HomeMy WebLinkAboutLD24-4545Permit Number: LD24-4545
LD - Utilities/ Excavation - Parallel
Issued: 11/14/2024
Expired: 07/28/2025
Job Address: 26040 Ynez Rd
Legal Description:
City of Temecula - Land Development Division
41000 Main Street - Temecula, CA 92590
Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033
Phone: (951) 308-6395 Fax: (951) 694-6475
Andrea Magana
1980 Orange Tree Ln., STE 210
Redlands, CA 92374
Applicant:
Contractor:
Utility Work Order Number: 70147-5332744
Description:
UPDATE: Night Hours approved.
Frontier 70147-5332744 (Prado)
WORK HOURS SHALL BE MONDAY – FRIDAY, NO HOLIDAYS, 8:30am - 3:30pm
Location: Equity Drive
Proposed work:
Install two (2) handholes and one (1) hub tub as shown on Frontier plan ", LD24-4544"
All facilities shall be installed in accordance with City Standard Drawing 117.
Traffic Control shall be in accordance with approved Traffic Control Plan LD24-4545
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
the City Engineer or their designated assignee.
Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work.
Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities*****
Permit Number: LD24-4545
LD - Utilities/ Excavation - Parallel
Permittee must also request a final inspection to verify completion of project.
Permittee Responsibilities
This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees,
harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any
accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under
the permit granted pursuant to this application.
Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407.
3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction
area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and
Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the
City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element
streets.
2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133
A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee
shall contact LDInspections@TemeculaCA.gov to schedule a meeting.
1.
4.
Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance.
Contractor is required to provide protection of the City storm drain system.
5.
Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted.
No work shall be allowed during City-recognized holidays."
6.
THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED
PROVISIONS:
All U.S.A. mark outs shall be removed prior to completion of project.7.
8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of
Liability prior to start of work.
9.Should there be any claim against the City and the property owner with the encroachment being the proximate
cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will
remove and bill the owner.
10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is
understood that this permit is limited to the work described herein and that all work is to be done in compliance
with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible
for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or
replacement of any existing improvement damaged by the doing of the work
I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of
Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether
herein stated or not.
11.
12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of
the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit.
******Contractor and all subcontractors shall be present at the pre-construction
meeting; otherwise, the meeting will be rescheduled to a later date******
Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall
be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13.
Permitee Date
Page 2 of 3
Permit Number: LD24-4545
LD - Utilities/ Excavation - Parallel
City Engineer or Authorized Representative Date
11/14/2024
Page 3 of 3
Y
N
E
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D
(
5
0
M
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H
)
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULA
AT LEAST TWO DAYS
UG SERVICE ALERT OF SOUTHERN CALIFORNIA
BEFORE YOU DIG
DIGALERT
Call: TOLL FREE
1-800-227-2600
FOR
TRAFFIC CONTROL PLANS
PLACEMENT OF FIBER OPTIC CABLE & SPLICE
YNEZ RD @ EQUITY DR
TRAFFIC CONTROL PLANS
YNEZ RD @ EQUITY DR
AREA MAP:
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
RIGHT
KEEP
TURN RIGHT
M U S T
RIGHT LANE
NOT
PASS
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
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
CLOSEDROAD
ROUGH XX
MPH
NARROWS
ROAD
W20-2
R11-2 R11-3A R11-4
W21-3
M4-8A
C9A(CA)
M4-10
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
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
AHEAD
LANE
NARROW
C12(CA)
TRENCH
OPEN
C27(CA)
WARNING SIGNS
MISCELLANEOUS DEVICES
DETAIL SHEET LEGEND
PERMIT NO. LD24-4545
CONTRACTOR:
CONE SPACING - 25' MAXIMUM
COMMUNICATIONS
NO SCALE
TRAFFIC CONTROL GENERAL NOTES (REVISED: 06/06/2024)
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.
4
1
NO SCALE
EQ
U
I
T
Y
D
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(45
M
P
H
)
FRONTIER WORK ORDER NO. 70147-5332744
LOCATE AND INTERCEPT
PROPOSED HAND HOLE
SCOPE OF WORK:
1)WORK CREW TO LOCATE & INTERCEPT EXISTING PVC LOCATED ON
THE E/S/O YNEZ RD @ EQUITY DR TO PLACE WYE SPLIT & 97 LF +/-
OF FIBER OPTIC CABLE INTO PROPOSED CONDUIT.
2)WORK CREW TO PLACE 2X3 HAND HOLE LOCATED ON THE W/S/O
YNEZ RD @ EQUITY DR TO PLACE 124 LF +/- OF FIBER OPTIC CABLE
INTO PROPOSED CONDUIT.
3)WORK CREW TO PLACE BORE PIT LOCATED ON THE W/S/O YNEZ RD
@ EQUITY DR TO PLACE 16 LF +/- OF FIBER OPTIC CABLE INTO
PROPOSED CONDUIT.
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULA
FOR
TRAFFIC CONTROL PLANS
PLACEMENT OF FIBER OPTIC CABLE & SPLICE
CONTRACTOR:
COMMUNICATIONS 4
2
WORK
ROAD
S
TRAFFIC CONE
TEMPORARY SIGN
DIRECTION OF TRAVEL
WORK AREA
FLASHING ARROW SIGN
(FAS)
TYPE III BARICADE
WITH SIGN
SIGNALIZED
INTERSECTION
FLAGGER
HIGH LEVEL
WARNING DEVICE
(HLWD)
LEGEND
DRIVEWAY TYPICAL
DWY
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE)
THROUGHOUT TRAFFIC CONTROL ZONE.
YNEZ RD @ EQUITY DR
SCOPE OF WORK:
1)WORK CREW TO LOCATE & INTERCEPT EXISTING PVC LOCATED ON
THE E/S/O YNEZ RD @ EQUITY DR TO PLACE WYE SPLIT & 97 LF +/-
OF FIBER OPTIC CABLE INTO PROPOSED CONDUIT.
PERMIT NO. LD24-4545
FRONTIER WORK ORDER NO. 70147-5332744
N
YNEZ RD
(45 MPH)
350'350'350'270'
LOCATE & INTERCEPT
EXISTING CONDUIT
35'
350'
35
0
'
35
0
'
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULA
FOR
TRAFFIC CONTROL PLANS
PLACEMENT OF FIBER OPTIC CABLE & SPLICE
CONTRACTOR:
COMMUNICATIONS 4
3
WORK
ROAD
S
TRAFFIC CONE
TEMPORARY SIGN
DIRECTION OF TRAVEL
WORK AREA
FLASHING ARROW SIGN
(FAS)
TYPE III BARICADE
WITH SIGN
SIGNALIZED
INTERSECTION
FLAGGER
HIGH LEVEL
WARNING DEVICE
(HLWD)
LEGEND
DRIVEWAY TYPICAL
DWY
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE)
THROUGHOUT TRAFFIC CONTROL ZONE.
YNEZ RD @ EQUITY DR
N
YNEZ RD
(45 MPH)
350'350'350'270'100' MIN.
LOCATE & INTERCEPT
EXISTING CONDUIT
350'
SCOPE OF WORK:
1)WORK CREW TO PLACE 2X3 HAND HOLE LOCATED ON THE W/S/O
YNEZ RD @ EQUITY DR TO PLACE 124 LF +/- OF FIBER OPTIC CABLE
INTO PROPOSED CONDUIT.
2)WORK CREW TO PLACE BORE PIT LOCATED ON THE W/S/O YNEZ RD
@ EQUITY DR TO PLACE 16 LF +/- OF FIBER OPTIC CABLE INTO
PROPOSED CONDUIT.
PERMIT NO. LD24-4545
FRONTIER WORK ORDER NO. 70147-5332744
35'
PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION
CITY OF TEMECULA
FOR
TRAFFIC CONTROL PLANS
PLACEMENT OF FIBER OPTIC CABLE & SPLICE
CONTRACTOR:
COMMUNICATIONS 4
4
YNEZ RD @ EQUITY DR
Posted Speed
Urban
25 mph or less***
Urban
More than 25 mph to
40 mph***
Urban
More than 40 mph***
Rural
Expressway/ Freeway
250 feet
350 feet
500 feet
1,000 feet
250 feet
350 feet
500 feet
1,500 feet
250 feet
350 feet
500 feet
2,640 feet
** The Column headings A, B, and C are the dimensions. The A dimension is the distance from the
transition or point of restriction to the first sign. The B dimension is the distance between the first and
second signs. The C dimension is the distance between the second and third signs. (The “first sign” is the
sin in a three-series that is closest to the TTC zone. The “third sign” is the furthest upstream from the
TTC zone.)
*** Posted speed limit off-peak 85th- percentile speed prior to work starting, or other anticipated
operating speed in mph.
Table A- Recommended Advance Warning Sign Spacing
Distance Between Signs **
A
100 feet 100 feet
B
100 feet
C
Table B- Taper Length Criteria for Temporary Traffic Control Zones
Type of Taper Taper Length (L)
Merging Taper
Shifting Taper
Shoulder Taper
One-lane, Two-Lane Traffic Taper
Downstream taper
At least L
At least .5L
At least .33L
100 feet maximum
100 feet per lane
Table C- Formulas for Determining Taper Lengths
Speed Limit
40 mph or less
45 mph or more
Where:
L=Taper Length in feet
Taper Length (L) Feet
L=[W(S^2)]/60
L=WS
PERMIT NO. LD24-4545
FRONTIER WORK ORDER NO. 70147-5332744
JOB ID:
DRAWN BY:
EST. #:SHEET#:
TITLE:
DATE: 06/11/2024
OF
70147-5332744
STREET ADDRESS:
C.O. AREA/EXCH. CODE:
DYNAMIC TELCO 951-992-1472
4
FTR ENGINEER:
FTR INSPECTOR:
EQUITY DR & YNEZ RD
REBECCA SMITH (909) 785-3329
JON CARDIEL (909) 230-0831
RULE 27 "PRADO" TR 38121 WO # 1
1
COMMUNICATIONS
TEMCULA/TMCLCAXG
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 11/14/2024
11/14/2024 11/14/2024
11/14/20
LD24-4545
VICINITY MAP
NTS
PICK UP POINT:
-EX. 383' OF 10-4"
PLACED SPLIT WYE
MATERIALS:
-526' OF 4" PVC
-163' OF 2" SUB-DUCT
-(2) 2'x3' HANDHOLE(S)
-(1) 3'x3'x3' HUB TUB
-(3) 3'x3' BORE PITS
PATH LENGTH:
- FTR JOINT TRENCH = 413'
- FTR BORE = 276'
SHEET INDEX
1 - COVER
2 - CONDUIT DESIGN
3 - DETAILS
PROJECT LOCATION
FRONTIER COMMUNICATION
CONSTRUCTION SPECIFICATIONS
1.Contact Frontier Engineer REBECCA SMITH (909) 785-3329 sixty (60) days prior to need of
service in order to confirm compliance,order materials,and schedule work forces.
2.FRONTIER COMMUNICATIONS,INCORPORATED RESERVES THE RIGHT TO REFUSE
ANY CONDUIT, PULL BOXES, MANHOLES, OR UTILITY BOXES THAT DEVIATE FROM
PLANS AND SPECIFICATIONS.
3.CHANGES OR DEVIATIONS FROM THIS PLAN MUST BE APPROVED BY FRONTIER.
4.CONTACT THE FRONTIER INSPECTOR 48 HOURS BEFORE TRENCHING AND UPON
COMPLETION OF YOUR SUBSTRUCTURES TO SCHEDULE THE FINAL INSPECTION.
5.FRONTIER INSPECTOR SHALL BE PRESENT ON SITE WHEN CONTRACTOR NEEDS TO
ACCESS ANY EXISTING FRONTIER FACILITY.
6.All conduit risers bends to have a minimum thirty-six (36) inch radius.
7.All horizontal ninety degree bends (90°) shall have a radius of not less than 12.5 feet and all
vertical ninety degree bends (90°) shall have a radius of not less than three feet. No more than
two (2) ninety degree (90°) horizontal bends shall be placed in any single run unless otherwise
specified. Contact Frontier engineer concerning any required deviations.
8.All conduit must be proven using a mandrel no less than a 1/2" smaller than the conduit to be
accepted. Mule tape shall be placed in all conduits proven. Wall to wall measurements must
be taken with a mule tape.
9.Accurate AS-BUILTS shall be provided to the Frontier inspector assigned to this project.
AS-BUILTS shall include conduit section measurements, wall to wall footages, stations and
offsets of AS-BUILT Frontier structures, and the cover to the top of the Fronter underground
structurre placed. Copy of the AS-BUILT conduit work order must be provided to the Frontier
inspector assigned to your project.
10.Contact JON CARDIEL (909) 230-0831 at the inspection office for coordination of inspection
dates.
11.Place weatherproof cap on end of all conduits terminated outside of a building.
12.Place temporary weatherproof cap on end of all conduits exposed during construction.
13.Rigid steel, approved plastic conduit (PVC Schedule #40,TYPE-C (4") or DB-120 (2") or
Frontier provided or approved Roll Sheet sub duct, is specified for underground construction.
Condulets, Flex, Transite, Plumbers fittings, Water and Gas Pipes must NOT be used. RIGID
STEEL MUST BE USED WHEN CONDUIT CAN BE EXPOSED TO VEHICULAR TRAFFIC.
14.Conduit terminated on a pole must be PVC Schedule 80. If conduit will be exposed to traffic,
rigid steel pipe and sweep is required to 48" above finished grade otherwise turned up 12"
above finished grade. Location of riser on pole will be as shown on conduit plan and location
can be modified by approval of Frontier engineer/inspector only.
15.Miminum separation from other utilites shall be a minimum of 12". Conduit placed in same
trench with primary power conduit must be separated by no less than twelve inches(12") of
well-packed sand or three inches(3") of concrete. Minimum cover shall be no less than thirty
(30") inchs measured from the final grade of the street flow line to the top of Frontier structure
unless noted otherwise. Ducts placed in the driven portion of the roadway must have no less
than 48 inches(48") of cover to top of pipe measured at flow line of roadway.
16.FRONTIER RECOMMENDATIONS: Provide a minimum 1-4" conduit home run from each
suite location to the main terminal backboard in lieu of running cables over drop ceiling access.
Frontier will not install cables not contained in conduit.
17.Provide source of ground at the telephone backboard location: (1) #6 insulated copper wire
(solid preferred) to power system ground. - (1) #6 insulated copper wire (solid preferred) to
permanent metallic structure such as UFER ground or building steel. - (1) #6 insulated copper
wire (solid preferred) to metallic water pipe bonded to previously described permanent metallic
structure. Leave adequate wire to extend six feet beyond base of backboard. NOTE: THE
FOLLOWING MUST NOT BE USED FOR GROUND SOURCES: ROOF TRUSSES, FLOOR
JOINTS, BRACES, SPRINKLER SYSTEM PIPES, METAL ELECTRICAL DISTRIBUTION
CONDUIT, AND HORIZONTAL STEEL MEMBERS LESS THAN 3/8" THICK.
18.Provide cable racking as described in attachment. Provide pulling irons as described in
attachment.
19.Three to six weeks will be needed from the date of final inspection for Frontier to start placing
facilities. All paperwork and easements must also be completed, if applicable.
20.Work crew to adjust manholes to final grade as shown on the approved grading plan.
21.Actual footages of conduit are needed to order materials.
LEGEND
1
UTILITIES
FACILITIES
POLES
CONDUIT
sd SD
E
SS
T
W
G
e
ss
t
w
g
T
JT
ABBREVIATIONS PROPOSED EXISTING
BUILDING BLDG bldg
CENTERLINE C/L c/l
CONCRETE CONC conc
SIDEWALK CSW csw
DRIVEWAY DWY dwy
EDGE OF PAVMENT EOP eop
FACE OF CURB FOC foc
HANDHOLE HH hh
MANHOLE MH mh
PEDESTAL PED ped
POLYVINYL CHLORIDE PVC pvc
SUB DUCT SD sd
PROPERTY LINE P/L p/l
RAILROAD RR rr
RAILROAD R/W RR R/W rr r/w
RIGHT OF WAY R/W r/w
SOUTHERN CAL EDISON SCE sce
WALL TO BUILDING W-B
WALL TO POLE W-P
NOT TO SCALE NTS
JOB ID:
DRAWN BY:
EST. #:SHEET#:
TITLE:
DATE: 06/11/2024
OF
70147-5332744
STREET ADDRESS:
C.O. AREA/EXCH. CODE:
DYNAMIC TELCO 951-992-1472
4
FTR ENGINEER:
FTR INSPECTOR:
EQUITY DR & YNEZ RD
REBECCA SMITH (909) 785-3329
JON CARDIEL (909) 230-0831
RULE 27 "PRADO" TR 38121 WO # 1
2
COMMUNICATIONS
TEMCULA/TMCLCAXG
RULE 27 "PRADO" TR 38121 WO # 1
5332744
EQUITY DR & YNEZ RD
TEMECULA, CA. 92591
TEMECULA
UTILITY CONSULTANT:
DEVELOPER:
MORROW MANAGEMENT
ADDRESS: 1130 VIA CALLEJON
CITY, STATE: SAN CLEMENTE, CA. 92673
ATTN: JESSICA GROOT
PHONE: (949) 218-2314
EMAIL: JGROOT@MORROWMGMT.COM
MERITAGE HOMES
ADDRESS: 5 PETERS CYN RD
CITY, STATE: IRVINE, CA. 92606
ATTN: EFREM JOELSON
PHONE: 949-299-3848
EMAIL: EFREM.JOELSON@MERITAGEHOMES.COM
IN TRACT OPTION 3:
·FRONTIER TO PLACE SUB-DUCT & HANDHOLES IN DEVELOPER
PROVIDED TRENCH. MAINLINE TO BE 2" SUB-DUCT
& SERVICE LATERALS TO BE 1.25".
·HANDHOLES & GROUND RODS TO BE PLACED BY FRONTIER.
·MINIMUM DISTANCE OF 3' BETWEEN SCE HANDHOLES AND
FRONTIER HANDHOLES IS TO BE MAINTAINED AT ALL TIMES.
***ALL TRENCH IS PROVIDED BY THE DEVELOPER***
REVISED 05/20/2024
LD24-4545
JT
JT
JT
FUTURE COMMERCIAL BLDG.
FTR TO PL
178' 1-4"
302' W-W
FT
R
T
O
P
L
72
'
1
-
4
"
72
'
W
-
C
FT
R
T
O
P
L
13
6
'
1
-
2
"
13
6
'
W
-
W
FT
R
T
O
P
L
27
'
1
-
2
"
27
'
W
-
C
20
'
20
'
EVERYTHING WEST
OF THIS LINE IS
JOINT TRENCH
EVERYTHING
SOUTH OF THIS
LINE IS SOLE
TRENCH/BORE
For your Dig Alert I.D. Number call:
"Permit to Excavate" will be valid.
Number to be issued before a
Code requires a Dig Alert Identification
Section 4216/4217 of the Government
Important Notice
Call : 1-800-227-2600
Underground Service Alert
GENERAL NOTES:
1.RIGHT OF WAY SHOWN BASED ON AVAILABLE RECORD
DATA. WORK CREW TO VERIFY LOCATION OF RIGHT OF
WAY PRIOR TO CONSTRUCTION.
2.UTILITIES SHOWN LOCATED BY RECORD MAPS/FIELD
OBSERVATIONS. WORK CREW TO VERIFY LOCATION OF
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SCALE: 1"=60'
JOB ID:
DRAWN BY:
EST. #:SHEET#:
TITLE:
DATE: 06/11/2024
OF
70147-5332744
STREET ADDRESS:
C.O. AREA/EXCH. CODE:
DYNAMIC TELCO 951-992-1472
4
FTR ENGINEER:
FTR INSPECTOR:
EQUITY DR & YNEZ RD
REBECCA SMITH (909) 785-3329
JON CARDIEL (909) 230-0831
RULE 27 "PRADO" TR 38121 WO # 1
3
COMMUNICATIONS
TEMCULA/TMCLCAXG
A
B
C
CURVE DATA
90°00'00"
45°00'00"
22°30'00"
5.0'
5.0'
5.0'
3.9'
7.8'
1.9'
5.0'
2.1'
0.99'
R L T
D
E
F
90°00'00"
45°00'00"
22°30'00"
12.5'
12.5'
12.5'
9.8'
19.6'
4.9'
12.5'
5.18'
2.49'
***ALL HANDHOLES ARE TO BE GROUNDED***
F
O
C
C
/
L
F
O
C
R
/
W
R
/
W
FO
C
C/L
FO
C
R/
W
R/
W
FO
C
C/
L
FO
CR/
W
R/
W
FO
C
C/
LFO
C
125'
70'
55'
43'
48'
22'
12'
91'
60'
20'20'10'
10'
40'
30'
30'
C
C
C
A
CC
D
EQUITY DR
BU
C
L
E
P
R
A
D
O
YN
E
Z
R
D
REVISED 05/20/2024
122'
62'60'
43'48'12'
19'
91'
96
'
48
'
48
'
28
'
28
'
56
'
LOCATE & INTERCEPT
EX. 1-4" PVC & PL SPLIT WYE
SEE DETAIL ON SHEET 3FTR TO PL 2'x3' HANDHOLE IN
GRASS/DIRT AREA
SEE DETAIL ON SHEET 3
FTR TO BORE PL 151' OF 1-4" PVC
FTR TO BORE PL 97' OF 1-4" PVC
FTR TO PL 3X3 BP
FTR TO PL 3X3 BP
FTR TO PL 3X3 BP
FTR TO BORE PL 55' OF 1-4" PVC
383' OF EX. 10-4" PVC
PLACED ON W.O. # 3P001B1
165' OF EX. 2-4" PVC
PLACED ON W.O. # 3P001B1
483' OF EX. 6-4" PVC
PLACED ON W.O. # 3P001B1
FTR TO PL 2'x3' HANDHOLE
SEE DETAIL ON SHEET 3
FTR TO PL 3'x3'x3' HUBTUB
SEE DETAIL ON SHEET 3
LD24-4545
JOB ID:
DRAWN BY:
EST. #:SHEET#:
TITLE:
DATE: 06/11/2024
OF
70147-5332744
STREET ADDRESS:
C.O. AREA/EXCH. CODE:
DYNAMIC TELCO 951-992-1472
4
FTR ENGINEER:
FTR INSPECTOR:
EQUITY DR & YNEZ RD
REBECCA SMITH (909) 785-3329
JON CARDIEL (909) 230-0831
RULE 27 "PRADO" TR 38121 WO # 1
4
COMMUNICATIONS
TEMCULA/TMCLCAXG
ISOLATION CABINET
CLOSURE
3/8-16 UNC STAINLESS STEEL
HEX HEAD BOLT W/ WASHER (5)
1 [25] x4 [102]
PULL SLOT W/ Ø1/4 PIN
CABINET - FRONT
CABINET FOOTPRINT
SKID RESISTANT
SURFACE M3-66
OPENING FOR
CONDUIT ACCESS
FMS ADAPTOR
COVER
FMS COVER
CAPSCREWS (4)
LOCK WASHERS (4) AND
FLAT WASHERS (4)
3/8-16 UNC ZINC INSERT
(2) PLACES
GROUND SPACER
OPTIONAL
LIFT BOLTS (4) PLACES
#6 GROUND WIRE
THE OPENING OF THE HUB WILL BE FACING THE
SIDEWALK SIDE AND NOT THE STREET SIDE
12x Ø4-3/4 [121] KNOCKOUT
FOR 4 [102] CONDUIT
(2 EACH END & 4 EACH SIDE)
40 [1
0
1
6
]
FR
O
N
T
I
E
R
40
[
1
0
1
6
]
36
[
9
1
4
]
TYPICAL 3'X3'X3' HUB TUB DETAIL
ISOLATION GASKET
47"
16.7"21"
HANDHOLE DETAIL-2'x3'
SKID RESISTANT
SURFACE M3-66
24
"
37"
..." PAL NUT
2 PLACES
8 X " THRU HOLES
(2 EACH SIDE AND
2 EACH END)
..." UNC S.S. INSERT
2 PLACES
28
"
GALVANIZED BMT STRUT
(CENTERED ONE END)
..." -18 UNC LG
SS HEX HEAD BOLT
2 PLACES
..." FLAT WASHER
2 PLACES
QUAZITE LOGO
1" X 4" PULL SLOT W/ CENTER PIN
2 PLACES
FRO
N
T
I
E
R
HANDHOLE - 24" X 36" X 24"
20K RATING - BOX & 2 Pc SPLIT COVER
ITEM ID 911691
UTILITY BOX
PVC SWEEP
MINIMUM
36" RADIUS
FINAL GRADE
PLACE
GND ROD
PLACE #6
GND WIRE
MINIMUM
36" RADIUS
PVC SWEEP
SWEEP DETAIL
REVISED 05/20/2024
AIMING SIGHT
LAUNCH CRADLE
PIERCING TOOL
BORE PIT
MISSILE BORE DETAIL
36
"
MI
N
SPLIT 4"x4" SCHEDULE 40 SADDLE
45° WYE PVC SCHEDULE 40 AND 80
ELECTRICAL CONDUIT
NOTE: *DIMENSIONS LISTED HERE ARE NOMINAL, AND EACH
PRODUCT MAY VARY SLIGHTLY IN SIZE AND WEIGHT.*
A
C
B
LD24-4545
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 1 of 2 Revised: 06/16/2020
APPLICATION INFORMATION PERMIT NO.:
Type of Encroachment: Street/Storm Drain Sewer/Water Utility Trenching
Signing & Striping Traffic Signal Miscellaneous (SPECIFY BELOW)
The undersigned hereby applies to excavate, construct and otherwise encroach on City street right-of-way, as
follows:
Name(s) of street(s) and/or street address:
Utility Work Order #: Start Date: End Date:
In consideration of granting this application, all applicants including utility companies hereby agree to:
1. If applicable, submit a set of Construction Drawings, Traffic Control Plans, proof of City Business License for all parties
involved, proof of Contractor’s License along with this application at the time of submittal. See the Traffic Control
Plan Checklist for details.
2. Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from
and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident,
loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under
the permit granted pursuant to this application. (See below for specific liability insurance requirements.)
3. Remove/relocate any encroachment installed/maintained under this permit, upon written notice from the City
Engineer.
4. Notify the Land Development Inspection Division via email at LDInspections@temeculaca.gov at least two (2) working
days prior to commencing construction. Hold a pre-construction meeting prior to the start of construction. The
developer/general contractor must be present for the timely request of inspections.
5. Comply with the Standard Specifications, most current Improvement Standard Drawings for Public Works
Construction, City of Temecula Municipal Code Chapters 13.04 and 18.12, terms and conditions of the permit and all
applicable rules and regulations for the City of Temecula and other public agencies having jurisdiction.
LIABILITY INSURANCE REQUIREMENTS
PROVIDE PROOF OF INSURANCE COVERAGE MEETING THE REQURIEMENTS STATED BELOW OR A CITY ATTORNEY APPROVED
EQUIVALENT WITH THE CITY NAMED AS ADDITIONAL INSURED. IN THE EVENT THAT THE INSURANCE IS PROVIDED BY THE
CONTRACTOR, THE CITY AND THE OWNER/DEVELOPER MUST BE NAMED AS ADDITIONAL INSURED.
THIS REQUREMENT SHALL BE MET BY EITHER THE APPLICANT (DEVELOPER, OWNER, PUBLIC UTILITY AGENCY OR FRANCHISE) OR
BY THE CONTRACTOR PERFORMING THE SUBJECT WORK, PRIOR TO BEGININNG ANY WORK PROPOSED UNDER THE SUBJECT
ENCROACHMENT PERMIT.
X
Work crew to access existing MH #60 and MH #62 to splice fiber cable in existing substructure. Work crew to also bore +/- 276' to place 4" PVC,
Equity Dr @ Ynez Rd
70147-532744 11/25/2024 12/24/2024
handholes and bore pits.
LD24-4545
32744
CLEARED BY
CITY OF TEMECULA
PUBLIC WORKS
Tricia.ortega 11/14/2024
11/14/2024 11/14/2024
11/14/20
Land Development
Encroachment Permit
41000 Main Street
Temecula, Ca 92590
Phone: 951-694-6444
www.temeculaca.gov
R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 2 of 2 Revised: 06/16/2020
Proof of coverage shall be by certificate (Accord or equivalent) naming the City of Temecula as certificate holder and the minimum
limits of insurance coverage shall be as follows:
a. General Liability: One million dollars ($1,000,000) per occurrence for bodily injury, personal injury and property damage. If
Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate lim it
shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
b. Automobile Liability: One million dollars ($1,000,000) per accident for bodily injury and property damage.
c. Worker’s Compensation as required by the State of California; Employer’s Liability: One million dollars ($1,000,000) per accident
for bodily injury or disease.
d. Course of Construction: Completed value of the project.
There is a limited exception to this requirement. Owners of single family homes doing work on the home’s driveway approac h
located in the public right-of-way, may use their homeowners insurance with public liability and property damage coverage in at
least the following minimum limits and which will name the City of Temecula as an additional insured for the duration of the
encroachment permit:
BODILY INJURY $250,000.00 EACH PERSON
$500,000.00 EACH OCCURANCE
$500,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS
PROPERTY DAMAGE $100,000.00 EACH OCCURANCE
$250,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS
A combined single limit homeowner’s policy with aggregate limits in the amount of $1,000,000.00 will be considered equivalent to
the required minimum limits. Homeowners: a copy of the required homeowners insurance and a Certificate of Insurance showing
the City named as an additional insured shall be attached to the application.
The undersigned applicant and/or contractor states that they have read and agrees to meet all the conditions on this
application, including provisions of required liability insurance or a City Attorney approved equivalent, and acknowledges
that this application will be made a part of the encroachment permit.
APPLICANT’S INFORMATION (THIS SECTION MUST BE COMPLETED)
Company Name:
Mailing Address:
Contact: Phone #: E-mail:
I hereby warrant and represent to the City that I am authorized to execute this permit application on behalf of the
permittee and bind the permittee to the agreements contained herein and any conditions of the permit.
Authorized Signature: Date Applied:
CONTRACTOR’S INFORMATION
Company Name:
Mailing Address:
Contact: Phone #: 24-HR Emergency #:
State Contractor’s License #: Class: City Business License #:
Dynamic Telco (Agent for Frontier)
1980 Orange Tree Ln, Ste 210, Redlands, CA 92374
Andrea Magana (Agent for Frontier) 951-992-1715 permits@dynamictelco.com
10/16/24
Frontier Communications
9 S. 4th St, Redlands, CA 92373
Raul Rivas 909-406-3178
488385 A, C10