HomeMy WebLinkAboutLD23-3651Permit Number: LD23-3651
LD - Utilities/ Excavation - Parallel
Issued: 07/11/2023
Expired: 02/12/2024
Job Address: 28924 Old Town Front St
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:
Contractor:
Utility Work Order Number: 3726705
Description:
Charter; 3726705
WORK HOURS SHALL BE SUNDAY - THURSDAY: 9PM - 5AM
Location: 28924 Old Town Front
Tie from existing pedestal and bore/trench 165' to place new vault and stub out 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 LD23-3651
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 or 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.
Page 1 of 2*****See Page 2 of this Permit for Permittee Responsibilities*****
Permit Number: LD23-3651
LD - Utilities/ Excavation - Parallel
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
City Engineer or Authorized Representative Date
07/11/2023
Page 2 of 2
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 INFORMATIONENGINEER'S SEAL
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
28924 OLD TOWN FRONT STREET
PERMIT NO. LD23-3651
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
2
VICINITY MAP
REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20
TRAFFIC CONTROL PLANS FOR
UNDERGROUND CONSTRUCTION
28924 OLD TOWN FRONT STAREA 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
(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
SUNDAY - THURSDAY
9:00 PM - 5:00 AM
WORK HOURS
6/20/2023 awa7687
6/27/30
06/27/23
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ROAD
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G20-2
END
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SIDEWALK
R9-9
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SIDEWALK
R9-9
CLOSED
SIDEWALK
R9-11(R)
CROSS HERE
SIDEWALK CLOSED
AHEAD
PLACE SIGN AT
CROSS STREET
1ST ST
10'
CONTACT TRANSIT AUTHORITY
72 HOURS PRIOR TO START OF
WORK FOR TEMPORARY
RELOCATION OF BUS STOP
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1
6
0
'
S
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2
5
0
'
2
5
0
'
W1-4(L)
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SIGNAL
AHEAD
CLOSED
BIKE LANE
AHEAD
W20-5
(BIKE)
W16-1
ROAD
SHARE
THE
W11-1
LANE
BIKE
C30 (BIKE)
CLOSED
C30 (BIKE)
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G20-2
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ROAD WORK
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CROSS HERE
SIDEWALK CLOSED
AHEAD
PLACE SIGN AT
CROSS STREET
TEMECULA PKWY
AHEAD
(BIKE)
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0
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4
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F
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O
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T
S
T
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 INFORMATIONENGINEER'S SEAL
FOR
TRAFFIC CONTROL PLANS
UNDERGROUND CONSTRUCTION
28924 OLD TOWN FRONT STREET
PERMIT NO. LD23-3651
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
2647
Spectrum
Charter
ENGINEERING CONSTRUCTION
2
2
WORK DURATION:
1-3 DAYS
PHASE 1 OF 1
SCALE: 1"=40'
0 20' 40' 60'
SCOPE OF WORK:
"TIE INTO EXISTING
PEDESTAL. BORE AND
PLACE BORE PITS AND
POT HOLES WHEN
CROSSING UTILITIES.
PLACE NEW VAULT AND
TRENCH TO STUBOUT. "
A MATCHL
I
N
E
A
-
A
A
A
MATCHL
I
N
E
A
-
A
A
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK
TEMPORARY "NO PARKING" SIGNS SHALL BE INSTALLED
AT LEAST 72 HOURS BEFORE ENFORCEMENT.
NOTIFY PROPERTY OWNER 48 HOURS IN
ADVANCE OF DRIVEWAY CLOSURE.
USE STEEL PLATES TO MINIMIZE CLOSURE
TIMEFRAME.
SUNDAY - THURSDAY
9:00 PM - 5:00 AM
WORK HOURS
B MATCHL
I
N
E
B
-
B
B
B MATCHL
I
N
E
B
-
B
B
6/20/2023 awa7687
6/27/30
06/27/23
VICINITY MAP
N.T.S.
WORK AREA
CITY OF TEMECULA
OLD TOWN FRONT ST AND TEMECULA PKWY
TOTAL EXC:
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:155 FT
5 FT
1 QT
0 QT
160 FT
5 FT
0 FT
0 FT
5 QT
2 QT
202 SQFT
155 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
SpectrumCharter
ENGINEERING CONSTRUCTION
PROJECT#3726705
ADDRESS:
DATE:05/19/23 OF 3
28924 OLD TOWN FRONT ST
TEMECULA, CA 92590
SITE PLAN
LD23-3651
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
david.pina 06/02/2023
06/02/2023 06/02/2023
06/02/20
or
Call USA
2 Working Days Before You Dig
For Underground Locating
1-800-422-4133
UNDERGROUND SERVICE ALERT
1-800-227-2600
SpectrumCharter
ENGINEERING CONSTRUCTION
PROJECT#3726705
ADDRESS:
DATE:05/19/23 OF 3
28924 OLD TOWN FRONT ST
TEMECULA, CA 92590
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
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"
CITY OF TEMECULA
SITE PLAN
28924 OLD TOWN FRONT ST
Z:\ENGINEERING\DOCS\CITY REQUIREMENTS\RIVERSIDE COUNTY\City of Temecula\DRAFTING INFO\PDF Images\Utility Plan General Notes_20220319022621875313fec1eb.pngLand Development
Utility Plan General Notes
41000 Main Street
Temecula, CA 92590
Phone: 951-694-6444
www.temeculaca.gov
Utility Construction/Site plans shall be submitted for review and include the following, but not be limited to:
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.
14. Standard Inspection Request shall include:
➢ Permit Number:
➢ Inspection Date:
➢ Inspection Type:
➢ Project:
➢ On-Site Location:
➢ Requestor Name:
➢ Requestor Company:
➢ Contact Number:
Utility Plan General Notes.docx Page 1 of 1 Revised: 03/19/2022
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 TRENCH 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.
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
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"
LD23-3651
E
E
R
/
W
TELCO
P
H
D
/
W
43' CL
13' FOC
8'
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C
/
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/
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/
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/
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/
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S
S
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
D
/
W
S
I
D
E
W
A
L
K
L
A
N
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C
A
P
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D
/
W
S
I
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A
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K
L
A
N
D
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C
A
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S
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W
A
L
K
S
I
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W
A
L
K
S
I
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W
A
L
K
80'
60'
30'
30'
14'
6'
39'
14'
9'
4'
7'
1 3"
STUB OUT TO PRIVATE PROPERTY
PLACE NEW 24"X36" VAULT
1
2
3
'
L
A
N
D
S
C
A
P
E
L
A
N
D
S
C
A
P
E
BP - NVT
1 3"
14'
BORE
REMOVE AND RESTORE SIDEWALK
6'X7'
B
P
V
NVT - STUBOUT
1 2"
5'
TRENCH
P
HP
H
S
I
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S
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S
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S
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S
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S
S
S
S
S
S
S
S
S
S
S
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
W
W
W
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G
G
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W
P
H
P
HP
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N
D
S
C
A
P
E
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
D
/
W
D
/
W
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
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
80'
60'30'
30'
14'
6'
43'
13'
8'
18'
11'
2
2
'
TIE INTO EXISTING PEDESTAL
BP - BP
1 3"
127'
BORE
PED
EX. PED - BP
1 3"
18'
BORE
1
2
3
'
B
P
L
A
N
D
S
C
A
P
E
REMOVE AND RESTORE SIDEWALK
16'X10'
S
I
D
E
W
A
L
K
F
.
O
.
C
.
E
E
E
E
E
R
/
W
39' CL
9' FOC
4'
P
H
P
H
V
CONTRACTOR 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"-40'
SEE UP
P
E
R
L
E
F
T
MATCH
L
I
N
E
S
T
A
1
9
+
9
0
SEE LO
W
E
R
R
I
G
H
T
MATCH
L
I
N
E
S
T
A
1
9
+
9
0
or
Call USA
2 Working Days Before You Dig
For Underground Locating
1-800-422-4133
UNDERGROUND SERVICE ALERT
1-800-227-2600
SpectrumCharter
ENGINEERING CONSTRUCTION
PROJECT#3726705
ADDRESS:
DATE:05/19/23 OF 3
28924 OLD TOWN FRONT ST
TEMECULA, CA 92590
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
28924 OLD TOWN FRONT ST
DETAIL A
LOCATION
43' NE OF OLD TOWN FRONT ST C/L
@ STA 20+61
SIZE
N.T.S.
DETAIL B
LOCATION
39' NE OF GLENDALE AVE C/L
@ STA 19+37
SIZE 24" X 36"
N.T.S.
SCOPE OF WORK:
TIE INTO EXISTING PEDESTAL.
BORE AND PLACE BORE PITS
AND POT HOLES WHEN
CROSSING UTILITIES. PLACE
NEW VAULT AND TRENCH TO
STUB OUT.
DETAIL A
DETAIL B
LD23-3651