
I
A
N
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
CONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE ME
D
I
A
N
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BASEMAP OF WINCHESTER RD AND MARGARITA RD
DWY
SIDEWALK
404040
DWY
350'
350'
350'
100' BIKE LANE
540' MERGE TAPE
R
CURB
CURB
WORKAREA
100'
CURB
350'
CURB
MH 299 TCPBASEMAP OF WINCHESTER RD AND JEFFERSON AVE
KEEPKEEP
CLEARCLEAR
JEFFERS
O
N
A
V
E
(
4
0
M
P
H
)
JEFFERSON AVE (40 MPH)
JEFFERSO
N
A
V
E
(
4
0
M
P
H
)
PAINTED MEDIAN
SSSS
S S
CURBCURBCURB
CURB
CURB
CURB
CURBCURB
CURB
CURB
CURB
CURBCURB
CURB
CURB
CURBCURB
CURB
CURBCURB
CURBCURBCURB
CURBCURB
CURBCURBCURBCURB
CURB
CURB
CURBCURB
CURB
CURBCURBCURB
CURBCURB
CURB
CURB CURBCURB
SIDEWALK
CURB CURB
CURBCURB CURB
CURB
CURBCURB CURB CURB
CURB
CURB
12'
12'12'12'12'14'
12'12'12'
12'
16'12'12'12'12'12'16'
12'
12'
12'11'11'11'11'12'12'14'
BIKE LANE
BIKE LANE
12'12'12'10'10'12'12'
12'
12'
12'12'12'10'10'12'12'
12'
12'
DWY
WORKROAD
WINCHESTER RD AT JEFFERSON AVE, MARGARITA RD & YNEZ RD
50'TANGENT
±95'TO C/L
±440'TO C/L OFWINCHESTER RD
50'TANGENT
20'20'
20'
25'
20'
20'
20'
50'TANGENT 20'
20'
250'250'
110'BUFFER 12'12'
WINCHESTER R
D
50'12'
16'12'
272'SHIFTING TA
P
E
R
27'15'
250'250'
20'12'
12'
25'
VERDES LN
VERDES LN
25'12'
WORKROADCONCRETE MEDIA
N
13'
15'
20'
STOP CONCRETE MEDIAN
BIKE LANE
4545
MARGA
R
I
T
A
R
D
(
4
5
M
P
H
)
STOP
DWY
DWYCONCRETE MEDIAN
CONCRETE ME
D
I
A
N
SIDEWALK
12'
12'
CURBCURB
CURBCURB
CURB
DWY
DWY
CONCRETE MEDIAN
PAINTED MEDIAN
180'BIKE TAP
E
R
350'
350'CONCRETEMEDIANCURBCURB
PAINTED MED
I
A
NBIKE LANE
BIKE LANE
BIKE LANE
2647NICOLAS M. MINICILLITRAFFIC ENGINEERW.O.#DRAWN BY:T.G. PAGE:SHEET#:TITLE:OFTRAFFIC CONTROL PLAN#####-#######LOCATION:CITY/STATE:*CITY*, CA#MTCSCOMMUNICATIONSDATE: 1/18/2024FTR ENGINEER:CHOOSE ENGINEERFTR INSPECTOR:CHOOSE INSPECTOR
MH #1141
Mountain TopCommunication Services LLCENGINEER'S SEALENGINEER'S INFORMATIONCONTRACTOR:MARKREVISIONSBYAPPR.DATEFOR CITY USE ONLY:SHEETOFCITY OF TEMECULAPUBLIC WORKS-TRAFFIC ENGINEERING DIVISIOND. LYNN PARKERP.O. BOX 1666COTTONWOOD, AZ 86326(909) 472-9983
12'MIN.
LANECLOSEDAHEADW20-5INTERCHANGEABLE WITHC20A (CA)BIKE1
S
350'SIGN
DOWNSTREAMTAPER50' MIN/100' MAX
50' WORKAREA WORKROADAHEADW20-1
ROAD WORKENDG20-2
WORKROAD
270' SHIFT
I
N
G
T
A
P
E
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100' TANGEN
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180' BIKE
L
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350' SIGNS
CLOSEDBIKESC11 (MOD)LANE
W11-1W16-1PW11-1 ASSEMBLYSHARETHE ROAD
350' SIGNS
350' SIGN
S
WORKROADAHEADW20-1
ROAD WORKENDG20-2
C30A(CA)SHOULDERCLOSED
C30A(CA)SHOULDERCLOSED
DWY
STOP
STOP
52'TOC/L
280' TO C/L
MARGAR
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(
4
5
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)
WINCHESTER
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(HWY 79)
DWY
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(45 MPH
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CONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE MED
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CONCRETE MEDIAN
C12(CA)NARROWLANE
W5-1ROADNARROWS
12'MIN.
360' BUFFER
WORKROADAHEADW20-1
WORKROADAHEADW20-1
WINCHESTER RD (40 MPH)MARGARITA RD (45 MPH)MARGARITA RD (45 MPH)WINCHESTER RD (40 MPH)PB#1298LOCATIONCONCRETE MEDIANCONCRETE MEDIANCONCRETE MEDIANCONCRETE MEDIANCONCRETE MEDIAN
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CURB
CURBCURB
CURBCURBCURB
WORKAREA
250'SIGN SPACING
250'SIGN SPACING
TURN RIGHTM U S TRIGHT LANER3-7RW12-1
TURN RIGHTM U S TRIGHT LANER3-7R
TURN RIGHTM U S TRIGHT LANER3-7R
C30(CA)LANECLOSED
C30(CA)LANECLOSED
C30(CA)LANECLOSEDC30(CA)LANECLOSED
WORKROADAHEADW20-1
ROAD WORKENDG20-2
ROAD WORKENDG20-2
WORKROADAHEADW20-1
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TURN LEFTM U S TLEFT LANER3-7L
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CLOSEDBIKESC11 (MOD)LANE
11'
12'
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13'11'
13'
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11'11'
STOP
WINCHESTE
R
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(
4
0
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603'BUFFER
540'MERGING TAPER
90'MIN. CHANNELIZ
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172'TANGENT
W11-1W16-1PW11-1 ASSEMBLYSHARETHE ROAD
100'TANGENT
180'BIKE TAPER
350'SIGN SPACING
350'SIGN SPACING350'SIGN SPACINGWORKROADAHEADW20-1
W4-2RRIGHT LANECLOSEDAHEADC20(RT)
CLOSEDBIKESC11 (MOD)LANE18'
ROAD WORKENDG20-2
R3-4
R3-4
TRAFFIC CONTROL PLANS
1
REGULATORY SIGNS
BIKE LANE
R3-17
R5-6
WARNING SIGNS
MISCELLANEOUS DEVICES
DETAIL SHEET LEGEND
CONE SPACING-25' MAXIMUM
STOP
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
W11-1
W16-1SHARE
THE ROAD
WORK TO BE DONE:
FRONTIER TO ACCESS 3 EX. MANHOLES AND 1 EX. HANDHOLE TO
SPLICE EX. CABLE TO SERVICE A CUSTOMER LOCATED AT 40355
WINCHESTER RD, TEMECULA CA 92591
TRAFFIC CONTROL GENERAL NOTES (REV'D 08/26/20):
1.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (CALIFORNIA MUTCD) AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
2.THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY.
3.ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE.
4.WORK HOURS SHALL BE RESTRICTED TO THE PERIOD BETWEEN 8:30 A.M. AND 3:30 P.M., MONDAY THROUGH FRIDAY, UNLESS
APPROVED OTHERWISE, WHEN NIGHT WORK IS REQUIRED, WORK HOURS SHALL BE 9 P.M. TO 5 A.M., SUNDAY THROUGH THURSDAY.
5.TRENCHES MUST BE BACK FILLED OR PLATED DURING NON-WORKING HOURS. STEEL PLATES SHALL HAVE ASPHALTIC CONCRETE BERM
ON ALL EDGES. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT END OF EACH DAY AND AT THE END OF THE JOB.
THE STREET SHALL BE IN DRIVABLE CONDITION AT ALL TIMES.
6.PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON THE PLANS.
7.TEMPORARY "NO PARKING" SIGNS WILL BE POSTED 24 HOURS PRIOR TO COMMENCING WORK.
8.ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL TIMES UNLESS OTHER ARRANGEMENTS ARE MADE.
9.THE CONTRACTOR SHALL REPLACE WITHIN 72 HOURS, ALL TRAFFIC SIGNAL LOOP DETECTORS DAMAGED DURING CONSTRUCTION.
10.THE CONTRACTOR SHALL REPLACE WITHIN 24 HOURS, ALL STRIPING REMOVED OR DAMAGED BY CONSTRUCTION WORK. (STRIPING
MAY BE REPLACED TEMPORARILY WITH TAPE.)
11.ALL WORKERS SHALL BE EQUIPPED WITH AN ORANGE VEST (OR A REFLECTIVE VEST AT NIGHT.) ALL FLAGGERS SHALL ALSO BE
EQUIPPED WITH A HARD HAT, C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE PROPER FUNDAMENTALS OF FLAGGING TRAFFIC.
12.ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE CITY OF TEMECULA'S TRAFFIC
DIVISION, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE CITY'S TRAFFIC DIVISION AT (951) 694-6411.
13.THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS PER DAY AND 7 DAYS PER WEEK.
14.A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES MUST BE MAINTAINED UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC
WORKS.
15.ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. LANE CLOSURES, ROAD DETOURS, ROAD
CLOSURES, AND TRAFFIC SIGNAL MODIFICATIONS ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES WILL REQUIRE WARNING
SIGNS BE PLACED AT LEAST ONE WEEK IN ADVANCE OF STARTING CONSTRUCTION.
16.A SOLAR POWERED FLASHING ARROW BOARD SHALL BE REQUIRED ON ALL ARTERIAL STREET LANE CLOSURES.
17.IF THE PERMIT APPLICANT DETERMINES THAT CONDUIT INSTALLATION WILL BE BY THE BORING MACHINE METHOD,THE TRENCH PATCH FOR THE UTILITY
OBSERVATION EXCAVATION WILL BE THE SAME AS FOR OPEN TRENCH EXCAVATION METHOD. THIS WILL PROVIDE A SINGLE CONTINUOUS SURFACE
RESTORATION ELIMINATING THE MULTIPLE PENETRATION INTO THE PUBLIC ROADWAY TO ALL REQUIREMENTS IN CITY STANDARD DRAWING # 407
(SHEET 1 AND 2) FOR TRENCH PATCH.
18.ANY WORK THAT CREATES AN UNDUE SAFETY RISK OR CREATES SEVERE CONGESTION MAY BE SHUT DOWN BY CITY TRAFFIC
ENGINEERS, CITY FIELD INSPECTION, OR THE POLICE DEPARTMENT.
19.CONES AND DELINEATORS SHALL HAVE REFLECTORIZED SLEEVES FOR NIGHT WORK.
20. IF PARKING IS ALLOWED IN ADVANCE WARNING AREA, ADVANCE WARNING SIGNS SHALL BE MOUNTED ON HIGH LEVEL DEVICES.
WORK HOURS
SUNDAY-THURSDAY
9:00 PM - 5:00 AM
ENGINEER OF WORK'S CERTIFICATE
I, , hereby declare that I am the engineer of Work for this project, that I have
exercised responsible charge over the design of the project as defined in Section 6703 of the
Business and Professions Code, and the design is consistent with current standards and City of
Temecula.
I understand that the check of project drawings and specifications by the City of Temecula is
confined to a review only and does not relieve me of responsibilities for project design.
Signed Date_______________
R.C.E. Exp.________________
Firm___________________________________
Address________________________________
Telephone______________________________
29570
PARKER ENGINEERING, LLC
P.O BOX 1666, COTTONWOOD, AZ 86326
(909) 472-9983
3/31/25
D. LYNN PARKER
PROJECT
LOCATIONS
PROJECT
LOCATIONS
1/18/2024
1/18/2024
01/29/24
01/29/24
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
TRAFFIC CONTROL PLANS
FOR
PERMIT.
NO. LD23-7501
SHEET OF
6 SHEETS
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
ASR 3967968
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
T
WINCHESTER RD AT JEFFERSON AVE, MARGARITA RD & YNEZ RD
2647
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
SHEET OF
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
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Traffic Cone
Temporary Sign
Direction of Travel
Portable Flashing Beacon
LEGEND
Flashing Arrow Sign (FAS)
FAS Support or Trailer
Work Area
Flagger
Work Vehicle
Signalized Intersection
Type III Barricade with sign
WORK
ROAD HLWD High Level Warning Device
S
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
SCALE: 1"=40'
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
WORK
ROAD
AHEAD
W20-1
C30(CA)
LANE
CLOSED
C12(CA)
NARROW
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ROAD WORK
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W20-1
R3-6R
DURATION OF WORK:
1 OF DAYS
WORK HOURS
SUNDAY-THURSDAY
9:00 PM - 5:00 AM
1/18/2024
01/29/24
01/29/24
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
TRAFFIC CONTROL PLANS
FOR
PERMIT.
NO. LD23-7501
SHEET OF
6 SHEETS
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
ASR 3967968
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
T
WINCHESTER RD AT JEFFERSON AVE, MARGARITA RD & YNEZ RD
2647
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
SHEET OF
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
W.O.#
DRAWN BY:
T.G. PAGE:SHEET#:
TITLE:
OF
TRAFFIC CONTROL PLAN
#####-#######
LOCATION:CITY/STATE:*CITY*, CA
#
MTCS
COMMUNICATIONS
DATE: 1/18/2024
FTR ENGINEER:CHOOSE ENGINEERFTR INSPECTOR:CHOOSE INSPECTOR
EXAMPLE
Mountain TopCommunication Services LLC
ENGINEER'S SEALENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BYAPPR.DATE FOR CITY USE ONLY:
TRAFFIC CONTROL PLANSFOR
PERMIT.NO. LD23-7501SHEETOF6SHEETS
CITY OF TEMECULAPUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
ASR 3967968
D. LYNN PARKERP.O. BOX 1666COTTONWOOD, AZ 86326(909) 472-9983 T WINCHESTER RD AT JEFFERSON AVE, MARGARITA RD & YNEZ RD2647NICOLAS M. MINICILLITRAFFIC ENGINEER
W.O.#
DRAWN BY:
T.G. PAGE:SHEET#:
TITLE:
OF
TRAFFIC CONTROL PLAN
#####-#######
LOCATION:CITY/STATE:*CITY*, CA
#
MTCS
COMMUNICATIONS
DATE: 1/18/2024
FTR ENGINEER:CHOOSE ENGINEERFTR INSPECTOR:CHOOSE INSPECTOR
MH #1141
Mountain TopCommunication Services LLC
ENGINEER'S SEALENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BYAPPR.DATE FOR CITY USE ONLY:
SHEETOF
CITY OF TEMECULAPUBLIC WORKS-TRAFFIC ENGINEERING DIVISIOND. LYNN PARKERP.O. BOX 1666COTTONWOOD, AZ 86326(909) 472-9983
3
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Flagger
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Type III Barricade with sign
WORK
ROAD HLWD High Level Warning Device
S
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
SCALE: 1"=60'
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
DURATION OF WORK:
1 OF DAYS
WORK HOURS
SUNDAY-THURSDAY
9:00 PM - 5:00 AM
1/18/2024
01/29/24
01/29/24
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
TRAFFIC CONTROL PLANS
FOR
PERMIT.
NO. LD23-7501
SHEET OF
6 SHEETS
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
ASR 3967968
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
T
WINCHESTER RD AT JEFFERSON AVE, MARGARITA RD & YNEZ RD
2647
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
SHEET OF
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
40
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LOCATION
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18
0
'
BI
K
E
T
A
P
E
R
35
0
'
35
0
'
CO
N
C
R
E
T
E
ME
D
I
A
N
CU
R
B
CU
R
B
PA
I
N
T
E
D
M
E
D
I
A
N
BI
K
E
L
A
N
E
4
Traffic Cone
Temporary Sign
Direction of Travel
Portable Flashing Beacon
LEGEND
Flashing Arrow Sign (FAS)
FAS Support or Trailer
Work Area
Flagger
Work Vehicle
Signalized Intersection
Type III Barricade with sign
WORK
ROAD HLWD High Level Warning Device
S
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
SCALE: 1"=40'
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
DURATION OF WORK:
1 OF DAYS
WORK HOURS
SUNDAY-THURSDAY
9:00 PM - 5:00 AM
ROAD WORK
END
G20-2
WORK
ROAD
AHEAD
W20-1
ROAD WORK
END
G20-2
C12(CA)
NARROW
LANE
W5-1
ROAD
NARROWS
R3-6R
C30(CA)
LANE
CLOSED TURN RIGHT
M U S T
RIGHT LANE
R3-7R
WORK
ROAD
AHEAD
W20-1
ROAD WORK
END
G20-2
R9-11A
CROSS HERE
SIDEWALK CLOSED
SIDEWALK
R9-9
CLOSED
R4-8A
KEEP
LEFT
W12-1
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
R9-11A
CROSS HERE
SIDEWALK CLOSED
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
W11-1
W16-1P
W11-1 ASSEMBLY
SHARE
THE ROAD
LANE
CLOSED
AHEAD
C20 (CA)
BIKE
1
CLOSED
BIKE
SC11 (MOD)
LANE
1/18/2024
01/29/24
01/29/24
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
TRAFFIC CONTROL PLANS
FOR
PERMIT.
NO. LD23-7501
SHEET OF
6 SHEETS
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
ASR 3967968
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
T
WINCHESTER RD AT JEFFERSON AVE, MARGARITA RD & YNEZ RD
2647
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
SHEET OF
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
40
40
40
CON
C
R
E
T
E
M
E
D
I
A
N
404040
DW
Y
25
0
'
18
0
'
B
I
K
E
T
A
P
E
R
540
'
M
E
R
G
E
T
A
P
E
R
100
'
CHA
N
N
E
L
I
Z
E
R
CU
R
B
CU
R
B
CU
R
B
C
U
R
B
C
U
R
B
C
U
R
B
C
U
R
B
C
U
R
B
C
U
R
B
1
2
'
1
6
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
6
'
DW
Y
50'
TAN
G
E
N
T
20
'
25
0
'
25
0
'
WIN
C
H
E
S
T
E
R
R
D
(
4
0
M
P
H
)
5
Traffic Cone
Temporary Sign
Direction of Travel
Portable Flashing Beacon
LEGEND
Flashing Arrow Sign (FAS)
FAS Support or Trailer
Work Area
Flagger
Work Vehicle
Signalized Intersection
Type III Barricade with sign
WORK
ROAD HLWD High Level Warning Device
S
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
SCALE: 1"=40'
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
DURATION OF WORK:
1 OF DAYS
WORK HOURS
SUNDAY-THURSDAY
9:00 PM - 5:00 AM
ROAD WORK
END
G20-2
LANE
CLOSED
AHEAD
C20 (CA)
BIKE
1RIGHT LANE
CLOSED
AHEAD
C20
CLOSED
BIKE
SC11 (MOD)
LANE
W11-1
W16-1P
W11-1 ASSEMBLY
SHARE
THE ROAD
W4-2R
WORK
ROAD
AHEAD
W20-1
1/18/2024
01/29/24
01/29/24
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
TRAFFIC CONTROL PLANS
FOR
PERMIT.
NO. LD23-7501
SHEET OF
6 SHEETS
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
ASR 3967968
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
T
WINCHESTER RD AT JEFFERSON AVE, MARGARITA RD & YNEZ RD
2647
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
ENGINEER'S SEAL ENGINEER'S INFORMATIONCONTRACTOR:
MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY:
SHEET OF
CITY OF TEMECULA
PUBLIC WORKS-TRAFFIC ENGINEERING DIVISION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
40
40
40
STO
P
45
45
WIN
C
H
E
S
T
E
R
R
D
(
4
0
M
P
H
)
M
A
R
G
A
R
I
T
A
R
D
(
4
5
M
P
H
)
STO
P
S
C
U
R
B
C
U
R
B
C
U
R
B
C
U
R
B
CUR
B
CU
R
B
CURB
CUR
B
CURB
CURB
W
O
R
K
A
R
E
A
250'
SIGN
S
P
A
C
I
N
G
250'
SIGN
S
P
A
C
I
N
G
TURN RIGHT
M U S T
RIGHT LANE
R3-7R
W12-1
TURN RIGHT
M U S T
RIGHT LANE
R3-7R
TURN RIGHT
M U S T
RIGHT LANE
R3-7R
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
WORK
ROAD
AHEAD
W20-1
ROAD WORK
END
G20-2
ROAD WORK
END
G20-2
WORK
ROAD
AHEAD
W20-1
LEFT LANE
CLOSED
AHEAD
C20(LT)
C30(CA)
LANE
CLOSED
W12-1
350
'
SIG
N
S
P
A
C
I
N
G
ROAD WORK
END
G20-2
WORK
ROAD
AHEAD
W20-1
TURN LEFT
M U S T
LEFT LANE
R3-7L
3
5
0
'
S
I
G
N
S
P
A
C
I
N
G
11'
12'
12'
13'
11'
13'
1
1
'
1
1
'
6
0
3
'
B
U
F
F
E
R
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
9
0
'
M
I
N
.
C
H
A
N
N
E
L
I
Z
E
R
1
7
2
'
T
A
N
G
E
N
T
CLOSED
BIKE
SC11 (MOD)
LANE
14'
ST
O
P
W11-1
W16-1P
W11-1 ASSEMBLY
SHARE
THE ROAD
1
0
0
'
T
A
N
G
E
N
T
1
8
0
'
B
I
K
E
T
A
P
E
R
3
5
0
'
S
I
G
N
S
P
A
C
I
N
G
3
5
0
'
S
I
G
N
S
P
A
C
I
N
G
3
5
0
'
S
I
G
N
S
P
A
C
I
N
G
WORK
ROAD
AHEAD
W20-1
W4-2R
RIGHT LANE
CLOSED
AHEAD
C20(RT)
CLOSED
BIKE
SC11 (MOD)
LANE
18'
ROAD WORK
END
G20-2
R3-4
R3-4
6
Traffic Cone
Temporary Sign
Direction of Travel
Portable Flashing Beacon
LEGEND
Flashing Arrow Sign (FAS)
FAS Support or Trailer
Work Area
Flagger
Work Vehicle
Signalized Intersection
Type III Barricade with sign
WORK
ROAD HLWD High Level Warning Device
S
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
SCALE: 1"=60'
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
DURATION OF WORK:
1 OF DAYS
WORK HOURS
SUNDAY-THURSDAY
9:00 PM - 5:00 AM
WIN
C
H
E
S
T
E
R
R
D
(
4
0
M
P
H
)
M
A
R
G
A
R
I
T
A
R
D
(
4
5
M
P
H
)
M
A
R
G
A
R
I
T
A
R
D
(
4
5
M
P
H
)
WINC
H
E
S
T
E
R
R
D
(
4
0
M
P
H
)
HH#1298
LOCATION
CON
C
R
E
T
E
M
E
D
I
A
N
C
O
N
C
R
E
T
E
M
E
D
I
A
N
C
O
N
C
R
E
T
E
M
E
D
I
A
N
C
O
N
C
R
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T
E
M
E
D
I
A
N
C
O
N
C
R
E
T
E
M
E
D
I
A
N
BIKE LANE
CLOSED
AHEAD
C20(CA)BIKE
1/18/2024
01/29/24
01/29/24
CONTRACTOR:
FOR CITY USE ONLY:
DRAWING
NO.
SHEET OF
3 SHEET
CITY OF TEMECULA
PUBLIC WORKS
70147-5353260
ENGINEER'S INFORMATION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
MARK REVISIONS BY APPR.DATE
C
O
N
C
R
E
T
E
M
E
D
I
A
N
12'
11'
12'
12'
11'
14'
14'
12'
12'
13'
D
R
I
V
E
W
A
Y
MH#419
LOCATION
C
U
R
B
C
U
R
B
1
5
6
'
7
8
'
7
8
'
1
3
9
'
6
9
'
7
0
'
150
'
75'
75'
126
'
64'
62'
115
'
6
3
'
SITE PLAN
40355 WINCHESTER RD, TEMECULA, CA 92591
PROJECT LOCATION
1
DURATION OF WORK:
1 DAY
NOTE: NIGHT WORK ONLY:
SUNDAY- THURSDAY 9PM-5AM
VICINITY MAP
1.The City Engineer or their representative has the
authority to initiate field changes to assure public safety.
2.BEFORE YOU DIG – CALL (TOLL FREE)
(800)422-4133
3.Where there is conflict with the permit language and
approved plans, the approved plans shall govern.
4.Trench repair shall be in accordance with City
Standard Drawing 407.
5.All facilities shall be installed in accordance with City
Standard Drawing 117.
6.Concrete curbs, walks, gutters, cross gutters and
driveway approaches damaged during construction shall be
removed from joint to joint and reconstructed in accordance
with City Standards and the Greenbook.
7.All disturbed landscaping and other improvements
shall be removed or repaired and replaced to the
satisfaction of Public Works.
8.Access ramps shall be removed joint to joint and
reconstructed in accordance with City Standard Drawing
402 and meet current ADA Standards.
9.Any survey monuments damaged or destroyed shall
be reset per City Standards by a qualified professional
pursuant to the California Business and Professions Code
Section 8771.
10.Final compaction test results shall be provided by a
soils engineer.
11.A pre-construction meeting is required two (2)
business days prior to any scheduled work. Permittee shall
contact LDInspections@temeculaca.gov to schedule a
meeting.
12.All U.S.A. mark outs shall be removed prior to
completion of project.
13.A final inspection is required for all projects.
Permittee must contact LDInspections@temeculaca.gov to
verify completion of project.
SCALE: 1"=60'
Y
N
E
Z
R
D
WIN
C
H
E
S
T
E
R
R
D
SITE PLAN
FOR
WINCHESTER RD & YNEZ RD
NOTE: WORK CREW TO ACCESS 3 EXISTING MANHOLES
TO SPLICE EXISTING CABLE. ACCESS 1 EXISTING
HANDHOLE TO PLACE AND SPLICE +/-274 L.F. OF NEW
CABLE WITHIN EXISTING CONDUIT INSIDE CITY ROW TO
SERVICE A CUSTOMER LOCATED AT
CONTRACTOR:
FOR CITY USE ONLY:
DRAWING
NO.
SHEET OF
3 SHEET
CITY OF TEMECULA
PUBLIC WORKS
70147-5353260
ENGINEER'S INFORMATION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
MARK REVISIONS BY APPR.DATE
CONCR
E
T
E
M
E
D
I
A
N
CONCRETE MEDIAN
CO
N
C
R
E
T
E
M
E
D
I
A
N
CONCRETE MEDIAN
BI
K
E
L
A
N
E
BI
K
E
L
A
N
E
BIKE LANE
BIKE LANE
45
45 BIKE LANE
136'
61'75'
118'
48'70'
52
'
59
'
63'
281'
G20-2
DRIVEWAY
DRIVEWAY
CURB
CONCRETE MEDIAN
SWCURB
CURB
CURBSW
CONCRETE MEDIAN
SWCURB
CURBSWCURBCURB
CONCRETEMEDIAN
CONCRETEMEDIAN
15'12'23'
12'12'12'12'16'
SWCURB
CURB SWDRIVEWAY
12'11'12'12'11'14'14'12'12'13'
12'12'12'VARIES12'12'11'
SWCURB
CURBCURB CURB SW
PROMENADE MAL
L
D
R
I
V
E
W
A
Y
W20-1
DRIVEWAY
SWCURB
CURB SWCURB
CONCRETE MEDIAN
YNEZ RD (45
M
P
H
)
PAINTED MEDIAN
DRIVEWAY
DRIVEWAY
W20-1
W20-5R
G20-2
YNEZ RD.(4
5
M
P
H
)
YNEZ RD.(45
M
P
H
)PAINTED MEDIAN
CURBCURBSW12'20'12'20'
C30(CA)
CURBSW
SWCURBCURBCURB
YNEZ RD (45
M
P
H
)
MH#419LOCATION
CURB
CURB
CURB
CURB
404040
STOP
4545 WINCHESTER R
D
(
4
0
M
P
H
)
MARGARITA
R
D
(
4
5
M
P
H
)
STOP
404040
CURB
S
CURBCURBCURB
CURBCURB
CURBCURBCURBCURB
CURBCURB
CURBCURB
CURB
CURBCURB
CURBCURB
CURBCURBCURB
WORKAREA
603'BUFFER
540'MERGING TAPER
260'BIKE TAPER
100'BIKE TAPER
350'SIGN SPACING
350'SIGN SPACING350'SIGN SPACINGWORKROADAHEADW20-1
W4-2RRIGHT LANECLOSEDAHEADC20(RT)
90'MIN. CHANNELIZER
250'SIGN SPACING250'SIGN SPACING
ROAD WORKENDG20-2
TURN RIGHTM U S TRIGHT LANER3-7RW12-1
TURN RIGHTM U S TRIGHT LANER3-7R
TURN RIGHTM U S TRIGHT LANER3-7R
C30(CA)LANECLOSED
C30(CA)LANECLOSED
C30(CA)LANECLOSEDC30(CA)LANECLOSED
WORKROADAHEADW20-1
ROAD WORKENDG20-2
ROAD WORKENDG20-2
WORKROADAHEADW20-1
LEFT LANECLOSEDAHEADC20(LT)
C30(CA)LANECLOSED
W12-1
350'SIGN SPACING
ROAD WORKENDG20-2
WORKROADAHEADW20-1
TURN LEFTM U S TLEFT LANER3-7L
CLOSEDBIKESC11 (MOD)LANE
W11-1W16-1PW11-1 ASSEMBLYSHARETHE ROAD
350'SIGN SPACING
C30(CA)LANECLOSED
CLOSEDBIKESC11 (MOD)LANE
11'
12'
12'
13'11'
13'
14'
18'
11'11'
STOP
404040
CONCRETE MEDIANSTOPCONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE MEDIANBIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
4545
STOP
DWY
DWYCONCRETE MEDIAN
CONCRETE MEDIAN
BIKE LANE
SIDEWALK
404040
DWY
CURB
CURB
CURBCURBCURB
CURBCURB
CURBCURBCURBCURB
CURBCURB
CURBCURB
CURB
16'12'12'12'12'12'16'
DWY
12'
CURBCURB
CURBCURB
CURB
DWY
DWY
CONCRETE MEDIA
N
PAINTED MEDIAN
CONCRETEMEDIANCURBCURB
PAINTED MEDIANBIKE LANE
CONCRETE MEDIANPAINTED MEDIANPAINTED MEDIAN
404040
STOP
MH #1140LOCATION
CONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE MEDIAN CONCRETE MEDIAN
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
WINCHEST
E
R
R
D
(
4
0
M
P
H
)
MARGARITA RD (45 MPH)
SIDEWALK
BIKE LANE
CURB
CURB
DWY
CURB
CURB
S
CURBCURB
CURB
CURBCURBCURB
CURB CURBCURB
SIDEWALK
12'
12'11'11'11'11'
12'12'14'
BIKE LANE
BIKE LANE
51'
110'55'55'86'42'44'
136'61'
75'
118'48'70'
52'
59'
63'
281'
542'TO WINCHESTER RD C
/
L
156'78'
78'
139'69'
70'150'75'75'126'64'62'115'63'
SITE PLAN
FOR
WINCHESTER RD & MARGARITA RD
MH#1239
LOCATION
(SPLICE POINT)
PROJECT LOCATION
2
DURATION OF WORK:
1 DAY
NOTE: NIGHT WORK ONLY:
SUNDAY- THURSDAY 9PM-5AM
VICINITY MAP
1.The City Engineer or their representative has the
authority to initiate field changes to assure public safety.
2.BEFORE YOU DIG – CALL (TOLL FREE)
(800)422-4133
3.Where there is conflict with the permit language and
approved plans, the approved plans shall govern.
4.Trench repair shall be in accordance with City
Standard Drawing 407.
5.All facilities shall be installed in accordance with City
Standard Drawing 117.
6.Concrete curbs, walks, gutters, cross gutters and
driveway approaches damaged during construction shall be
removed from joint to joint and reconstructed in accordance
with City Standards and the Greenbook.
7.All disturbed landscaping and other improvements
shall be removed or repaired and replaced to the
satisfaction of Public Works.
8.Access ramps shall be removed joint to joint and
reconstructed in accordance with City Standard Drawing
402 and meet current ADA Standards.
9.Any survey monuments damaged or destroyed shall
be reset per City Standards by a qualified professional
pursuant to the California Business and Professions Code
Section 8771.
10.Final compaction test results shall be provided by a
soils engineer.
11.A pre-construction meeting is required two (2)
business days prior to any scheduled work. Permittee shall
contact LDInspections@temeculaca.gov to schedule a
meeting.
12.All U.S.A. mark outs shall be removed prior to
completion of project.
13.A final inspection is required for all projects.
Permittee must contact LDInspections@temeculaca.gov to
verify completion of project.
SCALE: 1"=60'
WI
N
C
H
E
S
T
E
R
R
D
MARGARITA
R
D
MH#1141
LOCATION
(SPLICE POINT)
SITE PLAN
40355 WINCHESTER RD, TEMECULA, CA 92591
NOTE: WORK CREW TO ACCESS 3 EXISTING MANHOLES
TO SPLICE EXISTING CABLE. ACCESS 1 EXISTING
HANDHOLE TO PLACE AND SPLICE +/-274 L.F. OF NEW
CABLE WITHIN EXISTING CONDUIT INSIDE CITY ROW TO
SERVICE A CUSTOMER LOCATED AT
CONTRACTOR:
FOR CITY USE ONLY:
DRAWING
NO.
SHEET OF
3 SHEET
CITY OF TEMECULA
PUBLIC WORKS
70147-5353260
ENGINEER'S INFORMATION
D. LYNN PARKER
P.O. BOX 1666
COTTONWOOD, AZ 86326
(909) 472-9983
FRONTIER ENGINEER:
RAUL RIVAS (909) 406-3178
MARK REVISIONS BY APPR.DATE
STOP
CONCR
E
T
E
M
E
D
I
A
N
BIKE L
A
N
E
STOP
DWY
DWY
CONCRETE ME
D
I
A
N
CON
C
R
E
T
E
M
E
D
I
A
N
SIDEW
A
L
K
CU
R
B
C
U
R
B
CU
R
B
CU
R
B
CU
R
B
CU
R
B
CU
R
B
CU
R
B
DW
Y
DW
Y
CO
N
C
R
E
T
E
M
E
D
I
A
N
P
A
I
N
T
E
D
M
E
D
I
A
N
51
'
11
0
'
55
'
55
'
86
'
42
'
44
'
542'TO WI
N
C
H
E
S
T
E
R
R
D
C
/
L
G20-2
DRIVEWAY
DRIVEWAY
CURB
CONCRETE MEDIAN
SWCURB
CURB
CURBSW
CONCRETE MEDIAN
SWCURB
CURBSWCURBCURB
CONCRETEMEDIAN
CONCRETEMEDIAN
15'12'23'
12'12'12'12'16'
SWCURB
CURB SWDRIVEWAY
12'11'12'12'11'14'14'12'12'13'
12'12'12'VARIES12'12'
1
1
'
SWCURB
CURBCURB CURB SW
PROMENADE MAL
L
D
R
I
V
E
W
A
Y
W20-1
DRIVEWAY
SWCURB
CURB SWCURB
CONCRETE MEDIAN
YNEZ RD (45
M
P
H
)
PAINTED MEDIAN
DRIVEWAY
DRIVEWAY
W20-1
W20-5R
G20-2
YNEZ RD.(4
5
M
P
H
)
YNEZ RD.(45
M
P
H
)PAINTED MEDIAN
CURBCURBSW12'20'12'20'
C30(CA)
CURBSW
SWCURBCURBCURB
YNEZ RD (45
M
P
H
)
MH#419LOCATION
CURB
CURB
CURB
CURB
404040
STOP
4545 WINCHESTER R
D
(
4
0
M
P
H
)
MARGARITA
R
D
(
4
5
M
P
H
)
STOP
404040
CURB
S
CURBCURBCURB
CURBCURB
CURBCURBCURBCURB
CURBCURB
CURBCURB
CURB
CURBCURB
CURBCURB
CURBCURBCURB
WORKAREA
603'BUFFER
540'MERGING TAPER
260'BIKE TAPER
100'BIKE TAPER
350'SIGN SPACING
350'SIGN SPACING350'SIGN SPACINGWORKROADAHEADW20-1
W4-2RRIGHT LANECLOSEDAHEADC20(RT)
90'MIN. CHANNELIZER
250'SIGN SPACING250'SIGN SPACING
ROAD WORKENDG20-2
TURN RIGHTM U S TRIGHT LANER3-7RW12-1
TURN RIGHTM U S TRIGHT LANER3-7R
TURN RIGHTM U S TRIGHT LANER3-7R
C30(CA)LANECLOSED
C30(CA)LANECLOSED
C30(CA)LANECLOSEDC30(CA)LANECLOSED
WORKROADAHEADW20-1
ROAD WORKENDG20-2
ROAD WORKENDG20-2
WORKROADAHEADW20-1
LEFT LANECLOSEDAHEADC20(LT)
C30(CA)LANECLOSED
W12-1
350'SIGN SPACING
ROAD WORKENDG20-2
WORKROADAHEADW20-1
TURN LEFTM U S TLEFT LANER3-7L
CLOSEDBIKESC11 (MOD)LANE
W11-1W16-1PW11-1 ASSEMBLYSHARETHE ROAD
350'SIGN SPACING
C30(CA)LANECLOSED
CLOSEDBIKESC11 (MOD)LANE
11'
12'
12'
13'11'
13'
14'
18'
11'11'
STOP
404040
CONCRETE MEDIANSTOPCONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE MEDIANBIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
4545
STOP
DWY
DWYCONCRETE MEDIAN
CONCRETE MEDIAN
BIKE LANE
SIDEWALK
404040
DWY
CURB
CURB
CURBCURBCURB
CURBCURB
CURBCURBCURBCURB
CURBCURB
CURBCURB
CURB
16'12'12'12'12'12'16'
DWY
12'
CURBCURB
CURBCURB
CURB
DWY
DWY
CONCRETE MEDIA
N
PAINTED MEDIAN
CONCRETEMEDIANCURBCURB
PAINTED MEDIANBIKE LANE
CONCRETE MEDIANPAINTED MEDIANPAINTED MEDIAN
404040
STOP
MH #1140LOCATION
CONCRETE MEDIAN
CONCRETE MEDIAN
CONCRETE MEDIAN CONCRETE MEDIAN
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
BIKE LANE
WINCHEST
E
R
R
D
(
4
0
M
P
H
)
MARGARITA RD (45 MPH)
SIDEWALK
BIKE LANE
CURB
CURB
DWY
CURB
CURB
S
CURBCURB
CURB
CURBCURBCURB
CURB CURBCURB
SIDEWALK
12'
12'11'11'11'11'
12'12'14'
BIKE LANE
BIKE LANE
51'
110'55'55'86'42'44'
136'61'
75'
118'48'70'
52'
59'
63'
281'
542'TO WINCHESTER RD C
/
L
156'78'
78'
139'69'
70'150'75'75'126'64'62'115'63'
PROJECT LOCATION
3
DURATION OF WORK:
1 DAY
NOTE: NIGHT WORK ONLY:
SUNDAY- THURSDAY 9PM-5AM
VICINITY MAP
1. The City Engineer or their representative has the
authority to initiate field changes to assure public safety.
2. BEFORE YOU DIG – CALL (TOLL FREE)
(800) 422-4133
3. Where there is conflict with the permit language and
approved plans, the approved plans shall govern.
4. Trench repair shall be in accordance with City
Standard Drawing 407.
5. All facilities shall be installed in accordance with City
Standard Drawing 117.
6. Concrete curbs, walks, gutters, cross gutters and
driveway approaches damaged during construction shall be
removed from joint to joint and reconstructed in accordance
with City Standards and the Greenbook.
7. All disturbed landscaping and other improvements
shall be removed or repaired and replaced to the
satisfaction of Public Works.
8. Access ramps shall be removed joint to joint and
reconstructed in accordance with City Standard Drawing
402 and meet current ADA Standards.
9. Any survey monuments damaged or destroyed shall
be reset per City Standards by a qualified professional
pursuant to the California Business and Professions Code
Section 8771.
10. Final compaction test results shall be provided by a
soils engineer.
11. A pre-construction meeting is required two (2)
business days prior to any scheduled work. Permittee shall
contact LDInspections@temeculaca.gov to schedule a
meeting.
12. All U.S.A. mark outs shall be removed prior to
completion of project.
13. A final inspection is required for all projects.
Permittee must contact LDInspections@temeculaca.gov to
verify completion of project.
SCALE: 1"=60'
MA
R
G
A
R
I
T
A
R
D
HH#1298
LOCATION
(SPLICE POINT)
SITE PLAN
FOR
WINCHESTER RD & MARGARITA RD
SITE PLAN
40355 WINCHESTER RD, TEMECULA, CA 92591
NOTE: WORK CREW TO ACCESS 3 EXISTING MANHOLES
TO SPLICE EXISTING CABLE. ACCESS 1 EXISTING
HANDHOLE TO PLACE AND SPLICE +/-274 L.F. OF NEW
CABLE WITHIN EXISTING CONDUIT INSIDE CITY ROW TO
SERVICE A CUSTOMER LOCATED AT
FRONTIER TO PLACE
274+/- L.F OF CABLE
WITHIN EXISTING
SUBSTRUCTURE.
