HomeMy WebLinkAboutLD24-0235Permit Number: LD24-0235
LD - Utilities/ Excavation - Parallel
Issued: 04/17/2024
Expired: 12/06/2024
Job Address: 26490 Ynez 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
Nikki Sannicolas
4280 Latham St, Suite G
Riverside, CA 92501
Applicant:
Hhs Construction, Llc
2042 S Grove Avenue
Ontario, CA 91761
(909) 393-3322
Contractor:
Utility Work Order Number: PID #5063492
Description:
Charter PID#5063492
WORK HOURS SHALL BE SUNDAY – THURSDAY, NO HOLIDAYS, 9:00pm – 5:00am
Location: Ynez Rd 400' S/O Overland Dr
Proposed work:
Tie into fiber enclosure. Riser down from existing pole #4266153E. to existing vault. Trench from vault to place
new vault. Trench from new vault to place new vault. Trench from vault to private
property.??????????????????????????????????????????????????????????
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD24-0235
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.
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.
Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities*****
Permit Number: LD24-0235
LD - Utilities/ Excavation - Parallel
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.
Permitee Date
Page 2 of 3
Permit Number: LD24-0235
LD - Utilities/ Excavation - Parallel
City Engineer or Authorized Representative Date
04/17/2024
Page 3 of 3
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
VICINITY MAP
REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20
TRAFFIC CONTROL PLANS FOR
UNDERGROUND CONSTRUCTION
26490 YNEZ RDAREA MAP:
TRAFFIC CONTROL GENERAL NOTES (REV'D. 08/26/20):
NO SCALE
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 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.
APPLICANT IS RESPONSIBLE FOR FULL AND COMPLETE REPRESENTATION OF THE ACTUAL ROAD CONDITIONS SHOWN ON THIS PLAN INCLUDING, BUT NOT LIMITED TO
EXISTING STRIPING, SIGNING, SIDEWALKS, AND BIKE LANES.
JOB SITE
1
EXISTING NO TURN LANE
FLASHING ARROW SIGN TRAILER (TYP.)
C L O S E D
R O A D
CLOSED
LEFT LANE
AHEAD
END
DETOURROAD WORK
ONLY
CREW
SURVEY
CLOSED
ROAD
AHEAD
RIGHT
AHEAD
DETOUR
USE OTHER SIDE
RIGHT
KEEP
TURN RIGHT
M U S T
RIGHT LANE
NOT
PASS
SIDEWALK CLOSED
DO
STOP SLOW
CLOSED
LANE
TO STOP
PREPARED
SHOULDER
WORK
WORK
AHEAD
ROAD
MACHINERY
AHEAD
END
ROAD CLOSED
LOCAL TRAFFIC ONLY
TO
THRU TRAFFIC
ROAD CLOSED
FRESH
OIL
ROAD
DETOUR
SHOULDER
SOFTPAVEMENT
ENDS AHEAD
TRAFFIC CONE
FLASHING ARROW SIGN (FAS)
EXISTING TURN ONLY LANE
BARRICADE
WORK ZONE
(FAS)
TRAFFIC SIGNAL
HIGH LEVEL WARNING DEVICE
(WITH CALTRANS & MUTCD CODE)
SIGN (WITH CALTRANS CODE)
TRAFFIC FLOW DIRECTION
FLAGGER
S
(HLWD)
HIGH LEVEL WARNING DEVICE
TRAFFIC CONE
POST TUBE
LANE
CLOSED
ROAD
ROUGH XX
MPH
NARROWS
ROAD
W20-2
R11-2 R11-3A R11-4
W21-3
M4-8A
C9A(CA)
M4-10
W21-2
W21-7
AHEAD
UTILITY
WORK
G20-2
W20-4
W20-1
W21-5W21-1A
W20-5W20-3
ONE LANE
AHEAD
ROAD
W3-4
C30(CA)C28B(CA)
W21-6
W8-7
BE
R3-5
R9-10
R4-7BR4-1 R9-3A
R1-1 R3-7R3-2R3-1 R3-4
R3-18
W6-4
W5-1W4-2
W13-1
W1-2 W1-4W1-3W1-1
W8-4W8-3 W8-8
W4-1W1-8
W9-3
W1-6
W12-1W6-3
R3-17
BIKE LANE
R5-6
GRAVEL
LOOSE
MUTCD [FEDERAL HIGHWAY ADMIN.] DESIGNATION (TYP)
L WOS
DAEHA
L WOS
DAEHA
(CMS)
CHANGEABLE MESSAGE SIGN TRAILER (TYP.)
R3-6
SIDEWALK
R9-9
CLOSED
R9-11A
CENTER
DETOUR
M4-8
C28A(CA)
ENDS
AHEAD
R3-17B
R3-17A
BEGIN
RIGHT TURN LANE
YIELD TO BIKES
R4-4
RIGHT
KEEP
R4-7AR4-7
CROSS HERE
SIDEWALK CLOSED
R9-11
AHEAD
CROSS HERE
SIDEWALK CLOSED
AHEAD
LANE
NARROW
C12(CA)
TRENCH
OPEN
C27(CA)
WARNING SIGNS MISCELLANEOUS DEVICES
DETAIL SHEET LEGENDREGULATORY SIGNS
CONE SPACING - 25' MAXIMUM
STOP
OVERLAND DR
Y
N
E
Z
R
D
working hours
sunday - thursday
NOTE:
WORK DURATION:
1-2 DAYS
9:00 pm- 5:00 am
TIE INTO FIBER ENCLOSURE. RISER DOWN FROM
EXISTING POLE#4266153E. TO EXISTING VAULT. TRENCH
FROM VAULT TO PLACE NEW VAULT.TRENCH FROM VAULT
TO PLACE NEW VAULT. TRENCH FROM VAULT TO
PRIVATE PROPERTY.
3/26/24
Exp 6/30/24
04/04/24
04/04/24
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
B
U
S
S
T
O
P
B
U
S
S
T
O
P
B
U
S
S
T
O
P
S
T
O
P
50'
50'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
SID
E
W
A
L
K
SID
E
W
A
L
K
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
R
A
I
S
E
D
M
E
D
I
A
N
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
RAI
S
E
D
M
E
D
I
A
N
LAN
D
S
C
A
P
E
SID
E
W
A
L
K
P
V
T
S
T
P
R
O
M
E
N
A
D
E
M
A
L
L
N
P
V
T
S
T
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
RAIS
E
D
M
E
D
I
A
N
P
V
T
S
T
P
V
T
S
T
P
R
O
M
E
N
A
D
E
M
A
L
L
N
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
3
5
0
'
3
5
0
'
250
'
3
5
0
'
CLOSED
BIKE LANE
AHEAD
W20-5
(BIKE)
W4-2(R)
SID
E
W
A
L
K
S
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
CONTACT TRANSIT AUTHORITY
72 HOURS PRIOR TO START OF
WORK FOR TEMPORARY
RELOCATION OF BUS STOP
4
5
M
P
H
Y
N
E
Z
R
D
SID
E
W
A
L
K
SID
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
4
5
M
P
H
Y
N
E
Z
R
D
S
I
D
E
W
A
L
K
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.O.C.
F.O.C.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O.
C
.
F.O.C
.
F.O.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
B
U
S
S
T
O
P
B
U
S
S
T
O
P
S
T
O
P
50'
R
A
I
S
E
D
M
E
D
I
A
N
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
P
V
T
S
T
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
3
5
0
'
250
'
DW
250
'
3
5
0
'
3
5
0
'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
S
G20-2
END
ROAD WORK
LAN
D
S
C
A
P
E
SID
E
W
A
L
K
RAI
S
E
D
M
E
D
I
A
N
SID
E
W
A
L
K
D
W
D
W
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
P
A
I
N
T
E
D
M
E
D
I
A
N
G20-2
END
ROAD WORK
2
RIGHT LANE
CLOSED
AHEAD
C20 (CA)
CLOSED
BIKE LANE
AHEAD
W20-5
(BIKE)
W4-2(R)
G20-2
END
ROAD WORK
SID
E
W
A
L
K
SID
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
45MP
H
YNE
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
SID
E
W
A
L
K
SID
E
W
A
L
K
RAI
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
4
5
M
P
H
Y
N
E
Z
R
D
4
0
M
P
H
W
I
N
C
H
E
S
T
E
R
R
D
4
0
M
P
H
W
I
N
C
H
E
S
T
E
R
R
D
S
I
D
E
W
A
L
K
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
2
SCALE: 1"=50'
0 20' 40' 60'
B MATC
H
L
I
N
E
B
-
B
B
SEE
S
H
E
E
T
3
A
MATC
H
L
I
N
E
A
-
A
A
A MATC
H
L
I
N
E
A
-
A
ASCOPE OF WORK:
TIE INTO FIBER ENCLOSURE.
RISER DOWN FROM EXISTING
POLE#4266153E. TO EXISTING
VAULT. TRENCH FROM VAULT
TO PLACE NEW VAULT.
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
AN INDIVIDUAL WILL BE ASSIGNED
TO MAINTAIN THE CONES WHILE
THE WORK ZONE IS IN PLACE
CONTRACTOR TO PROVIDE ACCESS
TO DRIVEWAYS AT ALL TIMES
WORKING HOURS
SUNDAY - THURSDAY
NOTE:
WORK DURATION:
1-2 DAYS
9:00 P.M. - 5:00 A.M.
PHASE 1 OF 4
3/26/24
Exp 6/30/24
04/04/24
04/04/24
F.O.C
.
F.O.C
.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C
.
F
.
O
.
C
.
F.O.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
/
W
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
4
5
M
P
H
Y
N
E
Z
R
D
D
W
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.
C
.
F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.F.O.C.F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C
.
F.O.C
.
F.O.C
.
F.O.C
.
F.O.C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
B
U
S
S
T
O
P
3
1
2
'
B
U
F
F
E
R
(
F
I
E
L
D
F
I
T
)
3
5
0
'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
250'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
4
0
M
P
H
O
V
E
R
L
A
N
D
D
R
250'
DW
S
R3-4
LANE
C30 (CA)
CLOSED
LANE
C30 (CA)
CLOSED
RAISED MEDIAN
LANDS
C
A
P
E
SIDEW
A
L
K
SIDEWALK
SIDEWALK
LANDSCAPE
19'
12'
R
A
I
S
E
D
M
E
D
I
A
N
G20-2
END
ROAD WORK
LANE
BIKE
C30 (BIKE)
CLOSED
S
I
D
E
W
A
L
K
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
R3-6(R)
R
A
I
S
E
D
M
E
D
I
A
N
40
M
P
H
OV
E
R
L
A
N
D
D
R
12'
19'
R9-9
CLOSED
SIDEWALK
R9-11(R)
CROSS HERE
SIDEWALK CLOSED
AHEAD
R9-11(L)
CROSS HERE
SIDEWALK CLOSED
AHEAD
PLACE SIGN AT
CROSS STREET
MOTOR CAR PKWY
4
5
M
P
H
Y
N
E
Z
R
D
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
1
1
'
W
O
R
K
A
R
E
A
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O.
C
.
F.O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.O.C.
F.O.
C
.
F.O.
C
.
B
U
S
S
T
O
P
B
U
S
S
T
O
P
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
4
5
M
P
H
Y
N
E
Z
R
D
R3-4
50'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
SID
E
W
A
L
K
G20-2
END
ROAD WORK
RAIS
E
D
M
E
D
I
A
N
LAN
D
S
C
A
P
E
SID
E
W
A
L
K
P
V
T
S
T
PROMENADE MAL
L
N
LAN
D
S
C
A
P
E
LAN
D
S
C
A
P
E
50'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
50'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
RAIS
E
D
M
E
D
I
A
N
P
V
T
S
T
PROMENADE MAL
L
N
P
V
T
S
T
P
R
O
M
E
N
A
D
E
M
A
L
L
S
P
V
T
S
T
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
LANE
C30 (CA)
CLOSED
3
5
0
'
S
S
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
RAIS
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
CONTACT TRANSIT AUTHORITY
72 HOURS PRIOR TO START OF
WORK FOR TEMPORARY
RELOCATION OF BUS STOP
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
SIDE
W
A
L
K
LAND
S
C
A
P
E
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
COORDINATE WITH THE CITY OF TEMECULA
PUBLIC WORKS DEPARTMENT TO PLACE
THE SIGNALIZED INTERSECTION ON FLASH
OPERATION DURING WORK HOURS.
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
3
SCALE: 1"=50'
0 20' 40' 60'
SCOPE OF WORK:
TIE INTO FIBER ENCLOSURE.
RISER DOWN FROM EXISTING
POLE#4266153E. TO EXISTING
VAULT. TRENCH FROM VAULT
TO PLACE NEW VAULT.
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
AN INDIVIDUAL WILL BE ASSIGNED
TO MAINTAIN THE CONES WHILE
THE WORK ZONE IS IN PLACE
CONTRACTOR TO PROVIDE ACCESS
TO DRIVEWAYS AT ALL TIMES
C
MATCHLINE
C
-
C
C
B
MATC
H
L
I
N
E
B
-
B
B
SEE
S
H
E
E
T
2
C MATCHLINE
C
-
C
C
WORKING HOURS
SUNDAY - THURSDAY
NOTE:
WORK DURATION:
1-2 DAYS
9:00 P.M. - 5:00 A.M.
PHASE 1 OF 4, CONT.
3/26/24
Exp 6/30/24
04/04/24
04/04/24
4
5
M
P
H
Y
N
E
Z
R
D
F.O.C
.
F.O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.O.C.
F.O.
C
.
F.O.
C
.
B
U
S
S
T
O
P
B
U
S
S
T
O
P
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
R3-4
50'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
50'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
P
V
T
S
T
P
R
O
M
E
N
A
D
E
M
A
L
L
S
P
V
T
S
T
9
0
'
T
U
R
N
P
O
C
K
E
T
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
RAIS
E
D
M
E
D
I
A
N
LAN
D
S
C
A
P
E
LAN
D
S
C
A
P
E
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
S
G20-2ROAD WORK
P
V
T
S
T
P
R
O
M
E
N
A
D
E
M
A
L
L
S
LAND
S
C
A
P
E
SIDE
W
A
L
K
9
0
'
T
U
R
N
P
O
C
K
E
T
W12-1
R3-7(L)
MUST
LEFT LANE
TURN LEFT
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
W12-1
R3-7(L)
MUST
LEFT LANE
TURN LEFT
LANE
C30 (CA)
CLOSED
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
C30 (CA)
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
LANE
C30 (CA)
CLOSED
LANEC30 (CA)CLOSED
S
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
COORDINATE WITH THE CITY OF TEMECULA
PUBLIC WORKS DEPARTMENT TO PLACE
THE SIGNALIZED INTERSECTION ON FLASH
OPERATION DURING WORK HOURS.
F.
O
.
C
.
F.
O
.
C
.
F.O.C.
F.O.C.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O.
C
.
F.O.
C
.
F.O.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
S
T
O
P
B
U
S
S
T
O
P
B
U
S
S
T
O
P
3
5
0
'
250
'
DW
250
'
3
5
0
'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
S
G20-2
END
ROAD WORK
LAN
D
S
C
A
P
E
SID
E
W
A
L
K
RAIS
E
D
M
E
D
I
A
N
SID
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
G20-2
END
ROAD WORK
SID
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
SID
E
W
A
L
K
SID
E
W
A
L
K
50'
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
P
V
T
S
T
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
CLOSED
LEFT LANE
AHEAD
C20(CA)(L)(2)
2
RAI
S
E
D
M
E
D
I
A
N
4
0
M
P
H
W
I
N
C
H
E
S
T
E
R
R
D
4
0
M
P
H
W
I
N
C
H
E
S
T
E
R
R
D
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
45MPH
YNE
Z
R
D
W4-2(L)
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
S
T
O
P
B
U
S
S
T
O
P
B
U
S
S
T
O
P
B
U
S
S
T
O
P
50'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
3
5
0
'
3
5
0
'
250
'
3
5
0
'
RAIS
E
D
M
E
D
I
A
N
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
SID
E
W
A
L
K
SID
E
W
A
L
K
LAN
D
S
C
A
P
E
SID
E
W
A
L
K
S
RAI
S
E
D
M
E
D
I
A
N
SID
E
W
A
L
K
SIDE
W
A
L
K
50'
50'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
P
V
T
S
T
P
V
T
S
T
P
V
T
S
T
P
V
T
S
T
P
R
O
M
E
N
A
D
E
M
A
L
L
N
SIDE
W
A
L
K
9
0
'
T
U
R
N
P
O
C
K
E
T
W12-1
R3-7(L)
MUST
LEFT LANE
TURN LEFT
LANE
CLOSED
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
CLOSED
LEFT LANE
AHEAD
C20(CA)(L)(2)
2
RAIS
E
D
M
E
D
I
A
N
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
W4-2(L)
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
4
SCALE: 1"=50'
0 20' 40' 60'
F MATCHLINE
F
-
F
F
SEE SHEE
T
5
E
MATC
H
L
I
N
E
E
-
E
E
E MATC
H
L
I
N
E
E
-
E
E
D
MATC
H
L
I
N
E
D
-
D
D
D MATC
H
L
I
N
E
D
-
D
D
SCOPE OF WORK:
CONTINUE TRENCH FROM
EXISTING VAULT TO NEW
VAULT.
WORKING HOURS
SUNDAY - THURSDAY
NOTE:
WORK DURATION:
1-2 DAYS
9:00 P.M. - 5:00 A.M.
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
AN INDIVIDUAL WILL BE ASSIGNED
TO MAINTAIN THE CONES WHILE
THE WORK ZONE IS IN PLACE
CONTRACTOR TO PROVIDE ACCESS
TO DRIVEWAYS AT ALL TIMES
PHASE 2 OF 4
3/26/24
Exp 6/30/24
04/04/24
04/04/24
F.O.C.
F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
/
W
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
4
5
M
P
H
Y
N
E
Z
R
D
D
W
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.
C
.
F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C
.
F.O.C
.
F.O.C
.
F.O.C
.
F.O.C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
B
U
S
S
T
O
P
4
5
M
P
H
Y
N
E
Z
R
D
3
5
0
'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
4
0
M
P
H
O
V
E
R
L
A
N
D
D
R
LANDS
C
A
P
E
SIDEW
A
L
K
SIDEWALK
SIDEWALK
LANDSCAPE
250'
214'
250'
SIDEWALK
LANDSCAPE
SIDEWALK
RAISED MEDIAN
R
A
I
S
E
D
M
E
D
I
A
N
LANE
C30 (CA)
CLOSED
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R3-4
LANE
C30 (CA)
CLOSED
LANE
C30 (CA)
CLOSED
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
RAISED MED
I
A
N
RAISED MEDIAN
DW
DW
DW
DW
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
C20 (LT)
CLOSED
LEFT LANE
AHEAD
LANE
C30 (CA)
CLOSED
LANE
C30 (CA)
CLOSED
S
R3-4
D
W
DW
40
M
P
H
OV
E
R
L
A
N
D
D
R
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
4
5
M
P
H
Y
N
E
Z
R
D
LANEC30 (CA)CLOSED
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
COORDINATE WITH THE CITY OF TEMECULA
PUBLIC WORKS DEPARTMENT TO PLACE
THE SIGNALIZED INTERSECTION ON FLASH
OPERATION DURING WORK HOURS.
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
5
SCALE: 1"=50'
0 20' 40' 60'
SCOPE OF WORK:
CONTINUE TRENCH FROM
EXISTING VAULT TO NEW
VAULT.
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
AN INDIVIDUAL WILL BE ASSIGNED
TO MAINTAIN THE CONES WHILE
THE WORK ZONE IS IN PLACE
CONTRACTOR TO PROVIDE ACCESS
TO DRIVEWAYS AT ALL TIMES
WORKING HOURS
SUNDAY - THURSDAY
NOTE:
WORK DURATION:
1-2 DAYS
9:00 P.M. - 5:00 A.M.
F
MATCHLINE
F
-
F
FSEE SHEE
T
4
PHASE 2 OF 4,CONT
3/26/24
Exp 6/30/24
04/04/24
04/04/24
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
9
0
'
T
U
R
N
P
O
C
K
E
T
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
35
0
'
SI
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
W
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
D
W
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
W4-2(L)
35
0
'
D
W
D
W
D
W
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
W12-1
R3-7(L)
MUST
LEFT LANE
TURN LEFT
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
D
W
45
M
P
H
Y
N
E
Z
R
D
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
R
A
I
S
E
D
M
E
D
I
A
N
4
5
M
P
H
Y
N
E
Z
R
D
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
CLOSED
LEFT LANE
AHEAD
C20(CA)(L)(2)
2
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F
.
O
.
C
.
F.O.
C
.
F.O.
C
.
F.O.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.C.
F.O.
C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.
O
.
C
.
F.O.
C
.
F.O
.
C
.
F.O.
C
.
F.O.
C
.
F.O.
C
.
F.
O
.
C
.
F.O.C.
F
.
O
.
C
.
50'
LAN
D
S
C
A
P
E
SIDE
W
A
L
K
LAN
D
S
C
A
P
E
SIDE
W
A
L
K
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
3
5
0
'
35
0
'
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
W
D
W
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
D
W
W4-2(L)
S
100'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
2
5
M
P
H
D
L
R
D
R
I
V
E
P
V
T
S
T
Y
N
E
Z
C
O
U
R
T
45
M
P
H
Y
N
E
Z
R
D
R
A
I
S
E
D
M
E
D
I
A
N
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
6
SCALE: 1"=50'
0 20' 40' 60'
SCOPE OF WORK:
CONTINUE TRENCH FROM
EXISTING VAULT TO NEW
VAULT.
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
AN INDIVIDUAL WILL BE ASSIGNED
TO MAINTAIN THE CONES WHILE
THE WORK ZONE IS IN PLACE
H MATC
H
L
I
N
E
H
-
H
H
WORKING HOURS
SUNDAY - THURSDAY
NOTE:
WORK DURATION:
1-2 DAYS
9:00 P.M. - 5:00 A.M.
G MA
T
C
H
L
I
N
E
G
-
G
G
SEE
S
H
E
E
T
7
G
MA
T
C
H
L
I
N
E
G
-
G
G
PHASE 3 OF 4
3/26/24
Exp 6/30/24
04/04/24
04/04/24
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
S
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
4
0
M
P
H
S
O
L
A
N
A
W
A
Y
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
R
A
I
S
E
D
M
E
D
I
A
N
D
/
W
4
5
M
P
H
Y
N
E
Z
R
D
LANDSC
A
P
E
SIDEWA
L
K
RAISED
M
E
D
I
A
N
SIDEWA
L
K
LANDSC
A
P
E
D/W
2
9
1
'
T
A
N
G
E
N
T
LANE
C30 (CA)
CLOSED
9
0
'
T
U
R
N
P
O
C
K
E
T
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
D
W
250'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
D
W
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
W12-1
R3-7(L)
MUST
LEFT LANE
TURN LEFT
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
D
W
LANE
C30 (CA)
CLOSED
R3-4
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
F.O.C.
F.O.C.
F
.
O
.
C
.
F.O.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.
C
.
F.O.C.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.O
.
C
.
F.O.C.
F.O.C.
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
/
W
D
/
W
D
/
W
R
A
I
S
E
D
M
E
D
I
A
N
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
4
5
M
P
H
Y
N
E
Z
R
D
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
50'
50'
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
P
V
T
S
T
LANDSCAP
E
M
O
T
O
R
C
A
R
P
A
R
K
W
A
Y
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
S
RAISED MED
I
A
N
RAISED ME
D
I
A
N
M
O
T
O
R
C
A
R
P
A
R
K
W
A
Y
P
V
T
S
T
R3-4 OVERPASS
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
2
9
1
'
T
A
N
G
E
N
T
9
0
'
T
U
R
N
P
O
C
K
E
T
W12-1
LANE
C30 (CA)
CLOSED
R3-7(L)
MUST
LEFT LANE
TURN LEFT
LANE
C30 (CA)
CLOSED
LANE
C30 (CA)
CLOSED
D
/
W
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
R
A
I
S
E
D
M
E
D
I
A
N
C30 (CA)
12'
26'
4
5
M
P
H
Y
N
E
Z
R
D
LANE
C30 (CA)
CLOSED
LANE
C30 (CA)
CLOSED
F.O.C.
F.O.C.
F.O.C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
/
W
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
4
5
M
P
H
Y
N
E
Z
R
D
D
W
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.
C
.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
2
9
0
'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
B
U
S
S
T
O
P
G20-2
END
ROAD WORK
LANDSCA
P
E
SIDEWAL
K
SIDEWALK
SIDEWALK
LANDSCAPE
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
RAISED MEDI
A
N
4
0
M
P
H
O
V
E
R
L
A
N
D
D
R
S
4
0
M
P
H
O
V
E
R
L
A
N
D
D
R
45MPH
YNEZ RD
6
2
2
'
B
U
F
F
E
R
D
W
LANE
C30 (CA)
CLOSED
LANE
C30 (CA)
CLOSED
13'
25'
42'
17'
Y
N
E
Z
R
D
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
7
SCALE: 1"=50'
0 20' 40' 60'
SCOPE OF WORK:
CONTINUE TRENCH FROM
EXISTING VAULT TO NEW
VAULT.
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
AN INDIVIDUAL WILL BE ASSIGNED
TO MAINTAIN THE CONES WHILE
THE WORK ZONE IS IN PLACE
I
MATCHLINE
I
-
I
I
I MATCHLINE
I
-
I
I
J
MATCHLINE
J
-
J
J
J MATCHLINE
J
-
J
J
H MATC
H
L
I
N
E
H
-
H
H
WORKING HOURS
SUNDAY - THURSDAY
NOTE:
WORK DURATION:
1-2 DAYS
9:00 P.M. - 5:00 A.M.
SEE
S
H
E
E
T
6
PHASE 3 OF 4,CONT.
3/26/24
Exp 6/30/24
04/04/24
04/04/24
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
S
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
4
0
M
P
H
S
O
L
A
N
A
W
A
Y
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
R
A
I
S
E
D
M
E
D
I
A
N
D
/
W
LANDSC
A
P
E
SIDEWA
L
K
RAISED
M
E
D
I
A
N
SIDEWA
L
K
LANDSC
A
P
E
D/W
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
LANDSC
A
P
E
SIDEWA
L
K
RAISED
M
E
D
I
A
N
SIDEWA
L
K
LANDS
C
A
P
E
D/W
250'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
G20-2
END
ROAD WORK
LANDSC
A
P
E
SIDEWA
L
K
3
5
0
'
S
H
O
U
L
D
E
R
T
A
P
E
R
D
/
W
3
3
5
'
D
/
W
R
A
I
S
E
D
M
E
D
I
A
N
C20(CA) (RT)
CLOSED
RIGHT LANE
AHEAD
W4-2(R)
W16-1
ROAD
SHARE
THE
W11-1
D
W
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
4
5
M
P
H
Y
N
E
Z
R
D
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
4
5
M
P
H
Y
N
E
Z
R
D
F.O
.
C
.
F.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
F.
O
.
C
.
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
3
3
5
'
D
/
W
D
W
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
35
0
'
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
W
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
D
W
R
A
I
S
E
D
M
E
D
I
A
N
CLOSED
BIKE LANE
AHEAD
W20-5
(BIKE)
C20(CA) (RT)
CLOSED
RIGHT LANE
AHEAD
35
0
'
D
W
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
W4-2(R)
G20-2
END
ROAD WORK
SI
D
E
W
A
L
K
LA
N
D
S
C
A
P
E
R
A
I
S
E
D
M
E
D
I
A
N
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
8
SCALE: 1"=50'
0 20' 40' 60'
SCOPE OF WORK:
TRENCH FROM NEW VAULT TO PLACE
NEW VAULT. TRENCH FROM VAULT
TO PRIVATE PROPERTY.
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
AN INDIVIDUAL WILL BE ASSIGNED
TO MAINTAIN THE CONES WHILE
THE WORK ZONE IS IN PLACE
CONTRACTOR TO PROVIDE ACCESS
TO DRIVEWAYS AT ALL TIMES
DRIVEWAY
10' MIN
CURB
10' MIN
DRIVEWAY TYPICAL 1
TO CLOSE 1
2 DRIVEWAY AT
A TIME
NOTE: FLAGGER TO DIRECT AND
ASSIST VEHICLES IN AND OUT OF
DRIVEWAY ONLY
CURB
DRIVEWAY
FOR DRIVEWAYS AFFECTED IN
WORK AREA, REFERENCE
DRIVEWAY TYPICAL 1
L
MATCHLINE
L
-
L
L
K MATC
H
L
I
N
E
K
-
K
K
K
MATC
H
L
I
N
E
K
-
K
K
WORKING HOURS
SUNDAY - THURSDAY
NOTE:
WORK DURATION:
1-2 DAYS
9:00 P.M. - 5:00 A.M.
PHASE 4 OF 4
SEE SHE
E
T
9
3/26/24
Exp 6/30/24
04/04/24
04/04/24
F.O.C.
F.O.C.
F.O.C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
/
W
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
W
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.
C
.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C.
F.O.C
.
F.O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
5
1
5
'
B
U
F
F
E
R
2
9
0
'
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
B
U
S
S
T
O
P
G20-2
END
ROAD WORK
LANDSCA
P
E
SIDEWAL
K
SIDEWALK
SIDEWALK
LANDSCAPE
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
RAISED MED
I
A
N
4
0
M
P
H
O
V
E
R
L
A
N
D
D
R
4
0
M
P
H
O
V
E
R
L
A
N
D
D
R
S
45MPH
YNEZ RD
R9-9
CLOSED
SIDEWALK
LANE
C30 (CA)
CLOSED
D
W
1
4
'
R9-9
CLOSED
SIDEWALK
R9-11(R)
CROSS HERE
SIDEWALK CLOSED
AHEAD
11'22'
11'
20'
11'
17'
4
5
M
P
H
Y
N
E
Z
R
D
F.O.C.
F.O.C.
F
.
O
.
C
.
F.O.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O.
C
.
F.O.C.
F.O.C.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F.O
.
C
.
F.O.C
.
F.O.C.
F.O.C.
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
D
/
W
D
/
W
D
/
W
R
A
I
S
E
D
M
E
D
I
A
N
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
4
5
M
P
H
Y
N
E
Z
R
D
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
R
A
I
S
E
D
M
E
D
I
A
N
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
5
1
5
'
B
U
F
F
E
R
50'
LANDSCAP
E
SIDEWALK
50'
G20-2
END
ROAD WORK
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
DW
LANDSCAP
E
SIDEWALK
LANDSCAP
E
RAISED MEDI
A
N
G20-2
END
ROAD WORK
5
4
0
'
M
E
R
G
I
N
G
T
A
P
E
R
P
V
T
S
T
RAISED ME
D
I
A
N
LANDSCAP
E
1
8
0
'
S
H
O
U
L
D
E
R
T
A
P
E
R
R3-6(R)
R3-4
M
O
T
O
R
C
A
R
P
A
R
K
W
A
Y
P
V
T
S
T
M
O
T
O
R
C
A
R
P
A
R
K
W
A
Y
LANE
C30 (CA)
CLOSED
R
A
I
S
E
D
M
E
D
I
A
N
SHARE
LANE
BIKE
C30 (BIKE)
CLOSED
R9-11(L)
CROSS HERE
SIDEWALK CLOSED
AHEAD
W20-1
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
11'
17'
17'
11'
4
5
M
P
H
Y
N
E
Z
R
D
OVERPASS
WORKING HOURS
SUNDAY - THURSDAY
NOTE:
WORK DURATION:
1-2 DAYS
9:00 P.M. - 5:00 A.M.
PHASE 4 OF 4, CONT.
M MATCHLINE
M
-
M
M
M MATCHLINE
M
-
M
M
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATION
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
26490 YNEZ RD TEMECULA,CA 92591
PERMIT NO. LD24-0235
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
9
PID 5063492
CLIENT:
CURTIS COOMBS, PE
STERLING ENGINEERING
951-737-9400
CURTIS@STERLINGSE.COM
9
SCALE: 1"=50'
0 20' 40' 60'
SCOPE OF WORK:
TRENCH FROM NEW VAULT TO PLACE
NEW VAULT. TRENCH FROM VAULT
TO PRIVATE PROPERTY.
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
AN INDIVIDUAL WILL BE ASSIGNED
TO MAINTAIN THE CONES WHILE
THE WORK ZONE IS IN PLACE
CONTRACTOR TO PROVIDE ACCESS
TO DRIVEWAYS AT ALL TIMES
DRIVEWAY
10' MIN
CURB
10' MIN
DRIVEWAY TYPICAL 1
TO CLOSE 1
2 DRIVEWAY AT
A TIME
NOTE: FLAGGER TO DIRECT AND
ASSIST VEHICLES IN AND OUT OF
DRIVEWAY ONLY
CURB
DRIVEWAY
FOR DRIVEWAYS AFFECTED IN
WORK AREA, REFERENCE
DRIVEWAY TYPICAL 1
L MATCHLINE
L
-
L
L
SEE SHE
E
T
8
3/26/24
Exp 6/30/24
04/04/24
04/04/24
VICINITY MAP
N.T.S.
CITY OF TEMECULA
OVERLAND DR & YNEZ RD
TOTAL CONDUIT:
1-3" CONDUIT:
1-4" CONDUIT:
DIRT TRENCH:
ASPHALT TRENCH:
BORE:
CONCRETE CUT:
0 FT
PROJECT TOTALS:
POTHOLE:
24"x36" VAULTS:
11"x17" VAULTS:
1-2" CONDUIT:
SIDEWALK TRENCH:
BORE PIT:234 FT
1 FT
2 QT
0 QT
235 FT
1 FT
2 FT
6 FT
13 QT
1 QT
246 SQFT
226 FT
1
or
Call USA
2 Working Days Before You Dig
For Underground Locating
1-800-422-4133
UNDERGROUND SERVICE ALERT
1-800-227-2600
Spectrum
Charter
ENGINEERING CONSTRUCTION
PROJECT#PID 5063492
ADDRESS:
DATE:01/11/23 OF 3
26490 YNEZ RD
TEMECULA, CA 92591
LD24-0235
SITE PLAN
WORK AREA
OVERLAND DR
Y
N
E
Z
R
D
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 04/12/2024
04/12/2024 04/12/2024
04/12/20
or
Call USA
2 Working Days Before You Dig
For Underground Locating
1-800-422-4133
UNDERGROUND SERVICE ALERT
1-800-227-2600
Spectrum
Charter
ENGINEERING CONSTRUCTION
PROJECT#PID 5063492
ADDRESS:
DATE:01/11/23 OF 3
26490 YNEZ RD
TEMECULA, CA 92591
LD24-0235
LEGEND
VAULT
PED
FH
MANHOLE
GAS VALVE
POLES
STREETLIGHTS
TREES
WATER
GAS
ELECTRIC
TELCO
SEWER
STORM DRAIN
W
G
E
TELCO
S
SD
CENTER LINE
RIGHT OF WAY
CURB & GUTTER
BOUNDARY LINE
C/LV
BORE LINE
TRENCH LINE
BORE PITS
POTHOLES
EX. VAULT V
ADA RAMP
CATV CATV CONCRETE HATCHWATER VALVE POWER VENT
BP
PH
PED
R/W
2
CITY OF TEMECULA
SITE PLAN
26490 YNEZ RD
VARIES
36
"
MI
N
C
O
V
E
R
VARIES
3"
MIN
3"
MIN
CONTRACTOR TO VERIFY
DEPTH OF ALL UTILITY
CROSSINGS AND KEEP A MIN OF
12" CLEARANCE
12
"
MI
N
.
NATIVE SOIL BACKFILL @
90% COMPACTION
CHARTER PVC
CONDUIT
LANDSCAPE TO BE
REPLACED TO ORIGINAL
SURFACE
EXISTING
CONC. S.W.
LANDSCAPE BORE PIT/POTHOLE DETAIL
N.T.S.
VARIES
36
"
MI
N
C
O
V
E
R
VARIES
3"
MIN
3"
MIN
CONTRACTOR TO VERIFY
DEPTH OF ALL UTILITY
CROSSINGS AND KEEP A MIN OF
12" CLEARANCE
12
"
MI
N
.
NATIVE SOIL BACKFILL @
90% COMPACTION
CHARTER PVC
CONDUIT
SIDEWALK TO BE
REPLACED FROM SCORE
LINE TO SCORE LINE
EXISTING
CONC. S.W.
SIDEWALK BORE PIT/POTHOLE DETAIL
N.T.S.
STANDARD METHOD OF TUNNELING UNDER CURB & GUTTER
FOR CONDUIT PLACEMENT
(NOT TO SCALE)
TRENCH BACKFILL AND AC
PAVEMENT RESURFACE SHALL
FOLLOW CITY STANDARDS
EX. NATIVE SOIL
EX. CURB & GUTTER
SIDEWALK OR PARKWAY
SLURRY BACKFILL
NATIVE SOIL FOR PARKWAYS
36" MIN.
COVER
8" - 12" BORE
TUNNEL
2"- 4" CONDUIT
CONTRACTOR TO VERIFY
DEPTHS OF ALL UTILITIES
CROSSING AND KEEP A
MINIMUM OF 12" CLEARANCE
12" MIN
THE SOIL UNDER THE GUTTER SHALL NOT BE DISTURBED.
COMPACTION UNDER CURB & GUTTER
12" MIN
6"
6"
6"
VARIES
36
"
MI
N
C
O
V
E
R
6"
18"MIN
ASPHALT BORE PIT/POTHOLE DETAIL
N.T.S.
3"
MIN
3"
MIN
*REMOVE AND REPLACE
EXISTING A.C. IF REMNANT
IS 2' OR LESS AND REPLACE
CURB &
GUTTER
CONTRACTOR TO VERIFY
DEPTH OF ALL UTILITY
CROSSINGS AND KEEP A MIN OF
12" CLEARANCE
SAWCUT EDGES
12
"
MI
N
.
12" A.B. @ 95%
COMPACTION
NATIVE SOIL BACKFILL @
90% COMPACTION
*NOTE:
WHERE CUT IS 24" OR
LESS FROM THE EDGE
OF AN EXISTING PATCH,
CURB & GUTTER,
CONCRETE PAVEMENT,
CONCRETE
CROSSWALKS AND/OR
DECORATIVE PAVERS,
REMOVE THE EXISTING
A.C. BETWEEN THE CUT
AND THIS EDGE AND
REPLACE.
CHARTER PVC
CONDUIT
EXISTING ASPHALT
AT A MIN. MATCH
EXISTING ASPHALT
THICKNESS
24"
3"
18"
33 5 8 "
261
4"
38 1 8 "
35 5 8 "
MFG LOGO
CUSTOMER LOGO
LIFT PIN (2X)
COVER BOLT
DOWN (4X)
POLYMER CONCRETE BOX
(WITH OPEN BOTTOM)
POLYMER CONCRETE COVER
(WITH NON-SKID SURFACE)
24"X36" VAULT
22"
DIRECTIONAL BORE DETAIL
DIRECTIONAL
BORE RIG
EXIST.
GRADE BORE ROD
SEND
BORE PIT
RECEIVE
BORE PIT
HDPE
TYPICAL BORE DETAIL
MAXIMUM DESCENT SLOPE
10
1 CONDUIT/S
SEND BORE PIT
3 FT ±
5 FT ±
MAXIMUM ASCENT SLOPE
30
1CONDUIT/S
RECEIVE BORE PIT
3 FT ±
5 FT ±
3 FT
DETAIL "A"
C
/
L
C
/
L
C
/
L
C
/
L
C
/
L
C
/
L
C
/
L
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
T
E
L
C
O
T
E
L
C
O
T
E
L
C
O
T
E
L
C
O
T
E
L
C
O
T
E
L
C
O
T
E
L
C
O
T
E
L
C
O
T
E
L
C
O
T
E
L
C
O
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
V
Z
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
F
.
O
.
C
.
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
GGGG
WWW
WWW
E E
E EEE
EEEEE
V
VZ VZ
G G G G G G G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
/
W
V
P
H
P
H
P
HP
HP
H
P
H
P
H
P
H
P
H
P
H
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
P
H
1
4
+
0
0
55'
55'
6'6'
6'6'
110'
134'
12'
12'
55'
55'
6'
12'6'6'
6'12'
110'
134'
R
A
I
S
E
D
M
E
D
I
A
N
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
REMOVE AND RESTORE SIDEWALK
NEW CONSTRUCTION START
FROM EXISTING VAULT
TIE INTO EXISTING POLE
CONTRACTOR TO PULL NEW CABLE
THRU EXISTING CONDUIT
REMOVE AND RESTORE SIDEWALK
BP - NVT
1 3"
118'
BORE
P
H
P
H
V
B
P
EX.VT - BP
1 3"
8'
TRENCH
NVT- NVT
1 3"
108'
BORE
NVT- R/W
1 2"
1'
TRENCH
PLACE NEW 24"X36" VAULT
BEHIND CONCRETE CURB
IN GRASS/DIRT AREA
STUB OUT TO PRIVATE PROPERTY
30 SQFT
REMOVE AND RESTORE SIDEWALK
180 SQFT
36 SQFT
1
5
+
0
0
±
3
8
8
'
T
O
O
V
E
R
L
A
N
D
D
R
C
/
L
2'
11'66'
18'
1
0
8
'
STA 13:83
L
A
N
D
S
C
A
P
E
L
A
N
D
S
C
A
P
E
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
PLACE NEW 24"X36" VAULT
BEHIND CONCRETE CURB
IN GRASS/DIRT AREA
C
A
T
V
C
A
T
V
F
.
O
.
C
.
F
.
O
.
C
.
C
O
M
M
C
O
M
M
WW
P
H
C
A
T
V
V
B
P
4'12'
59'
T
E
L
C
O
F
.
O
.
C
.
S
D
S
D
S
D
E
E
E
E
E
E
E
R
/
W
EE
V
P
H
P
H
P
H
P
H
11'
66'
2'
L
/
SS
/
W
F
.
O
.
C
.
F
.
O
.
C
.
S
D
S
D
S
D
E
E
E
E
E
E
R
/
W
VZ VZ
V
P
H
11'
66'
2'L
/
SS
/
WCONTRACTOR TO POT HOLE FOR EXIST.
DEPTH OF UTILITIES CONDUIT PRIOR TO
START OF CONSTRUCTION.
CONTRACTOR TO REMOVE & REPLACE
DAMAGED CONCRETE & MATCH EXISTING
LANDSCAPE TO THE SATISFACTION OF THE
CITY RESIDENT ENGINEER.
NORTHSCALE
1"-30'
or
Call USA
2 Working Days Before You Dig
For Underground Locating
1-800-422-4133
UNDERGROUND SERVICE ALERT
1-800-227-2600
Spectrum
Charter
ENGINEERING CONSTRUCTION
PROJECT#PID 5063492
ADDRESS:
DATE:01/11/23 OF 3
26490 YNEZ RD
TEMECULA, CA 92591
LD24-0235
LEGEND
VAULT
PED
FH
MANHOLE
GAS VALVE
POLES
STREETLIGHTS
TREES
WATER
GAS
ELECTRIC
TELCO
SEWER
STORM DRAIN
W
G
E
TELCO
S
SD
CENTER LINE
RIGHT OF WAY
CURB & GUTTER
BOUNDARY LINE
C/LV
BORE LINE
TRENCH LINE
BORE PITS
POTHOLES
EX. VAULT V
ADA RAMP
CATV CATV CONCRETE HATCHWATER VALVE POWER VENT
BP
PH
PED
R/W
3
CITY OF TEMECULA
SITE PLAN
26490 YNEZ RD
DETAIL A
LOCATION
59' W OF YNEZ RD C/L
@ STA 13+88
SIZE
N.T.S.
DETAIL B
LOCATION
66' E OF YNEZ RD C/L
@ STA 13+88
SIZE 24" X 36"
N.T.S.
DETAIL C
LOCATION
66' E OF YNEZ RD C/L
@ STA 14+96
SIZE 24" X 36"
N.T.S.
DETAIL A
DETAIL B
DETAIL C
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 1 of 2 Revised: 06/16/2020
APPLICATION INFORMATION 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 a set of Construction Drawings, 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 damage to persons or property happening or occurring as a proximate result of any work undertaken 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
ENCROACHMENT PERMIT.
X
Tie into fiber enclosure. Riser down from existing pole #4266153E. to exisitng vault. Trench from vault to place new vault.
26490 Ynez Rd
PID # 5063492 2/15/2024 2/22/2024
Trench from new vault to place new vault. Trench from vault to private property.
LD24-0235
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 02/16/2024
02/16/2024 02/16/2024
02/16/20
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 2 of 2 Revised: 06/16/2020
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 approac h
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 #:
7337 Central Ave Riverside, CA 92504
permits@unitedfibercomm.com
Charter
1/18/2024
(951) 742-5836
HHS
2042 S. Grove Ave Ontario, CA 91761
Veronica Barrozo (909) 721-3785 (909) 721-3785
81890
6
A, B, C-7, C10, C31 049178
Melissa Contreras