2025-12-5_OCU_ADMIN_SOLAR.pdf

www.tetratech.com

CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.: CLIENT PROJECT No.:

ISSUED:

ENGINEERING BUSINESS NO. 2429

ORANGE COUNTY UTILITIES

UTILITIES ADMINISTRATION BUILDING

FLOATING SOLAR PANELS

9150 CURRY FORD RD

ORLANDO, FLORIDA 32825

200-10034-26001

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FL 32825

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

TEL: (407) 839-3955

DESIGN CRITERIA PACKAGE DRAWINGS FOR THE ADDITION OF FLOATING SOLAR

ARRAY SYSTEM AT ORANGE COUNTY UTILITIES ADMINISTRATION BUILDING STORM

WATER POND.

VICINITY MAP:

PROJECT LOCATION

ORANGE COUNTY BOARD

OF COUNTY COMMISSIONERS

ORANGE COUNTY MAYOR

JERRY L. DEMINGS

COUNTY ADMINISTRATOR

BYRON BROOKS

DIRECTOR OF UTILITIES

ED TORRES, M.S., P.E., LEED AP.

PREPARED FOR

UTILITIES ENGINEERING

ORANGE COUNTY, FLORIDA

ORANGE COUNTY BOARD

OF COUNTY COMMISSIONERS

DISTRICT 1

NICOLE H. WILSON

DISTRICT 2

CHRISTINE MOORE

DISTRICT 3

MAYRA URIBE

DISTRICT 4

MARIBEL GOMEZ CORDERO

DISTRICT 5

KELLY MARTINEZ SEMRAD

DISTRICT 6

MICHAEL "MIKE" SCOTT

DECEMBER 2025

MARK DATE DESCRIPTION BY

CHKD:

DRWN:

PROJ:

DESN:

www.tetratech.com

/4

/2

:1 0:

A

M

O :\P

R O

JE

C

TS

\O

R

LA

N D

O

\IE

R \1

\2

-1

-2

\C

AD

\S H

EE

TF

IL

ES

\G -0

.D

W G

ST

AN

O

, J

ER

EM

Y

A

2 3 4 5 6 7

B

C

D

E

F

Bar measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

ENGINEERING BUSINESS NO. 2429

200-10034-26001

UTILITIES ADMINISTRATION BUILDING (UAB)

FLOATING SOLAR PANELS

ORANGE COUNTY UTILITIES

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

TEL: (407) 839-3955

100% SUBMITTAL

ORANGE COUNTY UTILITIES

UTILITIES ADMINISTRATION BUILDING

ORANGE COUNTY, FL

9150 CURRY FORD ROAD

ORLANDO, FL 32825

PROJECT

ORANGE COUNTY UTILITIES

UTILITIES ADMINISTRATION BUILDING

FLOATING SOLAR PANELS

LOCATION: SECTION 07, TOWNSHIP 23 S, RANGE 31 E,

ORANGE COUNTY, FLORIDA.

NOTE:

ALL DISTURBED AREAS SHALL BE SODDED WITHIN 10 FEET OF ALL

STRUCTURES, PAVEMENTS, SIDEWALKS, SLABS AND EQUIPMENT.

PROVIDE SEED AND MULCH FOR ALL OTHER DISTURBED AREAS.

PROVIDE TWICE PER DAY WATERING FOR 60 DAYS.

100-YEAR FLOODPLAIN

ALL ELECTRICAL EQUIPMENT WILL BE INSTALLED A MINIMUM OF 1'-0"

ABOVE THE 100-YEAR FLOODPLAIN.

GENERAL NOTES

1. EXCAVATE CAUTIOUSLY LOCATIONS OF EXISTING UTILITIES INDICATED HEREIN ARE BASED ON

BEST AVAILABLE INFORMATION AND ARE NOT TO BE CONSIDERED ALL INCLUSIVE.

CONTRACTOR SHALL VERIFY EXACT LOCATION, CHARACTER AND NATURE OF ALL EXISTING AND

PROPOSED UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND PRIOR TO FABRICATION OF

PIPING AND EQUIPMENT TO ENSURE PROPER ASSEMBLY OF ALL ITEMS.

2. COVER OVER ALL PIPES AND CONDUITS SHALL BE THREE (3) FEET MINIMUM, OR AS SHOWN.

3. ALL EXCAVATIONS SHALL BE BACK FILLED AT THE END OF EACH WORK DAY.

4. ALL SITE WORK SHALL BE COORDINATED WITH THE COUNTY RESIDENT PROJECT

REPRESENTATIVE (RPR).

5. ALL EXISTING WATER, WASTEWATER AND REUSE VALVES SHALL BE OPERATED BY ORANGE

COUNTY UTILITIES AUTHORIZED REPRESENTATIVES. EXISTING VALVE BOXES AND MANHOLES,

WHICH ARE TO REMAIN, SHALL BE ADJUSTED TO THE FINISHED GRADE.

6. THE CONTRACTOR SHALL PROVIDE TANKERS AND SIGNED DOCUMENT ACKNOWLEDGING THE

UNDERSTANDING OF THE ORANGE COUNTY UTILITY "EMERGENCY WASTEWATER SPILL AND

WATER MAIN BREAK PROCEDURES", IN THE PRE-CONSTRUCTION PACKET FOR THE MEETING.

7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON-SITE DURING THE LIFE OF THE PROJECT, A WEATHERPROOF ENCLOSURE CONTAINING A READILY ACCESSIBLE LIST OF EMERGENCY

CONTACTS AND PHONE NUMBERS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTION OF ALL REQUIREMENTS OF

REGULATORY AGENCY PERMITS WITH REGARD TO CONSTRUCTION ACTIVITIES AND RELATED

CONDITIONS.

9. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL NO LESS THAN FOURTY-EIGHT (48)

HOURS PRIOR TO THE START OF CONSTRUCTION. - PHONE - 800-432-4777.

10. ADVANCE NOTIFICATION OF CONSTRUCTION

THE ORANGE COUNTY UTILITY CONSTRUCTION SECTION (407) 254-9798, SHALL BE NOTIFIED AT

LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY.

11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF

PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE

IN ADVANCE OF ORDERING MATERIALS FOR THE WORK. IF THERE IS A POTENTIAL CONFLICT,

THE CONTRACTOR SHALL NOTIFY THE COUNTY RESIDENT PROJECT REPRESENTATIVE

IMMEDIATELY WITH INFORMATION WHICH SHALL INCLUDE LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE.

12. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROPERTIES, THE

CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATE ACCESS ROUTES WHICH ARE

SUBJECT TO APPROVAL BY THE ENGINEER, AS PART OF THE M.O.T. (MAINTENANCE OF TRAFFIC)

PLAN.

13. THE DISPOSAL OF ANY EXCESS EARTH WORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

14. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL, OR AS DIRECTED BY THE RPR, ALL PAVING, GRASSED AREAS, STABILIZED EARTH, DRIVEWAYS, ETC., DISTURBED OR DAMAGED BY

THE CONSTRUCTION OR RELATED ACTIVITIES. ALL DISTURBED AREAS SHALL BE SODDED,

EXCEPT DIRT DRIVES AND WHERE INDICATED IN THE DRAWINGS.

15. SALVAGE AND/OR DISPOSAL OF ALL EXISTING EQUIPMENT SHALL BE AT THE DIRECTION OF THE

RPR.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL STRUCTURES, PIPE, CONDUIT, WIRE, FITTINGS, PANELS, ETC. THAT ARE DEMOLISHED, DISASSEMBLED, OR

REMOVED, PER SECTION 02080 OF THE SPECIFICATION MANUAL OF THIS PROJECT.

17. OPERATION OF ORANGE COUNTY UTILITIES ADMINISTRATION BUILDING CONSTRUCTION

ACTIVITIES SHALL NOT CAUSE INTERRUPTION TO THE FACILITIES OPERATION WITHOUT

APPROVAL FROM THE COUNTY. CONTRACTOR SHALL COORDINATE WITH COUNTY RPR WITH

SEVEN (7) DAYS MINIMUM NOTICE FOR SCHEDULING ALL SHUT DOWNS AND OUTAGES.

TRAINING, SPARE PARTS TRANSFER OR ANY OTHER INTERACTION WITH THE USE OF A

CONSTRUCTION ASSISTANCE REQUEST FORM (CAR).

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING

CONSTRUCTION AND TO OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THE TEMPORARY

DEWATERING.

19. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL BY THE COUNTY, A

COMPREHENSIVE WRITTEN PROCEDURE THAT DESCRIBES THE INTENDED CONSTRUCTION

SEQUENCE FOR MAINTAINING SERVICE. THIS PROCEDURE SHALL BE SUBMITTED WITH THE

PROJECT SCHEDULE.

20. THE CONTRACTOR SHALL NOTIFY THE COUNTY SEVEN (7) WORKING DAYS IN ADVANCE OF

NWRF FACILITY MAIN SHUT-DOWN.

21. ALL CONNECTIONS TO EXISTING SYSTEMS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER

THE CONNECTION PROCEDURE AND THE WORK SCHEDULING HAS BEEN REVIEWED AND

APPROVED BY THE COUNTY. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE

COUNTY A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO SCHEDULING SAID CONNECTIONS.

THE REQUEST SHALL OUTLINE THE FOLLOWING:

A. POINTS OF CONNECTION, AND MATERIALS TO BE USED.

B. ESTIMATED CONSTRUCTION TIME FOR SAID CONNECTIONS.

28. THE COUNTY SHALL REVIEW THE SUBMITTAL WITHIN SEVEN (7) WORKING DAYS AFTER RECEIPT

AND INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF THE REQUEST. IF THE

REQUEST IS REJECTED BY THE COUNTY, THE CONTRACTOR SHALL RESUBMIT THE WRITTEN

REQUEST, WHICH HAS BEEN MODIFIED IN A MANNER ACCEPTABLE TO THE COUNTY. ALL

CONNECTIONS SHALL BE MADE ONLY ON THE AGREED UPON DATE AND TIME. IF THE

CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED

UPON MANNER, HE SHALL BE REQUIRED TO RESCHEDULE THE SAID CONNECTIONS BY

FOLLOWING THE PROCEDURE OUTLINED IN NOTE 29.

29. REPAIR IMMEDIATELY

ALL DAMAGE TO ORANGE COUNTY FACILITIES SHALL BE REPAIRED IMMEDIATELY BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT DONE IN A TIMELY

MANER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY

PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR SAID REPAIRS.

30. TELEPHONE NOTIFICATIONS

THE ORANGE COUNTY DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT

OF A FORCEMAIN, GRAVITY SEWER, OR WATER MAIN BREAK OR DAMAGE AT (407)836-2777

(24-HOURS ASSISTANCE).

31. ALL WORK AND MATERIAL SHALL CONFORM TO THE ORANGE COUNTY UTILITIES STANDARDS

AND CONSTRUCTION SPECIFICATIONS MANUAL, LATEST EDITION OR AS INDICATED IN THE

PROJECT SPECIFICATIONS OR DRAWINGS.

32. ALL AREAS DISTURBED BY THE CONSTRUCTION WITHIN TEN FEET OF PAVEMENT, BUILDINGS

AND SLABS SHALL BE SODDED WITH BAHIA SOD. ALL OTHER AREAS DISTURBED BY THE

CONSTRUCTION ACTIVITIES SHALL BE SEEDED AND MULCHED.

33. AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO

THE ENGINEER FOR APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTRACTOR

SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS

OUTSIDE THE LIMITS OF THE CONSTRUCTION AREAS. CONTRACTOR SHALL PRESERVE THE

INTEGRITY AND CAPACITY OF THE EXISTING DRAINAGE SYSTEM. CONTRACTOR SHALL PROVIDE

HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY

WITH THE INTENT OF THIS SPECIFICATION. PROVIDE STORM WATER BY-PASS PIPING OR

PUMPING TO MAINTAIN DRAINAGE IN ALL LOCATIONS. TEMPORARY SILT FENCES AND STAKED

SILT BARRIERS SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION, SEC. 104-6

AND 104-7 AND SHALL BE INSTALLED AROUND ALL AREAS DISTURBED BY THE CONSTRUCTION

ACTIVITIES. AS A MINIMUM ALL CONSTRUCTION AREAS SHALL BE COMPLETELY SURROUNDED

BY SILT FENCE.

34. NOTIFY COUNTY RPR FOR SCHEDULING ALL SHUT DOWNS AND OUTAGES, TRAINING, SPARE

PARTS TRANSFER OR ANY OTHER INTERACTION WITH THE USE OF A C.A.R..

EMERGENCY NUMBERS

UTILITY PIPE DESIGNATION

NOTE:

THIS DRAWING WAS PREPARED IN CONFORMANCE WITH ASCE STANDARD CE/ASCE 38-02 "AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF

EXISTING SUBSURFACE UTILITY DATA"

CI/ASCE 3802 SUBSURFACE UTILITY QUALITY LEVEL INDEX

1. QUALITY LEVEL A (QLA): UTILITY INFORMATION WHICH HAS BEEN VISUALLY VERIFIED, SURVEY

LOCATED (BOTH HORIZONTALLY AND VERTICALLY) AND ACCURATELY REDUCED ONTO THE

DRAWINGS. THIS IS TYPICALLY SHOWN AS A HV VERIFICATION EXCAVATION HOLE.

2. QUALITY LEVEL B (QLB): UTILITY INFORMATION DERIVED BY MARKING THE APPROXIMATE SURFACE

HORIZONTAL LOCATION OF UTILITY USING ELECTRONIC METHODS BY THE UTILITY OWNER.

MARKINGS BY UTILITY OWNERS ARE ASSUMED TO BE LOCATED BY ELECTRONIC METHODS AND

SEPARATE LOCATES WILL NOT BE PERFORMED BY THE ENGINEER. MARKING IS SUBSEQUENTLY

FIELD SURVEY LOCATED AND ACCURATELY REDUCED ONTO THE DRAWINGS.

3. QUALITY LEVEL C (QLC): UTILITY INFORMATION OBTAINED AS BELOW FOR QUALITY LEVEL D, PLOTTED TO CORRELATE WITH SURFACE UTILITY FEATURES WHICH HAVE BEEN FIELD VERIFIED, SURVEY LOCATED AND ACCURATELY REDUCED ONTO THE DRAWINGS. INCLUDED IN THIS

CATEGORY ARE AERIAL UTILITY INFORMATION AND UTILITY DEPICTIONS, WHICH IN THE

PROFESSIONAL OPINION OF THE SUBSURFACE UTILITY ENGINEER, REPRESENT THE MOST

PROBABLE APPROXIMATE HORIZONTAL LOCATION, TYPE AND / OR EXISTENCE OF A UTILITY.

4. QUALITY LEVEL D (QLD): UTILITY INFORMATION PLOTTED ON THE DRAWING BASED SOLELY ON RECORD INFORMATION, INDIVIDUAL RECOLLECTIONS OR THE EXISTENCE OF UTILITY SERVICE. IT SHALL BE NOTED THAT ALL INFORMATION SHOWN (OTHER THAN AT TEST HOLE LOCATIONS, SEE

QLA ABOVE) WITH REFERENCE TO A UTILITIES SIZE, CAPACITY, MATERIAL COMPOSITION,

CONDITION OR SERVICE STATUS SHALL BE CONSIDERED QLD EVEN THOUGH THE UTILITY MAY BE

PLOTTED AND LABELED QLC OR QLB.

8" CLAY SAN (C)

UTILITIES ORANGE COUNTY DISPATCH ------------------------ 407-836-2777 (24-HR ASSISTANCE)

ELECTRIC DUKE ENERGY---------------------------------------------- 407-398-6670

SIZE

MATL TYPE

QUALITY

TYPE

CONCRETE REQUIREMENTS

1. 3000 PSI MINIMUM FOR SLABS, WALKS AND ENCASEMENTS NOT IN CONTACT WITH CORROSIVE SOILS. 5000 PSI IF IN CONTACT WITH CORROSIVE SOILS AS DEFINED BY FDOT STANDARDS, REFER

TO GEOTECHNICAL REPORT IN SPECIFICATIONS.

APPLICABLE CODES

8TH EDITION FLORIDA BUILDING CODE - 2023

NFPA1, FIRE CODE, FLORIDA EDITION, 2023 EDITION

NFPA70, NATIONAL ELECTRICAL CODE 2023 EDITION

NFPA101, LIFE SAFETY CODE - 2024 EDITION

G-001

GENERAL NOTES

AND INDEX

J. RIBOTTI

J. STANO

SHEET INDEX

SHEET NO. SHEET DESCRIPTION

GENERAL

G-000 COVER

G-001 GENERAL NOTES AND INDEX

CIVIL

C-101 OVERALL SITE AERIAL

C-501 CIVIL DETAILS

ELECTRICAL

E-001 SITE PLANS

E-002 SINGLE LINE DIAGRAM MODIFICATIONS

E-003 DETAILS

E-004 DETAILS

MARK DATE DESCRIPTION BY

CHKD:

DRWN:

PROJ:

DESN:

www.tetratech.com

/4

/2

:0 1:

A

M

O :\P

R O

JE

C

TS

\O

R

LA

N D

O

\IE

R \1

\2

-1

-2

\C

AD

\S H

EE

TF

IL

ES

\C -1

.D

W G

ST

AN

O

, J

ER

EM

Y

A

2 3 4 5 6 7

B

C

D

E

F

Bar measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

ENGINEERING BUSINESS NO. 2429

200-10034-26001

UTILITIES ADMINISTRATION BUILDING (UAB)

FLOATING SOLAR PANELS

ORANGE COUNTY UTILITIES

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

TEL: (407) 839-3955

100% SUBMITTAL

N

C-101

OVERALL SITE AERIAL

J. RIBOTTI

J. STANO

SCALE:

40' 80' 160'

1'' = 80'

R15'

(TYP)

6" STONE PAD, STONE

SIZE ASTM D448 SIZE #1

(1 1/2" TO 3 1/2" DIA.)

WOOD

GUARDRAILS.

(OPTIONAL)

50' 24'

SILT FENCE PROTECTION IN DITCHES

WITH INTERMITTENT FLOW

SILT FENCE PROTECTION AROUND

DITCH BOTTOM INLETS

SECTION

STORMWATER

RUNOFF

SILT FENCE

WATERCOURSE

SILT FENCE

SILT FLOW

A

POST OPTIONS: TYPE III

SOFTWOOD 2-1/2" DIA.

SOFTWOOD 2"X4"

HARDWOOD 1-1/2" DIA.

STEEL 1.33LBS/FT MIN.

POST OPTIONS: TYPE IV

SOFTWOOD 4" DIA.

SOFTWOOD 4"X4"

HARDWOOD 3" DIA.

STEEL 1.33LBS/FT MIN.

OPTIONAL POST

POSITIONS

20°±

FILTER

FABRIC

PRINCIPLE POST

POSITION

(CANTED 20°

TOWARD FLOW)

VE

R

TI

C

AL

B

" M

IN

8" C

ELEVATION

FILTER FABRIC (IN

CONFORMANCE

WITH SEC. 985 FDOT

SPEC.) SILT FLOW

NOTES FOR SILT FENCES

1. TYPE III SILT FENCE TO BE USED AT MOST

LOCATIONS.

2. TYPE IV SILT FENCE TO BE USED WHERE LARGE

SEDIMENT LOADS ARE ANTICIPATED.

SUGGESTED USE IS WHERE FILL SLOPE IS 1:2

OR STEEPER AND LENGTH OF SLOPE EXCEEDS

25 FEET. AVOID WHERE THE DETAINED WATER

MAY BACK INTO TRAVEL LANES OR OFF THE

RIGHT OF WAY.

3. DO NOT CONSTRUCT SILT FENCES ACROSS

PERMANENT FLOWING WATERCOURSES. SILT

FENCES ARE TO BE USED AT UPLAND

LOCATIONS AND TURBIDITY BARRIERS USED AT

PERMANENT BODIES OF WATER.

4. WHERE USED AS SLOPE PROTECTION, SILT

FENCE IS TO BE CONSTRUCTED ON 0%

LONGITUDINAL GRADE TO AVOID

CHANNELIZING RUNOFF ALONG THE LENGTH

OF THE FENCE.

5. SILT FENCE TO BE PAID UNDER THE CONTRACT

UNIT PRICE FOR STACKED SILT FENCE, (LF).

TYPE III TYPE IV

A 6' MAX. 10' MAX

B 3' OR MORE 5' OR MORE

C 15"-18" 33"

D 12" MIN. 18" MIN.

SOD

4" MIN. TOP SOIL

NOTE:

SEE PLANS FOR LOCATION

2"

PAVEMENT

NOTES:

1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO MIN 95%

(98% UNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER

AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR

FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

3. PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B"

BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

4. 15-IN MAX. (12-IN MIN.) FOR PIPE DIAMETER LESS THAN 24-IN AND 24-IN MAX (12-IN MIN)

FOR PIPE DIAMETER 24-IN AND LARGER.

5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

6. ALL PIPE SHALL BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF

THE FLOW.

7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL

APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN

ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF

RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

8. FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THE

PIPE AND COMPACTED BY HAND TAMP.

TRENCH WIDTH

VARIES

W/ PIPE SIZE

PIPE O.D.

(SEE NOTE 4)

COMMON FILL

12" (TYP)

SELECT

COMMON FILL

UNDISTURBED

EARTH

(SEE NOTE 3)

HAUNCHING

(SEE NOTE 8) (S

EE

N

O

TE

INITIAL

BACKFILL

TR

EN

C H

B

AC

KF

IL

L (S

EE

N

O

TE

" L

IF

TS

M

AX

IM

U

M

FINISHED GRADE

MIN 12" WATER LEVEL

1.5

NOTES:

1. LONGITUDINAL CUTS SHALL REQUIRE OVERLAY/RESURFACE OF THE COMPLETE WIDTH OF THE

TRAVELED WAY.

2. ACTUAL REQUIREMENTS WILL BE AS STATED ON THE APPROVED PERMIT AND DRAWINGS.

3. BASE REPLACEMENT SHALL BE 8-IN THICK AND 3,000 PSI HIGH EARLY STRENGTH CONCRETE.

4. ASPHALT CONCRETE SURFACE MATERIAL SHALL BE REPLACED WITH THE SAME TYPE OF

MATERIAL THAT EXISTED AT THE TIME OF REMOVAL, OR AS APPROVED BY THE COUNTY PUBLIC

WORKS DEPARTMENT.

5. MINIMUM ASPHALTIC CONCRETE SURFACE OVERLAY THICKNESS SHALL BE 1-IN OR AS

APPROVED BY THE COUNTY ENGINEER.

6. ALL JOINT CUTS SHALL BE MECHANICALLY SAW CUT.

7. IF PERMANENT ASPHALT IS NOT APPLIED WITHIN 24-HRS OF WORK, MIN 2" TEMPORARY COLD

PATCH REQUIRED.

8. SUB-GRADE CUT TO BE COMPACTED TO 98% MAX DENSITY AS DETERMINED BY AASHTO T-180.

EXISTING BASE MATERIAL AND BE PLACED AT TIME OF ASPHALT PLACEMENT. CUT AREA TO BE

PLATED OR PROTECTED THE DAY OF THE POUR.

9. MIN 8" THICK 3,000 PSI CONCRETE, 5000 PSI FOR CORROSIVE SOILS AS DEFINED BY FDOT, REFER TO GEOTECHNICAL REPORT. FOR DUCT BANK USE RED DYE THROUGHOUT, NOT

SPREAD ON TOP.

" M

IN

NOTE 9

TRENCH WIDTH =

PIPE DIAMETER +

2'-0" (MIN)

VARIES

FINAL ASPHALT MIN 2" OR

MATCH EXISTING

(WHICHEVER IS GREATER)

VARIES

SAWCUT

(TYP)

MIN 1" MILL &

RESURFACE

TO EXISTING

(TYP)

UNDISTURBED

EARTH

SUBGRADE

(COMPACTED TO

98% MAX DENSITY)

2'-0" MIN

2" COVERAGE

ALL AROUND

#3/O BARE

COPPER

CONDUITS (TYP.)

NOTE 9

3 SODDING DETAIL

SCALE: NTS

2 SILT FENCE DETAIL AS PER 2006 FDOT INDEX #102

SCALE: NTS

1 CONSTRUCTION ENTRANCE DETAIL

SCALE: NTS

4 BEDDING AND TRENCHING - TYPE A - DETAIL

SCALE: NTS

5 OPEN CUT DETAIL

SCALE: NTS

6 REMOVABLE BOLLARD DETAIL

SCALE: NTS

7 EXTERIOR EQUIPMENT PAD DETAIL

SCALE: NTS

SAND, GRAVEL OR

CRUSHED STONE

4" MIN.

CONCRETE

ENCASEMENT

PAVEMENT

36"x36"

CONCRETE SLAB

APPLY NON-SHRINK GROUT TO

FILL ANNULAR SPACE BETWEEN

SLEEVE AND PRECAST PAD

8" SCH 40 STAINLESS SLEEVE

EXTENDED 4" ABOVE CONCRETE

SLAB AND PAINT WITH SAFETY

YELLOW

6" SCH 40 GALVANIZED STEEL

PIPE PAINT ENTIRE BOLLARD

WITH 2 COATS OF SAFETY

YELLOW

6" SCH 40 GALVANIZED CAP

STEEL LIFTING HOOKS

(INSIDE CAP)

5' -0

2'

-6

6"

12" (TYP)

1" PVC WEEPHOLE

(TYP)

8" SCH 40 GALVANIZED STEEL

CAP WITH 2" OPEN TAP TO

ALLOW DRAINAGE

PLASTIC COVER TO

KEEP WATER OUT

NOTES:

1. COORDINATE PAD WIDTH AND LENGTH WITH EQUIPMENT MANUFACTURER AND

CONTRACT DRAWINGS. PROVIDE SCHEDULED CLEARANCE AROUND THE PERIMETER

BETWEEN THE OUTSIDE EDGE OF PAD AND OUTERMOST PORTION OF EQUIPMENT.

2. COORDINATE SIZE AND LOCATION OF REQUIRED OPENINGS WITH EQUIPMENT

MANUFACTURER.

3. PROVIDE A BROOM FINISH TO TOP CONCRETE SURFACE.

4. ANCHOR EQUIPMENT TO CONCRETE PER MANUFACTURER RECOMMENDATIONS.

5. COORDINATE DRAIN AND CONCRETE SLOPE REQUIREMENTS.

6. MIN 8" THICK 3,000 PSI CONCRETE, 5000 PSI FOR CORROSIVE SOILS AS DEFINED BY

FDOT, REFER TO GEOTECHNICAL REPORT

GRADE

PLAN

6" CRUSHED

AGGREGATE

#5 AT 12" EACH WAY

TOP AND BOTTOM

3/4" CHAMFER

ALL EDGES

COMPACTED SUBGRADE

(TYP), REFER TO CIVIL

SHEET C-102 AND

GEOTECHNICAL REPORT

SECTION

EQUIPMENT LENGTH +6"

EQ

U

IP

M

EN

T

W

ID

TH

6"

1' -0

2"

2" 3"

MARK DATE DESCRIPTION BY

CHKD:

DRWN:

PROJ:

DESN:

www.tetratech.com

/4

/2

:0 2:

A

M

O :\P

R O

JE

C

TS

\O

R

LA

N D

O

\IE

R \1

\2

-1

-2

\C

AD

\S H

EE

TF

IL

ES

\C -5

.D

W G

ST

AN

O

, J

ER

EM

Y

A

2 3 4 5 6 7

B

C

D

E

F

Bar measures 1 inch, otherwise drawing not to scale

C op yr ig ht : T et ra

T ec h

ENGINEERING BUSINESS NO. 2429

200-10034-26001

UTILITIES ADMINISTRATION BUILDING (UAB)

FLOATING SOLAR PANELS

ORANGE COUNTY UTILITIES

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

TEL: (407) 839-3955

100% SUBMITTAL

C-501

CIVIL DETAILS

J. RIBOTTI

J. STANO

UTILITIES ADMINISTRATION

BUILDING (UAB)

FLOATING SOLAR PANELS

PROJECT NO.

Designed by: WCN

Drawn by: SDV SHEET NO.Checked by: WCN

1-004‘EtectricaC (Design AssociatesApproved by: WCN

CHK’D.DATE DESCRIPTIONREV. DRAWN

Date:

REVISIONS

6965 PIAZZA GRANDE AVE., STE. 311

ORLANDO, FLORIDA 32835

PHONE: (407) 745-5604

FAX: (407) 745-5605

C.O.A. No. 8079

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017 E-001

SITE PLANS

OVERALL SITE PLAN

NTS

NEW 2500A

TAP BOX &

DISCONNECT

NEW

BI-DIRECTIONAL

METER

TRANSFORMERS PLAN -1

NTS

GENERATOR/FUEL LOCATION - 3

NTS

SERVICE ENTRANCE PLAN

NTS

ELECTRICAL ROOM PANEL MDP MAIN - 2

NTS

SEE SERVICE

ENTRANCE

PLAN

FIRE PUMP

TRANSFORMER

& METER

BUILDING

TRANSFORMER

& METER

NOVEMBER 2025

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY WILLIAM C. NELSON ON THE DATE

ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

FLOATING SOLAR PANELS

L

TVSS

ES ST 277/480V 30 4W 10FIRE PUMP MDP 2 TVSS

TO CARRY 472 AMPS CONTROLLER ATS 277/480V 30 4W800A 3 15 6 19 |l0 11 12 13 14 15 16 EDP1 2 4 7 8CONTINUIOUSLYUTILITY UTILITY 8) K Ox Ox Ox Ox Ox Ox Ox Ox Ox Ox Ox Ox

/ 0) 0/ 0) Q) 0) Q) 0/ 0> 0/ 0) 0) 0)

) O-N.COMPANY COMPANY O'

2500E

O- O O- OQ Q Q

75HP 1

00, 1150]

10 2!00, 125 2 00} LUPS^125

22. 00 2 2 CHILLER4/0 2

EH2A

500 25 LEH2B

CHILLER150

H3/H3A1ST FLOOREXTERIOR

H2AH2A

H1AH1A

ELEVATOR NORMAL

— CHILLER

CHILLER

H3B

H2B H1B

ONE-LINE DIAGRAM

NTS

PROJECT NO.

WCN

SDV

SHEET NO.WCN

I-004‘EtectricaC (Design AssociatesWCN

CHK’D.REV. DATE DRAWN DESCRIPTION

REVISIONS

Designed by:

Drawn by:

Checked by:

Approved by:

Date:

o- Q

O o-

BUILDING

TRANS.

IN

IG

SEE

NOTE 1

FIRE PUMP

TRANS. 500 KW, 480/277V

3 PHASE, STANDBY

GENERATOR WITH

MAIN BREAKER

LOCATED AT

MAIN ENTRY

100,000AIC

SERVICE

RATED

SURGE

ARRESTOR

NOTE 1 -----

75HP LOAD.

MUST BE SIZED

PROVIDE

SURGE

ARRESTORS

ON CABLES

FOR EACH

TRANSFORMER

JOCKEY ~ -

PUMP

TO EH2A 32:34:36

30/3

6965 PIAZZA GRANDE AVE., STE. 311

ORLANDO, FLORIDA 32835

PHONE: (407) 745-5604

FAX: (407) 745-5605

C.O.A. No. 8079

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

, FIRE

J PUMP

E-002

SINGLE LINE DIAGRAM

MODIFICATIONS

6 - 4" W/ 4#750 KCMIL EACH

NOTES:

PROVIDE NEW WIRE AND CONDUIT AS NOTED FROM THE EXISTING DUKE ENERGY

BUILDING TRANSFORMER TO THE NEW TAP BOX.

INTERCEPT EXISTING CONDUITS AND EXTEND TO THE NEW TAP BOX WITH NEW WIRING

FROM PANEL MDP TO THE TAP BOX. OUTAGE SHALL BE LIMITED TO 8 HOURS AND

PERFORMED AFTER NORMAL OPERATING HOURS FOR THE BUILDING.

THE EXISTING SINGLE LINE DIAGRAM IS FROM RECORD DRAWINGS DATED IN 2003.

DESIGN BUILDER TO CONFIRM EXISTING EQUIPMENT, WIRING AND CONDUIT

INFORMATION FOR CONSIDERATION IN THEIR DESIGN.

THIS EQUIPMENT TO BE MOUNTED ADJACENT TO THE EXISTING DUKE ENERGY

TRANSFORMERS AS SHOWN ON E-001.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2023 FLORIDA BUILDING CODE

AMENDMENTS, THE 2020 NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL

LOCAL RULES AND ORDINANCES.

ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABORATORIES

RECOGNIZED LABELS WHERE APPLICABLE.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF

THEIR WORK.

ALL HARDWARE AND MATERIALS SHALL BE 316 STAINLESS STEEL. PROVIDE NEW

PROTECTIVE CAPS FOR ALL MOUNTING STRUT.

CONFIRM EXISTING GENERATOR AND ATS ARE OPEN TRANSITION AND WILL NOT

OPERATE IN PARALLEL WITH SOLAR SYSTEM. PROVIDE NECESSARY PROTECTION AS

REQUIRED.

VOLTAGE DROP SHALL NOT EXCEED 3% FOR ALL CONDUCTOR SIZING.

REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

NEW SOLAR SYSTEM SHALL MEET ALL DUKE ENERGY REQUIREMENTS INCLUDING

COORDINATING NEW AND MODIFIED WORK.

SOLAR SYSTEM ADDITIONAL NOTES:

INVERTER ASSEMBLY TO BE IEEE 1547 AND UL 1741 CERTIFIED.

COMBINER BOXES SHALL BE LOCATED LANDSIDE OR RAISED TO HAVE NO WATER

ENTRY. CABLE CONNECTORS SHALL BE RATED FOR SUBMERGENCE TO AVOID WATER

IN BOXES. PV CONNECTORS TO BE DESIGNED TO WITHSTAND UV AND CABLE

STRESSES WITHOUT BREAKAGE. SPACE FOR WALKING AROUND ANY WATER SIDE

BOXES WITHOUT CLIMBING OVER SHALL BE PROVIDED. CABLE MANAGEMENT SYSTEM

TO BE PROVIDED FOR WATER SIDE DESIGN.

PROVIDE FOR SOLAR DATA ACQUISITION SYSTEM, CUSTOMER SEPARATE METER AND

SEL PROTECTIVE RELAYS INCLUDING FIBER OPTIC COMMUNCIATIONS AND CONTROLS.

PROTECTION RELAY SETTINGS TO BE COORDINATED WITH DUKE ENERGY.

PROVIDE FOR BUS MOUNTED SURGE PROTECTION DEVICES THROUGHOUT THE

DISTRIBUTION.

2500 AMP, 480V, 4W

PAD MOUNTED

CABLE TAP BOX IN

NEMA 4X PAD

LOCKABLE

ENCLOSURE WITH

CONCRETE PAD

1200 AMP, 480V,

FUSED GENERATOR

DISCONNECT

SWITCH IN NEMA 4X

ENCLOSURE PER

DUKE ENERGY

REQUIREMENTS

NOVEMBER 2025

TO PV SWITCHBOARD,

METERING, INVERTERS,

DISCONNECTS, ETC.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY WILLIAM C. NELSON ON THE DATE

ADJACENT TO THE SEAL.

FLOATING SOLAR PANELS

PROJECT NO.

WCN

SDV

SHEET NO.WCN

I-004‘EtectricaC (Design AssociatesWCN

CHK’D.REV. DATE DRAWN DESCRIPTION

REVISIONS

Designed by:

Drawn by:

Checked by:

Approved by:

Date:

6965 PIAZZA GRANDE AVE., STE. 311

ORLANDO, FLORIDA 32835

PHONE: (407) 745-5604

FAX: (407) 745-5605

C.O.A. No. 8079

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

TYPICAL CONDUIT THRU SLAB

N.T.S.

R

VARIES

VARIES

3"

2"

3"

4"

4"

FINISHED FLOOR

INSTALL PULLSTRINGS AND CAP

ALL EMPTY CONDUITS. SEE

SPECS FOR CONDUITS TO

PANELS

HOUSEKEEPING PAD

3/4" X 45° CHAMFER

CABLE ℄ RADIUS

TANGENT AT THIS

POINT

PLAN VIEW

SECTION

NOTES:

1" AT SWITCHGEAR.

PROVIDE 316 SS TAG WITH

CONDUIT SIZE AND LOCATION OF

OTHER END TIED TO CONDUIT

WITH 316 SS WIRE.

NOTES:

48 INCH X 48 INCH X 48 INCH

OLDCASTLE PRECAST

CONCRETE PULLBOX

#6 BARE TO STEEL

CONDUITS OR BOND

WIRES.

COPE TYPE 'C' CABLE

RACK AND ARM

BIND CIRCUIT CONDUCTOR

IN EACH CONDUIT W/

NYLON STRIPS.

GRADE

PULLBOX DETAIL

PVC END BELL FITTING

SUITABLE FOR USE WITH

SCHEDULE 40, AND SCHEDULE

60. MANUFACTURED BY CARLON

ELECTRICAL PRODUCTS OR

EQUAL. (TYPICAL)

ALL WIRES IN PULL BOX TO BE LABELED INDICATING CIRCUIT NUMBERS. SEE

SPECIFICATIONS.

DO NOT SPLICE CABLES IN PULL BOXES UNLESS OTHERWISE NOTED.

PATCH CONDUIT ENTRY WINDOW WITH CONCRETE.

3/4" X 20' GROUND ROD

N.T.S.

GRAVEL

TRAFFIC COVER AND FRAME.

PULL-IN EYE OPPOSITE

DUCT ENTRANCE

SMOKE SEAL SEALANT

OR GROUT

2" MIN. SMOKE SEAL

COMPOUND. FILL VOID

COMPLETELY AROUND

CONDUIT

CORE DRILL HOLE

1/8"Ø GREATER

THAN SLEEVE O.D.

CONTINUOUS CONDUIT -

CENTER IN SLEEVE, SUPPORT

TO PREVENT MOVEMENT. ONE

CONDUIT MAX. PER SLEEVE

6" NOM. MIN.

@ 2 HR. WALLS

2"2"

RIDGID STEEL CONDUIT

SLEEVE. ONE SIZE

LARGER THAN CONDUIT.

LOCKNUT ON BOTH

SIDES OF WALL

2 1/2" MIN. FORMING

MATERIAL - FIRE SAFING

INSULATION

PLASTER, CONC. BLOCK

OR CONC. WALL

NOTES:

THIS DETAIL USED IN BOTH 1 HR. AND 2 HR.

PARTITIONS.

CONDUIT SLEEVE DETAIL AT WALL

N.T.S.

NOTES:

ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL,

UNLESS OTHERWISE NOTED.

RACK STRUCTURE TO BE CERTIFIED PER FLORIDA

BUILDING CODE. CONTRACTOR SHALL SUBMIT SIGNED

AND SEALED WIND LOAD CALCULATIONS FROM A

STRUCTURAL ENGINEER LICENSED IN THE STATE OF

FLORIDA.

MECHANICAL

CONNECTION

(TYP. OF END

CHANNEL, LENGTH

6" ALUMINUM

AS REQUIRED.

ADD MIDDLE

CONCRETE

SLAB

SUPPORT AS

5'-0" LONG.

INDICATED ON

RACK IS MORE THAN

PLAN DWG. & WHEN

SUPPORTS)

ACCOMMODATE VARYING EQUIPMENT SIZES.

ARRANGEMENT OF EQUIPMENT, ADD EXTRA

OF EACH PIECE

OF EQUIPMENT

COPPER GND. TO

GND. GRID & TO

GROUNDING STUD

#4 AWG. BARE

CHANNEL, 72"

FASTENER

CONCRETE

(TYP. OF 3)

ON RACK

BASEPLATE

6" ALUMINUM

HORIZONTAL SUPPORTS AS REQUIRED TO

BE DETERMINED BY MOUNTING HOLE

POSITION OF BOTTOM SUPPORT SHALL

HIGH

EQUIPMENT RACK DETAIL

N.T.S.

SUPPORT FROM BUILDING STRUCTURE

CONDUIT CLAMP

NOTE: 1-5/8" x 1-5/8"

316 SS CHANNELALL HARDWARE SHALL BE

316 STAINLESS STEEL.

CLAMP MATERIAL TO

MATCH ALUMINUM

CONDUIT.

WALL MOUNTED

WALKWAY ANDTRAPEZE ASSEMBLY

WELL

GROUND TEST

/8

19 3/4"

N.T.S.

GROUND TEST WELL

3" HIGH LETTERS

CAST IN IRON COVER

RECESSED HOLD

DOWN (TYP.)

LIFTING HOLE

CAST IRON

COVER

PLAN VIEW

14-5/8"

COURSE SAND OR

PEA GRAVEL

(OPEN BOTTOM)

COMPACTED

GRAVEL BASE

2"

PRE-CAST

CONCRETE

5/8" X 20'

STAINLESS STEEL

GROUND ROD/ELECTRODE

GROUND WIRE

MECHANICAL

CONNECTION

SECTION

TO

MAIN

COUNTERPOISE

GROUND SYSTEM

NOTE:

1. INSTALL COUNTERPOISE CONDUIT DIRECTLY TO

BOTTOM OF ENCLOSURE IN APPROVED MATTER

AND CONNECT COUNTERPOISE CONDUCTOR TO

MANUFACTURER'S DESIGNATED GROUNDING BAR.

MAIN ENCLOSURE GROUND BAR

MINIMUM SIZED 6 AWG MTW INSULATED

GREEN STRANDED COPPER CONDUCTOR

SEE NOTE 1

ENCLOSURE

BACK PANEL

ENCLOSURE

EXTERIOR

#4/0 AWG STRANDED BARE

TINNED COPPER CONDUCTOR

#6 AWG HI PRESS, 1

HOLE LUG

SERVIT LUG w/ STUD

SEAL CONDUIT WITH "DUXSEAL" OR

APPROVED EQUAL

CONTROL, JUNCTION AND INSTRUMENT PEDESTAL

ENCLOSURES GROUNDING DETAIL

N.T.S.

E-003

DETAILS

NOVEMBER 2025

CONDUIT PIPE STRAP MOUNTING DETAILS

N.T.S.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY WILLIAM C. NELSON ON THE DATE

ADJACENT TO THE SEAL.

FLOATING SOLAR PANELS

PROJECT NO.

WCN

SDV

SHEET NO.WCN

I-004‘EtectricaC (Design AssociatesWCN

CHK’D.REV. DATE DRAWN DESCRIPTION

REVISIONS

Designed by:

Drawn by:

Checked by:

Approved by:

Date:

6965 PIAZZA GRANDE AVE., STE. 311

ORLANDO, FLORIDA 32835

PHONE: (407) 745-5604

FAX: (407) 745-5605

C.O.A. No. 8079

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

TERMINALS

MYERS HUB CONNECTOR

CONDUCTORS TO

CABLE

GRADE

UNION

CONTROL PANEL, DISCONNECT

OR JUNCTION BOX, ETC.

WATER TIGHT CONNECTION DETAIL

N.T.S.

M

IN

0.

NOTE 1

NOTE 2

NOTE 3

1. GROUND ROD TO COUNTERPOISE CONDUCTOR SHALL BE

CONNECTED BY MEANS OF A EXOTHERMIC WELD. GROUND

ROD SHALL BE 3/4 INCH IN DIAMETER AND 20 FOOT

LENGTH MINIMUM.

2. COUNTERPOISE CONDUCTOR TO CONDUCTOR CONNECTION

SHALL BE CONNECTED BY MEANS OF EXOTHERMIC WELD

AND THE CONDUCTOR FROM COUNTERPOISE LENGTH TO

GROUND ROD SHALL HAVE A MINIMUM OF 36 INCHES.

3. UNDERGROUND INSTALLATION OF COUNTERPOISE SYSTEM

SHALL BE BURIED AT A MINIMUM DEPTH OF 30 INCHES.

4. ALL COMPONENTS USED IN INSTALLATION WITHIN SHALL

COMPLY WITH SPECIFICATION 16450.

5. #3/0 AWG STRANDED BARE COPPER CONDUCTOR

NOTE 2

FINISHED GRADE

NOTE 5

NOTE 5

#3/0 AWG STRANDED

BARE COPPER

N.T.S.

COUNTERPOISE GROUND ROD

CONNECTION DETAIL

N O

TE

FINISHED GRADE

1. UNDERGROUND INSTALLATION OF COUNTERPOISE SYSTEM

SHALL BE BURIED AT A MINIMUM DEPTH OF 30 INCHES.

2. ALL COMPONENTS USED IN INSTALLATION WITHIN SHALL

COMPLY WITH SPECIFICATION 16450.

COUNTERPOISE CONDUCTOR

TO SPECIFIC AREA OR

DEVICE

EXOTHERMIC WELDED

CONNECTION

#4/0 STRANDED BARE

TINNED COPPER

MAIN COUNTERPOISE

GROUNDING SYSTEM

CONDUCTOR

N.T.S.

COUNTERPOISE CONDUCTOR

CONNECTION DETAILPULL BOX CABLE SUPPORT

N.T.S.

E-004

DETAILS

NOVEMBER 2025

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY WILLIAM C. NELSON ON THE DATE

ADJACENT TO THE SEAL.