HomeMy WebLinkAboutLD23-2856Permit Number: LD23-2856
LD - Utilities/ Excavation - Parallel
Issued: 09/05/2023
Expired: 03/26/2024
Job Address: 28790 Las Haciendas 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
Spectrum/ Charter Communications
7337 Central Ave
Riverside, CA 92504
(951) 406-1689
Applicant:
Hhs Communications, Inc.
2042 S Grove Ave
Ontario, CA 91761
(909) 230-5170
Contractor:
Utility Work Order Number: 4519286
Description:
Charter 4519286 - Las Haciendas
WORK HOURS SHALL BE SUNDAY – THURSDAY, NO HOLIDAYS, 9:00pm – 5:00am
Location: 28790 Las Haciendas
Proposed work:
Bore 1,315' to place three (3) new CATV vaults behind concrete sidewalk in grass/dirt per Charter Spectrum
plans "CONSTRUCTION DESIGN, LD23-2856".
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD23-2856
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: LD23-2856
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: LD23-2856
LD - Utilities/ Excavation - Parallel
City Engineer or Authorized Representative Date
09/05/2023
Page 3 of 3
LD23-2856
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
david.pina 06/30/2023
06/30/2023 06/30/2023
06/30/20
CONSTRUCTION TOTALS
(TOTAL AMOUNTS OF ENTIRE ROUTE)
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.
CONST. COVER
SHEET 1 OF 2
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
.
1
6
4
"
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.
SCOPE OF WORK:
·BORE / TRENCH TO INSTALL CONDUITS FOR CHARTER SPECTRUM (1,315').
·SET NEW CHARTER VAULTS (3).
·POTHOLE TO EXPOSE EXISTING UTILITIES ().
·REMOVE & REPLACE ASPHALT (~ 24sq.ft).
·REMOVE & REPLACE CONCRETE SIDEWALK PANEL (~55 sq.ft).
S/W
D/W
PH
R/W
EX
C/L
EOP
CF
ABBREVIATIONS
V
PED
·
·
·
·
·
·
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
28790 LAS HACIENDAS ST
TEMECULA
-
JESUS SAMANIEGO
JOHN GRIFFIN
04-11-2023
PENDING
JUAN HERNANDEZ
CITY OF
TEMECULA
PO#:
PRISM#:
CHARTER
PUBLIC WORKS DEPARTMENT
4501602429
4519286
STANDARD NO 117:
PRISM#: 4519286
–
➢
➢
➢
➢
➢
➢
➢
➢
UTILITY PLAN GENERAL NOTES:
AREA MAP:
EXCAVATION AREA
1,315'
WORK DURATION:
·4 DAYS FOR EXCAVATION / BORE / TRENCH
WORK
·2 DAY FOR RESTORATION
·1 DAY TO PULL CABLE
·7 DAYS OF TRAFFIC CONTROL SET UP
·TOTAL # OF WORK DAYS: 7
PIPE AND WIRE TRENCHING:
LD23-2856
LD23-2856
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
david.pina 06/30/2023
06/30/2023 06/30/2023
06/30/20
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 ORIENTATION
REVISIONS
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
·
·
·
·
·
·
30'
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
28790 LAS HACIENDAS ST
TEMECULA
-
JESUS SAMANIEGO
JOHN GRIFFIN
04-11-2023
PENDING
JUAN HERNANDEZ
CITY OF
TEMECULA
PO#:
PRISM#:
CHARTER
PUBLIC WORKS DEPARTMENT
4501602429
4519286
PRISM#: 4519286
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
48'
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EO
P
EO
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
76'
14'
V
V
V
2'x3'
EX.V1-D
2'x3'
V3-D
V
1 | 3"
360'
BORE
BP TO V2
1 | 3"
445'
BORE
V2 TO V3
1 | 3"
340'
BORE
V3 TO V4
2'x3'
V2-D
2'x3'
V4-D
J
E
F
F
E
R
S
O
N
A
V
E
LAS
H
A
C
I
E
N
D
A
S
S
T
VIA
M
O
N
T
E
Z
U
M
A
0
+
0
0
1
+
0
0
1
+
0
0
1+0
0
2+0
0
3+0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
1 | 3"
10'
BORE
V1 TO BP
1 | 3"
5'
BORE
V4 TO PRI
SI
D
E
W
A
L
K
G
R
E
E
N
B
E
L
T
G
R
E
E
N
B
E
L
T
G
R
E
E
N
B
E
L
T
S
I
D
E
W
A
L
K
G
R
E
E
N
B
E
L
T
GRE
E
N
B
E
L
T
SI
D
E
W
A
L
K
SIDE
W
A
L
K
25 sq.ft
R&R-C
1 | 3"
140'
BORE
V3 TO BP
3'x6'
BP-C
30 sq.ft
R&R-C
3'x6'
BP-D
3'x6'
BP-D
3'x6'
BP-D
3'x6'
BP-A
3'x6'
BP-D
24 sq.ft
R&R-C
108'
18'
76'
DI
R
T
14'
100'
12'
12'
76'
SIDE
W
A
L
K
GRE
E
N
B
E
L
T
SIDE
W
A
L
K
GRE
E
N
B
E
L
T
1 | 3"
15'
BORE
V3 TO V4
AREA MAP:
EXCAVATION AREA
1,315'
LD23-2856
N
DESIGN ORIENTATION
CITY OF
TEMECULA
PO#:
PRISM#:
PUBLIC WORKS DEPARTMENT
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL
FOR
TRAFFIC CONTROL PLANS
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
Updated Traffic Control Notes to rev -AJP AJP 1/26/12
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.
CENTRAL AVE RIVERSIDE CA 2
OFFICE () 26-6
CHARTER PTIMUM INC
GENERAL ENGINEERING CONTRACTORS
OFFICE ( ) -6
CSLB 12 1 _ CLASS C- A C1
1 VALLEY BLVD BLOOMINGTON CA
1
3
JOHN GRIFFIN
OFFICE ( ) 22-6 2
CSLB 61 _ CLASS C1 B C- A
2 JASON CT CORONA CA 2
UTILITY COMPANY:
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
WORK HOURS
SUNDA< THURSDA<
:DP 5:SP
AREA MAP
-
JOHN GRIFFIN
PENDING
JUAN HERNANDEZ
ECO FARMS
LAS HACIENDAS ST
2 LAS HACIENDAS ST
JESUS SAMANIEGO
-11-22
4501602429
4519286
PRISM#: 4519286
PROPOSED SIGNS
LANE
CLOSED
C30(CA)
END
ROAD WORK
G20-2
ROAD
AHEAD
W20-1
WORK
W4-2R
1 2
2 2
W11-1
SHARE
THE
ROAD
W16-1
1 1
PROPOSED SIGNS
ROAD
AHEAD
W20-1
WORK
END
ROAD WORK
G20-2
SHOULDER
CLOSED
C30A(CA)
2
2
2
EXCAVATION AREA
11
SCOPE OF WORK:
·BORE / TRENCH TO INSTALL CONDUITS FOR CHARTER SPECTRUM (1,315').
·SET NEW CHARTER VAULTS (3).
·POTHOLE TO EXPOSE EXISTING UTILITIES ().
·REMOVE & REPLACE ASPHALT (~ 24sq.ft).
·REMOVE & REPLACE CONCRETE SIDEWALK PANEL (~55 sq.ft).
WORK DURATION
·4 DAYS FOR EXCAVATION / BORE / TRENCH
WORK
·2 DAY FOR RESTORATION
·1 DAY TO PULL CABLE
·7 DAYS OF TRAFFIC CONTROL SET UP
·TOTAL # OF WORK DAYS: 7
LD23-2856
2647
SC11(MOD)
BIKE
LANE
CLOSED
BIKE
LANE
CLOSED
1
1
AHEAD
W20-5
CLOSED
RIGHT
OR
CENTER
C20(BIKE) C20B(CA)
NO. OF LANES
LEFT
LANE
INTERCHANGEABLE WITH
C20(CA)
1
BIKE
C20A(CA)
7/31/2023awa7683
08/15/23
9:00 pm - 5:00am
08/28/23
08/28/23
N
DESIGN ORIENTATION
PROPOSED TCP
CITY OF
TEMECULA
PO#:
PRISM#:
PUBLIC WORKS DEPARTMENT
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL
FOR
TRAFFIC CONTROL PLANS
ECO FARMS
LAS HACIENDAS ST
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
Updated Traffic Control Notes to rev -AJP AJP 1/26/12
C(NT5A/ A9( 5,9(56,'( CA 2
2)),C( 26-6
CHARTER PT,0U0 ,NC
*(N(5A/ (N*,N((5,N* C2NT5ACT256
2)),C( -6
C6/% 12 1 _ C/A66 C- A C1
1 9A//(< %/9' %/220,N*T2N CA
2
3
UTILITY COMPANY:
N.T.S.
AT /(A6T T:2 'A<6
U* 6(59,C( A/(5T 2) 62UT+(5N CA/,)25N,A
%()25( <2U ',*
DIGALERT
Call T2// )5((
1-800-227-2600
T(0(CU/A
-
J2+N *5,)),N
P(N',N*
JUAN +(5NAN'(=
J2+N *5,)),N
2)),C( 22-6 2
C6/% 61 _ C/A66 C1 % C- A
2 JA62N CT C252NA CA 2
2 /A6 +AC,(N'A6 6T
J(6U6 6A0AN,(*2
-11-22
4501602429
4519286
PRISM#: 4519286
P52P26(' 6,*N6
LANE
CLOSED
C30(CA)
END
ROAD WORK
G20-2
1
AHEAD
W20-5
CLOSED
RIGHT
OR
CENTER
C20(BIKE) C20B(CA)
NO. OF LANES
LEFT
LANE
INTERCHANGEABLE WITH
C20(CA)
ROAD
AHEAD
W20-1
WORK
W4-2R
1
1 2
2 2
'2:N 6T5(A0
TAP(5
0,N/
1
0A;
1
%U))(5
:25.
A5(A
C
U
5
%
2
5
(
2
P
C
U
5
%
2
5
(
2
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2
6,*N
6PAC,N*
2
0(5*,N*
TAP(5
2
6,*N
6PAC,N*
2
6,*N
6PAC,N*
2
6,*N
6PAC,N*
:11-1
6+A5(
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N
D
R
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A
D
W
O
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K
G
2
0
-
2
R
O
A
D
A
H
E
A
D
W
2
0
-
1
W
O
R
K
LD23-2856
6
6
2
WORK HOURS
SU1D$< THURSD$<
DP SP
12
Pin
2647
11
%,.(
TAP(5
6C11 02'
%,.(
/AN(
C/26('
%,.(
/AN(
C/26('
1
BIKE
C20A(CA)
7/31/2023awa7683
08/15/23
9:00 pm - 5:00am
08/28/23
08/28/23
N
DESIGN ORIENTATION
PROPOSED TCP
CITY OF
TEMECULA
PO#:
PRISM#:
PUBLIC WORKS DEPARTMENT
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL
FOR
TRAFFIC CONTROL PLANS
ECO FARMS
LAS HACIENDAS ST
CONTRACTOR:
RECOMMENDED BY:DATE:
ACCEPTED BY:DATE:
R.T.E. NO.
NICOLAS M. MINICILLI
TRAFFIC ENGINEER
Updated Traffic Control Notes to rev -AJP AJP 1/26/12
C(NT5A/ A9( 5,9(56,'( CA 2
2)),C( 26-6
CHARTER PT,0U0 ,NC
*(N(5A/ (N*,N((5,N* C2NT5ACT256
2)),C( -6
C6/% 12 1 _ C/A66 C- A C1
1 9A//(< %/9' %/220,N*T2N CA
3
3
UTILITY COMPANY:
N.T.S.
AT /(A6T T:2 'A<6
U* 6(59,C( A/(5T 2) 62UT+(5N CA/,)25N,A
%()25( <2U ',*
DIGALERT
Call T2// )5((
1-800-227-2600
T(0(CU/A
-
J2+N *5,)),N
P(N',N*
JUAN +(5NAN'(=
J2+N *5,)),N
2)),C( 22-6 2
C6/% 61 _ C/A66 C1 % C- A
2 JA62N CT C252NA CA 2
2 /A6 +AC,(N'A6 6T
J(6U6 6A0AN,(*2
-11-22
4501602429
4519286
PRISM#: 4519286
2
6,*N
6PAC,N*
6+2U/'(5
TAP(5
26
%U))(5
:25. A5(A
'2:N 6T5(A0
TAP(5
0,N/
1
0A;
2
6,*N
6PAC,N*
CU5
%
2
5
(
2
P
CU5
%
2
5
(
2
P
P52P26(' 6,*N6
ROAD
AHEAD
W20-1
WORK
END
ROAD WORK
G20-2
SHOULDER
CLOSED
C30A(CA)
2 2 2A5(A 0AP
(;CA9AT,2N A5(A
LD23-2856
2
1
1
2647
WORK HOURS
SU1D$< THURSD$<
DP SP
7/31/2023awa7683
08/15/23
9:00 pm - 5:00am
08/28/23
08/28/23