rfb_13199_utility_plans_mediacom_20A.pdf

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Attached to
RFB - COLE GRADE ROAD IMPROVEMENTS PHASE 1
Solicitation number
BPM013199
Issued by
California

About this file

Written by GovTribe AI ·

This is a utility relocation plan set for the County of San Diego Department of Public Works prepared by Inland Engineering Services, Inc. for the Cole Grade Road Phase 1 project, which involves concrete paving work on Cole Grade Road between Cool Valley Ranch Road and West Oak Glen Road in Valley Center, California. The project includes utility infrastructure installation for Mediacom, specifically fiber optic cable conduit placement and associated vaults. The scope of work encompasses approximately 6,781 linear feet of joint trench with PVC Schedule 40 conduit, 1,675 linear feet of open trench with PVC conduit for Mediacom-only fiber optic cable installation, installation of 36 twenty-four-inch by thirty-six-inch Mediacom vaults (hand dig only), placement of one Mediacom node pedestal and one power supply meter pedestal, six tie-ins to existing poles, and 176 linear feet of PVC conduit installation through a county bridge over Keys Creek. The plans were revised as of April 16, 2026, and are designated as a 100 percent submittal for utility relocation.

The project specifications require adherence to the latest editions of Caltrans Standard Specifications (2025), California Occupational Safety and Health standards, and California Manual on Uniform Traffic Control Devices. All conduit shall be Schedule 40 PVC unless otherwise specified, with Schedule 80 material required for sweeps to poles. Contractors must notify Underground Service Alert at least two working days prior to starting work and are responsible for pot-holing to verify existing utility depths and protecting all underground lines, whether shown on plans or not. Work includes concrete saw cutting, conduit placement with one-sack slurry backfill requiring seventy-two hours of cure time, removal and replacement of damaged pavement and landscaping, and installation of non-skid steel plates for trench crossings. The contractor assumes full responsibility for job site conditions, safety, and indemnification, with the designer located at 1373 Old Temescal Road, Corona, California.

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V V V

V

V

V

C/L CENTER LINE

C&G CURB & GUTTER

R/W RIGHT OF WAY

SHEET 01 OF 06

PROJECT:

IES# COLE GRADE RD - PHASE 1

SAN DIEGO

COUNTY

WORK LOCATION:

COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &

W OAK GLEN RDCONCRETE PAVING

INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY

SCALE: 1"=30'

TARGET/SERVICE ADDRESS:

COLE GRADE RD, VALLEY CENTER, CA 920821373 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: 04/16/2026EX. TELEPHONE POLE

EX. FIRE HYDRANT

ANCHOR

THOMAS GUIDE PG GRID # XXXXXXXXXX

SUBSTRUCTURE MAP # XXXXXXXXXX

CADASTRAL MAP # XXXXXXXXXX

PLANS & PROFILES # XXXXXXXXXX

SEWER INDEX # XXXXXXXXXX

REFERENCES

VICINITY MAP N.T.S. NORTH

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 2025.

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.

27. EXCEPT FOR CONDUIT BENDS IDENTIFIED ABOVE, THE CONTRACTOR MAY UTILIZE SHADING AROUND CONDUITS AND NATIVE

BACKFILL ABOVE SHADING THAT IS COMPLIANT WITH COUNTY SPECIFICATIONS AND SDG&E 2026 UNDERGROUND CONSTRUCTION

STANDARDS.

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

COLE GRADE RD

- INTERSECTION

131+13 COLE GRADE RD

10+00 COOL VALLEY RD

COUNTY OF SAN DIEGO DPW "100% SUBMITTAL FOR

UTILITY RELOCATE" PLANS

KEYS CREEK

PRIVATE ST

TIE INTO EX.

POLE# P239407

129+81

COOL VALLEY RD

PROP. 24"x36"

CATV VAULT

133+57

PROP. 24"x36"

CATV VAULT

129+87

2 1

1 2 2

PROP. 24"x36"

CATV VAULT

134+62

TIE INTO EX.

POLE# P294979

12+12

PROP. 24"x36"

CATV VAULT

12+02

PROP. 24"x36"

CATV VAULT

131+73

TIE INTO EX.

POLE# P295884 6

PROP. 24"x36"

CATV VAULT6

AutoCAD SHX Text

COOL VALLEY RANCH RD

AutoCAD SHX Text 131+00

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WORK AREA:

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MATCH LINE "A" SEE SHEET 2

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- INTERSECTION INTERSECTION

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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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CONSTRUCTION NOTES: 1. JOINT TRENCH TO PLACE PVC (SCH-40) CONDUIT FOR JOINT TRENCH TO PLACE PVC (SCH-40) CONDUIT FOR FIBER OPTIC CABLE INSTALLATION.SEE SHEET 06 FOR DETAIL .................. 6,781 L.F. 2. (MEDIACOM ONLY) OPEN TRENCH TO PLACE PVC (SCH-40) CONDUIT FOR (MEDIACOM ONLY) OPEN TRENCH TO PLACE PVC (SCH-40) CONDUIT FOR FIBER OPTIC CABLE INSTALLATION. SEE SHEET 06 FOR DETAIL ................ 1,675 L.F. 3. NOT USED NOT USED 4. TIE INTO EXISTING POLE TIE INTO EXISTING POLE (RISER LOCATION & SIZE PER MAKE-READY) .................................................... 6 EA. 5. PLACE 24"X36 (MEDIACOM) NODE PED .............................................................. 1 EA. PLACE 24"X36 (MEDIACOM) NODE PED .............................................................. 1 EA. 6. PLACE 24"x36" (MEDIACOM) VAULT (HAND DIG ONLY) .................................... 36 EA. PLACE 24"x36" (MEDIACOM) VAULT (HAND DIG ONLY) .................................... 36 EA. 7. PLACE NEW (MEDIACOM) POWER SUPPLY MTR PED ........................................ 1 EA. PLACE NEW (MEDIACOM) POWER SUPPLY MTR PED ........................................ 1 EA. 8. (MEDIACOM) PVC (SCH-40) CONDUIT INSTALATION THROUGH BRIDGE (MEDIACOM) PVC (SCH-40) CONDUIT INSTALATION THROUGH BRIDGE PER COUNTY OF SAN DIEGO - COLE GRADE ROAD BRIDGE OVER KEYS CREEK PLANS ........................................................................................ 176 L.F.

V

V

C/L CENTER LINE

C&G CURB & GUTTER

R/W RIGHT OF WAY

SHEET 02 OF 06

PROJECT:

IES# COLE GRADE RD - PHASE 1

SAN DIEGO

COUNTY

WORK LOCATION:

COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &

W OAK GLEN RDCONCRETE PAVING

INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY

TARGET/SERVICE ADDRESS:

COLE GRADE RD, VALLEY CENTER, CA 920821373 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

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

COLE GRADE RD

COOL VALLEY RANCH RD

- INTERSECTION

137+32 COLE GRADE RD

10+00 COOL VALLEY RANCH RD

PROP. 24"x36"

CATV VAULT

136+70

PROP. 24"x36"

CATV VAULT

141+18

2 2

PROP. 24"x36"

CATV VAULT

138+25

PROP. 24"x36"

CATV VAULT

139+27

2 1

REVISION DATE: 04/16/2026

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PROPOSED INTERCEPT

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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 1

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STABILIZED DG PKWY

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SWALE

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OPEN TRENCH

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MEDIACOM ONLY

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OPEN TRENCH

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VV

V

V

V

V V

VV

V

C/L CENTER LINE

C&G CURB & GUTTER

R/W RIGHT OF WAY

SHEET 03 OF 06

PROJECT:

IES# COLE GRADE RD - PHASE 1

SAN DIEGO

COUNTY

WORK LOCATION:

COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &

W OAK GLEN RDCONCRETE PAVING

INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY

TARGET/SERVICE ADDRESS:

COLE GRADE RD, VALLEY CENTER, CA 920821373 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

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

HILLDALE RD

COLE GRADE RD

- INTERSECTION

144+58 COLE GRADE RD

10+00 HILLDALE RD

PROP. 24"x36"

CATV VAULT

144+65

6 PROP. 24"x36"

CATV VAULT

146+00

2 2 PROP. 24"x36"

CATV VAULT

147+82

PROP. 24"x36"

CATV VAULT

145+35

PROP. 24"x36"

CATV VAULT

146+84

PROP. 24"x36"

CATV VAULT

11+26

PROP. 24"x36"

CATV VAULT

11+63

TIE INTO EX.

POLE# P294981

11+88 4

2 1

PROP. 24"x36"

CATV VAULT

150+53

PROP. 24"x36"

CATV VAULT

151+10

PROP. 24"x36"

CATV VAULT

151+99

PROP. 24"x36"

CATV VAULT

151+75

21 12

1 1

REVISION DATE: 04/16/2026

AutoCAD SHX Text

HILLDALE RD

AutoCAD SHX Text 144+00

AutoCAD SHX Text 145+00

AutoCAD SHX Text 146+00

AutoCAD SHX Text 147+00

AutoCAD SHX Text 148+00

AutoCAD SHX Text 149+00

AutoCAD SHX Text 151+00

AutoCAD SHX Text 152+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 150+00

AutoCAD SHX Text P298984

AutoCAD SHX Text N

AutoCAD SHX Text

27701 SCOTT RD, STE 104

AutoCAD SHX Text

MENIFEE, CA 92586

AutoCAD SHX Text

TEL: 951.458.9901

AutoCAD SHX Text 2"

AutoCAD SHX Text 147'

AutoCAD SHX Text

IN JOINT TRENCH

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MATCH LINE "B" SEE SHEET 2

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MATCH LINE "C" SEE SHEET 4

AutoCAD SHX Text C/L

AutoCAD SHX Text R/W

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AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text C/L

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text

- INTERSECTION INTERSECTION

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SWALE

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STABILIZED DG PKWY

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SWALE

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STABILIZED DG PKWY

AutoCAD SHX Text

STABILIZED DG PATHWAY

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AutoCAD SHX Text 2"

AutoCAD SHX Text 36'

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OPEN TRENCH

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MEDIACOM ONLY

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MEDIACOM ONLY

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MEDIACOM ONLY

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OPEN TRENCH

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OPEN TRENCH

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MEDIACOM ONLY

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OPEN TRENCH

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MEDIACOM ONLY

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MEDIACOM ONLY

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VAULT TO JOINT TRENCH

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MEDIACOM ONLY

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VAULT TO JOINT TRENCH

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OPEN TRENCH

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MEDIACOM ONLY

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OPEN TRENCH

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MEDIACOM ONLY

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MEDIACOM ONLY

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MEDIACOM ONLY

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MEDIACOM ONLY

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MEDIACOM ONLY

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VAULT TO JOINT TRENCH

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OPEN TRENCH

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MEDIACOM ONLY

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AutoCAD SHX Text 156'

IN JOINT TRENCH

V VV

V

C/L CENTER LINE

C&G CURB & GUTTER

R/W RIGHT OF WAY

SHEET 04 OF 06

PROJECT:

IES# COLE GRADE RD - PHASE 1

SAN DIEGO

COUNTY

WORK LOCATION:

COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &

W OAK GLEN RDCONCRETE PAVING

INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY

TARGET/SERVICE ADDRESS:

COLE GRADE RD, VALLEY CENTER, CA 920821373 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

jrios@inland-enginerring.com

JUAN RIOS

EX. VAULTV

MARGARITA LN

COUNTY OF SAN DIEGO DPW "100% SUBMITTAL FOR

UTILITY RELOCATE" PLANS SCALE: 1"=30'

EX. SDG&E & JOINT TRENCH

- INTERSECTION

157+92 COLE GRADE RD

10+00 MARGARITA LN

COLE GRADE RD

PROP. 24"x36"

CATV VAULT

154+82

2 2

PROP. 24"x36"

CATV VAULT

157+97

PROP. 24"x36"

CATV VAULT

10+73

PROP. 24"x36"

CATV VAULT

158+56

PROP. 24"x36"

CATV VAULT

156+40

PROP. 24"x36"

CATV VAULT

156+54

REVISION DATE: 04/16/2026

AutoCAD SHX Text 153+00

AutoCAD SHX Text 154+00

AutoCAD SHX Text 155+00

AutoCAD SHX Text 156+00

AutoCAD SHX Text 157+00

AutoCAD SHX Text 158+00

AutoCAD SHX Text 159+00

AutoCAD SHX Text 160+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text

PROPOSED INTERCEPT

AutoCAD SHX Text P294985

AutoCAD SHX Text C/L

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text N

AutoCAD SHX Text

27701 SCOTT RD, STE 104

AutoCAD SHX Text

MENIFEE, CA 92586

AutoCAD SHX Text

TEL: 951.458.9901

AutoCAD SHX Text

MATCH LINE "C" SEE SHEET 4

AutoCAD SHX Text

MATCH LINE "D" SEE SHEET 05

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text

STABILIZED DG PKWY

AutoCAD SHX Text

SWALE

AutoCAD SHX Text C/L

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text

STABILIZED DG PATHWAY

AutoCAD SHX Text

- INTERSECTION INTERSECTION

AutoCAD SHX Text

STABILIZED DG PKWY

AutoCAD SHX Text

SWALE

AutoCAD SHX Text

STABILIZED DG PKWY

AutoCAD SHX Text

SWALE

AutoCAD SHX Text

STABILIZED DG PATHWAY

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 33'

AutoCAD SHX Text

VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 32'

AutoCAD SHX Text

VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 140'

AutoCAD SHX Text

IN JOINT TRENCH

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 88'

AutoCAD SHX Text

IN JOINT TRENCH

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 4'

AutoCAD SHX Text

VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 396'

AutoCAD SHX Text

IN JOINT TRENCH

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 13'

AutoCAD SHX Text

VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 20'

AutoCAD SHX Text

VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 298'

AutoCAD SHX Text

IN JOINT TRENCH

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 20'

AutoCAD SHX Text

VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

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AutoCAD SHX Text 14'

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VAULT TO JOINT TRENCH

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OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

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IN JOINT TRENCH

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AutoCAD SHX Text 20'

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VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

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AutoCAD SHX Text 12'

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VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

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AutoCAD SHX Text 68'

AutoCAD SHX Text

IN JOINT TRENCH

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AutoCAD SHX Text 2"

AutoCAD SHX Text

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VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

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AutoCAD SHX Text

IN JOINT TRENCH

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AutoCAD SHX Text 2"

AutoCAD SHX Text 26'

AutoCAD SHX Text

VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

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AutoCAD SHX Text 2"

AutoCAD SHX Text 20'

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VAULT TO JOINT TRENCH

AutoCAD SHX Text

OPEN TRENCH

AutoCAD SHX Text

MEDIACOM ONLY

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AutoCAD SHX Text 2"

AutoCAD SHX Text 115'

AutoCAD SHX Text

IN JOINT TRENCH

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AutoCAD SHX Text 2"

AutoCAD SHX Text 104'

V V

P VP

V

V V

V

V

V

C/L CENTER LINE

C&G CURB & GUTTER

R/W RIGHT OF WAY

SHEET 05 OF 06

PROJECT:

IES# COLE GRADE RD - PHASE 1

SAN DIEGO

COUNTY

WORK LOCATION:

COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &

W OAK GLEN RDCONCRETE PAVING

INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY

TARGET/SERVICE ADDRESS:

COLE GRADE RD, VALLEY CENTER, CA 920821373 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

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

OAK MEADOW RD

(PRIVATE RD)

W H

IT

E

ST

AR

L N

(P R

IV

AT

E R

D

COLE GRADE RD

COLE GRADE RD

PROP. 24"x36"

CATV VAULT

163+10

PROP. 24"x36"

CATV VAULT

162+94

PROP. 24"x36"

CATV VAULT

164+39

PROP. 24"x36"

CATV VAULT

161+02

1 1

PROP. POWER SUPPLY

MTR PED RELOCATION

168+50

EX. POWER SUPPLY

REMOVE AND RELOCATE

PROP. 24"X36"

NODE PEDESTAL

168+55

PROP. 24"x36"

CATV VAULT

168+60

PROP. 24"x36"

CATV VAULT

170+28

PROP. 24"x36"

CATV VAULT

11+53

TIE INTO EX.

POLE# P294986

11+58

TIE INTO EX.

POLE# P295321

173+05

PROP. 24"x36"

CATV VAULT

172+95

COLE GRADE RD

2 2

PROP. 24"x36"

CATV VAULT

166+08

PROP. 24"x36"

CATV VAULT

169+71

REVISION DATE: 04/16/2026

AutoCAD SHX Text

WHITE STAR LN (PRIVATE)

AutoCAD SHX Text 161+00

AutoCAD SHX Text 162+00

AutoCAD SHX Text 163+00

AutoCAD SHX Text 164+00

AutoCAD SHX Text 165+00

AutoCAD SHX Text 166+00

AutoCAD SHX Text 167+00

AutoCAD SHX Text 168+00

AutoCAD SHX Text 169+00

AutoCAD SHX Text

EX POLE

AutoCAD SHX Text

EX POLE

AutoCAD SHX Text

EX POLE

AutoCAD SHX Text 170+00

AutoCAD SHX Text 171+00

AutoCAD SHX Text 172+00

AutoCAD SHX Text 173+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text N

AutoCAD SHX Text

27701 SCOTT RD, STE 104

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MENIFEE, CA 92586

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TEL: 951.458.9901

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C/L CENTER LINE

C&G CURB & GUTTER

R/W RIGHT OF WAY

SHEET 06 OF 06

PROJECT:

IES# COLE GRADE RD - PHASE 1

SAN DIEGO

COUNTY

WORK LOCATION:

COLE GRADE RD BETWEEN COOL VALLEY RANCH RD &

W OAK GLEN RDCONCRETE PAVING

INLAND ENGINEERING SERVICES, INC.CITY BOUNDARY

TARGET/SERVICE ADDRESS:

COLE GRADE RD, VALLEY CENTER, CA 920821373 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

jrios@inland-enginerring.com

JUAN RIOS

EX. VAULTV

VARIES

VARIES

TRENCH - LANDSCAPE - DETAIL

N.T.S

3"

MIN3"

MIN

CONTRACTOR TO VERIFY

DEPTH OF ALL UTILITY

CROSSINGS AND KEEP A MIN

OF 12" CLEARANCE

LANDSCAPE SURFACE

WORK TO BE COMPLETED

BY SAN DIEGO COUNTY

CONTRACTOR.

EXISTING

LANDSCAPE

M

IN

C O

VE

R

M

IN

M

IN

PROPOSED

PVC CONDUIT

C&G

TAMPER TAPE

BACKFILL VIBRATED

TO 95% COMPACTION

M

IN

C O

VE

R

6"

VARIES

M

IN

C O

VE

R

6"

VARIES

3"

MIN

3"

MIN

SURFACE WORK TO BE

COMPLETED BY SAN DIEGO

COUNTY CONTRACTOR.

CURB &

GUTTER

CONTRACTOR TO

VERIFY DEPTH OF ALL

UTILITY CROSSINGS AND

KEEP A MIN OF 12"

CLEARANCE

SAWCUT EDGES

M

IN

*NOTE:

WHERE CUT IS 24” OR LESS FROM THE EDGE OF AN EXISTING PATCH, CURB & GUTTER, CONCRETE

PAVEMENT, CONCRETE CROSSWALKS AND/OR DECORATIVE PAVERS, REMOVE THE EXISTING A.C.

BETWEEN THE CUT AND THIS EDGE AND REPLACE.

EXISTING

ASPHALT

AT A MIN. MATCH

EXISTING ASPHALT

THICKNESS

12" A.B. @ 95%

COMPACTION

TRENCH - ASPHALT - DETAIL

N.T.S

COUNTY OF SAN DIEGO DPW "100% SUBMITTAL FOR

UTILITY RELOCATE" PLANS SCALE: 1"=30'

EX. SDG&E & JOINT TRENCH

DE SDG&E

MT T

E E

E E

MT T

E E

E E

VARIES

VARIES

TRENCH - LANDSCAPE - DETAIL

N.T.S

3"

MIN

3"

MINCONTRACTOR TO VERIFY

DEPTH OF ALL UTILITY

CROSSINGS AND KEEP A MIN

OF 12" CLEARANCE

LANDSCAPE TO BE

REPLACED TO ORIGINAL

SURFACE

EXISTING

LANDSCAPE

M

IN

C O

VE

R

M

IN

M

IN

PROPOSED

PVC CONDUIT

C&G

TAMPER TAPE

BACKFILL VIBRATED

TO 95% COMPACTION

M

IN

C O

VE

R

6"

VARIES

M

IN

C O

VE

R

6"

VARIES

3"

MIN

3"

MIN

*REMOVE AND REPLACE

EXISTING A.C IF REMNANT

IS 2' OR LESS AND REPLACE

CURB &

GUTTER

CONTRACTOR TO

VERIFY DEPTH OF ALL

UTILITY CROSSINGS AND

KEEP A MIN OF 12"

CLEARANCE

SAWCUT EDGES

M

IN

*NOTE:

WHERE CUT IS 24” OR LESS FROM THE EDGE OF AN EXISTING PATCH, CURB & GUTTER, CONCRETE

PAVEMENT, CONCRETE CROSSWALKS AND/OR DECORATIVE PAVERS, REMOVE THE EXISTING A.C.

BETWEEN THE CUT AND THIS EDGE AND REPLACE.

EXISTING

ASPHALT

AT A MIN. MATCH

EXISTING ASPHALT

THICKNESS

12" A.B. @ 95%

COMPACTION

PROPOSED

PVC CONDUIT

1 SACK SLURRY

OR APPROVED BACKFILL

MATERIALS

TRENCH - ASPHALT - DETAIL

N.T.S

(OR APPROVED EQUAL TO)

(OR APPROVED EQUAL TO)

REVISION DATE: 04/16/2026

PROPOSED

PVC CONDUIT

1 SACK SLURRY

OR APPROVED BACKFILL

MATERIALS

AutoCAD SHX Text N

AutoCAD SHX Text

27701 SCOTT RD, STE 104

AutoCAD SHX Text

MENIFEE, CA 92586

TEL: 951.458.9901

File details come from the government source that posted it. Updated .