HomeMy WebLinkAboutLD23-1499Permit Number: LD23-1499
LD - Utilities/ Excavation - Parallel
Issued: 06/26/2023
Expired: 12/25/2023
Job Address: 29640 Solana Way
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
Michelle Guerra
325 W. Hospitality Lane Suite 206 Suite 206, Suite 206
San Bernardino, CA 92408
Applicant:
Contractor:
Utility Work Order Number: HBLTCX38
Description:
Crown Castle; HBLTCX38
WORK HOURS SHALL BE MONDAY - FRIDAY : 9AM - 3:30PM
Location: 29640 Solana Way
Crown Castle to place 9' of (1)- 2" duct approx. 9' along Solona Way.
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD23-1499
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: LD23-1499
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
06/26/2023
Page 2 of 2
NE
N
E
SE
SWW
NW
S
FLASHING ARROW BOARD
DELINEATOR
CONE WITH SIGN
TEMPORARY SIGN
WORK VEHICLE
DIRECTION OF TRAVEL
TYPE II BARRICADE
TYPE III BARRICADE
TYPE III BARRICADE WITH SIGN
WORK AREA
LEGEND:
HIGH-LEVEL WARNING DEVICE
SIGNALIZED INTERSECTIONS
TYPE II BARRICADE WITH SIGN
DIRECTIONAL BORE MACHINE
STEEL PLATES
TRAFFIC CONTROL GENERAL NOTES
1.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (2019 CALIFORNIA MUTCD) AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
2.THE CITY TRAFFIC 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 9:00 A.M. TO 3:30 P.M., MONDAY TO FRIDAY AND 8:00 A.M. TO 6:00 P.M.,
SATURDAY UNLESS APPROVED OTHERWISE. WORK IS NOT PERMITTED ON CITY HOLIDAYS.
5.TRENCHES MUST BE BACK FILLED OR PLATED DURING NON-WORKING HOURS.
6.PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON THE PLANS.
7.TEMPORARY "T.A.N.S.A.T." SIGNS SHALL BE POSTED BY THE CONTRACTOR 72 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 48 HOURS PRIOR
TO BEGINNING CONSTRUCTION.
13.THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOUR PER DAY AND 7 DAYS PER WEEK.
14.A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES MUST BE MAINTAINED UNLESS OTHERWISE APPROVED BY THE CITY OF TEMECULA.
15.ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TEMECULA. 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 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 ISPECTION, 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 MOUTED 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.
WORK HOURS:
APPROX. DURATION OF WORK:
TYPE OF WORK:
NOTE:
INSTALL TEMPORARY TANSAT 72 HOURS
PRIOR TO WORK IF NEEDED
9:00 PM TO 5:00 AM SUNDAY - THURSDAY
2 DAYS
TRENCH AND PLACE
NOTES
HH
STOP
MARGARITA RD.
(45 MPH)
VIA LA VIDA
(30 MPH)
BIKE LANE BIKE LANE
SIDEWALK
DIRT
350'
W20-1
ROAD
WORK
AHEAD
G20-2
END
ROAD WORK PROPOSED
HANDHOLE
EXISTING
HANDHOLE
PROVIDE FLAGGER TO
MAINTAIN PEDESTRIAN
ACCESS
CURB
CURB
350'
175'
270'
TAPER
W20-1
ROAD
WORK
AHEAD
(BIKE)
BIKE
LANE
CLOSED
AHEAD
W20-5
W11-1
W16-1
SHARE
THE
ROAD
25'
BIKE LANE
C30-BIKE
BIKE
LANE
CLOSEDC30-BIKE
BIKE
LANE
CLOSED
CURB
CURB
12
'
12
'
25
0
'
W20-1
ROAD
WORK
AHEAD
G20-2
END
ROAD WORK
G20-2
END
ROAD WORK
350'350'
NARROW
LANE
C12
ROAD
NARROW
W5-1 (CA)
BIKE LANE
100'
BIKE LANE TAPER
C30-BIKE
BIKE
LANE
CLOSED
0'60'60'30'
11"x17" SCALE: 1" = 60'-0"
Drawn By
Plans Prepared Under Supervision Of
Date
CONSTRUCTION RECORD
Contractor
Inspector
Date Completed
DATE BY REVISIONS BENCH MARKDATEACC'D
Vertical
Horizontal
SCALE
R.C.E. No.
SEAL:Designed By
CITY OF TEMECULAChecked By
Sheet of
DEPARTMENT OF PUBLIC WORKS
Drawing No.
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-422-4133
CALL TOLL FREE
LD23 - 1499
1
DHS108009CA-HBLTCX38-TEM
41770 MARGARITA ROAD, TEMECULA, CA 92591
TRAFFIC CONTROL PLAN
RECOMMENDED BY:
ACCEPTED BY:
DATE:
TRAFFIC ENGINEER
NICOLAS M. MINICILLI
DATE:
R.T.E. NO.2647 1
VICINITY MAP
M
A
R
G
A
R
I
T
A
R
D
.
N
WORK AREA
M
A
R
G
A
R
I
T
A
R
D
.
VIA L
A
V
I
D
A
9AM TO 3:30 PM
MONDAY THRU
FRIDAY
5/26/23
5/26/23
NE
N
E
SESW
W
NW
S
T-1
37.NO WORK IN ROW AFTER 4PM ON THURSDAYS.
25. NEW PAVEMENT THICKNESS SHALL BE PER CITY STANDARDS.
31. SEE ADDITIONAL NOTES ON THE EXCAVATION PERMIT.
1.ALL WORK SHALL CONFORM TO LATEST EDITION OF
THE "STANDARD SPECIFICATION FOR PUBLIC WORKS
CONSTRUCTION," ADOPTED BY THE CITY AS
MODIFIED BY STANDARD PLANS AND ADDENDUM.
2.THE EXISTENCE AND LOCATION OF UTILITY LINES
SHOWN HEREON ARE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. OTHER UTILITY LINES MAY
EXIST; CONTRACTOR SHALL VERIFY PRIOR TO START
OF CONSTRUCTION AND SHALL USE EXTREME CARE
AND PROTECTIVE MEASURES TO PREVENT DAMAGE
TO THE SAME. HE IS RESPONSIBLE FOR THE
PROTECTION OF ALL UTILITY LINES, VALVES, METERS,
TRAFFIC SIGNAL CONDUIT & DETECTOR LOOPS, ETC.;
WITHIN LIMITS OF WORK WHETHER THEY ARE SHOWN
ON THESE PLANS OR NOT.
3.AT LEAST TWO WORKING DAYS PRIOR TO STARTING
WORK NOTIFY UNDERGROUND SERVICE ALERT
(1-800-422-4133).
4.INDEMNIFICATION CLAUSE- CONTRACTOR AGREES
THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
THE COURSE OF CONSTRUCTIONS OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
5.ALL WORK AREA AND STREET TRAFFIC CONTROL
SHALL BE PER "MUTCD": (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES), CITY STANDARDS, AND
APPROVED BY CITY TRANSPORTATION DEPT.
6.ALL PAVEMENTS, CURBS, GUTTERS, SIDEWALKS,
DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS
TO BE RECONSTRUCTED SHALL BE RECONSTRUCTED
PER THE CITY OF TEMECULA IMPROVEMENTS
STANDARD.
7.PRIOR TO THE BEGINNING OF ANY EXCAVATION AND
THROUGHOUT THE COURSE OF CONSTRUCTION
WORK THE CONTRACTOR SHALL FULLY COMPLY WITH
THE CALIFORNIA OCCUPATIONAL SAFETY AND
HEALTH ACT OF 1973 INCLUDING ALL REVISIONS AND
AMENDMENTS THERETO.
8.THE CONTRACTOR SHALL HAVE COPIES OF THE
PLANS ON THE PROJECT SITE AND BE FAMILIAR WITH
ALL APPLICABLE STANDARDS AND SPECIFICATIONS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGE TO EXISTING ABOVE OR BELOW GROUND
IMPROVEMENTS, AS A RESULT OF HIS OPERATIONS,
AND SHALL BE RESPONSIBLE FOR REPAIR OR
REPLACEMENT OF SAME TO THE SATISFACTION OF
THE CITY.
10.ALL BACKHOE EXCAVATION SHALL BE SAW CUT TO
FACILITATE REMOVAL BY THE USE OF A POWER
DRIVEN SAW. THE DEPTH OF CUT SHALL BE DEEP
ENOUGH TO PRODUCE A CLEAN STRAIGHT BREAK.
11.TUNNEL ALL CURBS AND GUTTERS AND BORE ALL
DRIVEWAYS AND WALKWAYS. TUNNELED AREAS MAY
REQUIRE 1-SACK SLURRY BACKFILL.
12.EXISTING PORTLAND CEMENT CONCRETE SHALL BE
SAW CUT TO FACILITATE REMOVAL BY THE USE OF A
POWER DRIVEN SAW. THE DEPTH OF CUT SHALL BE
DEEP ENOUGH TO PRODUCE A CLEAN, STRAIGHT
BREAK WITHOUT CRACKING, CHIPPING OR
LOOSENING ADJOINING PCC. THE EXISTING PCC
SHALL BE CUT BEYOND THE CONFIGURATION OF THE
TRENCH OR EXCAVATION AREA AS MAY BE REQUIRED
BY THE PUBLIC WORKS INSPECTOR TO ELIMINATE
SMALL "FLOATING" PIECES OF CONCRETE, SUCH AS
WHERE THE EXISTING PCC IS DAMAGED OR
CRACKED. IN GENERAL, THE REPLACEMENT SHALL BE
TO THE EXTENT THAT THERE ARE NO FLOATING
PIECES OF PCC LEFT REMAINING WHICH ARE
SMALLER THAN 9 SQUARE FEET IN AREA. IN
ADDITION, THE SAW CUT LIMITS SHALL BE LOCATED
NO CLOSER THAN 3 FEET FROM A SCORE LINE OR
COLD JOINT. MIN. PCC REMOVAL IS 25 SQUARE FEET,
SCORE LINE TO SCORE LINE.
13.UNLESS OTHERWISE NOTED: 3" CONDUIT BENDS
SHALL HAVE A RADIUS OF 3', 2" CONDUIT BENDS
SHALL HAVE A RADIUS OF 2'. PLACE 1 SACK SLURRY
MIX AROUND ALL CONDUIT BENDS HAVING A RADIUS
OF LESS THAN 50'.
14.ALL CONDUIT SHALL BE DB 120, UNLESS OTHERWISE
SPECIFIED. ALL SWEEPS TO POLES SHALL BE
SCHEDULE 80.
15.REMOVE AND REPLACE CURB AND GUTTER ABOVE
SWEEPS TO VAULTS IN THE SIDEWALK, OR BORE
UNDER CURB AND GUTTER. JETTING IS NOT
ALLOWED.
16.THE CONTRACTOR SHALL NOTIFY THE APPLICABLE
DEPARTMENTS OF THE CITY AT LEAST TWO DAYS
BEFORE START OF WORK. DURING THE COURSE OF
WORK, THE CONTRACTOR SHALL CALL FOR
INSPECTION OF ALL APPLICABLE WORK. SCHEDULE
A PRE-CON BEFORE START OF WORK.
17.ALL SHRUBS, PLANTS, OR TREES THAT HAVE BEEN
DAMAGED OR DISTURBED DURING THE COURSE OF
THE WORK SHALL BE REPLANTED OR REPLACED SO
AS TO RESTORE THE WORK SITE TO ITS ORIGINAL
CONDITION.
18.DURING THE COURSE OF THE WORK, PEDESTRIAN
AND VEHICULAR ACCESS MUST BE MAINTAINED AT
ALL TIMES.
19.NON-SKID CALTRANS APPROVED STEEL PLATES
SHALL BE RECESSED IN TRENCH CROSSING MAJOR
STREETS (AREA DESIGNATED BY CITY ENGINEER)
AND INSTALLED PER CALTRANS SPECS. PAVEMENT
SHALL BE COLD PLANED TO A DEPTH EQUAL TO THE
THICKNESS OF THE PLATE AND TO A WIDTH AND
LENGTH EQUAL TO THE DIMENSIONS OF THE PLATES.
20.STEEL PLATES USED FOR BRIDGING MUST EXTEND A
MINIMUM OF 12" BEYOND EDGES OF TRENCH.
21.TEMPORARY PAVING WITH COLD MIX SHALL BE USED
TO FEATHER THE EDGES OF THE PLATES TO MINIMIZE
WHEEL IMPACT. CONTRACTOR MAY BE REQUIRED TO
WELD PLATES TOGETHER TO MINIMIZE RATTLING.
CONTRACTOR MAY BE REQUIRED TO SWEEP UP
LOOSE GRAVEL SEVERAL TIMES PER DAY AS DEEMED
NECESSARY BY CITY ENGINEER.
22.BRIDGING SHALL BE SECURED AGAINST
DISPLACEMENT USING ADJUSTABLE CLEATS, SHIMS
OR OTHER DEVICES.
23.RESTORE ALL LANDSCAPING, INCLUDING IRRIGATION
SYSTEM AROUND VAULTS.
24.VAULT SHALL BE INSTALLED WITHIN THE RIGHT-OF
WAY / SIDEWALK.
26.TACK COAT SHALL BE APPLIED OVER ROADWAY
SURFACE PRIOR TO PAVEMENT INSTALLATION. TACK
COAT SHALL BE AR-4000 HOT TACK EMULSIFIED
ASPHALT PER "CAL TRANS" REQUIREMENTS.
27.3/4 SACK CEMENT/SAND SLURRY BACKFILL. ALL
SLURRY BACKFILL WILL REQUIRE 72 HOURS OF CURE
TIME. ALL EXCAVATION AND TRENCHES WILL BE
SECURED WITH STEEL PLATES.
28.PERMANENT PAVING SHALL BE COMPLETED WITHIN
TWO WEEKS AFTER EXCAVATION. TEMPORARY
PAVING USING COLD MIX A.C. IS ACCEPTABLE AFTER
ALLOWING 72 HOURS OF CURE TIME ON SLURRY MIX
BACKFILL.
29.REPLACE ANY EXISTING STRIPING, MARKINGS AND
SURVEY MONUMENTS THAT MAY HAVE BEEN
REMOVED OR DAMAGED.
30.ACCESS SHALL BE PROVIDED TO ALL FIRE
HYDRANTS, VALVES, VAULTS, METERS, AND PULL
BOXES AT ALL TIMES. TRAFFIC SIGNALS, PEDESTRIAN
SIGNALS AND STOP SIGNS SHALL REMAIN
UNOBSTRUCTED AT ALL TIMES.
32.HANDHOLES, VAULT OR SUBSURFACE EQUIPMENT
ENCLOSURES SHALL BE MARKED AS TO OWNERSHIP
TO FACILITATE IDENTIFICATION BY PERSONS
AUTHORIZED BY TO WORK THEREIN AND BY OTHER
PERSONS PERFORMING WORK IN THEIR VICINITY.
33.MANHOLES AND HANDHOLES, WHILE NOT BEING
WORKED IN SHALL BE SECURELY CLOSED BY
COVERS OF SUFFICIENT STRENGTH TO SUSTAIN
SUCH LOADS AS MAY REASONABLY BE IMPOSED
UPON THEM, AND ARRANGEMENT SHALL BE SUCH
THAT A TOOL OR APPLIANCE SHALL BE REQUIRED
FOR THEIR OPENING AND COVER REMOVAL.
37.NO WORK IN ROW AFTER 4PM ON THURSDAYS.
36.NO PLATES ALLOWED AFTER 4PM ON THURSDAYS
DUE TO FARMER'S MARKET. MUST BACKFILL + PLACE
COLD MIX ASPHALT.
35.MAINTAIN 12" CLEARANCE BETWEEN NEW CONDUIT
AND ALL OTHER UTILITES.
34.ALL VAULT AND MANHOLES SHALL CONFORM TO
APPLICABLE AMERICAN ASSOCIATION OF STATE
HIGHWAY OFFICIALS (A.A.S.H.O.) STANDARD
SPECIFICATIONS H20-S16-44 FOR HIGHWAY BRIDGES,
LATEST REVISION, RELATING TO DEAD LOADS LIVE
LOADS, AND IMPACT LOADS. ADDITIONALLY, LOADS
DUE TO A GROUND WATER TABLE OF THREE (3) FEET
FROM FINISHED GRADE AND A SURCHARGE OF (2)
FEET SHALL BE APPLIED IN CALCULATING DESIGN
LOADS.
/
VT
PL
EU
BP
PH
BP
PH
P
M
T
F/H
MH
SL
TS
MTR
2.
SYMBOL/LINETYPE ABBRV. DESCRIPTION
CONCRETE RESURFACE
ASPHALT RESURFACE
PROPOSED TRENCH
PROPOSED BORE
DIRECT BURIED FIBER
POTHOLE ASPHALT
BORE PIT DIRT / ASPHALT
EU EXPOSE UTILITY
VT
R&R
SYMBOL
POLE
PROPOSED VAULT
PLACE (INSTALL NEW)
REMOVE & REPLACE CONC.
ABBRV. DESCRIPTION
UTILITY POLE
MANHOLE
HH HH
VLV
PED
M
HAND HOLE
FIRE HYDRANT
PEDESTAL
VALVE
TRAFFIC SIGNAL
STREET LIGHT
VENT
METER
TREE
ASPHALT TRENCH NOTES:
EXCAVATION DATA:
1.
- CONCRETE STREET/SIDEWALK/ALLEY
- ASPHALT STREET/ALLEY
- DIRT PARKWAY
RESURFACING DATA (LIMITS OF T CUT)
- CONCRETE AREA
- ASPHALT AREA
EX
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
S
PR
O
P
O
S
E
D
W
O
R
K
1. TRENCH WIDTH AND DEPTH (I.E. TRENCH WIDTH
= 12" AND DEPTH TO SUBGRADE = 3'-6").
2. TRENCH BACKFILL AND A/C PAVEMENT
RESURFACING SHALL FOLLOW THE LATEST
VERSION OF LA CITY STANDARD PLAN S-477.2
LEGEND
E
T
G
LINETYPE
SLC
DESCRIPTION
STREET LIGHT CONDUIT
ELECTRIC
TELEPHONE/COMM
GAS
SD
SS
W
TV
FO
CL
STORM DRAIN
SANITARY SEWER
WATER
CATV
FIBER OPTIC
CENTER LINE
LI
N
E
T
Y
P
E
S
TRENCH WIDTH AND LENGTH FOR THE
FOLLOWING:
TRENCHING NOTES:
1.TRENCHING , PAVING AND BACKFILL IN
ASPHALT PAVEMENT TO BE PERFORMED
PER STANDARD PLAN S-477.2
2.CONTRACTORS IS TO IDENTIFY ANY
UNDERGROUND UTILITIES WITHIN THE
VICINITY BEFORE CONSTRUCTION
BEGINS.
3.SEE SUBSTRUCTURE MAP:
DISCLAIMER NOTE:
MAXIMIZE COMMUNICATION GROUP HAS
GENERATED A SITE PLAN WITHOUT USING A
TOPOGRAPHIC SURVEY. PROPERTY LINES,
POWER/TELCO UTILITY POINT OF
CONNECTIONS/ROUTES AND EASEMENT SHOWN
ON THESE PLANS ARE ESTIMATED.
THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THE
PLANS WERE MADE BY SEARCHING AVAILABLE
EXISTING RECORDS. HOWEVER, NO GUARANTEE IS
MADE THAT SUBSTRUCTURES OR THEIR LOCATIONS
ARE EXACT. THE CONTRACTOR SHALL TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ALL
UTILITY LINES INCLUDING THOSE NOT SHOWN OR
NOT ON RECORD BY CALLING DIG ALERT 48 HOURS
BEFORE EXCAVATING. CONTRACTOR SHALL EXPOSE
AND POT HOLE (HAND DIG) ALL EXISTING UTILITIES
WITHIN CONSTRUCTION ZONE.
CONSTRUCTION WARNING:
Know what's below.
Call before you dig.
SI5&
200 SPECTRUM CENTER DR.
SUITE 1800
IRVINE, CA 92618
SITE NO.:
SITE NAME & ADDRESS:
HBLUFX38-TEM
29640 SOLANA WAY,
TEMECULA, CA 92591
ENGINEERING GROUP
Strive for Perfection, Settle for Excellence
SM
325 W Hospitality Ln
Suite 206
San Bernardino, CA
92408
(909) 532-1497 Phone
(909) 435-0392 Fax
www.maxeng1.com
Copyright 2007 by Maximize Communication Group, Inc.c
DHS108009CA-HBLUFX38-TEM
CROWN CASTLE FIBER LLC
DHS108009CA-HBLUFX38-TEM
29640 SOLANA WAY,
TEMECULA, CA 92591
M
A
R
G
A
R
I
T
A
R
D
.
VIA
L
A
V
I
D
A
SOL
A
N
A
W
A
Y
LD23 - 1499
SDSDSDSDSDSDSDSDSDSDSDSD
SSSSSSSSSSSSSSSSSSSSSSSS
WWWWWWWWWWWW
W
W
W
W
HHHH
M
HH
01
+
0
0
00
+
0
0
01
+
0
0
02
+
0
0
00+00
01+00
00
+
8
8
C-1200 SPECTRUM CENTER DR.
SUITE 1800
IRVINE, CA 92618
SITE NO.:
SITE NAME & ADDRESS:
HBLUFX38-TEM
29640 SOLANA WAY,
TEMECULA, CA 92591
ENGINEERING GROUP
Strive for Perfection, Settle for Excellence
SM
325 W Hospitality Ln
Suite 206
San Bernardino, CA
92408
(909) 532-1497 Phone
(909) 435-0392 Fax
www.maxeng1.com
Copyright 2007 by Maximize Communication Group, Inc.c
DHS108009CA-HBLUFX38-TEM
20'10'0"20'
24"x36" SCALE: 1" = 20'-0"
11"x17" SCALE: 1" = 40'-0"
NE
N
E
SE
SWW
NW
S
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS BUREAU OF ENGINEERING
1-800-422-4133 AT LEAST
TWO (2) DAYS BEFORE YOU
DIG UNDERGROUND ALERT
OF SOUTHERN CALIFORNIA
TICKET #________________
TOTAL LINEAR
FOOTAGE: 9'
1 PL. 9' (1)-2" DUCT
LD23 - 1499
D-1200 SPECTRUM CENTER DR.
SUITE 1800
IRVINE, CA 92618
SITE NO.:
SITE NAME & ADDRESS:
HBLUFX38-TEM
29640 SOLANA WAY,
TEMECULA, CA 92591
ENGINEERING GROUP
Strive for Perfection, Settle for Excellence
SM
325 W Hospitality Ln
Suite 206
San Bernardino, CA
92408
(909) 532-1497 Phone
(909) 435-0392 Fax
www.maxeng1.com
Copyright 2007 by Maximize Communication Group, Inc.c
DHS108009CA-HBLUFX38-TEM
NOT USED
24"x36" SCALE: NTS
11"x17" SCALE: NTS
24"x36" SCALE: NTS
11"x17" SCALE: NTS
24"x36" SCALE: NTS
11"x17" SCALE: NTS LONGITUDINAL TRENCH IN PAVEMENT
30"
30"x48"x18" VAULT DETAIL (N.T.S.)
18"
48"
LIFT PIN (2X)
BOLTDOWN (4X)STD. MARKING
ARMORCAST LOGO
NON-SKID SURFACE
POLYMER CONCRETE
COVER
OPENBASE
POLYMER CONCRETE
BOX
NOT USE
3" MIN. COLD MILL AND AC
OR PCC OVERLAY TO MATCH
BACKFILL AC OR PCC
MATCH EXISTING
EXISTING
AC OR PCC
PAVEMENT
EXISTING
AC OR PCC
PAVEMENT
FG
SAND
3" MIN. COLD MILL AND AC
OR PCC OVERLAY ENTIRE
WIDTH OF TRAFFIC LANE
SLURRY CEMENT
BACKFILL
TRENCH CAP MATCH EXISTING
PAVEMENT MATERIAL & DEPTH
SAND
FG
FG OR OG
EXISTING AC OR
PCC PAVEMENT
SHOULDER
BACKING
EXISTING AC OR
PCC TRAFFIC LANE
(PCC OR ASPHALT)(PCC OR ASPHALT)
NOTES: D - DEPTH OF COVER
AS IDENTIFIED &
APPROVED BASED
ON SUBMITTED PLANS.
FG - FINISH GRADED
OG - ORIGINAL GROUND
MATCH EXISTING
AGGREGATE BASE
24"x36" SCALE: NTS
11"x17" SCALE: NTSTRENCH IN PAVEMENT24"x36" SCALE: NTS
11"x17" SCALE: NTS
24"x36" SCALE: NTS
11"x17" SCALE: NTS
24"x36" SCALE: NTS
11"x17" SCALE: NTS
24"x36" SCALE: NTS
11"x17" SCALE: NTS
NOT USE
HANDHOLE DETAIL
NOT USE
NOT USE
NOT USE 5
46
78
1
2
3
TRACER WIRE
2x1.25" ID
1x7-WAY MICRODUCT
1X2" CONDUIT1.25"1.25"
TRACER WIRE
2x1.25" ID
1x7-WAY MICRODUCT
1X2" CONDUIT1.25"1.25"
LD23 - 1499
N-1200 SPECTRUM CENTER DR.
SUITE 1800
IRVINE, CA 92618
SITE NO.:
SITE NAME & ADDRESS:
HBLUFX38-TEM
29640 SOLANA WAY,
TEMECULA, CA 92591
ENGINEERING GROUP
Strive for Perfection, Settle for Excellence
SM
325 W Hospitality Ln
Suite 206
San Bernardino, CA
92408
(909) 532-1497 Phone
(909) 435-0392 Fax
www.maxeng1.com
Copyright 2007 by Maximize Communication Group, Inc.c
DHS108009CA-HBLUFX38-TEM
N-1
·
’
·
“–
”
·
·
’
·
·
·
·
·
·
·
·
·
·
·
·
’
’’ ’ ’
·”
·
’
·
LD23 - 1499