HomeMy WebLinkAboutLD23-1123Permit Number: LD23-1123
LD - Utilities/ Excavation - Parallel
Issued: 07/05/2023
Expired: 01/16/2024
Job Address: 42050 Dlr Dr
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
Charter Spectrum
(Utility Billing)
(951) 547-3816
Applicant:
Hhs Construction, Llc
2042 S Grove Avenue
Ontario, CA 91761
(909) 393-3322
Contractor:
Utility Work Order Number: 3864454
Description:
Charter 3864454
WORK HOURS SHALL BE MONDAY – FRIDAY, NO HOLIDAYS, 8:30am - 3:30pm
Location: DLR and Ynez Rd
Proposed work:
Bore to place new 3'' conduit and catv vault as shown on Charter Spectrum plan "CONSTRUCTION DESIGN
42050 DLR DR, LD23-1123"
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD23-1123
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: LD23-1123
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: LD23-1123
LD - Utilities/ Excavation - Parallel
City Engineer or Authorized Representative Date
07/05/2023
Page 3 of 3
CONSTRUCTION TOTALS
(TOTAL AMOUNTS OF ENTIRE ROUTE)
PRISM#: 3864454
JOB NOTES:
1.The existence and location of any
underground utility pipes or structures
was obtained by a search of the available
records and field conditions. Additional
underground facilities may exist, or the
location of the facilities may differ from
the locations shown on these plans. The
contractor shall, at his own expense,
determine the exact location of all such
underground facilities prior to
commencement of any work or any
action which may damage such facilities
or interfere with their continuous and
proper operation.
2.All plans must be checked and approved
by the governmental agency, or agencies,
having jurisdiction over the roadways
shown on this plan being put into effect.
All plans are intended to conform to the
Manual on Uniform Traffic Control
Devices. The customer/contractor is
responsible for ascertaining addition
agency requirements for work hours
allowed, noise abatement, and other
rules and regulations.
3.The temporary traffic controls must be
installed per the agency approved plan to
be effective. Field changes, other than
minor adjustment, must be authorized in
writing be a representative of the
governmental agency, or agencies,
having jurisdiction over the roadway.
4.Plan implementation and device
placement should be performed by
experienced and trained personnel.
5.Temporary traffic control must be
monitored and maintained by the
customer/contractor to remain effective.
Monitoring and maintenance frequency
is dictated by field conditions, but not
less than daily.
6.Optimum Inc. has no control over, or
responsibility for traffic control plan
implementation and inspections
performed by others. Users agree to
indemnify Optimum Inc. for claims
made regarding failure to install,
maintain or remove controls per
approved traffic control plans.
VICINITY MAP
PTIMUM, INC.
GENERAL ENGINEERING CONTRACTORS
OFFICE: (909) 990-0767
CSLB#: 817291 | CLASS: C-7 A C31
17890 VALLEY BLVD BLOOMINGTON CA
CONST. COVER
SHEET 1 OF 2
7337 CENTRAL AVE RIVERSIDE CA.92504
OFFICE: (833) 267-6097
42050 DIR DR
TEMECULA
-
JESUS SAMANIEGO
HHS
09-19-2022
PENDING
JUAN HERNANDEZ
CITY OF
TEMECULA
PO#:
PRISM#:
CHARTER
PUBLIC WORKS DEPARTMENT
TP TELEPHONE PEDESTAL
T TELEPHONE VAULT
EV ELECTRIC VAULT
CATV VAULT
IV IRRIGATION VAULT
UTILITY POLE
FIRE HYDRANT
UNDERGROUND VALVE
MAN HOLE
F
M
SL STREET LIGHT VAULT
TS TRAFFIC SIGNAL VAULT
WV WATER VAULT
CATV PEDESTALABOVE GROUND VALVE
GV GAS VAULT
FO FIBER OPTIC VAULT
CV COMMUNICATIONS VAULT
ELECTRIC LINEE GAS LINEG
TELEPHONE LINET
WATER LINEW
CATV LINETV
TRAFFIC SIGNAL LINETS
SEWER LINES
STORM DRAIN LINESD
FIBER OPTIC LINEFO
PETROLUEM LINEP
STREET LIGHTSSL
INDUSTRIAL WASTEIW
OIL LINEO
FUEL LINEF
RECLAIMED WATERRC
T
PROPOSED CONSTRUCTION
PROPOSED HDD BORE / CONDUIT INSTALLATION
PROPOSED TRENCH / CONDUIT INSTALLATION
PROPOSED POTHOLE (2'x2')
PROPOSED EXIT / MISSILE BORE PIT (2'x4')
PROPOSED BORE PIT (3'x6')
CATV PROPOSED NEW CATV VAULT (2'x3')
UTILITY / LINE LEGENDEXISTING OBJECTS
CF
EOP EDGE OF PAVEMENT
CURB FACE
RIGHT OF WAY (CITY)
CENTERLINE (C/L)
N
DESIGN ORIENTATIONREVISIONS
REV#DATE DESCRIPTION
36" L
E
N
G
T
H
24"
W
I
D
T
H
18
"
H
E
I
G
H
T
3" CONDUIT
36
"
T
Y
P
.
CO
N
D
U
I
T
D
E
P
T
H
18
"
D
E
P
T
H
EXISTING GRADE OR
SURFACE OF CONCRETE
MOUNT FLUSH
WITH GRADE
6" ROCK BASE
(3/4" GRAVEL)
36" L
E
N
G
T
H
18
"
W
I
D
T
H
20
"
H
E
I
G
H
T
CO
V
E
R
18
"
H
E
I
G
H
T
BA
S
E
21
"
A
B
O
V
E
GR
A
D
E
COVER
3" CONDUIT
36
"
T
Y
P
.
CO
N
D
U
I
T
D
E
P
T
H
EXISTING GRADE OR
SURFACE OF CONCRETE
17
"
D
E
P
T
H
BASE 6" ROCK BASE
(3/4" GRAVEL)
Ø 2.
8
6
4
"
Ø 3.164"
0.
3
0
0
"
TYPICAL CATV 2'x3' VAULT DETAIL TYPICAL CATV PEDESTAL DETAIL
CONDUIT DETAIL
6'
3'2'
4'
3" HDPE
MIN. 36"
EXIST. GRADESEND
BORE PIT
RECEIVE
BORE PIT
3" CONDUIT
FIBER OPTIC
CABLE
TRACER WIRE
3" HDPE
FIBER
OPTIC CABLE
3/8" TRACER WIRE
3" CONDUIT 3" CONDUIT
TYPICAL DIRECTIONAL BORE DETAIL TRACER WIRE DETAIL INTERDUCT DETAIL
EXISTING GRADE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
36" - 48" COVER
C/
L
O
F
S
T
R
E
E
T
12" CLEARANCE
PLACE 1-3"
CONDUIT AT
36" - 48" DEPTH
EXISTING UTILITIES
(NOTE: DEPTH MAY
VARY FOR
DIFFERENT
UTILITIES)
TYPICAL UTILITY CLEARANCE
(PROTECT IN PLACE AT ALL EX. UTILITY CROSSINGS)
N.T.S.
WORK DURATION:
·2 DAYS FOR EXCAVATION / BORE / TRENCH
WORK
·2 DAY FOR RESTORATION
·1 DAY TO PULL CABLE
·5 DAYS OF TRAFFIC CONTROL SET UP
·TOTAL # OF WORK DAYS: 5
SCOPE OF WORK:
·BORE / TRENCH TO INSTALL
CONDUITS FOR CHARTER SPECTRUM
(314').
·SET NEW CHARTER VAULTS (1).
·POTHOLE TO EXPOSE EXISTING
UTILITIES (4).
·REMOVE & REPLACE CONCRETE
SIDEWALK PANEL (~ 80 sq.ft).
S/W
D/W
PH
R/W
EX
C/L
EOP
CF
ABBREVIATIONS
V
PED
·
·
·
·
·
·
6" MIN.PIPE
O.D.6" MIN.
6"
VARIES
42" MIN. COVER OVER PIPE
8" DIA. OR SMALLER
SAWCUT
T+1
1'-0"1'-0"
5'-0"
12" MAX.12" MAX.
48" MIN COVER OVER PIPE
12" DIA. OR LARGER
NOTE:
"T" IS THE
THICKNESS OF
EXISTING A.C.
PAVEMENT.
CONSTRUCT A.C.(AR4000-C-2)
12" MIN. CLASS 2 AGG BASE MATCH
EXISTING. COMPACT TO 95%
FINISHED GRADE
0.15 COLDMILL AND OVERLAY
WITH AC (AR4000-C-2)
SAWCUT
BALANCE OF TRENCH TO BE
BACKFILLED WITH MATERIALS
FROM EXCAVATION FREE OF
ROCKS LARGER THAN 6", IN
LAYERS NOT EXCEEDING 2'
IN DEPTH OR AS SPECIFIED.
COMPACT TO 90%
APPROVED GRANULAR BACKFILL
TO 12" OVER TOP OF PIPE WITH
SELECTED GRANULAR MATERIAL
WITH A SAN EQUIVALENT OF 30
PER SPECIFICATION.
12"
3'
TYPICAL TRENCH RESTORATION
ASPHALT
BACKFILLED WITH
NATIVE SOIL TO
90% COMPACTION
PIPE
O.D.
36" MIN.
COVER
FINISHED GRADE
6"
6" MIN.
4' TOTAL
TRENCH
DEPTH
12" MAX.
6" MIN.
12" MAX.
2"-3"
SCH 40 PVC
TYPICAL TRENCH RESTORATION
DIRT / PARKWAY
4501319683
3864454
STANDARD NO 117:
–
➢
➢
➢
➢
➢
➢
➢
➢
UTILITY PLAN GENERAL NOTES:
WORK HOURS
SUNDA< THURSDA<
NO HOLIDA<S
:00SP :00DP
EXCAVATION AREA
314'
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
tricia.ortega 05/15/2023
05/15/2023 05/15/2023
05/15/20
ELECTRIC LINEE GAS LINEG
TELEPHONE LINET
WATER LINEW
CATV LINETV
TRAFFIC SIGNAL LINETS
SEWER LINES
STORM DRAIN LINESD
FIBER OPTIC LINEFO
PETROLUEM LINEP
STREET LIGHTSSL
INDUSTRIAL WASTEIW
OIL LINEO
FUEL LINEF
RECLAIMED WATERRC
PROPOSED CONSTRUCTION
PROPOSED HDD BORE / CONDUIT INSTALLATION
PROPOSED TRENCH / CONDUIT INSTALLATION
PROPOSED POTHOLE (2'x2')
PROPOSED EXIT / MISSILE BORE PIT (2'x4')
PROPOSED BORE PIT (3'x6')
CATV PROPOSED NEW CATV VAULT (2'x3')
UTILITY / LINE LEGEND
CF
EOP EDGE OF PAVEMENT
CURB FACE
RIGHT OF WAY (CITY)
CENTERLINE (C/L)
N
DESIGN ORIENTATIONREVISIONS
REV#DATE DESCRIPTION
00 40'80'
#-C
#-A
#-D
_____ IN CONCRETE
_____ IN ASPHALT
_____ IN DIRT/GREENBELT
CALLOUT ABBREVIATIONS
TREN (TRENCH TO INSTALL 3" UG CONDUIT)
BORE (BORE TO INSTALL 3" UG CONDUIT)
BP (BORE PIT 3'x6')
MBP (MISSILE BORE PIT 2'x4')
PH (POTHOLE 2'x2')
V (CATV VAULT) | P (CATV PEDESTAL)
R&R (REMOVE & REPLACE)
##'
##-
CALLOUT DETAILS
XX-X
##'
CONSTRUCTION TOTALS
(TOTAL AMOUNTS FOR PAGE 2 OF 2)
CONSTRUCTION
SHEET 2 OF 2
JOB NOTES:
1.The existence and location of any
underground utility pipes or structures
was obtained by a search of the available
records and field conditions. Additional
underground facilities may exist, or the
location of the facilities may differ from
the locations shown on these plans. The
contractor shall, at his own expense,
determine the exact location of all such
underground facilities prior to
commencement of any work or any
action which may damage such facilities
or interfere with their continuous and
proper operation.
2.All plans must be checked and approved
by the governmental agency, or agencies,
having jurisdiction over the roadways
shown on this plan being put into effect.
All plans are intended to conform to the
Manual on Uniform Traffic Control
Devices. The customer/contractor is
responsible for ascertaining addition
agency requirements for work hours
allowed, noise abatement, and other
rules and regulations.
3.The temporary traffic controls must be
installed per the agency approved plan to
be effective. Field changes, other than
minor adjustment, must be authorized in
writing be a representative of the
governmental agency, or agencies,
having jurisdiction over the roadway.
4.Plan implementation and device
placement should be performed by
experienced and trained personnel.
5.Temporary traffic control must be
monitored and maintained by the
customer/contractor to remain effective.
Monitoring and maintenance frequency
is dictated by field conditions, but not
less than daily.
6.Optimum Inc. has no control over, or
responsibility for traffic control plan
implementation and inspections
performed by others. Users agree to
indemnify Optimum Inc. for claims
made regarding failure to install,
maintain or remove controls per
approved traffic control plans.
TP TELEPHONE PEDESTAL
T TELEPHONE VAULT
EV ELECTRIC VAULT
CATV VAULT
IV IRRIGATION VAULT
UTILITY POLE
FIRE HYDRANT
UNDERGROUND VALVE
MAN HOLE
F
M
SL STREET LIGHT VAULT
TS TRAFFIC SIGNAL VAULT
WV WATER VAULT
CATV PEDESTALABOVE GROUND VALVE
GV GAS VAULT
FO FIBER OPTIC VAULT
CV COMMUNICATIONS VAULT
T
EXISTING OBJECTS
S/W
D/W
PH
R/W
EX
C/L
EOP
CF
ABBREVIATIONS
V
PED
·
·
·
·
·
·
56'
CF
CF
CF
CF
CF
CF
CF
CF
CF
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
CF
CF
CF
CF
CF
CF
CF
CF
CF
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
C
F
C
F
C
F
C
F
C
F
E
O
P
E
O
P
CF
EOP
EO
P
E
O
P
C
F
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
110'
78'
11'
11'
134'
12'
12'
Y
N
E
Z
R
D
DIR D
R
V
V
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
E
SCE
T
T
T
T
T
T
T
T
SL
E
E
E
F
3'x6'
BP-D
3'x6'
BP-C
3'x6'
BP-C
2'x2'
PH-D
2'x3'
V2-D-
30 sq.ft
R&R-C
30 sq.ft
R&R-C
EX.CATV VAULT1 | 3"
10'
BORE
1 | 3"
250'
BORE
1 | 3"
40'
BORE
1 | 3"
14'
BORE
W
W
W
2'x2'
PH-D
2'x2'
PH-C
20 sq.ft
R&R-C
10 sq.ft
R&R-C
1+0
0
0
+
0
0
2+00
3+00
4+00
1
+
0
0
1
+
0
0
PRISM#: 3864454
PTIMUM, INC.
GENERAL ENGINEERING CONTRACTORS
OFFICE: (909) 990-0767
CSLB#: 817291 | CLASS: C-7 A C31
17890 VALLEY BLVD BLOOMINGTON CA
7337 CENTRAL AVE RIVERSIDE CA.92504
OFFICE: (833) 267-6097
42050 DIR DR
TEMECULA
-
JESUS SAMANIEGO
HHS
09-19-2022
PENDING
JUAN HERNANDEZ
CITY OF
TEMECULA
PO#:
PRISM#:
CHARTER
PUBLIC WORKS DEPARTMENT
4501319683
3864454
GRE
E
N
B
E
L
T
SIDEW
A
L
K
SIDEW
A
L
K
SIDE
W
A
L
K
GREE
N
B
E
L
T
GREE
N
B
E
L
T
SIDEW
A
L
K
SIDE
W
A
L
K
G
R
E
E
N
B
E
L
T
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
WORK HOURS
SU1'$< 7HURS'$<
1O HO/,'$<S
SP DP
VICINITY MAP
EXCAVATION AREA
314'
BEHIND SIDEWALK
LD23-1123
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
tricia.ortega 03/13/2023
03/13/2023 03/13/2023
03/13/20
N
DESIGN ORIENTATION
PRISM#: 3864454
42050 DIR DR
TEMECULA
-
JESUS SAMANIEGO
HHS
03-29-2023
PENDING
JUAN HERNANDEZ
CITY OF
TEMECULA
PO#:
PRISM#:
PUBLIC WORKS DEPARTMENT
4501319683
3864454
EXCAVATION AREA
314'
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL
FOR
TRAFFIC CONTROL PLANS
MAZDA OF TEMECULA CABLE INSTALLATION
DIR DR
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
USGaWHG TUaIILF CRQWURl NRWHV WR UHY -AJP AJP 12612
TRAFFIC CONTROL GENERAL NOTES (REV'D. 08/26/20):
1.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(CALIFORNIA MUTCD) AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
2.THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY.
3.ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE.
4.WORK HOURS SHALL BE RESTRICTED TO THE PERIOD BETWEEN 8:30 A.M. AND 3:30 P.M., MONDAY THROUGH FRIDAY, UNLESS APPROVED
OTHERWISE. WHEN NIGHT WORK IS REQUIRED, WORK HOURS SHALL BE 9 P.M. TO 5 A.M., SUNDAY THROUGH THURSDAY.
5.TRENCHES MUST BE BACK FILLED OR PLATED DURING NON-WORKING HOURS. STEEL PLATES SHALL HAVE ASPHALTIC CONCRETE BERM ON ALL
EDGES. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM 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.
7337 CENTRAL AVE RIVERSIDE CA.92504
OFFICE: (833) 267-6097
CHARTER PTIMUM, INC.
GENERAL ENGINEERING CONTRACTORS
OFFICE: (909) 990-0767
CSLB#: 817291 | CLASS: C-7 A C31
17890 VALLEY BLVD BLOOMINGTON CA
1
3
HHS
OFFICE: (909) 721-3785
CSLB#: 818906 | CLASS: A C31 C10 B C-7
2042 S. GROVE AVE, ONTARIO CA 91761
UTILITY COMPANY:
PROPOSED SIGNS: TCP-1
NO
TURN
ON RED
R10-11
AHEAD
W20-5
CLOSED
RIGHT
OR
CENTER
OR C20B(CA)
NO. OF LANES
LEFT LANE
INTERCHANGEABLE WITH
C20(CA)
W4-2R
RIGHT LANE
MUST
TURN RIGHT
END
ROAD WORK
G20-2
ROAD
AHEAD
W20-1
WORK
LANE
CLOSED
C30(CA)
R3-7
4 1 1 1
1
1 1
W11-1
SHARE
THE
ROAD
W16-1
1 1
BIKE
1
PROPOSED SIGNS: TCP-2
ROAD
AHEAD
W20-1
WORK
4
SHOULDER
CLOSED
C30A(CA)
2
END
ROAD WORK
G20-2
4
EXISTING NO TURN LANE
TRAFFIC CONE
FLASHING ARROW SIGN (FAS)
EXISTING TURN ONLY LANE
BARRICADE
WORK ZONE
TRAFFIC SIGNAL
HIGH LEVEL WARNING DEVICE
(WITH CALTRANS MUTCD CODE)
SIGN (WITH CALTRANS CODE)
TRAFFIC FLOW DIRECTION
FLAGGER
S
DETAIL SHEET LEGEND
CONE SPACING - 25' MAXIMUM
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
FLASHING ARROW SIGN TRAILER (TYP.)
(FAS)
MISCELLANEOUS DEVICES
WORK HOURS
SU1'$< 7HURS'$<
1O HO/,'$<S
SP DP
AREA MAP:
2647
NARROW
ROAD
W5-1
NARROW
LANE
C12(CA)
W11-1
SHARE
THE
ROAD
W16-1
1
1
BIKE
LANE
CLOSED
C30(BIKE)
1
R3-4
2
6/16/2023 awa7537
6/21/23
06/21/23
N
DESIGN ORIENTATION
PROPOSED TCP PRISM#: 3864454
42050 DIR DR
TEMECULA
-
JESUS SAMANIEGO
HHS
03-29-2023
PENDING
JUAN HERNANDEZ
CITY OF
TEMECULA
PO#:
PRISM#:
PUBLIC WORKS DEPARTMENT
4501319683
3864454
PROPOSED SIGNS
NO
TURN
ON RED
R10-11
AHEAD
W20-5
CLOSED
RIGHT
OR
CENTER
OR C20B(CA)
NO. OF LANES
LEFT LANE
INTERCHANGEABLE WITH
C20(CA)
W4-2R
RIGHT LANE
MUST
TURN RIGHT
END
ROAD WORK
G20-2
ROAD
AHEAD
W20-1
WORK
LANE
CLOSED
C30(CA)
R3-7
1 1 0 1
1
1 1
W11-1
SHARE
THE
ROAD
W16-1P
1 1
1
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL
FOR
TRAFFIC CONTROL PLANS
MAZDA OF TEMECULA CABLE INSTALLATION
DIR DR
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
USGaWHG TUaIILF CRQWURl NRWHV WR UHY -AJP AJP 1/26/12
7337 CENTRAL AVE RIVERSIDE CA.92504
OFFICE: (833) 267-6097
CHARTER PTIMUM, INC.
GENERAL ENGINEERING CONTRACTORS
OFFICE: (909) 990-0767
CSLB#: 817291 | CLASS: C-7 A C31
17890 VALLEY BLVD BLOOMINGTON CA
2
3
HHS
OFFICE: (909) 721-3785
CSLB#: 818906 | CLASS: A C31 C10 B C-7
2042 S. GROVE AVE, ONTARIO CA 91761
UTILITY COMPANY:
350' SIGN
SPACING
350' SIGN
SPACING
350' SIGN
SPACING
100'
MIN. GAP
100'
TURN
POCKET
30'
WORK
AREA
540'
MERGING TAPER
C
U
R
B
O
R
E
.
P
.
C
U
R
B
O
R
E
.
P
.
DOWN
STREAM
50' MIN./
100'. MAX
350' SIGN
SPACING
110'
55'
55'
22'
10'
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
N.T.S.
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
AREA MAP:
EXCAVATION AREA
20'
E
N
D
R
O
A
D
W
O
R
K
G
2
0
-
2
R
O
A
D
A
H
E
A
D
W
2
0
-
1
W
O
R
K
END
ROA
D
W
O
R
K
G20-
2
R
O
A
D
A
H
E
A
D
W
2
0
-
1
W
O
R
K
E
N
D
R
O
A
D
W
O
R
K
G
2
0
-
2
R
O
A
D
A
H
E
A
D
W
2
0
-
1
W
O
R
K
S
H
A
R
E
T
H
E
R
O
A
D
W
1
6
-
1
P
W
4
-
2
R
W
1
1
-
1
R
I
G
H
T
L
A
N
E
M
U
S
T
T
U
R
N
R
I
G
H
T
R
3
-
7
E
N
D
R
O
A
D
W
O
R
K
G
2
0
-
2
R
O
A
D
A
H
E
A
D
W
2
0
-
1
W
O
R
K
WORK HOURS
SU1D$< THURSD$<
1O HO/,D$<S
SP DP
2647
350' SIGN
SPACING
180'
BIKE
TAPER
A
H
E
A
D
C
L
O
S
E
D
L
A
N
E
A
H
E
A
D
C
L
O
S
E
D
L
A
N
E
1
B
I
K
E
C
2
0
(
B
I
K
E
)
350' SIGN
SPACING BIKE
LANE
CLOSED
C30(BIKE)
1
B
I
K
E
L
A
N
E
C
L
O
S
E
D
C
3
0
(
B
I
K
E
)
A
H
E
A
D
C
L
O
S
E
D
L
A
N
E
1
A
H
E
A
D
C
L
O
S
E
D
L
A
N
E
1
R
I
G
H
T
C
2
0
(
R
T
)
BIKE
R3-4
2
R
3
-
4
R
3
-
4
6/16/2023 awa7557
6/21/23
06/21/23
N
DESIGN ORIENTATION
PROPOSED TCP PRISM#: 3864454
42050 DIR DR
TEMECULA
-
JESUS SAMANIEGO
HHS
03-29-2023
PENDING
JUAN HERNANDEZ
CITY OF
TEMECULA
PO#:
PRISM#:
PUBLIC WORKS DEPARTMENT
4501319683
3864454
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL
FOR
TRAFFIC CONTROL PLANS
MAZDA OF TEMECULA CABLE INSTALLATION
DIR DR
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
USGaWHG TUaIILF CRQWURl NRWHV WR UHY -AJP AJP 1/26/12
7337 CENTRAL AVE RIVERSIDE CA.92504
OFFICE: (833) 267-6097
CHARTER PTIMUM, INC.
GENERAL ENGINEERING CONTRACTORS
OFFICE: (909) 990-0767
CSLB#: 817291 | CLASS: C-7 A C31
17890 VALLEY BLVD BLOOMINGTON CA
3
3
HHS
OFFICE: (909) 721-3785
CSLB#: 818906 | CLASS: A C31 C10 B C-7
2042 S. GROVE AVE, ONTARIO CA 91761
UTILITY COMPANY:
EXCAVATION AREA
294'
N.T.S.
PROPOSED SIGNS
ROAD
AHEAD
W20-1
WORK END
ROAD WORK
G20-2
SHOULDER
CLOSED
C30A(CA)
4 2 4
110'
55'
55'
Y
N
E
Z
R
D
4
5
M
P
H
Y
N
E
Z
R
D
4
5
M
P
H
22'
12'
22'
10'DOWN STREAM
TAPER
50' MIN./
100' MAX
250'
WORK AREA
200'
BUFFER
60'
SHOULDER
TAPER
250'
SIGN
SPACING
12'
SHOULDER
C30A(CA)
CLOSED
E
N
D
R
O
A
D
W
O
R
K
G
2
0
-
2
E
N
D
R
O
A
D
W
O
R
K
G
2
0
-
2
END
ROA
D
W
O
R
K
G20-
2
END
ROAD WORK
G20-2
ROAD
AHEAD
W20-1
WORK
R
O
A
D
A
H
E
A
D
W
2
0
-
1
W
O
R
K
R
O
A
D
A
H
E
A
D
W
2
0
-
1
W
O
R
K
R
O
A
D
A
H
E
A
D
W
2
0
-
1
W
O
R
K
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
AREA MAP:
WORK HOURS
SU1D$< THURSD$<
1O HO/,D$<S
SP DP
50'
MIN.
250'
SIGN
SPACING
250'
SIGN
SPACING
NARROW
LANE
C12(CA)
NARROW
ROAD
W5-1
NARROW
C12(CA)
LANE
W5-1
NARROW
ROAD
W11-1
SHARE
THE
ROAD
W16-1P
1 1
SHARE
THE
ROAD
W16-1P
W11-1
26476/16/2023 awa7537
6/21/23
06/21/23