[K]_2025.02.10_Collins_Lighting_Phase1_Signed_7-2-25.pdf

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

10 11 12

131415

9 10 11

131415

29 28

32 33

Beattys

Corner Trapnell

Mud L.

PLANT CITY

Pop. 29,915

PLANT CITY

Mill

Midway

APT.MUNICIPAL

Rd.

Trapnell Rd.

W ig g in s

P r a ir ie

E n g l i s h

C r

Howell

C r

C r e e k

Cork

Prarie

10 92 B30 headCh.

Spring

Academy

Cork

CSX

TRANS.

R A I L

R O

A D

Youmans

Coronet

Jct.

Bealsville

39A

39B

39A

574B

574A 574A

574A

FS

CP

F S

C P

FS

J

J

J

STA 513+50.00

BEGIN PROJECT

STA 526+46.05

END PROJECT

T-28-S

T-29-S

T-28-S

T-29-S

R -2

-E

R -2

-E

R -2

-E

R -2

-E

Priya.Bavanaka

PROJECT LOCATION

GOVERNING STANDARD SPECIFICATIONS:

GOVERNING DESIGN STANDARDS:

SITE LOCATION MAP

PALM

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

N

INDEX OF LIGHTING PLANS

COLLINS STREET COMPLETE STREET DESIGN

CITY OF PLANT CITY

PHASE I

LIGHTING PLANS

ENGINEER OF RECORD:

LIGHTING PLANS

PLANS PREPARED BY:

TO LAKELAND

TO TAMPA

TO CRYSTAL SPRINGS

TO LITHIA

L-12

L-11

L-5 THRU L-10

L-4

L-3

L-2

L-1

SHEET NO.

DECORATIVE LIGHT POLE DETAIL

SERVICE POINT/LOAD CENTER DETAIL

LIGHTING PLANS

POLE DATA AND LEGEND

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

SHEET DESCRIPTION

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 91978

R E

E

NI

GNE LANOIS

SE

F O

R P

ESNECIL

ADIROL

F

O Z

NEVORP .J SALO

H

CI

N

(813) 620-1460

TAMPA, FL. 33602

201 NORTH FRANKLIN STREET, SUITE 1400

KIMLEY-HORN AND ASSOCIATES

NICHOLAS J. PROVENZO, P.E. NO.: 91978

FPID: 441502-1-54-01

http://www.fdot.gov/design/standardplans

Bridge Construction and applicable Interim Revisions (IRs) at the following website:

Florida Department of Transportation, FY2024-25 Standard Plans for Road and http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY2024-25 Standard Specifications

NO.

SHEET

REGISTRY NO.: 35106

PHONE (813) 620-1460

TAMPA, FLORIDA 33602

201 NORTH FRANKLIN STREET, SUITE 1400

CONSULTING ENGINEERS AND PLANNERS

KIMLEY-HORN AND ASSOCIATES, INC.FINAL PLANS

FEBRUARY 10, 2025

FRANK COUGHENOUR, P.E.PLANT CITY PROJECT MANAGER: L-1

TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

L-5 L-6 L-7 L-8 L-9 L-10

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 27 303 518 520 452 173 1,993 1,993

630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 262 59 69 390 390

635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 1 10 15 10 7 5 48 48

639-1121 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER FURNISHED BY POWER COMPANY AS 1 1 1

715-1-12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 TO NO.6 LF 153 2,391 2,927 2,280 2,067 879 10,697 10,697

715-7-11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1 1 1

715-500-1 POLE CABLE DISTRIBUTION SYSTEM, F&I, CONVENTIONAL EA 1 9 12 10 7 5 44 44

715-516-115 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I, POLE TOP MOUNT-ALUMINUM, 15' EA 1 9 12 10 7 5 44 44 c:\pw\kh1\d0111156\TABQLT01.dgnrobert.myers 3/19/2024 2:34:02 PM Default

CITY OF COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

COLLINS STREET

COMPLETE STREET DESIGN

PLANT CITY HILLSBOROUGH

201 NORTH FRANKLIN STREET, SUITE 1400

TAMPA, FL 33602

NICHOLAS J. PROVENZO, P.E.

P.E. LICENSE NUMBER 91978

KIMLEY-HORN AND ASSOCIATES

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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GENERAL NOTES

BE DETERMINED BY THE CONTRACTOR AND THE UTILITY OWNERS DURING CONSTRUCTION.

LIGHTING GENERAL NOTES

1.

2.

3.

ALL PROPOSED PULL BOXES SHALL BE 13"x24" UNLESS OTHERWISE STATED IN THE PLANS.4.

THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. THE EXACT LOCATION SHALL

5.

VOLTAGE COMPONENTS. PERFORM WORK IN ACCORDANCE WITH OSHA STANDARDS.

EXTREME CAUTION SHALL BE EXERCISED AT ALL TIMES IN PERFORMANCE OF WORK AROUND THE PRIMARY HIGH

ENERGIZED CONDUCTORS AT INSTALLATION SITE, OR TAKE OTHER SAFETY PRECAUTIONS AS NECESSARY.

ENERGIZED ELECTRICAL CONDUCTORS. AT ITS OPTION, THE POWER COMPANY SHALL ASSIST, COVER UP

NOTIFY POWER COMPANY AT LEAST 48 HOURS PRIOR TO ANY INSTALLATION THAT IS WITHIN 10 FEET OF

6.

7.

8.

DESIGN STANDARDS, LATEST REVISION.

CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

PROPERLY GROUND AND BONDED PER N.E.C. REQUIREMENTS.

CODE AND THE CURRENT EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE. ALL COMPONENTS SHALL BE

ALL ELECTRICAL WORK SHALL MEET ALL REQUIREMENTS OF THE CURRENT EDITION OF THE NATIONAL ELECTRIC

CURRENT EDITION.

GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES OR UNDERGROUND

UTILITIES.

CONSTRUCTION ON THE JOB SITE.

LISTED ON THE ROADWAY PLAN GENERAL NOTES 2 FULL BUSINESS DAYS IN ADVANCE OF BEGINNING

NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF FLORIDA INC. (1-800-432-4770) AND UTILITY OWNERS

L-3 c:\pw\kh1\d0111156\PLDTLT01.dgnrobert.myers 3/19/2024 2:34:10 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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POLE DATA AND LEGEND

POLE DATA

LEGEND

DESCRIPTIONSYMBOLS

Average Initial Intensity

- Conventional Lighting 1.0 H.F.C

LIGHTING DESIGN CRITERIA

CONVENTIONAL

copper bond conductor inside conduit with other conductors.

2" Schedule 40 PVC conduit (open trench). Extend conduit beyond edge of pavement to pull boxes. Run one (1) pull boxes. Run one (1) copper bond conductor inside conduit with other conductors.

2-2" schedule 40 conduit, directional bored under pavement. Extend conduit beyond edge of pavement to

Standard Specifications for Road and Bridge Construction.

Proposed lighting pull box with/without concrete pad per FDOT Index. For specifications see Section 635 of

Proposed load center.

finish.

was used as the basis of design. Mounted on Sternberg 4200 Augusta decorative pole with frangible base, black

277 volt operation. Manufacturer: Sternberg Lighting curve S22084, catalog #D650SRLED-16L40T3-MDL014-BLOC

58 watt LED luminaire. Designed for short Type III distribution. Integral regulator type ballast wired for 120-

* DENOTES USE OF SPREAD FOOTING FOUNDATION OPTION PER FDOT INDEZ 715-002

Uniformity Ratio Avg./Min. 4:1 Or Less

- Midblock Crosswalk 2.0 V.F.C

Vertical Illumination

NO.

POLE

CIRCUIT STATION & OFFSET ARM LENGTH

WATTAGE

LUMINAIRE

HEIGHT

MOUNTING

SETBACK

POLE

PAY ITEM

1* A-1 STA. 514+70, 29' RT POLE TOP MOUNT 58 12' 5.5' 715-516-115

2* A-2 STA. 515+00, 24' LT POLE TOP MOUNT 58 12' 5.7'

3* A-1 STA. 515+45, 29' RT POLE TOP MOUNT 58 12' 5.4'

4* A-2 STA. 515+68, 20' LT POLE TOP MOUNT 58 12' 5.5'

5* A-1 STA. 515+95, 29' RT POLE TOP MOUNT 58 12' 5.5'

6 A-2 STA. 516+23, 20' LT POLE TOP MOUNT 58 12' 5.5'

7* A-1 STA. 516+45, 29' RT POLE TOP MOUNT 58 12' 5.3'

8 A-2 STA. 516+65, 20' LT POLE TOP MOUNT 58 12' 5.5'

9 A-2 STA. 517+05, 46' LT POLE TOP MOUNT 58 12' 3.5'

10 A-1 STA. 517+26, 63' RT POLE TOP MOUNT 58 12' 11.0'

11 A-2 STA. 517+65, 19' LT POLE TOP MOUNT 58 12' 4.8'

12 A-1 STA. 517+65, 28' RT POLE TOP MOUNT 58 12' 8.0'

13 A-2 STA. 518+15, 19' LT POLE TOP MOUNT 58 12' 3.9'

14 A-1 STA. 518+15, 28' RT POLE TOP MOUNT 58 12' 8.1'

15 A-2 STA. 518+65, 19' LT POLE TOP MOUNT 58 12' 3.8'

16 A-1 STA. 518+65, 28' RT POLE TOP MOUNT 58 12' 8.1'

17 A-2 STA. 519+15, 19' LT POLE TOP MOUNT 58 12' 3.8'

18 A-1 STA. 519+15, 28' RT POLE TOP MOUNT 58 12' 8.3'

19 A-2 STA. 519+65, 19' LT POLE TOP MOUNT 58 12' 3.8'

20 A-1 STA. 519+65, 28' RT POLE TOP MOUNT 58 12' 8.8'

21 A-2 STA. 520+15, 18' LT POLE TOP MOUNT 58 12' 4.1'

22 A-1 STA. 520+15, 28' RT POLE TOP MOUNT 58 12' 10.6'

23* A-2 STA. 520+65, 17' LT POLE TOP MOUNT 58 12' 4.0'

24 A-1 STA. 520+65, 28' RT POLE TOP MOUNT 58 12' 12.4.'

25* A-2 STA. 521+15, 17' LT POLE TOP MOUNT 58 12' 4.0'

26* A-1 STA. 521+15, 25' RT POLE TOP MOUNT 58 12' 11.1'

27* A-2 STA. 521+60, 16' LT POLE TOP MOUNT 58 12' 4.0'

28* A-1 STA. 521+60, 22' RT POLE TOP MOUNT 58 12' 10.0'

29* A-2 STA. 522+20, 16' LT POLE TOP MOUNT 58 12' 4.0'

30 A-1 STA. 522+20, 16' RT POLE TOP MOUNT 58 12' 4.0'

31* A-2 STA. 522+70, 16' LT POLE TOP MOUNT 58 12' 4.0'

32 A-1 STA. 522+70, 19' RT POLE TOP MOUNT 58 12' 6.9'

33 A-1 STA. 523+10, 19' RT POLE TOP MOUNT 58 12' 7.0'

34* A-2 STA. 523+70, 18' LT POLE TOP MOUNT 58 12' 6.0'

35 A-1 STA. 523+70, 19' RT POLE TOP MOUNT 58 12' 7.0'

36* A-1 STA. 524+36, 19' RT POLE TOP MOUNT 58 12' 7.4'

37 A-2 STA. 524+41, 19' LT POLE TOP MOUNT 58 12' 5.6'

38 A-2 STA. 524+91, 19' LT POLE TOP MOUNT 58 12' 6.8'

39* A-1 STA. 524+91, 19' RT POLE TOP MOUNT 58 12' 7.4'

40 A-2 STA. 525+41, 19' LT POLE TOP MOUNT 58 12' 6.8'

41 A-1 STA. 525+66, 19' RT POLE TOP MOUNT 58 12' 7.4'

42 A-2 STA. 525+91, 19' LT POLE TOP MOUNT 58 12' 6.8'

43 A-1 STA. 526+21, 17' RT POLE TOP MOUNT 58 12' 7.4'

44 A-2 STA. 526+33, 19' LT POLE TOP MOUNT 58 12' 6.8'

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

715-516-115

L-4

E C

S A

N

S D

S A

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W A T E R

W A T E R

W A T E R

B A

C K

F

L O

W

B A

C K

F

L O

W

513 514 515

EXIST. PROPERTY LINE

EXIST. PROPERTY LINE

EXIST. PROPERTY LINE

COLLINS ST.

¡ CONST. COLLINS ST.

CRA PARCELEXIST. PROPERTY LINE

EXIST. R/W

EXIST. PROPERTY LINE

EXIST. R/W

II LIGHTING PLANS.

FUTURE CONNECTION WITH PHASE

CAP CIRCUIT AT PULLBOX FOR

POLE NO. 1, CKT A-1

STA. 514+70, 29' RT

72' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

POLE NO. 2, CKT A-2

STA. 515+00, 24' LT

P

A

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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Feet

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(6

LIGHTING PLAN (1)

PHASE 1

STA. 513+50.00

BEGIN PROJECT

L-5 e c c

D b

C o g o P o in t

A e c c

L a n d

A e c c

D b

C o g o P o in t

A e c c

L a n d

E L E

C

S A

N

E L

E C

W A T E R

W A T E R

W A T E R

S D

S D

W A T E R

W A T E R

S A

N

W A T E R

W A T E R

W A T E R

S A

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W A T E R

B A

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F

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515 516 517

COLLINS ST.

E

A

L A

B A

M A

S

T

E

A

L A

B A

M A

S

T

EXIST. PROPERTY LINE

EXIST. R/W

¡ CONST. COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

PROP. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

PROP. R/W

69' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

42' RUN

630-2-12

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

92' RUN

630-2-12

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

45' RUN

630-2-12

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

55' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

53' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

54' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

90' RUN

630-2-12

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

SEE SIGNAL PLANS FOR DETAILS.

MAST ARM MOUNTED LUMINAIRE.

SEE SIGNAL PLANS FOR DETAILS.

MAST ARM MOUNTED LUMINAIRE.POLE NO. 3, CKT A-1

STA. 515+45, 29' RT

POLE NO. 4, CKT A-2

STA. 515+68, 20' LT

POLE NO. 5, CKT A-1

STA. 515+95, 29' RT

POLE NO. 6, CKT A-2

STA. 516+23, 20' LT

POLE NO. 7, CKT A-1

STA. 516+45, 29' RT

POLE NO. 8, CKT A-2

STA. 516+65, 20' LT

POLE NO. 9, CKT A-2

STA. 517+05, 46' LT

POLE NO. 10, CKT A-1

STA. 517+26, 63' RT

A

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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LIGHTING PLAN (2)

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518 519 520 WW

WWWW

COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. PROPERTY LINE

EXIST. R/W

¡ CONST. COLLINS ST.

DETAIL SHEET)

SERVICE POINT

519+25, 35' RT (SEE

CENTER 'A' AT STATION

INSTALL NEW LOAD

27' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

40' RUN

630-2-12

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

14' RUN

630-2-12

1-2" PVC

1-#6 GND

4-#6 AWG (CKT A-1, CKT A-2)

33' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

20' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

31' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

19' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

POLE NO. 13, CKT A-2

STA. 518+15, 19' LT

POLE NO. 14, CKT A-1

STA. 518+15, 28' RT

POLE NO. 15, CKT A-2

STA. 518+65, 19' LT

POLE NO. 16, CKT A-1

STA. 518+65, 28' RT

POLE NO. 17, CKT A-2

STA. 519+15, 19' LT

POLE NO. 18, CKT A-1

STA. 519+15, 28' RT

POLE NO. 19, CKT A-2

STA. 519+65, 19' LT

POLE NO. 20, CKT A-1

STA. 519+65, 28' RT

POLE NO. 21, CKT A-2

STA. 520+15, 18' LT

POLE NO. 22, CKT A-1

STA. 520+15, 28' RT

POLE NO. 10, CKT A-1

STA. 517+26, 63' RT

POLE NO. 11 CKT A-2

STA. 517+65, 19' LT

POLE NO. 12, CKT A-1

STA. 517+65, 28' RT

639-1121 1 AS

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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LIGHTING PLAN (3)

L-7

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B A

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W A T E R

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521 522

WATER

WWWWW

EXIST. PROPERTY LINE

W A

R R

E N

S

T

COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. PROPERTY LINE

EXIST. PROPERTY LINE

¡ CONST. COLLINS ST.

EXIST. R/W

EXIST. R/W EXIST. R/W

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

67' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

TO PARKING GARAGE)

(FUTURE ACCESS DRIVE

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

45' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

43' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

45' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

60' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

POLE NO. 23, CKT A-2

STA. 520+65, 17' LT

POLE NO. 24, CKT A-1

STA. 520+65, 28' RT

POLE NO. 29, CKT A-2

STA. 522+20, 16' LT

POLE NO. 31, CKT A-2

STA. 522+70, 16' LT

POLE NO. 32, CKT A-1

STA. 522+70, 19' RT

POLE NO. 26, CKT A-1

STA. 521+15, 25' RT

POLE NO. 28, CKT A-1

STA. 521+60, 22' RT

POLE NO. 27, CKT A-2

STA. 521+60, 16' LT

POLE NO. 25, CKT A-2

STA. 521+15, 16' LT

POLE NO. 30, CKT A-1

STA. 522+05, 16' RT

c:\pw\kh1\d0111156\PLANLT08.dgnrobert.myers 3/19/2024 2:34:32 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N

Feet

0 5

M A

T C

H

L I N

E

L I G

H T I N

G

P

L A

N

(9

M A

T C

H

L I N

E

L I G

H T I N

G

P

L A

N

(7

LIGHTING PLAN (4)

L-8

T E R

W A T E R

E L

E C

S A

N

W A T E R

W A T E R

W A T E R

523 524 525W W W W W

W

¡ CONST. COLLINS ST.

R E

N F

R O

S

T

COLLINS ST.

RIGHT-OF-WAY

CITY OF PLANT CITY

EXIST. R/W

EXIST. PROPERTY LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

69' RUN

630-2-12

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

40' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

60' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

67' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

55' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

75' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

103' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

POLE NO. 34, CKT A-2

STA. 523+70, 18' LT

POLE NO. 35, CKT A-1

STA. 523+70, 19' RT

POLE NO. 37, CKT A-2

STA. 524+41, 19' LT

POLE NO. 38, CKT A-2

STA. 524+91, 19' LT

POLE NO. 33, CKT A-1

STA. 523+10, 19' RT

POLE NO. 36, CKT A-1

STA. 524+36, 19' RT

POLE NO. 39, CKT A-1

STA. 524+91, 19' RT

c:\pw\kh1\d0111156\PLANLT09.dgnrobert.myers 3/19/2024 2:34:37 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N

Feet

0 5 M

A T

C H

L I N

E

L I G

H T I N

G

P

L A

N

(8

LIGHTING PLAN (5)

M

T C

H

L I N

E

L I G

H T I N

G

P

L A

N

(1

L-9

T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

E L

E C

W A T E R

S A

N

S A

N

526 527

ELEC

W W

L A

U R

A

S

T

COLLINS ST.

EXIST. PROPERTY LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W

¡ CONST. COLLINS ST.

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

48' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-1)

50' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

45' RUN

630-2-11

2" PVC

1-#6 GND

2-#6 AWG (CKT A-2)

POLE NO. 41, CKT A-1

STA. 525+66, 19' RT

POLE NO. 43, CKT A-1

STA. 526+21, 17' RT

POLE NO. 44, CKT A-2

STA. 526+33, 19' LT

POLE NO. 40, CKT A-2

STA. 525+41, 19' LT

POLE NO. 42, CKT A-2

STA. 525+91, 19' LT

P O

T

S

T A

.1 c:\pw\kh1\d0111156\PLANLT010.dgnrobert.myers 3/19/2024 2:34:42 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N

Feet

0 5

LIGHTING PLAN (6)

M

T C

H

L I N

E

L I G

H T I N

G

P

L A

N

(9

STA. 526+46.05

END PROJECT

L-10 c:\pw\kh1\d0111156\SRPTLT01.DGNrobert.myers 3/19/2024 2:34:46 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

DETAIL

SERVICE POINT/LOAD CENTER

SERVICE POINT DETAIL

NOTES:

CKT NO SERVING KVA AMPS C. BKR WIRE/CONDUCT

Amp=

VA

V

N.T.S

BUSBAR TO MATCH BREAKER AMPERAGE.

NEMA-1

NUMBERS OF BRANCH CKT. BREAKERS AS REQUIRED

12. ALL WIRES EXTERNAL TO CONTROL CABINET TO BE TERMINATED TO A TERMINAL.

13. WIRES END WITHIN CABINET TO BE IDENTIFIED WITH WIRE MARKERS.

MANY BREAKERS AS CALLED FOR AND ALL OTHER SERVICE EQUIPMENT.

WIRING AND EXPOSING ONLY THE BUTTONS OF THE BREAKERS; IN COMPLIANCE WITH THE N.E.C.

THE DOOR SHALL HAVE A MINIMUM OF THREE HINGES AND BE LATCHABLE. NO SCREWS TO BE USED TO ATTACH DOOR.

11. AFTER OPENING THE PANEL, THE PANEL BOARD SHALL HAVE A DEAD FRONT COVER FOR THE PURPOSE OF COVERING ALL THE

2. THE ENCLOSURE DOOR SHALL BE SECURED BY LOCKABLE LATCH.

1. THE ENCLOSURE SHALL BE NEMA 4X (STAINLESS STEEL), POLE MOUNTED, RIGIDLY ATTACHED TO THE POLE FACE.

STREET LIGHTINGA-1 #6201.27

3,190

5.3

= 13.3 AMPS

OF APPROPRIATE KAIC RATING

CONTRACTOR SHALL PROVIDE BREAKERS

CONTINUOUS LOAD = 2,544 VA

9. ALL GROUND RODS SHALL BE INTERCONNECTED (USING #6 GROUND WIRE).

10. PROVIDE SUPPLEMENTARY GROUND ELECTRODE SPACE AT LEAST 6FT (AS PER N.E.C. REQUIREMENT)

A-2 STREET LIGHTING 1.27 5.3 20 #63. A MAIN BREAKER IS REQUIRED IN ALL SERVICE PANELS WITH 2 OR MORE BRANCH BREAKERS.

PANEL BOARD SCHEDULE "A"

WIRING DIAGRAM SERVICE LOAD CENTER

NTS

COPPER NEUTRAL BUS

ENCLOSURE GROUND LUG

480V & 100 AMPS

CONTACTOR RATED FOR

COPPER GROUND BUS

MAXIMUM SIZE 42" X 42" X 10"

NEMA 4X (STAINLESS STEEL ENCLOSURE)

2A

SA

N

H

N

H

O

A

C

C

C

2A

PHOTOCELL

METER CAN

ALUMINUM

MIN.

6'-0"

SERVICE LOAD CENTER

WIRING DIAGRAM

H

M.C.B.

100 AMP

LABEL MUST BE FACTORY INSTALL

RATED FOR SERVICE ENTRANCE

PANEL BOARD IN NEMA 1 ENCLOSURE

1 PHASE 3W

240/120 V

SERVICE

CKT A-1 CKT A-2

C.B.

20 AMP

C.B.

20 AMP

C.B.

20 AMP

C.B.

20 AMP

G

TO ALL LUMINAIRES

EQUIP. GROUND COND.

DEVICE (SPD)

SURGE PROTECTIVE

NTS

LIGHTING CONTROL CENTER

PHOTOCELL

PANELBOARD

MAIN CIRCUIT BREAKER

SUBPLATE LAYOUTFRONT VIEW

CONTACTOR IN NEMA 1 ENCLOSURE

TERMINAL BLOCK

DISTRIBUTION PANEL BOARD

DEVICE

SURGE PROTECTIVE

HAND OFF AUTO SELECTOR SWITCH

CONTROL POWER TRANSFORMER

DEAD FRONT COVER

4. ALL SERVICE EQUIPMENT SHALL BE U.L. APPROVED.

5. BUS BAR TO BE COPPER COATED AND HAVE A MINIMUM RATING OF 100 AMPS WHEN MAIN BREAKER EXCEEDS 100 AMPS.

6. LOCATE CONTACTOR, TRANSFORMER, AND H.O.A. SWITCH INSIDE ENCLOSURE. THE ENCLOSURE TO BE SIZED TO ACCOMODATE AS

7. THE ENCLOSURE TO BE RIGIDLY ATTACHED TO THE POLE FACE.

8. CONTRACTOR SHALL COORDINATE WITH TECO ENGINEERS FOR THE INSTALLATION OF THE TECO RISER.

#620

20 #6

SPARE

SPARE

25% CONT. LOAD = 646 VA

GROUND LUG

TO METER BASE

BOND BUSHING

TO LIGHTING PANEL

NEUTRAL

ISOLATED

TO METER BASE

BOND BUSHING

GROUND WIRE

POINT

FROM SERVICE

AT TOP OF POLE THE GROUNDING PIG TAIL MUST BE DETACHED

EXIST. BARE WIRE #6 INHERENT TO THE POLE

CONDUIT CLAMP (TYP.)

EXOTHERMICAL THERMOWELD CONNECTION

3" WARNING TAPE

6'-0"

8'-0"

3#2 IN 2" RIGID GALVANIZED STEEL CONDUIT

SHALL BE TERMINAL SLEEVE SPLICE

PHOTOCELL SPLICE AND PHOTOCELL WIRE

SEE PANEL SCHEDULE).

(FOR NUMBER AND SIZE OF BREAKER

SERVICE LOAD CENTER IN NEMA 4X ENCLOSURE

BUSHING WITH SOLDERLESS LUGS

TERMINATE CONDUIT WITH INSULATED GROUNDING

(FOR NUMBER OF BRANCH CKT'S REFER TO PLANS)

BRANCH CKT'S IN 2" RIGID GALVANIZED STEEL CONDUIT

BE CONNECTED TO THE GROUND ROD

AT BOTTOM THE GRD. (PIG TAIL) TO

AT PULL BOX

TERMINATE RIGID STEEL CONDUIT

STONE FOR DRAINAGE

1'-0" BED OF PEAROCK OR CRUSHED

IN 2" PVC CONDUIT TO LIGHT POLE

BRANCH CKT'S AND 1#6 GRD.

5/8" DIA. X 40'-0" GRD. ROD

PVC CONDUIT

1#6 GRD. IN 2"

TYPE P-II 18'-0" LONG

PRESTRESSED CONCRETE POLE

MAX. 5'-6" ABOVE GRADE

SO WHEN READING IT YOU ARE FACING ONCOMING TRAFFIC

METER TO BE ORIENTED ON SIDE OF CONCRETE POLE

METER CAN BY CONTRACTOR, METER BY UTILITY

6'-0" TO PVC AFTER 90° RIGID STEEL ELBOW

TRANSITION FITTING FROM RIGID STEEL

40'-0" GRD. ROD

5/8" DIA. X

DEVICE

SURGE PROTECTIVE

METER SOCKET DETAIL

NTS

IN 3/4" RIGID GALVANIZED STEEL CONDUIT.

#6 AWG INSULATED COPPER GROUND WIRE

APRON

CONCRETE

12"

3#2 IN 2" PVC CONDUIT

TO ELECTRICAL SERVICE

"STREET LIGHTING"

PULL BOX W/ COVER MARKED

SPARE SPARE

100A, 3W, 120/240V, MLO

TOTAL = 3,190 VA

L-11 c:\pw\kh1\d0111156\CNPLLT01.dgnrobert.myers 3/19/2024 2:34:50 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

DECORATIVE LIGHT

POLE DETAIL

L-12