rfb_13199_for_info_only_16-mediacom_temporary_pole_relocation_plans.pdf
PDF 888 KB Posted
- Attached to
- RFB - COLE GRADE ROAD IMPROVEMENTS PHASE 1
- Solicitation number
- BPM013199
- Issued by
- California
About this file
This file contains utility relocation plans prepared by Inland Engineering Services, Inc. for the County of San Diego Department of Public Works on the Cole Grade Road - Phase 1 project, spanning between Cool Valley Ranch Road and West Oak Glen Road in Valley Center, California. The project involves cable installation work for Mediacom telecommunications, specifically 6,072 linear feet of aerial cable installation on existing poles and installation through existing underground conduit, with a total of 38 poles and 38 vaults identified for work. The scope includes placement of six new 1-inch 3-eye anchors with 20-foot and 18-foot leads at designated locations. The project work duration is estimated at five days, and the plans were revised on July 11, 2024. The four-sheet plan set provides detailed excavation plans, pole locations, and construction sequencing across multiple intersections including Keys Creek, Cool Valley Ranch Road, Hilldale Road, Margarita Lane, and Oak Meadow Road.
The construction notes establish that all work shall conform to the latest Caltrans Standard Specifications (2015 edition) and California Manual on Uniform Traffic Control Devices (MUTCD), with the contractor required to notify Underground Service Alert at least two days prior to beginning work. The contractor assumes full responsibility for jobsite conditions, safety, and protection of all existing utilities whether shown on plans or not, and must defend and indemnify both the owner and engineer from all liability. All conduit shall be Schedule 40 unless otherwise specified, with Schedule 80 required for all sweeps to poles. The contractor is responsible for potholing existing utilities, performing saw cuts with power-driven equipment, and replacing damaged concrete and landscaping to the satisfaction of the County Resident Engineer. Temporary traffic control shall be maintained per MUTCD standards throughout construction, and all backfill shall use one-sack slurry mix requiring 72 hours of cure time.
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C/L CENTER LINE
C&G CURB & GUTTER
R/W RIGHT OF WAY
SHEET 01 OF 04
PROJECT:
IES# COLE GRADE RD - PHASE 1
SAN DIEGO
COUNTY
WORK LOCATION:
COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &
W OAK GLEN RD
CONCRETE PAVING
INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY
SCALE: 1"=30'
TARGET/SERVICE ADDRESS:
COLE GRADE RD, VALLEY CENTER, CA 92082
1373 OLD TEMESCAL RD, CORONA, CA 92881
TEL: 951.277.0800 FAX: 951.277.5300
DESIGNER OWNER
1-800-422-4133 AT
LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
TICKET#
DIGALERTEXCAVATION LEGEND - GENERAL
PROP. VAULTV
EX. SDG&E & JOINT TRENCH
PROP. BORE PIT
PROP. TRENCH
PROP. POTHOLE
PROP. PEDESTALP
EX. HANDHOLE / SCE VENT
EX. UTILITY HOLE
EX. LIGHT POLE
EX. TREE
EX. VAULT / PEDESTAL / CABINET
COMPASS EXCAVATION PLAN
DESIGNED BY: INLAND ENGINEERING SERVICES
DRAFTED BY: INLAND ENGINEERING SERVICES
TEL. NUMBER: (951) 277-0800
PERMIT COORDINATOR:
EMAIL:
REVISION DATE: 07/11/2024EX. TELEPHONE POLE
EX. FIRE HYDRANT
ANCHOR
THOMAS GUIDE PG GRID # XXXXXXXXXX
SUBSTRUCTURE MAP # XXXXXXXXXX
CADASTRAL MAP # XXXXXXXXXX
PLANS & PROFILES # XXXXXXXXXX
SEWER INDEX # XXXXXXXXXX
REFERENCES
TOTAL WORK DURATION: XX/XX/XXXX
CONSTRUCTION NOTES:
1. BORE UNDER ALL CURBS & GUTTERS.
2. EXISTING TV VAULTS ARE TO REMAIN IN PLACE.
3. USE 1 SACK SLURRY IN STREETS. USE NATIVE SOIL IN PKWY.
4. ALL CONDUITS SHALL BE SCH-40 UNLESS OTHERWISE SPECIFIED, ALL SWEEPS TO POLES SHALL BE SCH-80.
5. CONTRACTOR TO POT HOLE FOR EXISTING DEPTH OF UTILITIES CONDUIT PRIOR TO START OF CONSTRUCTION.
6. CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE MATCH EXISTING LANDSCAPE TO THE SATISFACTION OF THE
SATISFACTION OF THE COUNTY RESIDENT ENGINEER.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS DONE BY THE CONTRACTOR ON USA, AND TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO POT HOLE THE EXISTING UTILITIES AND VISUALLY LOCATE THE LINE OR STRUCTURE WHILE PERFORMING
THE JACK AND BORE OPERATION AND IS RESPONSIBLE FOR THE PROTECTION AND ANY DAMAGED TO THE THESE LINES OR
STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION
DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK HOURS, AND CONSTRUCTION
CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS THE PRIVATE ENGINEER FORM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE
TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO
CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO LATEST EDITION OF THE CALTRANS STANDARD SPECIFICATION 2015.
2. THE EXISTENCE AND LOCATION OF UTILITY LINES SHOWN HEREON ARE OBTAINED BY 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 OR
NOT.
3. AT LEAST TWO WORKING DAY 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 CONSTRUCTION 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 LATEST EDITION CA MUTCD: (CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) UNLESS OTHERWISE SPECIFIED.
6. ALL PAVEMENTS, CURBS , GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED
SHALL BE RECONSTRUCTED PER COUNTY IMPROVEMENT STANDARDS.
7. PRIOR TO THE BEGINNING OF ANY EXCAVATION AND THROUGHOUT THE COURSE OF CONSTRUCTION WORK THE CONTRACTOR
SHALL COMPLY WITH THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH 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.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING ABOVE OR BELOW GROUND IMPROVEMENT, AS A RESULT
OF HIS REPLACEMENT OF SAME TO THE SATISFACTION OF THE COUNTY.
10. ALL BACKHOE EXCAVATION SHALL BE SAW CUT TO FACILITATE REMOVAL BY THE USE OF A POWER DRIVEN SAW. THE CUT SHALL
BE STRAIGHT, CLEAN, AND TO THE FULL DEPTH OF THE SECTION OF MATERIAL TO BE REMOVED.
11. EXISTING PORTLAND CEMENT CONCRETE SHALL BE SAW CUT TO FACILITATE REMOVAL BY THE USE OF A POWER DRIVEN SAW.
THE DEPTH OF THE CUT SHALL BE DEEP ENOUGH TO PRODUCE A CLEAN, STRAIGHT BREAK WITHOUT CRACKING, CHIPPING
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.
CONCRETE PANELS SHALL BE REMOVED OR REPLACED FROM SCORE LINE TO SCORE LINE(ENTIRE PANEL) WHERE PCC IS
DAMAGED OR CRACKED. 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.
12. 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'.
13. ALL CONDUIT SHALL BE SCH-40 UNLESS OTHERWISE SPECIFIED. ALL SWEEPS TO POLES SHALL BE SCH-80.
14. REMOVE AND REPLACE CURB AND GUTTER ABOVE SWEEPS TO VAULTS IN THE SIDEWALK, OR BORE UNDER CURB AND GUTTER.
JETTING IS NOT ALLOWED.
15. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE DEPARTMENTS OF THE COUNTY AT LEAST TWO DAYS BEFORE START OF THE
WORK. DURING THE COURSE OF WORK. THE CONTRACTOR SHALL CALL FOR INSPECTION OF ALL APPLICABLE WORK.
16. ALL SHRUBS, PLANTS, OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE COURSE OF THE WORK SHALL BE
REPLANTED OR REPLACED PER COUNTY ENGINEER'S DIRECTION.
17. DURING THE COURSE OF THE WORK, PEDESTRIANS AND VEHICULAR ACCESS MUST BE MAINTAINED AT ALL TIMES.
18. NON-SKID CALTRANS APPROVED STEEL PLATES SHALL BE RECESSED IN TRENCH CROSSING MAJOR STREETS (AREA DESIGNATED
BY THE COUNTY ENGINEER) AND INSTALLED PER CALTRANS SPECS. PAVEMENT SHALL BE COLD PLANED TO A DEPTH EQUAL TO
THE THICKNESS OF THE PLATE AND TO THE WIDTH AND LENGTH EQUAL TO THE DIMENSIONS OF THE PLATES.
19. STEEL PLATES USED FOR BRIDGING MUST EXTEND A MINIMUM OF 12" BEYOND EDGES OF TRENCH.
20. 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 COUNTY ENGINEER.
21. BRIDGING SHALL BE SECURED AGAINST DISPLACEMENT USING ADJUSTABLE CLEATS, SHIMS OR OTHER DEVICES.
22. RESTORE ALL LANDSCAPING, INCLUDING IRRIGATION SYSTEM AROUND VAULTS.
23. INSTALL VAULTS NEXT TO CURB WHERE POSSIBLE.
24. NEW PAVEMENT SHALL BE PER COUNTY STANDARD
25. TACK COAT SHALL BE APPLIED OVER ROADWAY SURFACE PRIOR TO PAVEMENT INSTALLATION. TACK COAT SHALL BE PG 64-10
PAVING ASPHALT OR SS-1H EMULSIFIED ASPHALT PER "GREEN BOOK" REQUIREMENTS.
26. ONE SACK SLURRY MIX SHALL BE USED FOR BACKFILL. ALL SLURRY BACKFILLS WILL REQUIRE 72 HOURS OF CURE TIME.
TRAFFIC CONTROL NOTE:
CONTRACTOR SHALL SET UP TEMPORARY TRAFFIC CONTROL SHOWN ON ACCOMPANYING TRAFFIC CONTROL PLAN PER MUTCD AND/ OR
WATCH MANUAL (LATEST EDITIONS). PREFERENCE AT THE DISCRETION OF THE GOVERNING MUNICIPALITY.
jrios@inland-enginerring.com
JUAN RIOS
EX. VAULTV
COUNTY OF SAN DIEGO DPW "100% SUBMITTAL FOR
UTILITY RELOCATE" PLANS
C O
O L V
A L L E
Y R
D
POLE# P295578
POLE# Z295618
1" - 3 EYE ANCHOR
20' LEAD
POLE# Z295619
POLE# P295580
KEYS CREEK
KEYS CREEK
- INTERSECTION
131+10 COLE GRADE RD
10+00 COOL VALLEY RD
COLE GRADE RD
EXIST. FENCE LINE
P R
IV
A
T E
R D
POLE# P415288
POLE# P239407
VICINITY MAP N.T.S. NORTH
POLE# P32297
POLE# P112885
NOTE:
CONTRACTOR TO SET UP A TEMPORARY
TRAFFIC CONTROL PER MUTCD OR WATCH
MANUAL (LATEST EDITION)
WORK DURATION:
05 DAYS
CONSTRUCTION NOTES:
1 AERIAL CABLE INSTALLATION FUTURE TEMPORARY POLES ................. 6,072 L.F.
2 PLACE NEW 1" - 3 EYE ANCHOR PER ................................................................. 6 EA.
6,072'
0'
6,072'
SCOPE OF WORK:
CABLE INSTALLATION
TOTAL FOOTAGE
CABLE INSTALLATION THRU EXISTING
UNDERGROUND CONDUIT
AERIAL CABLE INSTALLATION
ON EXISTING POLES
TOTAL # OF VAULTS
TOTAL # OF POLES
V
AutoCAD SHX Text 131+00
AutoCAD SHX Text 132+00
AutoCAD SHX Text 133+00
AutoCAD SHX Text 134+00
AutoCAD SHX Text 135+00
AutoCAD SHX Text 136+00
AutoCAD SHX Text 130+00
AutoCAD SHX Text 10+00
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AutoCAD SHX Text N
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WORK AREA:
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27701 SCOTT RD, STE 104
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MENIFEE, CA 92586
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TEL: 951.458.9901
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MATCH LINE "A" SEE SHEET 02 OF 04
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SIDEWALK
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SIDEWALK
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LANDSCAPE
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LANDSCAPE
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LANDSCAPE
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LANDSCAPE
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DG PATHWAY
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PED RAMPS
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PED RAMPS
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- INTERSECTION INTERSECTION
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C/L
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AutoCAD SHX Text R/W bmehtlan Ellipse bmehtlan Line bmehtlan Line bmehtlan Typewritten Text X bmehtlan Callout FCO No. 2 SDG&E Deleted this pole and added pole in red bmehtlan Ellipse bmehtlan Callout Mediacom added pole here since they could not attach to the Transmission Pole bmehtlan Typewritten Text X bmehtlan Typewritten Text X bmehtlan Polygon bmehtlan Callout Ciupitu Property
R/W RIGHT OF WAY
SHEET 02 OF 04
PROJECT:
IES# COLE GRADE RD - PHASE 1
SAN DIEGO
COUNTY
WORK LOCATION:
COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &
W OAK GLEN RD
CONCRETE PAVING
INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY
TARGET/SERVICE ADDRESS:
COLE GRADE RD, VALLEY CENTER, CA 92082
1373 OLD TEMESCAL RD, CORONA, CA 92881
TEL: 951.277.0800 FAX: 951.277.5300
DESIGNER OWNER
1-800-422-4133 AT
LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
TICKET#
DIGALERTEXCAVATION LEGEND - GENERAL
PROP. VAULTV
PROP. BORE PIT
PROP. JOINT TRENCH
PROP. POTHOLE
PROP. PEDESTALP
EX. HANDHOLE / SCE VENT
EX. UTILITY HOLE
EX. LIGHT POLE
EX. TREE
EX. VAULT / PEDESTAL / CABINET
COMPASS EXCAVATION PLAN
DESIGNED BY: INLAND ENGINEERING SERVICES
DRAFTED BY: INLAND ENGINEERING SERVICES
TEL. NUMBER: (951) 277-0800
PERMIT COORDINATOR:
EMAIL:
EX. TELEPHONE POLE
EX. FIRE HYDRANT
ANCHOR
THOMAS GUIDE PG GRID # XXXXXXXXXX
SUBSTRUCTURE MAP # XXXXXXXXXX
CADASTRAL MAP # XXXXXXXXXX
PLANS & PROFILES # XXXXXXXXXX
SEWER INDEX # XXXXXXXXXX
REFERENCES
TOTAL WORK DURATION: XX/XX/XXXX
jrios@inland-enginerring.com
JUAN RIOS
EX. VAULTV
COUNTY OF SAN DIEGO DPW "100% SUBMITTAL FOR
UTILITY RELOCATE" PLANS SCALE: 1"=30'
EX. SDG&E & JOINT TRENCH
REVISION DATE: 07/11/2024
HILLDALE RD
- INTERSECTION
144+68 COLE GRADE RD
10+00 HILLDALE RD
COLE GRADE RD
POLE# P295594
POLE# P295595 POLE# P295596
POLE# Z113302
1 1
COOL VALLEY RANCH RD
- INTERSECTION
137+42 COLE GRADE RD
10+00 COOL VALLEY RANCH RD
COLE GRADE RD
POLE# Z295620
POLE# P295581
POLE# Z295621
POLE# P295592
1 11
NOTE:
CONTRACTOR TO SET UP A TEMPORARY
TRAFFIC CONTROL PER MUTCD OR WATCH
MANUAL (LATEST EDITION)
WORK DURATION:
05 DAYS
6,072'
0'
6,072'
SCOPE OF WORK:
CABLE INSTALLATION
TOTAL FOOTAGE
CABLE INSTALLATION THRU EXISTING
UNDERGROUND CONDUIT
AERIAL CABLE INSTALLATION
ON EXISTING POLES
TOTAL # OF VAULTS
TOTAL # OF POLES
V
POLE# P295593
1" - 3 EYE ANCHOR
20' LEAD
CONSTRUCTION NOTES:
1 AERIAL CABLE INSTALLATION FUTURE TEMPORARY POLES ................. 6,072 L.F.
2 PLACE NEW 1" - 3 EYE ANCHOR PER ................................................................. 6 EA.
AutoCAD SHX Text 144+00
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27701 SCOTT RD, STE 104
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MENIFEE, CA 92586
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TEL: 951.458.9901
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MATCH LINE "B" SEE SEE ABOVE RIGHT
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LANDSCAPE
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SIDEWALK
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SIDEWALK
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- INTERSECTION INTERSECTION
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DG PATHWAY
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DG PATHWAY
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SWALE
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DG PATHWAY
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DG PATHWAY
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MATCH LINE "C" SEE SHEET 03 OF 04
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MATCH LINE "B" SEE SHEET BELOW LEFT
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AutoCAD SHX Text R/W bmehtlan Ellipse bmehtlan Callout Mediacom added pole here since they could not attach to the Transmission Pole bmehtlan Ellipse bmehtlan Typewritten Text X bmehtlan Line bmehtlan Callout FCO No. 2 SDG&E Did not Install this pole bmehtlan Line bmehtlan Callout FCO No. 2 SDG& E moved the location of this pole bmehtlan Line
V
C&G CURB & GUTTER
R/W RIGHT OF WAY
SHEET 03 OF 04
PROJECT:
IES# COLE GRADE RD - PHASE 1
SAN DIEGO
COUNTY
WORK LOCATION:
COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &
W OAK GLEN RD
CONCRETE PAVING
INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY
TARGET/SERVICE ADDRESS:
COLE GRADE RD, VALLEY CENTER, CA 92082
1373 OLD TEMESCAL RD, CORONA, CA 92881
TEL: 951.277.0800 FAX: 951.277.5300
DESIGNER OWNER
1-800-422-4133 AT
LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
TICKET#
DIGALERTEXCAVATION LEGEND - GENERAL
PROP. VAULTV
PROP. BORE PIT
PROP. JOINT TRENCH
PROP. POTHOLE
PROP. PEDESTALP
EX. HANDHOLE / SCE VENT
EX. UTILITY HOLE
EX. LIGHT POLE
EX. TREE
EX. VAULT / PEDESTAL / CABINET
COMPASS EXCAVATION PLAN
DESIGNED BY: INLAND ENGINEERING SERVICES
DRAFTED BY: INLAND ENGINEERING SERVICES
TEL. NUMBER: (951) 277-0800
PERMIT COORDINATOR:
EMAIL:
EX. TELEPHONE POLE
EX. FIRE HYDRANT
ANCHOR
THOMAS GUIDE PG GRID # XXXXXXXXXX
SUBSTRUCTURE MAP # XXXXXXXXXX
CADASTRAL MAP # XXXXXXXXXX
PLANS & PROFILES # XXXXXXXXXX
SEWER INDEX # XXXXXXXXXX
REFERENCES
TOTAL WORK DURATION: XX/XX/XXXX
jrios@inland-enginerring.com
JUAN RIOS
EX. VAULTV
COUNTY OF SAN DIEGO DPW "100% SUBMITTAL FOR
UTILITY RELOCATE" PLANS SCALE: 1"=30'
EX. SDG&E & JOINT TRENCH
REVISION DATE: 07/11/2024
COLE GRADE RD
MARGARITA LN
POLE# P295600
POLE# P295562
1" - 3 EYE ANCHOR
20' LEAD
POLE# P2955752
POLE# P295564
COLE GRADE RD
POLE# P295597
POLE# P295598
1" - 3 EYE ANCHOR
20' LEAD
POLE# P295599
1" - 3 EYE ANCHOR
20' LEAD
POLE# P614936
POLE# P719303
1 1
POLE# P295565
NOTE:
CONTRACTOR TO SET UP A TEMPORARY
TRAFFIC CONTROL PER MUTCD OR WATCH
MANUAL (LATEST EDITION)
WORK DURATION:
05 DAYS
6,072'
0'
6,072'
SCOPE OF WORK:
CABLE INSTALLATION
TOTAL FOOTAGE
CABLE INSTALLATION THRU EXISTING
UNDERGROUND CONDUIT
AERIAL CABLE INSTALLATION
ON EXISTING POLES
TOTAL # OF VAULTS
TOTAL # OF POLES
V
CONSTRUCTION NOTES:
1 AERIAL CABLE INSTALLATION ON
FUTURE TEMPORARY POLES ............................... 6,072 L.F.
2 PLACE NEW 1" - 3 EYE ANCHOR PER ........................... 6 EA.
AutoCAD SHX Text 156+00
AutoCAD SHX Text 157+00
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27701 SCOTT RD, STE 104
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MENIFEE, CA 92586
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TEL: 951.458.9901
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MATCH LINE "D" SEE ABOVE RIGHT
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LANDSCAPE
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PED RAMPS
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MATCH LINE "E" SEE SHEET 04 OF 04
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MATCH LINE "C" SEE SHEET 02 OF 04
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MATCH LINE "D" SEE BELOW LEFT
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SIDEWALK
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SHEET 04 OF 04
PROJECT:
IES# COLE GRADE RD - PHASE 1
SAN DIEGO
COUNTY
WORK LOCATION:
COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &
W OAK GLEN RD
CONCRETE PAVING
INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY
TARGET/SERVICE ADDRESS:
COLE GRADE RD, VALLEY CENTER, CA 92082
1373 OLD TEMESCAL RD, CORONA, CA 92881
TEL: 951.277.0800 FAX: 951.277.5300
DESIGNER OWNER
1-800-422-4133 AT
LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
TICKET#
DIGALERTEXCAVATION LEGEND - GENERAL
PROP. VAULTV
PROP. BORE PIT
PROP. JOINT TRENCH
PROP. POTHOLE
PROP. PEDESTALP
EX. HANDHOLE / SCE VENT
EX. UTILITY HOLE
EX. LIGHT POLE
EX. TREE
EX. VAULT / PEDESTAL / CABINET
COMPASS EXCAVATION PLAN
DESIGNED BY: INLAND ENGINEERING SERVICES
DRAFTED BY: INLAND ENGINEERING SERVICES
TEL. NUMBER: (951) 277-0800
PERMIT COORDINATOR:
EMAIL:
EX. TELEPHONE POLE
EX. FIRE HYDRANT
ANCHOR
THOMAS GUIDE PG GRID # XXXXXXXXXX
SUBSTRUCTURE MAP # XXXXXXXXXX
CADASTRAL MAP # XXXXXXXXXX
PLANS & PROFILES # XXXXXXXXXX
SEWER INDEX # XXXXXXXXXX
REFERENCES
TOTAL WORK DURATION: XX/XX/XXXX
jrios@inland-enginerring.com
JUAN RIOS
EX. VAULTV
COUNTY OF SAN DIEGO DPW "100% SUBMITTAL FOR
UTILITY RELOCATE" PLANS SCALE: 1"=30'
EX. SDG&E & JOINT TRENCH
REVISION DATE: 07/11/2024
OAK MEADOW RD
COLE GRADE RD
WHITE STAR LN
(PRIVATE RD)
POLE# P295566
POLE# P295567 POLE# P295568
POLE# P295569
POLE# Z518435
POLE# P295570
NOTE:
CONTRACTOR TO SET UP A TEMPORARY
TRAFFIC CONTROL PER MUTCD OR WATCH
MANUAL (LATEST EDITION)
WORK DURATION:
05 DAYS
POLE# P716935
1" - 3 EYE ANCHOR
18' LEAD
POLE# P117104
POLE# N/T
6,072'
0'
6,072'
SCOPE OF WORK:
CABLE INSTALLATION
TOTAL FOOTAGE
CABLE INSTALLATION THRU EXISTING
UNDERGROUND CONDUIT
AERIAL CABLE INSTALLATION
ON EXISTING POLES
TOTAL # OF VAULTS
TOTAL # OF POLES
V
CONSTRUCTION NOTES:
1 AERIAL CABLE INSTALLATION FUTURE TEMPORARY POLES ................. 6,072 L.F.
2 PLACE NEW 1" - 3 EYE ANCHOR PER ................................................................. 6 EA.
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27701 SCOTT RD, STE 104
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MENIFEE, CA 92586
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TEL: 951.458.9901
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MATCH LINE "E" SEE SHEET 03 OF 04
File details come from the government source that posted it. Updated .