TALLEYRAND AVE., KENNEDY SUBSTATION

JEA PROJECT NO. 8008418

LOCATION MAP

N.T.S.

NN

69kV CIRCUIT 680

UNDERGROUND

RECONDUCTOR

CONSTRUCTION DRAWINGS

FOR

501 Riverside Avenue, Suite 501 Jacksonville, FL 32202

904.398.8636 www.chenmoore.com

PROJECT LOCATION

4215 TALLEYRAND AVE.

JACKSONVILLE, FL 32206

ISSUED FOR BID

NOT FOR CONSTRUCTION

05/26/26

GN-1GENERAL NOTES

PLAN

VRK

FGB

JDH

FGB

DRAWING INDEX

SHEET TITLE NUMBER

GN-1 GENERAL NOTES

GN-2 GENERAL NOTES

KS-1 KEY PLAN

CD-1 STANDARD DETAILS

CD-2

ESMT-1

D-1 RISER DEMOLITION DETAILS

E-1 CABLE BONDING & GROUNDING SCH. DIAGRAM

E-2

E-3 MANHOLE STRUCTURE DETAILS

E-4 CABLE SPLICING & RACKING DETAILS WITHIN M.H.

E-5 TERMINATION DETAILS

E-6 MISCELLANEOUS DETAILS

STANDARD DETAILS

TEMPORARY CONSTRUCTION EASEMENT OVERVIEW

CABLE BONDING & GROUNDING SCH. DIAGRAM

PP-1 PLAN & PROFILE

PP-2 PLAN & PROFILE

PP-3 PLAN & PROFILE

TD-1 TRANSMISSION RISER POLE CONNECTION & OPEN CUT DETAILS

TD-2 SUBSTATION RISER CONNECTION & OPEN CUT DETAILS

ENGINEERING RECORD

BY DATESTATUS

ASSIGNED

DESIGNED

CHECKED

APP'D

NO. REVISION DATE BY CH'D APP'D

SCALE: Building Community PROJECT DESIGN SEGMENT 20410

DRAWN

PROJECT NO.

DRAWING NO.

SHEET NO.

8008418

69KV CIRCUIT 680 UNDERGROUND RECONDUCTOR

TALLEYRAND AVE., KENNEDY SUBSTATION

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THE OFFICIAL RECORD OF

THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY

SIGNED AND SEALED

UNDER RULE

61G15-23.004, F.A.C.501 Riverside Avenue, Suite 501

Jacksonville, FL 32202 904.398.8636 www.chenmoore.com 02 OF 20N.T.S.

COVER COVER SHEET 01 OF 20

1. PROJECT SPECIFICATIONS FORM AN INTEGRAL PART OF THE PROJECT CONSTRUCTION DOCUMENTS AND SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

2. LOCATION

a. THE WORK WILL TAKE PLACE IN DUVAL COUNTY, FLORIDA, FROM THE JEA DILLON SUBSTATION

NORTH AND EAST ALONG A CITY OF JACKSONVILLE RIGHT OF WAY. SEE SHEET KS-1 FOR

PROJECT KEY PLAN. CONTRACTOR SHALL COORDINATE WITH THE JEA, FOR ACCESS TO PROJECT

SITE.

b. SURVEY INFORMATION: DISTANCES AND COORDINATES ARE EXPRESSED IN US SURVEY FEET UNLESS

SPECIFIED OTHERWISE.

3. THE CONTRACTOR SHALL PROVIDE THE SERVICES OF A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR CONSTRUCTION LAYOUT AND AS-BUILT SURVEYS. SEE SPECIFICATION

SECTION 011721.

4. CONTRACTOR SHALL MAINTAIN A SAFE WORKING ENVIRONMENT IN CONFORMANCE WITH ALL APPLICABLE

OSHA STANDARDS, NATIONAL ELECTRIC SAFETY CODE, AND JEA SAFETY REQUIREMENT.

5. JEA HIGH VOLTAGE PERSONNEL WILL ACCOMPLISH ALL SWITCHING REQUIRED FOR CONTRACTOR'S

WORK. CONTRACTOR SHALL NOTIFY JEA A MINIMUM OF 48 HOURS PRIOR TO NEEDING CIRCUIT

SWITCHING.

6. CONTRACTOR SHALL PROVIDE ALL MATERIALS FOR THE PERFORMANCE AND COMPLETION OF THIS

PROJECT.

7. UNLESS OTHERWISE INDICATED, PROVIDE SHALL MEAN TO FURNISH AND INSTALL.

8. UNDERGROUND UTILITIES HAVE BEEN LOCATED BY REFERRING TO ALL KNOWN RECORD DRAWINGS, BY CONFERRING WITH JEA UTILITY PERSONNEL, TOPOGRAPHIC SURVEY AND BY VISUAL OBSERVATIONS ALONG THE ROUTE. OTHER UNDERGROUND UTILITIES NOT FOUND OR SHOWN MAY BE PRESENT. THE LOCATIONS OF UTILITIES SHOWN ARE TO BE CONSIDERED APPROXIMATE ONLY, AND THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES INDICATED AND SHALL USE EXTREME CAUTION WHEN EXCAVATING. ALL DIRECT BURIED CONDUIT AND MANHOLE SYSTEMS SHOWN ARE BASED ON DESIGN DATA. CONTRACTOR SHALL COORDINATE END OF CABLES BASED ON EXISTING UTILITY LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR RECORDING AS BUILT INFORMATION BASED ON ACTUAL CONDITIONS, NOT DESIGN

DATA.

9. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE STATE ONE CALL OF FLORIDA, INC. (811) AT LEAST 2 BUSINESS DAYS IN ADVANCE OF CONSTRUCTION, FOR LOCATION MARKING OR FLAGGING OF UNDERGROUND FACILITIES BEFORE EXCAVATING. THE LOCATIONS OF THE UTILITIES

SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE

CONSIDERED APPROXIMATE ONLY. WHERE UNDERGROUND FACILITIES ARE IN CLOSE PROXIMITY TO A PROPOSED POLE, ANCHORS, OR MANHOLE & DUCTS, THE CONTRACTOR SHALL HAND-DIG THE TOP 4-FEET TO EXPOSE THE UTILITY, AND SHALL TAKE ALL STEPS NECESSARY TO AVOID DAMAGE. THE

CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE CAUSED TO SUCH UTILITY FACILITIES.

10. CONTRACTOR SHALL HAND DIG WHERE UTILITY CONFLICTS OCCUR IN ORDER TO LOCATE CONFLICTS

PRIOR TO WORK COMMENCEMENT.

11. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW

GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR.

12. "CAUTION" GAS LINES IN AREA. CONTACT GAS UTILITY FOR LOCATION PRIOR TO EXCAVATION.

13. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NATIONAL

ELECTRICAL CODE AND OSHA 1910 AS APPLICABLE.

14. LEAVE ALL EQUIPMENT IN A SAFE CONDITION AT THE END OF EACH WORKDAY. FOLLOW ALL MANUFACTURERS RECOMMENDATIONS AND PRACTICES FOR EQUIPMENT AND PERSONNEL SAFETY IN

ACCORDANCE WITH OSHA 1926.

15. ALL AREAS DISTURBED DURING WORK OF THIS PROJECT SHALL BE RESTORED TO THE ORIGINAL CONDITION. CONTRACTOR MUST REPLACE AND MATCH EXISTING LANDSCAPING REMOVED FOR THIS PROJECT. MATERIALS USED SHALL BE APPROVED BY JEA. ANY SOD, GRASS OR TOP SOIL REMOVED

BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH JEA SPECIFICATIONS.

16. EQUIPMENT SHALL BE NEMA RATED AND LISTED BY NATIONALLY RECOGNIZED LAB OF MATERIALS

SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED.

17. IRRIGATION 4'' AND LARGER PIPING CONFLICTS ARE TO BE FIELD VERIFIED FOR LOCATION AND AVOIDED IF POSSIBLE BY ALTERING PROFILE. IF AVOIDANCE IS NOT POSSIBLE, CUTTING AND REROUTING OF 4'' AND LARGER LINE SHALL BE PERMITTED FOLLOWING NOTIFICATION OF OWNER. 3''

AND SMALLER CONFLICTS SHALL BE CUT AND REPAIRED AS ENCOUNTERED THROUGHOUT THIS

PROJECT.

18. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL PERMITS AND MUST COMPLY WITH THE NATIONAL

ELECTRIC CODE (NEC).

19. THE ELECTRICAL DETAILS WITHIN THIS SET OF DRAWINGS SUPERCEDES ANY DETAIL IN THE JEA

STANDARDS.

20. CONTRACTOR SHALL PROVIDE LABOR AND MATERIALS TO CUT, PATCH OR REPAIR ALL ROADS, SIDEWALKS, DRIVEWAYS, PARKING LOTS, WALKWAYS, HARDSCAPES, CART PATHS AND FIRE LANES INVOLVED WITH THIS PROJECT. CONTRACTOR SHALL MATCH EXISTING ONCE WORK IS COMPLETED IN THESE AREAS. MATERIALS USED SHALL BE APPROVED BY JEA PROJECT MANAGEMENT. REPAIR SHALL

BE EQUIVALENT TO FDOT AND COJ (CITY OF JACKSONVILLE) CASE ID P409.

25. ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE DEEMED REUSABLE, SALVAGEABLE OR RECYCLABLE SHALL REMAIN THE PROPERTY OF THE OWNER UPON REMOVAL AND SHALL BE TURNED OVER TO JEA PROJECT MANAGEMENT AND DELIVERED TO DESIGNATED JEA LOCATION. UNUSABLE MATERIALS AND CONSTRUCTION DEBRIS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.

MATERIALS CLASSIFIED AS HAZARDOUS, SHALL BE HANDLED AND DISPOSED OF IN ACCORDANCE WITH JEA APPROVED AND ACCEPTED SAFETY PROCEDURES AND THE LAW. WHEN HAZARDOUS MATERIALS

ARE DESTROYED, PROVIDE CERTIFICATE OF DESTRUCTION.

26. CONTRACTOR SHALL CONFIRM PROJECT, CONDUIT AND EQUIPMENT ELEVATIONS WITH JEA PROJECT MANAGEMENT AND ANY APPLICABLE SITE CONTRACTORS PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY SOIL TRANSPORT THROUGHOUT THIS PROJECT TO MEET

THE REQUIRED ELEVATIONS.

27. CONTRACTOR SHALL BE RESPONSIBLE FOR APPROPRIATE SEDIMENT CONTROL DUE TO CONSTRUCTION

ACTIVITIES.

28. CONTRACTOR SHALL PROVIDE AN EROSION CONTROL PLAN, GROUND WATER DISCHARGE AND DRILLING

BY PRODUCT DISPOSAL. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PERMITS AND NOTICES

REQUIRED.

29. CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING. THE CONTRACTOR SHALL COMPLY WITH THE

PROVISIONS OF THE TRENCH SAFETY ACT AND OSHA STANDARDS WHICH SHALL APPLY TO THIS

PROJECT. TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

30. ELECTRICAL MANHOLES ARE CONFINED SPACES AND CONTRACTOR SHALL COMPLY WITH ALL OSHA

REQUIREMENTS FOR ENTERING CONFINED SPACES.

31. CONTRACTOR SHALL PROVIDE LABOR AND MATERIALS TO IMMEDIATELY REPAIR ALL DAMAGE CAUSED TO

EQUIPMENT AND SYSTEM GROUNDS AND NOT WAIT UNTIL PROJECT IS COMPLETED.

32. CONTRACTOR SHALL PROVIDE A SYSTEM GROUND WITH ALL DIRECTIONAL DRILLS AND DIRECT BURIED

CONDUIT WORK THROUGHOUT THIS PROJECT.

33. CONTRACTOR SHALL PROVIDE TRENCH BOX RECEIVING PITS AT ALL DIRECTIONAL DRILLS BEGINNING AND ENDING POINTS AS TO AVOID CONFLICTS WITH OTHER UTILITIES & IN REACHING THE SURFACE.

34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS FOR

CONSTRUCTION OPERATIONS WITHIN THE CITY AND COUNTY ROAD RIGHT-OF-WAY.

35. CONTRACTOR SHALL COMPLY WITH FDOT MOT STANDARD PLANS AND THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES. NOTIFY JEA OF ANY POSSIBLE EXCEPTIONS PRIOR TO ANY

CONSTRUCTION. VEHICLE TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. NO PEDESTRIAN PATHWAY IS TO BE REMOVED, BLOCKED, OR DISTURBED WITHOUT HAVING A SUFFICIENT DESIGNATED TEMPORARY PEDESTRIAN PATHWAY WITH ALL APPROPRIATE PEDESTRIAN WORK ZONE SIGNS, CURB RAMPS WITH DETECTABLE WARNINGS, AND PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICES (INDEX 102-660) IN

PLACE PRIOR TO THE PATHWAY BEING AFFECTED.

36. SIGNS AND BARRICADES NOT OTHERWISE SHOWN OR DETAILED IN THESE PLANS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "STANDARD PLANS" INDEXES 102-100 THRU 102-680 (FY 2021-22 EDITION) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES.

37. AT LEAST ONE LANE OF TRAFFIC WILL BE OPEN AT ALL TIMES. WHENEVER TRAFFIC IS REDUCED TO ONE LANE, MEET THE REQUIREMENTS OF FDOT "STANDARD PLANS" INDEX 102-603 AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". NO LANE CLOSURES ARE ALLOWED WITHOUT 48 HOUR

NOTIFICATION TO JEA AND PRIOR APPROVAL BY THE JEA INSPECTOR.

38. CONTRACTOR SHALL HAVE A CERTIFIED MOT EMPLOYEE ON SITE.

39. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE OWNER. AT LEAST 48

HOURS ADVANCE COORDINATION IS REQUIRED.

40. CONTRACTOR SHALL CONTACT THE OWNER MINIMUM 72 HOURS BEFORE ANY CONSTRUCTION.

41. MATERIAL MANUFACTURERS AND STOCK NUMBERS SHOWN ARE RECOMMENDATIONS AS TO FORM, FIT AND QUALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE APPROPRIATE MATERIAL AS INDICATED AND ALL ANCILLARY MATERIAL NECESSARY FOR A COMPLETE AND FUNCTIONING SYSTEM TO MEET INDUSTRY STANDARDS. THE QUANTITIES PROVIDED ARE AN ESTIMATE, THE CONTRACTOR IS

RESPONSIBLE FOR ALL QUANTITY TAKE OFFS.

GENERAL NOTES

E-7 CABLE & CONDUIT SCHEDULES AND MAJOR EQUIPMENT BOM 20 OF 20

ISSUED FOR BID

COJ MILL AND OVERLAY

REPLACEMENT

FULL DEPTH TRENCH AND PAVEMENT

1. CAUTION: ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE LOCATED PRIOR TO CONSTRUCTION.

2. VEGETATION CLEARING WILL BE KEPT TO THE ABSOLUTE MINIMUM NECESSARY FOR CONSTRUCTION.

3. MATERIAL RESULTING FROM EXCAVATION WILL NOT BE PLACED IN SUCH A MANNER THAT IT IS DISPERSED BY CURRENT OR OTHER FORCES. THE MATERIAL SHOULD BE

COLLECTED AND CONTAINED AT ONE SITE AS APPROPRIATE.

4. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MATS OR LOW GROUND PRESSURE EQUIPMENT USED DURING CONSTRUCTION TO LIMIT SOIL

DISTURBANCE TO THE MINIMUM AREA REQUIRED TO INSTALL THE UTILITY.

5. NO STAGING AREAS OR TEMPORARY ACCESS ROADS WILL BE PLACED IN WETLANDS

6. APPROPRIATE SILTATION AND EROSION CONTROLS WILL BE USED AND MAINTAINED IN EFFECTIVE OPERATING CONDITION DURING CONSTRUCTION, AND ALL EXPOSED

SOIL AND FILLS WILL BE PERMANENTLY STABILIZED AT THE EARLIEST PRACTICABLE DATE.

7. SEDIMENT CONTROL FENCE (SILT FENCE) SHOULD BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE CONSTRUCTION. SILT FENCE WILL BE INSTALLED ALONG AND WITHIN THE RIGHT-OF-WAY LINE (12 FT. AWAY FROM THE EDGE OF THE RIGHT-OF-WAY), IF A BODY OF WATER OR POTENTIAL WETLAND IS LOCATED WITHIN 60 FT.

FROM THE EDGE OF THE RIGHT-OF-WAY. ANY OTHER SITUATIONS WILL BE APPROVED BY ENGINEER.

8. WHEN CONSTRUCTING IN WETLANDS, THE TOP 6 TO 12 INCHES OF THE TRENCH WILL BE BACK FILLED WITH TOP SOIL FROM THE TRENCH.

9. EXCESS MATERIAL WILL BE REMOVED FROM THE WETLAND AND PLACE ON UPLAND AREAS IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.

10. EXPOSED SLOPES OF STREAM BANKS WILL BE RESTORED TO THEIR ORIGINAL CONTOURS AND STABILIZED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.

11. ANY TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS RETURNED TO THEIR PRE-EXISTING ELEVATION.

12. ANY DISTURBED AREA WILL BE RESEEDED WITH NATIVE GRASS SEED, AND SEDIMENT CONTROL FENCE SHOULD BE REMOVED IMMEDIATELY UPON COMPLETION OF

CONSTRUCTION.

13. WHEN CONSTRUCTING IN CITY LIMITS, ALL ROADWAY DRAINS, SUCH AS INLETS NEAR CURBS OR DROP INLETS ON ROADWAYS WHICH ARE LOCATED WITHIN THE RIGHT-OF-WAY, SHALL BE PROTECTED WITH TYPICAL INLET SEDIMENT FILTERS. THESE FILTERS WILL BE REMOVED IMMEDIATELY UPON COMPLETION OF

CONSTRUCTION.

14. ALL CABLE MARKERS TO BE PLACED AS FAR BACK TO RIGHT-OF-WAY LINE AS POSSIBLE.

15. DRAWING DISCLAIMER: FACILITY LOCATIONS ARE GENERAL IN NATURE. ENGINEER WILL NOT BE HELD ACCOUNTABLE FOR THE ACCURACY OF THE INFORMATION PROVIDED ON THESE DRAWINGS. CONTRACTOR MUST LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.

16. SEE EROSION CONTROL DETAILS ON SHEETS CD-1 AND CD-2.

CITY OF JACKSONVILLE EROSION CONTROL NOTES

CURB REMOVAL AND REPLACEMENT

ASPHALT ACCESS ROAD REPLACEMENT

UNPAVED ROAD REPLACEMENT

DRIVEWAY REPAIR - GRASS

DRIVEWAY REPAIR - GRAVEL

DRIVEWAY REPAIR - ASPHALT/CONCRETE

EXISTING 69kV CIRCUIT 679 TO BE ABANDONED

EXISTING 69kV CIRCUIT 679 TO BE DEMOLISHED

CITY ELECTRIC POLE

DITCH BOTTOM INVERT

CORRUGATED METAL PIPE ARCH

CORRUGATED METAL PIPE

CI CAST IRON

ELEV

EOP

ELEVATION

EDGE OF PAVEMENT

L

CEP

CONC

C

CONCRETE

CENTER LINE

CULVERT

CUT

DI

DW OR DR

DBI

C C&G

CULV

CMPA

CMP

CONST

DUCTILE IRON

DRIVEWAY

CURB & GUTTER

CONSTRUCTION

L

BC

CB

BM

B

AG

BOTTOM OF CURVE

CATCH BASIN

BENCH MARK

BASE LINE

ALLEY GRATE

STATION

SIDE WALK

WATER MAIN

VITRIFIED CLAY

WATER VALVE

BURIED TELEPHONE

BURIED ELECTRIC

TERRA COTTA PIPE

OVERHEAD TELEPHONEOT

PRM

NOT TO SCALE

OVERHEAD ELECTRIC

HEAD WALL

GAS VALVEGV

HDPE

HW

LEFT

IRON PIPE

INVERT

INTERSECTION

MANHOLE

IP

LT

INV

INT

OHE

NTS

MH

HIGH CURBHC

STA

S/W

WM

VC

BT

BE

WV

USC & GS

TCP

RATE

RADIUS

ROOF DRAIN

RIGHT OF WAY

RIGHT

POLYVINYL CHLORIDE

FIRE HYDRANT

EXPANSION JOINT

FILL

GAS LINE

GALVANIZED

FLOW LINE

FH

F

ERCP

GALV / GLV

G

LF

EXP JT

r

R

RCP

PVC

RD

R/W

RT

UNITED STATES COASTAL &

GEODETIC SURVEY

PERMANENT REFERENCE

MONUMENT

ELLIPTICAL REINFORCED

CONC. PIPE

HIGH DENSITY

POLYETHYLENE PIPE

ASBESTOS CEMENTAC

MAIL BOXMB

WPP WOOD POWER POLE

WTP WOOD TELEPHONE POLE

WOOD LIGHT POLEWLP

FORCE MAINFM

SPOT ELEVATION

LIMITS OF CONSTRUCTION

DITCH OR SWALE

RIGHT OF WAY LINE

6' CHAIN LINK 6' CHAIN LINK

L.O.C.

FENCE (HEIGHT & MAT'L.

INDICATED)

WPP

OR

OR

SHRUBBUSH, SHRUB OR HEDGE

TREE, SIZE & TYPE INDICATED

TEST HOLE (NUMBER INDICATED)

SOIL BORING (NUMBER INDICATED)

GAS VALVE

SIGN - TYPE INDICATED

TELEPHONE BOX

CONCRETE MONUMENT

WATER METER WITH TOUCHREAD

WATER METER

MAIL BOX

CATV BOX

POWER POLE

WOOD POWER POLE

TRAFFIC SIGNAL POLE

IRON PIPE

GUY WIRE

CM

OR

12" O

CATV

TI.P.

(WITH LIGHT)

(WITH LIGHT)

ABBREVIATIONS:

GENERAL LEGEND

EXISTING PROPOSED

UTILITY SYMBOLS

ASPHALT OR CONCRETE CORE SAMPLE

(NUMBER INDICATED)

CONCRETE POWER POLECPP

GW-XXGROUND MONITORING WELL

REINFORCED CONCRETE PIPE

TOP OF PIPETOP

SILT BERM

SILT FENCE

B-XX

A-XX

TH-XX

COJ CITY OF JACKSONVILLE

FIBER OPTIC CABLE UNDERGROUNDFO & FOC

FIBER OPTIC TOWER CLOUDFOTC

UNDERGROUND

UNKNOWNUNK

STREET LIGHT POWERSL

OUTSIDE DIAMETEROD

INSIDE DIAMETERID

ST JOHNS RIVER WATERSJRWMD

MANAGEMENT DISTRICT

HDD HORIZONTAL DIRECTIONAL DRILL

CATV CABLE TV UNDERGROUND

BOLLARD/POST (AS NOTED)

SANITARY MANHOLE

TELEPHONE MANHOLE

DRAINAGE MANHOLE

ELECTRIC MANHOLE

SAN

TEL

SD

E

UNKNOWN MANHOLE

WATER WATER VALVE COVER

WATER METER

WATER

WATER VALVE

NON-POTABLE WATER VALVE

POST (AS NOTED)

NPW

UTILITY SERVICE BOX

WF D-20

WETLAND FLAG

BENCHMARK (NUMBER INDICATED)

BM-XX

CONTROL POINT (NUMBER INDICATED)

CP-XX

EXPLORATORY HOLE (NUMBER INDICATED)

EH-XX

HDD PIT AREA

TEMPORARY SAMPLE TEST TAP

FLUSHING MANUAL AIR RELEASE VALVE/

REDUCER

FIRE HYDRANT

GATE VALVE

CULVERT (SIZE &

CULVERT W/ENDWALLS (SIZE &

MAT'L. INDICATED)

MAT'L. INDICATED)

CATCH BASIN

STORM DRAIN GRATE

DRAIN PIPE

18" CMP

D D

UNDERGROUND CABLE TV

UNDERGROUND GAS LINE

BURIED TELEPHONE

BURIED ELECTRIC LINE

BURIED FIBER OPTIC

OVERHEAD ELECTRIC LINE

UNDERGROUND UNKNOWN UTILITY

18" CMP

EXISTING PROPOSED

UTILITY SYMBOLS (CONT.)

(100.00)

100.00

MB

SIGN

PPPP

PPPP

TS

WM

WM(TR)

W

GAS

MRKRGAS MARKER

RE RECLAIMED WATER

IRRIGATION PIPEIRR

ELECTRIC POLE OR S.B.T.

POLE (WOOD)

ELECTRIC POLE OR S.B.T.

POLE (CONC.)

GRAVITY SEWER

(SIZE & MAT'L. INDICATED)

SEWER FORCE MAIN

(SIZE & MAT'L. INDICATED)

S S

10" PVC

8" PVC

(SIZE & MAT'L. INDICATED)

WATER MAIN

W

6" PVC

24" RCPSTORM SEWER

(SIZE & MAT'L. INDICATED)

12" RCP

SD

RECLAIMED WATER

(SIZE & MAT'L. INDICATED)

10" PVC

GOPHER TORTOISE BURROW

UNDERGROUND CONDUIT

VERTICAL POINT OF CURVATUREVPC

VERTICAL POINT OF TANGENCYVPT

Reducer ftg

PLAN

ENGINEERING RECORD

BY DATESTATUS

ASSIGNED

DESIGNED

CHECKED

APP'D

NO. REVISION DATE BY CH'D APP'D

SCALE: Building Community PROJECT DESIGN SEGMENT 20410

DRAWN

PROJECT NO.

DRAWING NO.

SHEET NO.

8008418

69KV CIRCUIT 680 UNDERGROUND RECONDUCTOR

TALLEYRAND AVE., KENNEDY SUBSTATION

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THE OFFICIAL RECORD OF

THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY

SIGNED AND SEALED

UNDER RULE

61G15-23.004, F.A.C.501 Riverside Avenue, Suite 501

Jacksonville, FL 32202 904.398.8636 www.chenmoore.com N.T.S. 03 OF 20

GENERAL NOTES GN-2

VRK

FGB

JDH

FGB

NORTH ARROW

BOTTOM OF CONDUIT

DIRECT BURY CONDUIT SECTION

DIRECTIONAL DRILLED SECTION

FL STATUE 556 (1993) REQUIRES

MIN. OF 2 DAYS AND MAX. OF 5

DAYS NOTICE BEFORE YOU EXCAVATE.

1-800-432-4770

TOLL FREE

"CALL SUNSHINE"

INVESTIGATE

BEFORE YOU

EXCAVATE

BOTTOM OF CONDUIT

DIRECT BURY CONDUIT SECTION

SYMBOLS

FL STATUE 556 (1993) REQUIRES

MIN. OF 2 DAYS AND MAX. OF 5

DAYS NOTICE BEFORE YOU EXCAVATE.

1-800-432-4770

TOLL FREE

"CALL SUNSHINE"

INVESTIGATE

BEFORE YOU

EXCAVATE

1(A)-NEW CABLE "1" IS

SPLICED TO EXISTING

CABLE "A"

REFERENCE NOTE3

A

1(A)

SECTION AND DETAIL REFERENCES

A

A

DRAWING ON WHICH SECTION,

ELEVATION OR DETAIL IS FOUND

DASH INDICATES ON SAME SHEET

DESIGNATION

FOR DETAILS

LETTER FOR

ELEVATIONS

LETTER FOR

SECTIONS

SECTION ELEVATION DETAIL

SPARE

DUCT

LETTER INDICATES EXISTING CABLE

CONDUIT FOR GROUNDING

CONDUCTOR

NUMBER INDICATES NEW CABLE

REMOVE EXISTING CABLE,

PROVIDE NEW CABLE

BOTTOM OF DUCT

SPARESP

1. CONTRACTOR TO OBTAIN ALL REQUIRED RIGHT-OF-WAY PERMITS.

2. CONTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT AREA UNLESS SPECIFICALLY SHOWN ON PLANS

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CONSUMPTIVE USE PERMIT (C.U.P.) THROUGH THE ST. JOHNS WATER

MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED.

4. THE FLORIDA DEPARTMENT OF TRANSPORTATION AND C.O.J. ARE TO BE NOTIFIED

IN ADVANCE OF CONSTRUCTION PER THEIR RESPECTIVE PERMIT CONDITIONS.

5. ALL WORK SHALL BE IN ACCORDANCE WITH BID DOCUMENTS AND CITY OF JACKSONVILLE STANDARD

SPECIFICATIONS AND DETAILS AND ALL APPLICABLE STATE AND LOCAL REGULATIONS.

6. THE CONTRACTOR SHALL NOTIFY APPLICABLE UTILITY CONTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO

CONSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS.

7. TREE PROTECTION SHALL BE IN ACCORDANCE WITH JACKSONVILLE ORDINANCE CODE 656 AND/OR AS DETAILED ON SPECIFIC PLAN SHEETS. NO TRIMMING OF OVERHANGING TREE LIMBS WILL BE ALLOWED.

USE SMALLER EQUIPMENT IF NECESSARY.

8. THE CONTRACTOR SHALL LOCATE THE DRAINAGE INLET STRUCTURES IN THE PROJECT AREA AND ERECT SEDIMENTATION CONTROL DEVICES AS NECESSARY PER THE CITY OF JACKSONVILLE STORMWATER

POLLUTION PREVENTION PLAN.

9. CONTRACTOR TO COORDINATE WORK WITH OTHER UTILITIES DURING CONSTRUCTION.

PERMIT REQUIREMENTS (NOT ALL INCLUSIVE):

1. WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS LESS THAN THE TRENCH DEPTH, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL TO SECURE POWER POLES. THE CONTACTS FOR JEA ARE AS

FOLLOWS:

NORTHSIDE~EAST of US-1 MIKE CORBITT @ 665-7991 (mobile 662-0635) NORTHSIDE~WEST of US-1 ANDY YEAGER @ 665-7998 (mobile 662-0622) NORTHSIDE~BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557) SOUTHSIDE~SOUTH of BEACH BLVD. TOM KERNS @ 665-6847 (mobile 860-1687) SOUTHSIDE~NORTH of BEACH BLVD. DERYL BASFORD @ 665-6855 (mobile 662-0616) SOUTHSIDE~BACKUP EDDIE GALES @ 665-6855 (mobile 662-0616) A MINIMUM OF SEVEN (7) WORKING DAYS NOTICE IS REQUIRED FOR AN OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE

REQUIRED WORK. ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR ANY REQUIRED WORK TO BE ACCOMPLISHED.

INSTALLATION NOTES:

2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDED TO AVOID CONTACT.

EXISTING UTILITIES SHALL BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCH METHODS MAY INCLUDE BUT SHALL NOT BE LIMITED TO "SOFT DIG" EQUIPMENT AND GROUND PENETRATING RADAR (GPR). THE EXCAVATOR SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO THE CITY'S/JEA'S

INFRASTRUCTURE AND THE EXISTING FACILITIES OF OTHER UTILITY COMPANIES.

3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, OTHER STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

EXISTING UTILITY PROTECTION:

1. IN ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES OCCURRING IN THE FDOT AND COJ

RIGHT-OF-WAY AND EASEMENTS, THE CONTRACTOR SHALL PREVENT DAMAGES TO EXISTING UTILITIES CAUSED

EXCAVATION, VERIFICATION MAY BE PERFORMED DURING THE CONTRACTORS WORK. IN THE CASE OF DIRECTIONAL DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING EQUIPMENT.

BY HIS WORK THROUGH FIELD VERIFICATION OF THE LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF OPEN

ISSUED FOR BID

SS

13.36

13.36 13.61

13.76 13.87

.4

.3

.4

.2

.1

.0

SS

T

.9

G

F

.0

.0

24" (NW

) INV. 7.55'

24" (SE) INV. 7.58'

15" (E.) INV. 7.60'

24" RCP (STM)

24" RCP (STM)

" R

CP

24" (NW) INV. 9.14'

24" (SE) INV. 8.56'

15" (E.) INV. 8.50'

15" R C

P

24" RCP

15" (W.) INV. 8.61'

15" (NW) INV. 9.83'

24" (SE) INV. 9.58'

SAN. M

H

RIM

15.00'

6" (W .) I

NV. 8

.74'

6" ( E.) I

NV. 9

.28'

SAN. M

ANHOLE

RIM

15.45'

E IN

V. 7

.80'

EX. S

IGN ON

CONCRETE

EX. S

IGN ON

CONCRETE

B.F.P.

8' C

LF

8' C

LF

6' C

LF

6' C

LF

8' CLF

6' CLF

6' C

LF

6' C

LF

8' C

LF

8' CLF

GATE

8' CLF

6' CLF

8' CLF

6' CLF

15" RCP

15" (N.) INV. 9.34'

ASPHALT

ASPH.

EX. G

RAVEL

.9

.9

14.15

G

14.01

13.85

13.76

G

F E

E

13.61 G

13.46

13.30

13.39

13.60

13.46 13.43

D

T

(E.) INV. 7.39'

STM. M.H.

RIM 13.48'

BOTTOM

GATE

6' CLF

CONTROL BOXON CONCRETE

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

2.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

2.

8' CLF

6' CLF

6' CLF

GATE

GATE

GATE

PEDESTRIAN

CROSSING

SIGNAL

SHUTOFF

VALVE

WPP WITH

STREET LIGHT

WPP WITH

STREET LIGHT

ST

BENCHMARK #2

FOUND NAIL AND DISK

STAMPED "LB4603"

NORTHING: 2192853.75',

EASTING: 458122.24'

ELEVATION 13.72' (NAVD 88)

BENCHMARK #1

FOUND NAIL AND DISK

STAMPED "L

B4603"

NORTHING: 2

193098.93', EASTING: 4

57758.23'

ELEVATIO

N 14.89' (N

AVD 88)

RAILROAD TRACKS

N 10°37'15" W 271.90'

BC 15.42'

EP 14.98'

BC 15.43'

EP 15.00'

BC 1

5.

EP 1

5.

B C

5.

E P

5.

BC 15.65'

EP 15.21'

B C

5.

E P

5.

BC 15.64'

EP 15.20'

BC 15.63'

EP 15.14'

BC 15.64'

EP 15.21'

BC

5.

E

P

5.

B C

4.

FL

4.

E P

4.

B C

4.

FL

4.

E P

4.

B C

4.

FL

4.

E

P

4.

B C

5.

FL

4.

E P

4.

B C

4.

FL

4.

E P

4.

B C

4.

FL

4.

E

P

4.

B C

3.

FL

3.

E

P

3.

B C

4.

FL

4.

E

P

4.

B C

4.

FL

3.

E

P

4.

B C

4.

FL

3.

E

P

3.

B C

3.

FL

3.

E

P

3.

B C

3.

FL

3.

E

P

3.

BC

3.

FL

2.

E P

3.

BC

3.

FL

3.

E P

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

3.

6" R

CP (S

AN.)

6" R

CP (S

AN.)

E

6" R

CP (S

AN.)

COULD NOT FIND

ADJA

CENT STRUCTURE

ASPH.

8' C

LF

WPP

CONC. P

P

WPP

WPP

F.H.

F.H.

15" R

CP (STM)

CONC. P

P

CONC. P

P

CONC. PP

CONC. PP

EX. C

ONC.

EX. A

SPH.

EX. G

RAVEL

EX. ASPH.

EX. ASPH.

ASPH.

EX. CONC.

(BROKEN)

ASPH. ASPH.

WPP (ABANDONED)

SW

SW

SW

SW

ASPH.

ASPH.

GATE

ASPH.

ASPH.

SW

SW

ASPH.

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.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

ASPH.

CONT.BOX

SHED

EX. CONC.

EX.

BOLLARDS

CB

CB

CB

ASPH.

CONC.

24" RCP

24" RCP (STM)

CB TOP 12.64'

15" (W

.) INV. 8.33'

15" (

SE) IN

V. 1 0.21'

27" R

CP (S

TM)

DRAINAGE MANHOLE

RIM 13.48'

BOTTOM 3.93'

(FULL OF WATER)

INVERTS

UNOBTAINABLE

STO

RM S

EW

ER

LO

CATE

D B Y G

PR

CB

CB

CB

CONC. PP

ASPH.

ASPH.

SW

SW

SW

SW

ASPH.

ASPH.

ASPH.

SW

ASPH.

SW

ASPH.

ASPH.

CONC.

SW

WPP

WPP

WPP

WPP

CONC. PP

CONC. PP

ASPHALT

CONC. PP

CONC.PP

24" RCP (STM)

ASPHALT

EX. ASPH.

EX. ASPH.

EX. ASPH.

24" RCP (STM)

SW

SW

SW

SW

SW

N 83°3 1'45" W

10.49'

S 06°2 8'15" W

.00'

N 83°3 1'45" W

86.31'

N 83°3 1'45" W

10.49'

N 06°28'15" E

3.00'

N 83°3 1'45" W

91.99'

RADIUS 211.00'

ARC= 268.45'

CHORD 250.74'

N 47°04'30" W

RADIUS 277.00'

ARC= 352.48'

CHORD 329.17'

N 47°04'30" W

N 10°37'15" W 271.90'

RADIUS 211.00'

ARC= 268.45'

CHORD 250.74'

N 47°04'30" W

RADIUS 277.00'

ARC= 352.48'

CHORD 329.17'

N 47°04'30" W

(S

TM

(STM

SS

13.36

13.36 13.61

13.76 13.87

.4

.3

.4

.2

.1

.0

SS

T

.9

G

F

.0

.0

24" (NW

) INV. 7.55'

24" (SE) INV. 7.58'

15" (E.) INV. 7.60'

24" RCP (STM)

24" RCP (STM)

" R

CP

24" (NW) INV. 9.14'

24" (SE) INV. 8.56'

15" (E.) INV. 8.50'

15" R C

P

24" RCP

15" (W.) INV. 8.61'

15" (NW) INV. 9.83'

24" (SE) INV. 9.58'

SAN. M

H

RIM

15.00'

6" (W .) I

NV. 8

.74'

6" ( E.) I

NV. 9

.28'

SAN. M

ANHOLE

RIM

15.45'

E IN

V. 7

.80'

EX. S

IGN ON

CONCRETE

EX. S

IGN ON

CONCRETE

B.F.P.

8' C

LF

8' C

LF

6' C

LF

6' C

LF

8' CLF

6' CLF

6' C

LF

6' C

LF

8' C

LF

8' CLF

GATE

8' CLF

6' CLF

8' CLF

6' CLF

15" RCP

15" (N.) INV. 9.34'

ASPHALT

ASPH.

EX. G

RAVEL

.9

.9

14.15

G

14.01

13.85

13.76

G

F E

E

13.61 G

13.46

13.30

13.39

13.60

13.46 13.43

D

T

(E.) INV. 7.39'

STM. M.H.

RIM 13.48'

BOTTOM

GATE

6' CLF

CONTROL BOXON CONCRETE

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

2.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

2.

8' CLF

6' CLF

6' CLF

GATE

GATE

GATE

PEDESTRIAN

CROSSING

SIGNAL

SHUTOFF

VALVE

WPP WITH

STREET LIGHT

WPP WITH

STREET LIGHT

ST

BENCHMARK #2

FOUND NAIL AND DISK

STAMPED "LB4603"

NORTHING: 2192853.75',

EASTING: 458122.24'

ELEVATION 13.72' (NAVD 88)

BENCHMARK #1

FOUND NAIL AND DISK

STAMPED "L

B4603"

NORTHING: 2

193098.93', EASTING: 4

57758.23'

ELEVATIO

N 14.89' (N

AVD 88)

RAILROAD TRACKS

N 10°37'15" W 271.90'

BC 15.42'

EP 14.98'

BC 15.43'

EP 15.00'

BC 1

5.

EP 1

5.

B C

5.

E P

5.

BC 15.65'

EP 15.21'

B C

5.

E P

5.

BC 15.64'

EP 15.20'

BC 15.63'

EP 15.14'

BC 15.64'

EP 15.21'

BC

5.

E

P

5.

B C

4.

FL

4.

E P

4.

B C

4.

FL

4.

E P

4.

B C

4.

FL

4.

E

P

4.

B C

5.

FL

4.

E P

4.

B C

4.

FL

4.

E P

4.

B C

4.

FL

4.

E

P

4.

B C

3.

FL

3.

E

P

3.

B C

4.

FL

4.

E

P

4.

B C

4.

FL

3.

E

P

4.

B C

4.

FL

3.

E

P

3.

B C

3.

FL

3.

E

P

3.

B C

3.

FL

3.

E

P

3.

BC

3.

FL

2.

E P

3.

BC

3.

FL

3.

E P

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

2.

BC

3.

FL

2.

EP

3.

6" R

CP (S

AN.)

6" R

CP (S

AN.)

E

6" R

CP (S

AN.)

COULD NOT FIND

ADJA

CENT STRUCTURE

ASPH.

8' C

LF

WPP

CONC. P

P

WPP

WPP

F.H.

F.H.

15" R

CP (STM)

CONC. P

P

CONC. P

P

CONC. PP

CONC. PP

EX. C

ONC.

EX. A

SPH.

EX. G

RAVEL

EX. ASPH.

EX. ASPH.

ASPH.

EX. CONC.

(BROKEN)

ASPH. ASPH.

WPP (ABANDONED)

SW

SW

SW

SW

ASPH.

ASPH.

GATE

ASPH.

ASPH.

SW

SW

ASPH.

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.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

ASPH.

CONT.BOX

SHED

EX. CONC.

EX.

BOLLARDS

CB

CB

CB

ASPH.

CONC.

24" RCP

24" RCP (STM)

CB TOP 12.64'

15" (W

.) INV. 8.33'

15" (

SE) IN

V. 1 0.21'

27" R

CP (S

TM)

DRAINAGE MANHOLE

RIM 13.48'

BOTTOM 3.93'

(FULL OF WATER)

INVERTS

UNOBTAINABLE

STO

RM S

EW

ER

LO

CATE

D B Y G

PR

CB

CB

CB

CONC. PP

ASPH.

ASPH.

SW

SW

SW

SW

ASPH.

ASPH.

ASPH.

SW

ASPH.

SW

ASPH.

ASPH.

CONC.

SW

WPP

WPP

WPP

WPP

CONC. PP

CONC. PP

ASPHALT

CONC. PP

CONC.PP

24" RCP (STM)

ASPHALT

EX. ASPH.

EX. ASPH.

EX. ASPH.

24" RCP (STM)

SW

SW

SW

SW

SW

N 83°3 1'45" W

10.49'

S 06°2 8'15" W

.00'

N 83°3 1'45" W

86.31'

N 83°3 1'45" W

10.49'

N 06°28'15" E

3.00'

N 83°3 1'45" W

91.99'

RADIUS 211.00'

ARC= 268.45'

CHORD 250.74'

N 47°04'30" W

RADIUS 277.00'

ARC= 352.48'

CHORD 329.17'

N 47°04'30" W

N 10°37'15" W 271.90'

RADIUS 211.00'

ARC= 268.45'

CHORD 250.74'

N 47°04'30" W

RADIUS 277.00'

ARC= 352.48'

CHORD 329.17'

N 47°04'30" W

(S

TM

(STM

EE DD

DD UEN

UEN

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

CAUTION

UNDERGROUND

ELECTRIC

0+

1+00

2+00

3+00

4+00 5+00

6+00

7+00

8+00

9+00

10+00 11+00 12+00

+4

WIGMORE STREET

TALLEYRAND AVE.

PLAN

ENGINEERING RECORD

BY DATESTATUS

ASSIGNED

DESIGNED

CHECKED

APP'D

NO. REVISION DATE BY CH'D APP'D

SCALE: Building Community PROJECT DESIGN SEGMENT 20410

DRAWN

PROJECT NO.

DRAWING NO.

SHEET NO.

8008418

69KV CIRCUIT 680 UNDERGROUND RECONDUCTOR

TALLEYRAND AVE., KENNEDY SUBSTATION

D w g Fi le P at h:

V :\P

R O

JE

C

TS

\2

4\

-0

1.

- C

IR

C

U

IT

9K

V U

N D

E R

G R

O U

N D

R E

C O

N D

U C

TO

R

\D E

S

IG

N \C

A D

\S H

E E

TS

\C

K T

R E

P

LA

C E

M E

N T-

P

LA

N S

.D W

G T ab : K

S -1

P lo tte d:

B y

B R

IA

T

H O

M P

S O

N o n

/1 6/

- 1 3:

L as t S av ed

B y:

B R

IA

T

H O

M P

S O

N o n

/1 6/

-1 3:

THE OFFICIAL RECORD OF

THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY

SIGNED AND SEALED

UNDER RULE

61G15-23.004, F.A.C.501 Riverside Avenue, Suite 501

Jacksonville, FL 32202 904.398.8636 www.chenmoore.com 1"=40' 04 OF 19

KEY PLAN KS-1

VRK

FGB

JDH

FGB

1" = 40' 0' 40' 80' 120'40'

GRAPHIC SCALE

SEE SHEET PP-1

SEE SHEET PP-2 SEE SHEET PP-3

ISSUED FOR BID

13.943

NDS

13.941

NDS

WV

WV

WV

W

W V

W

WV

.2

.8

.5

.4

15.1615 .8

.7

.1

.4

.4

.2

.6

15.04

.4

.2

.7

15.03

.3

.4

.5

.7

.8

.7

.8

.7

.6

.4

.5

.5

.6

.6

.5

.0

WV

.2

.3

.3

.0

.7

.4

.4

.3

.2

.1

.0

.2

.3

.2

.0 15 .0

.4

.3

.1

.1

.1

.0

.9

SS

.1

.2

3 15 .3

.2

T

.1

.1

.1

.9

G

F

.5

E

.4

.0

.1

.6 15

.1

.1

.1

.0

.0

.0

.1

15.29

.1

.1

.0

.1

.1

.9

.8

.7

.6

.6

.7

.8

.9

.1

.8

.8

.315 .6

.6

.9

.2

.0

.0

.8

.3 0 14.48

14.75

15" (NW) INV. 9.83'

24" (SE) INV. 9.58'

SAN. MH

RIM 15.00'

6" (W.) INV. 8.74'

6" (E.) INV. 9.28'

EX. SIGN ON

CONCRETE EX. SIGN ON

CONCRETE

B.F.P.

8' CLF

8' CLF

6' CLF

6' CLF

ASPH.

EX. GRAVEL

.8

.9

15.5

.5 14.68

.4

.5

14.63 14.73

14.48

.4

14.48

.9

.1

14.34

14.3914.65

.5

.4

.3

14.35 13 .9

.8

14.23

F

W

.3

14.83

.9

.0

15.3

.2

.0

.1

.0

14.58

.5

.5

.6

.0

.0

.8

.8

14.42

14.45

.0

.5

14.57 15.03

.1

.2

14.73

.7

.0

.2

.4

.1

.8

8' CLF

GATE

PEDESTRIANCROSSINGSIGNAL

BENCHMARK #1

FOUND NAIL AND DISK

STAMPED "LB4603"

NORTHING: 2193098.93',

EASTING: 457758.23'

ELEVATION 14.89' (NAVD 88)

14.956

IPF CLARY

15.702

IPF NC

15.440

IPF CLARY

BC 15.42'

EP 14.98'

BC 15.43'

EP 15.00'

BC 15.50'

EP 15.05'

BC 1

5.

EP

5.

BC 15.65'

EP 15.21'

B C

5.

E P

5.

' BC

15.64'

E P

15.20'

BC 15.63'

EP 15.14'

BC 15.64'

EP 15.21'

BC 15.66'

EP 15.30'

B C

4.

FL

4.

E

P

4.

BC

4.

FL

4.

E P

4.

BC

4.

FL

4.

E P

4.

B C

5.

FL

4.

E

P

4.

BC

4.

FL

4.

E P

4.

BC

4.

FL

4.

E P

4.

BC 1

4.

FL

4.

EP 1

4.

BC

4.

FL

3.

EP

4.

BC 14

.04

FL 1

3.7

0'

EP 1

3.

6" RCP (SAN.) 6" RCP (SAN.)

E

COULD NOT FIND

ADJACENT STRUCTURE

ASPH.

8' CLF

WPP

CONC. PP

WPP

WPP

F.H.

F.H.

15" RCP (STM)

CONC. PP CONC. PP

CONC. PP

CONC. PP

EX. CONC.

EX. ASPH.

EX. GRAVEL

EX. ASPH.

EX. ASPH.

ASPH.

EX. CONC.

(BROKEN)

ASPH.

WPP (ABANDONED)

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

CB

ASPH.

CONC.

15" (SE) INV. 10.21'

ASPH.

SW

SW

SW

SW

N 83°31'45" W 210.49' S 06°28'15" W 3.00'N 83°31'45" W 386.31'

N 83°31'45" W 210.49' N 06°28'15" E

3.00'N 83°31'45" W 391.99'

RADIUS 211.00'ARC= 268.45'CHORD 250.74'N 47°04'30" W

RADIUS 277.00'ARC= 352.48'CHORD 329.17'N 47°04'30" W

13.943

NDS

13.941

NDS

WV

WV

WV

W

W V

W

WV

.2

.8

.5

.4

15.1615 .8

.7

.1

.4

.4

.2

.6

15.04

.4

.2

.7

15.03

.3

.4

.5

.7

.8

.7

.8

.7

.6

.4

.5

.5

.6

.6

.5

.0

WV

.2

.3

.3

.0

.7

.4

.4

.3

.2

.1

.0

.2

.3

.2

.0 15 .0

.4

.3

.1

.1

.1

.0

.9

SS

.1

.2

3 15 .3

.2

T

.1

.1

.1

.9

G

F

.5

E

.4

.0

.1

.6 15

.1

.1

.1

.0

.0

.0

.1

15.29

.1

.1

.0

.1

.1

.9

.8

.7

.6

.6

.7

.8

.9

.1

.8

.8

.315 .6

.6

.9

.2

.0

.0

.8

.3 0 14.48

14.75

15" (NW) INV. 9.83'

24" (SE) INV. 9.58'

SAN. MH

RIM 15.00'

6" (W.) INV. 8.74'

6" (E.) INV. 9.28'

EX. SIGN ON

CONCRETE EX. SIGN ON

CONCRETE

B.F.P.

8' CLF

8' CLF

6' CLF

6' CLF

ASPH.

EX. GRAVEL

.8

.9

15.5

.5 14.68

.4

.5

14.63 14.73

14.48

.4

14.48

.9

.1

14.34

14.3914.65

.5

.4

.3

14.35 13 .9

.8

14.23

F

W

.3

14.83

.9

.0

15.3

.2

.0

.1

.0

14.58

.5

.5

.6

.0

.0

.8

.8

14.42

14.45

.0

.5

14.57 15.03

.1

.2

14.73

.7

.0

.2

.4

.1

.8

8' CLF

GATE

PEDESTRIANCROSSINGSIGNAL

BENCHMARK #1

FOUND NAIL AND DISK

STAMPED "LB4603"

NORTHING: 2193098.93',

EASTING: 457758.23'

ELEVATION 14.89' (NAVD 88)

14.956

IPF CLARY

15.702

IPF NC

15.440

IPF CLARY

BC 15.42'

EP 14.98'

BC 15.43'

EP 15.00'

BC 15.50'

EP 15.05'

BC 1

5.

EP

5.

BC 15.65'

EP 15.21'

B C

5.

E P

5.

' BC

15.64'

E P

15.20'

BC 15.63'

EP 15.14'

BC 15.64'

EP 15.21'

BC 15.66'

EP 15.30'

B C

4.

FL

4.

E

P

4.

BC

4.

FL

4.

E P

4.

BC

4.

FL

4.

E P

4.

B C

5.

FL

4.

E

P

4.

BC

4.

FL

4.

E P

4.

BC

4.

FL

4.

E P

4.

BC 1

4.

FL

4.

EP 1

4.

BC

4.

FL

3.

EP

4.

BC 14

.04

FL 1

3.7

0'

EP 1

3.

6" RCP (SAN.) 6" RCP (SAN.)

E

COULD NOT FIND

ADJACENT STRUCTURE

ASPH.

8' CLF

WPP

CONC. PP

WPP

WPP

F.H.

F.H.

15" RCP (STM)

CONC. PP CONC. PP

CONC. PP

CONC. PP

EX. CONC.

EX. ASPH.

EX. GRAVEL

EX. ASPH.

EX. ASPH.

ASPH.

EX. CONC.

(BROKEN)

ASPH.

WPP (ABANDONED)

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

E.O.P.

CB

ASPH.

CONC.

15" (SE) INV. 10.21'

ASPH.

SW

SW

SW

SW

N 83°31'45" W 210.49' S 06°28'15" W 3.00'N 83°31'45" W 386.31'

N 83°31'45" W 210.49' N 06°28'15" E

3.00'N 83°31'45" W 391.99'

RADIUS 211.00'ARC= 268.45'CHORD 250.74'N 47°04'30" W

RADIUS 277.00'ARC= 352.48'CHORD 329.17'N 47°04'30" W

CAUTION: EXISTING

ELECTRICAL M.H.

CAUTION: EXISTING

6" SANITARY GRAVITY

EXIST. TRANSMISSION

RISER STRUCTURE #45

TEMPORARY CONSTRUCTION

EASEMENT (SEE SHEET "ESMT-1")

N. 2193104.70

E. 457796.20

N. 2193120.61

E. 457797.91N. 2193136.39

E. 457653.85

N. 2193120.5

E. 457652.01

SP

SP 11

1SP

G

UEN

UEN

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

20'-0" MIN

RADIUS

"A" "A"

A

A

A A

A A

0+00

1+00

2+00

3+00

4+00

R

IS

ER

S

TR

U

C

TU

R E

#4

-5

0+00 1+00 2+00 3+00 4+00

O H

U

O H

U

O H

U

EDGE OF PAVEMENT

EDGE OF PAVEMENT

UGE

EDGE OF PAVEMENT

WATER

12" UNK

2 1/2" FIBER OPTIC

4" WATER

2" CONCRETE CAP

EX. GROUND

UNK

GAS

WATER WATER

DIRECTIONAL

DRILL PIT

M

AT

CH

LI

NE

S

TA

. 4

+2

(S

EE

P P-

2)

WIGMORE ST.

LEGEND - EASEMENTS

TEMPORARY CONSTRUCTION

EASEMENT (16' x 145')

NOTE: SEE SHEET "ESMT-1" FOR DETAILS

EXIST. 69kV

CIRCUIT 680

85.00'

8.

8.

85.00'

PLAN

ENGINEERING RECORD

BY DATESTATUS

ASSIGNED

DESIGNED

CHECKED

APP'D

NO. REVISION DATE BY CH'D APP'D

SCALE: Building Community PROJECT DESIGN SEGMENT 20410

DRAWN

PROJECT NO.

DRAWING NO.

SHEET NO.

8008418

69KV CIRCUIT 680 UNDERGROUND RECONDUCTOR

TALLEYRAND AVE., KENNEDY SUBSTATION

D w g Fi le P at h:

V :\P

R O

JE

C

TS

\2

4\

-0

1.

- C

IR

C

U

IT

9K

V U

N D

E R

G R

O U

N D

R E

C O

N D

U C

TO

R

\D E

S

IG

N \C

A D

\S H

E E

TS

\C

K T

R E

P

LA

C E

M E

N T-

P

LA

N S

.D W

G T ab : P

P -1

P lo tte d:

B y

B R

IA

T

H O

M P

S O

N o n

/1 6/

- 1 3:

L as t S av ed

B y:

B R

IA

T

H O

M P

S O

N o n

/1 6/

-1 3:

THE OFFICIAL RECORD OF

THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY

SIGNED AND SEALED

UNDER RULE

61G15-23.004, F.A.C.501 Riverside Avenue, Suite 501

Jacksonville, FL 32202 904.398.8636 www.chenmoore.com 1"=20' 05 OF 19

PLAN AND PROFILE PP-1

VRK

FGB

JDH

FGB

LOOKING NORTH

-5

1" = 20' 0' 20' 40' 60'20'

GRAPHIC SCALE

5' 15'10'5'0' 1"= 5'

SEE ENLARGED PLAN

DWG TD-1

ISSUED FOR BID

NOT FOR CONSTRUCTION

05/26/26

CONTRACTOR SHALL PROVIDE FOUR (4) 6" HDPE SIDR AND ONE (1) 2" HDPE SDR

DIRECTIONALLY DRILLED CONDUITS. SEE SECTION B-B/TD-1 FOR BUNDLE DETAILS.

CONTRACTOR SHALL TRANSITION FROM DIRECTIONAL DRILLED CONDUIT TO DIRECT

BURIED CONDUIT. CONTRACTOR SHALL PROVIDE HDPE TO SCHEDULE 40 PVC COUPLINGS

AS REQUIRED.

CONTRACTOR SHALL PROVIDE FOUR (4) 6" AND ONE (1) 2" CONCRETE ENCASED

DUCTBANK. SEE SECTION A-A/TD-1 FOR CONDUIT LAYOUT.

CONTRACTOR SHALL ABANDON CABLE "A".

CONTRACTOR SHALL PROVIDE TTC IN ACCORDANCE WITH FDOT STANDARD INDEX 102-600

THROUGH 102-602. IF FALL OFF CONDITIONS EXIST FOR GREATER THAN ONE WORK

PERIOD WITHIN THE CLEAR ZONE (14' TO EDGE OF PAVEMENT) ADDITIONAL TTC WILL BE

REQUIRED.

CAUTION: DIRECT BURIED 69KV CIRCUIT.

FOR TRANSMISSION RISER POLE CONNECTION & OPEN CUT DETAILS, SEE SECTION A-A ON

TD-1.

GENERAL NOTES:

1. FOR GENERAL NOTES, LEGEND, SYMBOLS, AND ABBREVIATIONS, SEE DRAWING GN-1

AND GN-2.

2. CONTRACTOR TO VERIFY LOCATION & DEPTH OF EXISTING UTILITIES PRIOR TO HDD.

SPECIFIC NOTES:

TALLEYRAND AVE.

WIGMORE ST.

Ken ne dy G en era tin g S tat ion

(Ja ck so nv ille Elec tric Auth ori ty)

T all yra nd

Ave

Ja ck so nv ille , F

L 3

52 13 .7

N

D F

L B

54 13 .9

N

D S

.9

N

D S

W V

W

W V

W V

W V

W V

WV

W V

W

W

W V

14.01 14.00 13.99

13.96 13.95 13.95 13.95

13.91 13.93

13.94

.9

.5

.5 E13

.4 13 .4

.0

.8

13.80

13.76 13.66

13.70 13.78 13.76

.7

13.71

13.71 13.71

13.48 13.52

24" (NW) INV. 7.55'

24" (SE) INV. 7.58'

15" (E.) INV. 7.60'

24" RCP (STM)

24" RCP (STM)

R C

P

24" (NW) INV. 9.14'

24" (SE) INV. 8.56'

15" (E.) INV. 8.50'

15" R C

P

24" RCP

15" (W.) INV. 8.61'

15" (

NW

) IN

V. 9

.83'

24" (

SE) I

NV. 9

.58'

8' CLF

6' CLF

6' C

LF6'

C

LF

8' C

LF

8' CLF

14.95

.6

14.43 14.54

.6

.7

.4

14.46

.4

14.90

14.11

14.34

.3

.6

14.58

14.40

14.31

.3

13.96

13.87

.1

.2

14.02

14.35

14.22

G 14 .0

13.98

.0

.8

13.77 13.82

13.37

.0

13.93

13.81

13.72

.8

13.71

13.79

13.90

13.85 13.67

13.54

.7

13.77

G

.7

14.8

14.03

14.58

.5

.0

15.15 14.76

14.06

14.22

14.48

14.75

14.10

13.86

14.2114.39

13.67 13.68

14.05

13.96 13.8014

.0

.1

.6

E

E

.5

.4

E

.5

.4

14.06

13.95

13.89

13.86

13.92

13.96 13.38

13.4213.45 13.40

13.31

13.66

13.80 13.57

13.8 13.9 13.6413.17

13.52

.6

113.56

13.54 13.47

13.02

13.50

13.45

.6

.6

12.91 13.36

13.40

13.43 G

.4

13.21 13.24

13.39 13.6

13.32

13.00 13.04

13.0012.62

13.11 13.08 13.35

13.37

.6

13.22 13.1512.76

.3

13.94 13.45

13.47 14.02

13.25 13.27

.3

WV

W V

T

W V

.4

13.86

13.69

.5

1 13.27

13.08

13.20 12.94

13.46

13.6

.9 13.89

13.71 13.45

12.81

13.28

13.19

13.20

13.15

13.32

12.65 13.29

13.33

13.55

CONTROL BOX

ON CONCRETE

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

3.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

2.

6' CLF 6' CLF

GATE

GATE

SHUTOFF

VALVE

BENCHMARK #2

FOUND NAIL AND DISK

STAMPED "LB4603"

NORTHING: 2192853.75',

EASTING: 458122.24'

ELEVATION 13.72' (NAVD 88)

.6

N

D F

L B

N 10°37'15" W 271.90'

BC 14.68'

FL 14.34'

EP 14.47'

BC 14

.55

FL 1

4.2

5'

EP 1

4.

BC 14

.36

FL 1

4.0

2'

EP 1

4.

EP 14.82'

BC 14.95'

FL 14.61'

EP 14.71'

BC 14

.78

FL

.39

EP 1

4.

BC

3.

FL

3.

E P

3.

BC

4.

FL

4.

E P

4.

' BC

4.

FL

3.

EP

4.

BC

4.

FL

3.

E P

3.

B C

3.

FL

3.

E P

3.

BC

3.

FL

3.

E P

3.

' B C

3.

FL

2.

E P

3.

B C

3.

FL

3.

E P

3.

B C

3.

FL

3.

E

P

3.

B C

3.

FL

3.

E

P

3.

B C

3.

FL

2.

E

P

3.

B C

3.

FL

3.

E

P

3.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

3.

F.H

R C

P (S

TM

CONC. P

P

CO

NC. P

P

EX. A

SPH.

EX. C

ONC.

(B

ROKEN)

ASPH.

ASPH.

W

PP

(A

BA

NDO

NED

SW

SW

SW

SWASPH.

ASPH.

G

AT

E

SWASPH.

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

ASPH.

F.H.

CONT.

BOX

SHED

EX. CONC.

EX.

BOLLARDS

CB

CB

CB

ASPH.

CONC.

24" RCP

24" RCP (STM)

CB TOP 12.64'

15" (W.) INV. 8.33'

(S E

IN

V . 1

0.

CB

CB

CONC. PP

ASPH.

ASPH.

SW

SW

SW

SW

ASPH.

ASPH. ASPH.

SW

ASPH.

SW

ASPH. ASPH.

CONC.

SW

WPP

WPP

WPP

WPP

CONC. PP

CONC. PP

CONC.

PP

EX. ASPH.

EX. ASPH. EX. ASPH.

24" RCP (STM)

SW

SW

SW

N 10°37'15" W 271.90'

RADIUS 211.00'

ARC= 268.45'

CHORD 250.74'

N 47°04'30" W

RADIUS 277.00'

ARC= 352.48'

CHORD 329.17'

N 47°04'30" W

(S

TM

(S

TM

52 13 .7

N

D F

L B

54 13 .9

N

D S

.9

N

D S

W V

W

W V

W V

W V

W V

WV

W V

W

W

W V

14.01 14.00 13.99

13.96 13.95 13.95 13.95

13.91 13.93

13.94

.9

.5

.5 E13

.4 13 .4

.0

.8

13.80

13.76 13.66

13.70 13.78 13.76

.7

13.71

13.71 13.71

13.48 13.52

24" (NW) INV. 7.55'

24" (SE) INV. 7.58'

15" (E.) INV. 7.60'

24" RCP (STM)

24" RCP (STM)

R C

P

24" (NW) INV. 9.14'

24" (SE) INV. 8.56'

15" (E.) INV. 8.50'

15" R C

P

24" RCP

15" (W.) INV. 8.61'

15" (

NW

) IN

V. 9

.83'

24" (

SE) I

NV. 9

.58'

8' CLF

6' CLF

6' C

LF6'

C

LF

8' C

LF

8' CLF

14.95

.6

14.43 14.54

.6

.7

.4

14.46

.4

14.90

14.11

14.34

.3

.6

14.58

14.40

14.31

.3

13.96

13.87

.1

.2

14.02

14.35

14.22

G 14 .0

13.98

.0

.8

13.77 13.82

13.37

.0

13.93

13.81

13.72

.8

13.71

13.79

13.90

13.85 13.67

13.54

.7

13.77

G

.7

14.8

14.03

14.58

.5

.0

15.15 14.76

14.06

14.22

14.48

14.75

14.10

13.86

14.2114.39

13.67 13.68

14.05

13.96 13.8014

.0

.1

.6

E

E

.5

.4

E

.5

.4

14.06

13.95

13.89

13.86

13.92

13.96 13.38

13.4213.45 13.40

13.31

13.66

13.80 13.57

13.8 13.9 13.6413.17

13.52

.6

113.56

13.54 13.47

13.02

13.50

13.45

.6

.6

12.91 13.36

13.40

13.43 G

.4

13.21 13.24

13.39 13.6

13.32

13.00 13.04

13.0012.62

13.11 13.08 13.35

13.37

.6

13.22 13.1512.76

.3

13.94 13.45

13.47 14.02

13.25 13.27

.3

WV

W V

T

W V

.4

13.86

13.69

.5

1 13.27

13.08

13.20 12.94

13.46

13.6

.9 13.89

13.71 13.45

12.81

13.28

13.19

13.20

13.15

13.32

12.65 13.29

13.33

13.55

CONTROL BOX

ON CONCRETE

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

3.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

2.

6' CLF 6' CLF

GATE

GATE

SHUTOFF

VALVE

BENCHMARK #2

FOUND NAIL AND DISK

STAMPED "LB4603"

NORTHING: 2192853.75',

EASTING: 458122.24'

ELEVATION 13.72' (NAVD 88)

.6

N

D F

L B

N 10°37'15" W 271.90'

BC 14.68'

FL 14.34'

EP 14.47'

BC 14

.55

FL 1

4.2

5'

EP 1

4.

BC 14

.36

FL 1

4.0

2'

EP 1

4.

EP 14.82'

BC 14.95'

FL 14.61'

EP 14.71'

BC 14

.78

FL

.39

EP 1

4.

BC

3.

FL

3.

E P

3.

BC

4.

FL

4.

E P

4.

' BC

4.

FL

3.

EP

4.

BC

4.

FL

3.

E P

3.

B C

3.

FL

3.

E P

3.

BC

3.

FL

3.

E P

3.

' B C

3.

FL

2.

E P

3.

B C

3.

FL

3.

E P

3.

B C

3.

FL

3.

E

P

3.

B C

3.

FL

3.

E

P

3.

B C

3.

FL

2.

E

P

3.

B C

3.

FL

3.

E

P

3.

B C

3.

FL

2.

E

P

2.

B C

3.

FL

2.

E

P

3.

F.H

R C

P (S

TM

CONC. P

P

CO

NC. P

P

EX. A

SPH.

EX. C

ONC.

(B

ROKEN)

ASPH.

ASPH.

W

PP

(A

BA

NDO

NED

SW

SW

SW

SWASPH.

ASPH.

G

AT

E

SWASPH.

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

ASPH.

F.H.

CONT.

BOX

SHED

EX. CONC.

EX.

BOLLARDS

CB

CB

CB

ASPH.

CONC.

24" RCP

24" RCP (STM)

CB TOP 12.64'

15" (W.) INV. 8.33'

(S E

IN

V . 1

0.

CB

CB

CONC. PP

ASPH.

ASPH.

SW

SW

SW

SW

ASPH.

ASPH. ASPH.

SW

ASPH.

SW

ASPH. ASPH.

CONC.

SW

WPP

WPP

WPP

WPP

CONC. PP

CONC. PP

CONC.

PP

EX. ASPH.

EX. ASPH. EX. ASPH.

24" RCP (STM)

SW

SW

SW

N 10°37'15" W 271.90'

RADIUS 211.00'

ARC= 268.45'

CHORD 250.74'

N 47°04'30" W

RADIUS 277.00'

ARC= 352.48'

CHORD 329.17'

N 47°04'30" W

(S

TM

(S

TM

1SP

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

A

A A

A

A A

CAUTION

UNDERGROUND

ELECTRIC

4+

5+00

6+00

7+00

8+00

SCALE: 1"=20' HORZ | 1"=5' VERT

5+00 6+00 7+00 8+00

O H

U

15" RCP (STM)

WATER

2" FIBER OPTIC

UGE UGE UGE

GAS

15" RCP (STM)

UGE

6" WATER

WATER

EX. GROUND

WATER

WATER WATER

GAS

WATER

UNK UNK

O H

U

MATCHLINE STA. 4+28 (SEE PP-1)

M

ATC

H

LIN

E STA. 8+18 (SEE PP-3)

Valc an

M ate ria ls

Com pa ny

(K ey sto ne

Prop ert ies

LL

C)

W igm ore St.

Ja ck so nv ille , F

L 3

Valc an

M ate ria ls

Com pa ny

(K ey sto ne

Prop ert ies

LL

C)

T all yra nd

Ave

Ja ck so nv ille , F

L 3

PLAN

ENGINEERING RECORD

BY DATESTATUS

ASSIGNED

DESIGNED

CHECKED

APP'D

NO. REVISION DATE BY CH'D APP'D

SCALE: Building Community PROJECT DESIGN SEGMENT 20410

DRAWN

PROJECT NO.

DRAWING NO.

SHEET NO.

8008418

69KV CIRCUIT 680 UNDERGROUND RECONDUCTOR

TALLEYRAND AVE., KENNEDY SUBSTATION

D w g Fi le P at h:

V :\P

R O

JE

C

TS

\2

4\

-0

1.

- C

IR

C

U

IT

9K

V U

N D

E R

G R

O U

N D

R E

C O

N D

U C

TO

R

\D E

S

IG

N \C

A D

\S H

E E

TS

\C

K T

R E

P

LA

C E

M E

N T-

P

LA

N S

.D W

G T ab : P

P -2

P lo tte d:

B y

B R

IA

T

H O

M P

S O

N o n

/1 6/

- 1 3:

L as t S av ed

B y:

B R

IA

T

H O

M P

S O

N o n

/1 6/

-1 3:

THE OFFICIAL RECORD OF

THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY

SIGNED AND SEALED

UNDER RULE

61G15-23.004, F.A.C.501 Riverside Avenue, Suite 501

Jacksonville, FL 32202 904.398.8636 www.chenmoore.com 1"=20' 06 OF 19

PLAN & PROFILE PP-2

VRK

FGB

JDH

FGB

LOOKING EAST

-5

-5

CONTRACTOR SHALL PROVIDE FOUR (4) 6" HDPE SIDR AND ONE (1) 2" HDPE SDR

DIRECTIONALLY DRILLED CONDUITS. SEE SECTION B-B/TD-1 FOR BUNDLE DETAILS.

1" = 20' 0' 20' 40' 60'20'

GRAPHIC SCALE

5' 15'10'5'0' 1"= 5'

ISSUED FOR BID

NOT FOR CONSTRUCTION

05/26/26

GENERAL NOTES:

1. FOR GENERAL NOTES, LEGEND, SYMBOLS, AND ABBREVIATIONS, SEE DRAWING GN-1

AND GN-2.

2. CONTRACTOR TO VERIFY LOCATION & DEPTH OF EXISTING UTILITIES PRIOR TO HDD.

W

WV

10.5

10.4

10.7

11.0 11.1

11.4

11.912.5

13.5

13.5

13.36 13.5

13.8

.6

13.6

13.36

12.6

11.6

11.9

13.0

13.61

11.9

13.2

13.76

13.87

13.6

12.111.7

13.3 13.1

11.8

12.0

13.3

13.7

13.8

14.214.5

14.3 14.1 13.8

14.4

14.4

13.9

13.4

13.8

W

WV

13.9

13.5

13.5 E

14.0

24" RCP (STM)

8' CLF

6' CLF

6' C

LF

GATE

8' CLF

6' CLF

8' CLF

6' CLF

15" RCP

15" (N.) INV. 9.34'

ASPHALT

13.6

13.30

13.39

WV

W V

13.60

13.9

13.9

13.8

13.46

13.43

D

13.4

13.9

(E.) INV. 7.39'

STM. M.H.

RIM 13.48'

BOTTOM

GATE

6' CLF

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

2.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

2.

EP 1

2.

GATE

WPP WITH

STREET LIGHT

WPP WITH

STREET LIGHT

ST

RAILROAD TRACKS

ASPH.

ASPH.

SW

SW

E.O.P.

E.O.P.

E.O.P.

CONT.BOX

EX. CONC.

EX.

BOLLARDS

15" (W

.) INV. 8.33'

27" R

CP (S

TM)

DRAINAGE MANHOLE

RIM 13.48'

BOTTOM 3.93'

(FULL OF WATER)

INVERTS

UNOBTAINABLE

STO

RM S

EW

ER

LO

CATE

D B Y G

PR

CB

CB

SW

ASPH.

ASPH.

SW

WPP

WPP

CONC. PP

ASPHALT

CONC.PP

24" RCP (STM)

ASPHALT

EX. ASPH.

SW

SW

W

WV

10.5

10.4

10.7

11.0 11.1

11.4

11.912.5

13.5

13.5

13.36 13.5

13.8

.6

13.6

13.36

12.6

11.6

11.9

13.0

13.61

11.9

13.2

13.76

13.87

13.6

12.111.7

13.3 13.1

11.8

12.0

13.3

13.7

13.8

14.214.5

14.3 14.1 13.8

14.4

14.4

13.9

13.4

13.8

W

WV

13.9

13.5

13.5 E

14.0

24" RCP (STM)

8' CLF

6' CLF

6' C

LF

GATE

8' CLF

6' CLF

8' CLF

6' CLF

15" RCP

15" (N.) INV. 9.34'

ASPHALT

13.6

13.30

13.39

WV

W V

13.60

13.9

13.9

13.8

13.46

13.43

D

13.4

13.9

(E.) INV. 7.39'

STM. M.H.

RIM 13.48'

BOTTOM

GATE

6' CLF

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

2.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

3.

EP

3.

BC

3.

FL

2.

EP

3.

BC

3.

FL

2.

EP 1

2.

GATE

WPP WITH

STREET LIGHT

WPP WITH

STREET LIGHT

ST

RAILROAD TRACKS

ASPH.

ASPH.

SW

SW

E.O.P.

E.O.P.

E.O.P.

CONT.BOX

EX. CONC.

EX.

BOLLARDS

15" (W

.) INV. 8.33'

27" R

CP (S

TM)

DRAINAGE MANHOLE

RIM 13.48'

BOTTOM 3.93'

(FULL OF WATER)

INVERTS

UNOBTAINABLE

STO

RM S

EW

ER

LO

CATE

D B Y G

PR

CB

CB

SW

ASPH.

ASPH.

SW

WPP

WPP

CONC. PP

ASPHALT

CONC.PP

24" RCP (STM)

ASPHALT

EX. ASPH.

SW

SW

EE DD

DD DD DD UEN

UEN

DILLON

SUBSTATION

Ken ne dy G en era tin g S tat ion

(Ja ck so nv ille Elec tric Auth ori ty)

T all yra nd

Ave

Ja ck so nv ille , F

L 3

D-1 A

SEE SHEET "TD-2" FOR SUBSTATION

RISER CONNECTION & OPEN CUT

DETAILS

MH-1

CENTER OF STRUCTURE

T.O.C. = 9.63' (TYP.)

N = 2192496.29 E = 458315.90

CAUTION: UNDER GROUND

ELECT. IN THIS AREA

1SP

E O A = 12.50 N = 2192379.05 E = 458506.24

EXIST. 69kV

CIRCUIT 680

EXIST. 69kV

CIRCUIT 680

DD

DD

DD

DD

DD

DD

DIRECTIONAL

DRILL PIT

DIRECTIONAL

DRILL PIT

DIRECTIONAL

DRILL PIT

SP

G

SP

8+00

9+00

10+00

11+00 12+00

+4

4-6" & 1-2"

DIRECT BURIED

CONDUITS -5

9+00 10+00 11+00 12+00 12+41

EX. CONC. DUCT BANK-BOTTOM ELEV. = 9.3' (+/-)

W/(3) 3" ELECT. (PVC)-BOTTOM = 8.6' (+/-)

EX. GROUND

UGE WATER

48" RCP (STM)

EDGE OF PAVEMENT

EDGE OF PAVEMENT

3" UGE

8" WATER

UGE

2" CONCRETE CAP

DIRECTIONAL

DRILL PIT

STUB UPS INTO

DILLON SS

O H

U

POTENTIAL OVERHEAD

INTERFEREENCE

DIRECTIONAL

DRILL PITDIRECTIONAL

DRILL PIT

4-6" & 1-2"

DIRECT BURIED

CONDUITS

3" THICK BY 3'-0" WIDE

CONCRETE CAP W/

RED DYE

3" THICK BY 3'-0" WIDE

CONCRETE CAP W/

RED DYE

6" WIDE TAPE

6" WIDE TAPE

M

AT

CH

LI

NE

S

TA

. 8

+2

(S

EE

P P-

2)

TALLEYRAND AVE.

MH 1

PLAN

ENGINEERING RECORD

BY DATESTATUS

ASSIGNED

DESIGNED

CHECKED

APP'D

NO. REVISION DATE BY CH'D APP'D

SCALE: Building Community PROJECT DESIGN SEGMENT 20410

DRAWN

PROJECT NO.

DRAWING NO.

SHEET NO.

8008418

69KV CIRCUIT 680 UNDERGROUND RECONDUCTOR

TALLEYRAND AVE., KENNEDY SUBSTATION

D w g Fi le P at h:

V :\P

R O

JE

C

TS

\2

4\

-0

1.

- C

IR

C

U

IT

9K

V U

N D

E R

G R

O U

N D

R E

C O

N D

U C

TO

R

\D E

S

IG

N \C

A D

\S H

E E

TS

\C

K T

R E

P

LA

C E

M E

N T-

P

LA

N S

.D W

G T ab : P

P -3

P lo tte d:

B y

B R

IA

T

H O

M P

S O

N o n

/1 6/

- 1 5:

L as t S av ed

B y:

B R

IA

T

H O

M P

S O

N o n

/1 6/

-1 5:

THE OFFICIAL RECORD OF

THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY

SIGNED AND SEALED

UNDER RULE

61G15-23.004, F.A.C.501 Riverside Avenue, Suite 501

Jacksonville, FL 32202 904.398.8636 www.chenmoore.com 1"=20' 07 OF 19

PLAN & PROFILE PP-3

VRK

FGB

JDH

FGB

LOOKING NORTHEAST

-5

GENERAL NOTES:

1. FOR GENERAL NOTES, LEGEND, SYMBOLS, AND ABBREVIATIONS, SEE DRAWING GN-1

AND GN-2.

2. CONTRACTOR TO VERIFY LOCATION & DEPTH OF EXISTING UTILITIES PRIOR TO HDD.

SPECIFIC NOTES:

CONTRACTOR SHALL PROVIDE FOUR (4) 6" AND (1) 2" DIRECT BURIED SCHEDULE 40

CONDUITS FROM END OF DIRECTIONAL DRILL TO THE SUBSTATION RISER. CONTRACTOR

SHALL MAKE TRANSITION SWEEP NO LESS THAN A 20' RADIUS BEND. SEE SECTION D-D/TD-2

FOR DIRECT BURIED CONDUIT DETAIL.

CONTRACTOR SHALL HAND DIG ONLY INSIDE THE SUBSTATION AND WITHIN 6 FEET OF THE

SUBSTATION FENCE. WHILE EXCAVATING THROUGH THE SUBSTATION, CONTRACTOR

SHALL HAVE NO MORE THAN THREE (3) GROUND GRID CONDUCTORS CUT AT A TIME.

BEFORE CUTTING THE GROUND GRID, CONTRACTOR SHALL INSTALL A TEMPORARY

JUMPER AND TEMPORARY GROUND RODS. AFTER TEMPORARY GROUND ROD AND JUMPER

ARE INSTALLED, CONTRACTOR SHALL CUT GROUND GRID, BEND BACK THE CUT GRID

CONDUCTOR AND MECHANICALLY CONNECT THE GRID TO THE TEMPORARY RODS. WHEN

CONNECTING THE GRID BACK TOGETHER, CONTRACTOR SHALL PROVIDE A 3' PIECE OF #4/0

CU CONDUCTOR AND EXOTHERMICALLY WELD ENDS UP CONDUCTOR TO CUT GRID

CONDUCTOR. CONTRACTOR SHALL LEAVE NO TAILS ON GRID CONDUCTOR.

CONTRACTOR SHALL PROVIDE FOUR (4) 6" HDPE SIDR AND ONE (1) 2" HDPE SDR

DIRECTIONALLY DRILLED CONDUITS. SEE SECTION B-B/TD-1 FOR BUNDLE DETAILS.

CONTRACTOR SHALL TRANSITION FROM DIRECTIONAL DRILLED CONDUIT TO DIRECT

BURIED CONDUIT. CONTRACTOR SHALL PROVIDE HDPE TO SCHEDULE 40 PVC COUPLINGS

AS REQUIRED.

CAUTION: DIRECT BURIED 69KV CIRCUIT.

CONTRACTOR SHALL MAINTAIN A MINIMUM 16' AREA AT ENTRANCE OF SUBSTATION FOR

THE JEA TO ACCESS IN CASE OF EMERGENCY.

CONTRACTOR SHALL ABANDON CABLE "A".

CONTRACTOR SHALL PROVIDE ELECTRIC MANHOLE. SEE SHEETS E2, E3, AND E4 FOR

MORE DETAILS.

1" = 20' 0' 20' 40' 60'20'

GRAPHIC SCALE

5' 15'10'5'0' 1"= 5'

ISSUED FOR BID

SE

E

SH

EE

T "P

P- 1"

FO

R

C O

N

TI

N U

AT

IO

N

HDD 1

EXIST. GRADE = 15.3 (+/-)

TR

AN

SM

IS

SI

O

N R

IS

ER

P O

LE

ST

R U

C

TU

R E

#4

SE

E

D R

AW

IN

G "E

-5

FO

R

C O

N

TI

N U

AT

IO

N

6" WIDE TAPE, 5 MILS THICK WITH CLEAR FILM

LAMINATED TO ALUMINUM FOIL CENTER CORE

BLACK LETTERING "CAUTION BURIED HIGH VOLTAGE

LINE BELOW" ON APWA RED BACKGROUND

(TO BE PLACED 1' BELOW EXIST. GRADE - TYP.)

20' RADIUS (MIN.)

PHASE "A"

2" SYSTEM GROUND

PHASE "B"

PHASE "C"

DIRECTIONAL

DRILL PIT

3" THICK BY 3'-0" WIDE

CONCRETE CAP W/

RED DYE

"B"

"B"

CABLE GUARD

REUSE CABLE CLAMPS

12"

BOTTOM ELEV. = 6.96

SP

C

-5

EXIST. GRADE = 15.3 (+/-)

T.O.C. = 10.46

SP

C

-5

CAP 6" SPARE CONDUIT

(PLUG & PLACE

MARKER AT CAP)

"A" "B" "C"

SPARE

5' RADIUS (MIN.)

SP

C

-5

6" MIN.

CONDUIT SPACER CONFIGURATION DETAILS

SPC-1 (x1) SPC-2 (x1)

PART# S288RJN

PART# S289RJN

PART# S288RJN

SPC-3 (x2)

PART# S288RJN

PART# S289RJN (x4)

PART# S287J

SPARE

SPC-5 (x4)

PART# S288RJN

PART# S289RJN (x2)

1' - 6"

1'

8"

6" SCH. 40 (PVC)

CONC.

ENCASEMENT

1' - 6"

1'

8"

(2) 6" SCH. 40 (PVC)

1' - 6"

2'

4"

1' - 6"

3'

6"

CONC.

ENCASEMENT

CONC.

ENCASEMENT

CONC.

ENCASEMENT

(4) 6" SCH. 40

(PVC)(3) 6" SCH. 40

(PVC)

1+00

DIRECTIONAL

DRILL PIT

SEE NOTE 4

UEN

UEN

UEN

UEN

DD

CAUTION: GUY ANCHORS

TO BE AVOIDED

20'-0" MIN

RADIUS

EXIST. TRANSMISSION

RISER STRUCTURE #45

1SP 11G

SP

6" HDPE SIDR (TYP)

1' -6

/8

1'-1 1/4"

CONDUIT BUNDLE

STRAPPING (SEE NOTE 1)

2000 kcmil CABLE (TYP)

2" HDPE SIDR 13.5 CONDUIT FOR 4/0

COPPER SYSTEM GROUND

SPARE

NTS

SECTION B-B - HDD BUNDLE (TYP)B

PP-1

1. THE HDPE CONDUITS (4-6" & 1-2") SHALL BE BUNDLED WITH HIGH

PERFORMANCE 3/4" x 0.04" EMBOSSED POLYESTER STRAPPING WITH A

MINIMUM BREAK STRENGTH OF 1800 LBS. THE STRAPPING SHALL BE

TENSIONED TO NO MORE THAN 70 PERCENT OF ITS BREAK STRENGTH

(1250 LBS.) THE STRAPPING SHALL BE FRICTION WELD JOINED WITH A

POWER STRAPPING TOOL TO PROVIDE HIGH JOINT SEAL EFFICIENTLY

WITH CONSTANT TENSION. THE HDPE CONDUIT BUNDLE SHALL BE

STRAPPED 5 FEET ON CENTER FOR THE FIRST 100 FEET OF HDD

PULLBACK AND 20 FEET ON CENTER THEREAFTER.

2. CONCRETE ENCASEMENT SHALL BE UTILIZED ON ALL CONDUITS WITHIN

4'-0" OF FINISHED GRADE.

3. CONTRACTOR TO VERIFY LOCATION & DEPTH OF EXISTING UTILITIES

PRIOR TO HDD.

4. CONTRACTOR SHALL PROVIDE HDPE TO PVC COUPLINGS AS REQUIRED.

PLAN

ENGINEERING RECORD

BY DATESTATUS

ASSIGNED

DESIGNED

CHECKED

APP'D

NO. REVISION DATE BY CH'D APP'D

SCALE: Building Community PROJECT DESIGN SEGMENT 20410

DRAWN

PROJECT NO.

DRAWING NO.

SHEET NO.

8008418

69KV CIRCUIT 680 UNDERGROUND RECONDUCTOR

TALLEYRAND AVE., KENNEDY SUBSTATION

D w g Fi le P at h:

V :\P

R O

JE

C

TS

\2

4\

-0

1.

- C

IR

C

U

IT

9K

V U

N D

E R

G R

O U

N D

R E

C O

N D

U C

TO

R

\D E

S

IG

N \C

A D

\S H

E E

TS

\C

K T

R E

P

LA

C E

M E

N T-

TR

A

N S

_P O

LE

_R

IS

E

R _A

N D

_S S

_R

IS

E R

_D E

TS

.D

W G

T ab

: T D

-1 P lo tte d:

B y B

R

IA

T H

O M

P S

O N o n

/1

6/

- 1

3:

L as t S av ed B y:

B

R

IA

T H

O M

P S

O N o n

/1

6/

-1

3:

THE OFFICIAL RECORD OF

THIS SHEET IS THE

ELECTRONIC FILE DIGITALLY

SIGNED AND SEALED

UNDER RULE

61G15-23.004, F.A.C.501 Riverside Avenue, Suite 501

Jacksonville, FL 32202 904.398.8636 www.chenmoore.com N.T.S. 08 OF 20

TRANSMISSION RISER POLE CONNECTION & OPEN CUT

DETAILS

TD-1

VRK

FGB

JDH

FGB

2'-3" MAX

DIAMETER BORE

E5

PP-2

PP-3

CONDUIT SPACER CONFIGURATION DETAILS

SECTION A-A

SPC-3 (x2)

N.T.S.

ENLARGED PLAN - TRANSMISSION RISER POLE

SCALE: 1" = 10'-0

"A" "A"

GRAPHIC SCALE

1"= 10' 0' 10' 20' 30'10'

CAUTION: UNDER GROUND

ELECT. IN THIS AREA

(SEE NOTE 3)

AØ

BØ

CØ

ISSUED FOR BID

NOT FOR CONSTRUCTION

NOTES:

7'

1"

EXIST.

FDTN. "M"

EXIST.

FDTN. "M"

EXIST.

FDTN. "B"

EXIST.

FDTN. "B"

SEE SHEET "P

P-3"

FOR C

ONTIN

UATIO

N

"D"

"D"

KENNEDY

SUBSTATION

HDD 1 - EXIT POINT & TRANSITION

TO OPENCUT

2" SCH. 40 (PVC) FOR

SYSTEM GROUND

CONC. ENCASEMENT

6" SCH. 40 (PVC)

NEW RISER LOCATION &

CL OF 6" SCH. 40 (PVC)

EXIST. RISER LOCATION

EXIST. TRANSMISSION RISER

STRUCTURE TO BE DEMOLISHED

SPC-5

SP

C-

SPC-5

SP

C

-2

SP

C

-1

FDTN. "M"

FDTN. "B"

HDD 2

"CØ" "BØ"

PLUG & PLACE MARKER BALL AT

TERMINUS OF SPARE 6" CONDUIT

N = 2192377.31 E = 458467.49

"AØ"

EXIST. 69kV

CIRCUIT 680

SP

C

-3

U G

E

U G

E

U G

E

7' (+/-) 7' (+/-)

CL

CL

CL

CL

2'

2'

"C"

E-5

E-5

"C" D-2

D-1 B

TD-2

A

E-5

3" WIDE TAPE, 5 MILS THICK WITH

CLEAR FILM LAMINATED TO ALUMINUM

FOIL CENTER CORE BLACK LETTERING

"CAUTION BURIED HIGH VOLTAGE LINE

BELOW" ON APWA RED BACKGROUND

7' - 1" 2' - 11"

T.O.P. = 14.70

1'

CL CL

BOTTOM = 8.70

T.O.P. = 14.70

CL

EXIST.

CONC. FDTN.

"M"

EXIST.

CONC. FDTN.

"B"

EXIST. GRADE = 14.5 (+/-)

C O

N C