25-8371_-_Exhibit_M_-_LightingPlans_SS_R1.pdf

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LIGHTING PLANS

NO.

SHEET

YEAR

FISCAL

CONTRACT NO.

CONSTRUCTION

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 PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

ENGINEER OF RECORD:

LIGHTING PLANS

CONTRACT PLANS

PROJECT MANAGER:

COLLIER COUNTY

NO.

SHEET

YEAR

FISCAL

CONTRACT NO.

CONSTRUCTION

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

https://maps.app.goo.gl/kwwGE4iosS3mH7dP8

COLLIER COUNTY

PROJECT NO.: 33831-01

SOUTH 1ST STREET (IMMOKALEE ROAD - C.R. 846 E)

STATE OF

No 88738

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C S http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING STANDARD SPECIFICATIONS:

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

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and

GOVERNING STANDARD PLANS:

SHEET NO. SHEET DESCRIPTION

L-1N/A

LOCATION OF PROJECT

N

COLLIER COUNTY

INDEX OF LIGHTING PLANS

VENDOR NO.: F59-1677145

CONTRACT NO.: 18-7432-CE

PHONE: (813) 871-5331

TAMPA, FLORIDA 33602

201 N. FRANKLIN STREET, SUITE 900

KISINGER CAMPO AND ASSOCIATES CORP.

P.E. No. 88738

SCOTT R. SAMUELS, P.E.

YVONNE BLAIR

FROM SCHOOL RD. / SEMINOLE CROSSING TRAIL TO EUSTIS AVE.

L-5 - L-7

L-4

L-3

L-2

L-1

LIGHTING PLANS

LIGHTING DATA & LEGEND

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

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COLLIER CR-846

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

KISINGER CAMPO

& ASSOCIATES

Tampa, Florida 33602

201 N. Franklin Street, Suite 900

P.E. No.:88738

Engineer of Record:Scott R. Samuels, P.E.

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33831-01 L-2

TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

L-5 L-6 L-7

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 64 532 407 1003 1003

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 173 82 255 255

635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 6 3 9 9

639-1-112 ELECTRICAL POWER SERVICE, F&I, OVERHEAD METER PURCHASED BY CONTRACTOR FROM POWER COMPANY AS 1 1 1

639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1 1

641-2-11 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II PEDESTAL EA 1 1 1

715-1-12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 240 2571 1755 4566 4566

715-5-31 LUMINAIRE & BRACKET ARM- ALUMINUM, FURNISH & INSTALL NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE EA 1 3 1 5 5

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

715-61-311 LIGHT POLE COMPLETE, F&I, STANDARD POLE STANDARD FOUNDATION, 40' MOUNTING HEIGHT, 8' ARM LENGTH EA 1 3 2 6 6

715-500-1 POLE CABLE DISTRIBUTION SYSTEM, FURNISH AND INSTALL, CONVENTIONAL EA 1 3 2 6 6 c:\pww\kca_prod\dms62126\GNNTLT01.dgnnrussin 7/9/2025 2:23:39 PM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

Tampa, Florida 33602

201 N. Franklin Street, Suite 900

P.E. No.:88738

Engineer of Record:Scott R. Samuels, P.E.

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33831-01

GENERAL NOTES

L-3

160 MPHDESIGN WIND SPEED

0.3:1 OR LESSVEILING LUMINANCE RATIO (Lv(max.)/Lavg.)

10:1 OR LESS MAX./MIN.

4:1 OR LESSUNIFORMITY RATIO AVG./MIN.

1.0-1.5 FOOT CANDLESAVERAGE INITIAL INTENSITY (HORIZONTAL FOOT CANDLES)

CONVENTIONAL LIGHTING ILLUMINATION CRITERIA

EXOTHERMIC WELD

GROUND ROD ACORN OR

GROUND ROD

5/8" COPPER CLAD

TEN (10) FOOT LENGTH

MINIMUM OF TWO (2),

STREETLIGHT POLE WIRING DETAIL

STREETLIGHT T-BASE WIRING CONNECTIONS

BLACK, RED, GREEN

#10 AWG THHN/THWN-2

CONNECTOR

SPLICE CRIMP

PROPER SIZED BUTT

235240NF030AWLN0)

(ASCO MODEL 235 -

240VAC SURGE ARRESTOR

HEB-AW-RYC)

CONNECTOR. (BUSSMANN -

HAVING CU CRIMP

LOADSIDE TERMINAL

SETSCREW AND THE

HAVING A CU DUAL

WITH LINESIDE TERMINAL

BREAKAWAY FUSE HOLDER

KTK-5 FUSE

RED, GREEN

THHN/THWN-2 BLACK,

MINIMUM #10 AWG

PVC CONDUIT

TWO (2) INCH 3/4 INCH PVC CONDUIT

TERMINAL LUG

THHN/THWN-2

GREEN #6 AWG

OR COPPER C TAP

COPPER SPLIT BOLT

PROPERLY SIZED

KTK-5 FUSE

(BUSSMAN - HEB-AW-RYC)

CRIMP CONNECTOR.

LOADSIDE TERMINAL HAVING CU

CU DUAL SETSCREW AND THE

LINESIDE TERMINAL HAVING A

BREAKAWAY FUSE HOLDER WITH

WITH LCEC TO MODIFY THEIR ASSETS.

THE FIVE EXISTING STREETLIGHT POLES ON THE WEST SIDE OF FIRST STREET ARE LCEC OWNED AND MAINTAINED. CONTACT/COORDINATE 10.

INCLUDES BUT IS NOT LIMITED TO BURIED OR EMBEDDED CONDUIT, GROUNDING CONDUCTORS, GROUND RODS, AND GROUNDING ARRAYS.

RESPONSIBILITY TO EXPOSE THE QUESTIONED ITEM(S) FOR THE INSPECTORS' APPROVAL, AT NO ADDITIONAL COST TO THE COUNTY. THIS

LIGHTING/SIGNAL INSPECTOR GIVES APPROVAL. IN THE EVENT THE FOLLOWING ITEMS ARE CONCEALED, IT WILL BE THE CONTRACTOR'S

CONCEALED WORK: ALL WORK WHICH WILL NOT BE READILY VISIBLE UPON COMPLETION MUST NOT BE CONCEALED UNTIL A COUNTY ROADWAY 9.

AT ALL TIMES IN PERFORMING WORK AROUND THE PRIMARY HIGH VOLTAGE COMPONENTS.

CONDUCTORS AT INSTALLATION SITE, OR TAKE OTHER SAFETY PRECAUTIONS AS NECESSARY. EXTREME CAUTION SHALL BE EXERCISED

ENERGIZED ELECTRICAL CONDUCTORS. LCEC, AT ITS OPTION, SHALL ASSIST THE CONTRACTOR, PROVIDE PROTECTION FOR ENERGIZED

NOTIFY LEE COUNTY ELECTRIC COOPERATIVE (LCEC) AT LEAST 2 BUSINESS DAYS PRIOR TO ANY INSTALLATION THAT IS WITHIN TEN (10) FEET OF8.

TO COLLIER COUNTY TRAFFIC OPERATIONS.

ALL STREET LIGHT EQUIPMENT/MATERIALS/INFRASTRUCTURE THAT WILL BE REMOVED AND THAT CAN BE SALVAGED SHALL BE RETURNED7.

WHENEVER THE WORK ZONE BECOMES INACTIVE. DO NOT OPEN ANY AREA THAT CANNOT BE BACK FILLED IN THE SAME WORK PERIOD.

ALL CONDUIT TRENCHES SHALL BE BACK FILLED COMPLETELY TO PROVIDE SAFE CROSSING BY THE END OF EACH WORKING DAY OR 6.

DETERMINED BY THE ENGINEER, HAND DIG THE FIRST FOUR FEET OF THE HOLE FOR THE POLE FOUNDATION AND CONDUIT RUN.

AT LOCATIONS WHERE UNDERGROUND UTILITIES ARE WITHIN TWO FEET OF THE LIGHT POLE FOUNDATIONS OR CONDUIT RUNS, AS 5.

ACTUAL POLE LENGTHS MAY VARY.

MOUNTING HEIGHT IS HEIGHT OF THE FIXTURE RELATIVE TO THE CROWN OF THE ROADWAY THAT IS INTENDED TO LIGHT. 4.

SSOCOF.

FLORIDA, INC. (SSOCOF) A MINIMUM OF TWO (2) FULL BUSINESS DAYS AT 1 800-432-4770. NOT ALL UTILITY COMPANIES ARE MEMBERS OF

STATE OF FLORIDA STATUTE 556 (2008) REQUIRES THAT BEFORE EXCAVATION, NOTICE BE GIVEN TO THE SUNSHINE STATE ONE CALL OF 3.

NOTIFY THE UTILITY COMPANY OWNER(S) FOR LOCATION AND STAKING OF UNDERGROUND FACILITIES BEFORE EXCAVATING.

TO THE ENGINEER BY THE UTILITY OWNER(S) AND ARE SHOWN AS NOTICE TO THE CONTRACTOR THAT UNDERGROUND UTILITIES EXIST.

THE LOCATIONS OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, ARE APPROXIMATE AND BASED ON THE INFORMATION FURNISHED 2.

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, NATIONAL ELECTRICAL CODE (NEC) AND COLLIER COUNTY ROADWAY LIGHTING DESIGN STANDARDS.

ALL WORK ON COLLIER COUNTY ARTERIALS SHALL CONFORM TO CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD1.

LIGHTING GENERAL NOTES:

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ROAD NO. FINANCIAL PROJECT IDCOUNTY

COLLIER COUNTY

COUNTY

COLLIER

LIGHTING DATA & LEGEND

SYMBOL DESCRIPTION

LIGHTING LEGEND

EXISTING PULL BOX

COPPER BOND CONDUCTOR (TW GREEN INSULATION) INSIDE CONDUIT WITH OTHER CONDUCTORS.

PROPOSED 2" OPEN TRENCH CONDUIT (CONDUCTOR SIZE AS SHOWN ON PLAN SHEETS). RUN ONE

REMOVE EXISTING LIGHT POLE

BOND CONDUCTOR (TW GREEN INSULATION) INSIDE CONDUIT WITH OTHER CONDUCTORS.

PROPOSED 2" DIRECTIONAL BORE (CONDUCTOR SIZE AS SHOWN ON PLAN SHEETS). RUN ONE COPPER

PROPOSED PULL BOX

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INSTALLED IN THE COMPLETE LIGHT POLE ASSEMBLY.

DISTRIBUTION SYSTEM. PCDS TO BE PAID FOR SEPERATELY. A FIELD ADJUSTABLE OUTPUT SHALL BE

SYMBOL INCLUDES LUMINAIRE, POLE, FOUNDATION, MOUNTING HARDWARE, AND POLE CABLE

ANALYZED USING GE ERL2, FILE NAME: ERL2_19C330_____.ies

PROPOSED CONVENTIONAL LIGHT POLE WITH 40' MOUNTING HEIGHT, 8' ARM, 150 W LUMINAIRE.

EXIST. CONDUIT AND CONDUCTORS TO REMAIN

INSTALLED IN THE RETROFIT LUMINAIRE ASSEMBLY.

SYMBOL INCLUDES LUMINAIRE, MOUNTING HARDWARE. A FIELD ADJUSTABLE OUTPUT SHALL BE

ANALYZED USING GE ERL2, FILE NAME: ERL2_19C330_____.ies

RETROFIT EXISTING LIGHT POLE WITH 150W LED LUMINAIRE ON 12' ARM, 34' MH.

PROPOSED LOAD CENTER

POLE DATA

NO.

POLE

CIRCUIT STATION OFFSET

OR ARM

DIST.

WATTAGE

LUMINAIRE

HEIGHT

MOUNTING

PAY ITEM

1 EXIST. 23+38.35 48.39' LT 12' 150 W 34' 715 5 21

2 A-1 24+33.79 31.00' RT 8' 150 W 40' 715 61 311

3 EXIST. 25+04.57 48.55' LT 12' 150 W 34' 715 5 21

4 A-1 26+49.85 31.00' RT 8' 150 W 40' 715 61 311

5 EXIST. 27+63.84 47.52' LT 12' 150 W 34' 715 5 21

6 A-1 28+97.08 47.15' RT 8' 150 W 40' 715 61 311

7 EXIST. 30+21.12 47.19' LT 12' 150 W 34' 715 5 21

8 A-1 31+75.53 48.11' RT 8' 150 W 40' 715 61 311

9 A-1 32+80.12 40.94' RT 8' 150 W 40' 715 61 311

10 EXIST. 33+08.10 48.50' LT 12' 150 W 34' 715 5 21

11 A-1 34+55.22 38.32' RT 8' 150 W 40' 715 61 311

MAIN 100

(LOAD CENTER SCHEDULE)

SERVICE POINT "A" POLES: 4

VOLTAGE 120/240

PHASE 1-WIRE: 3 AIC RATING: 35K

CKT. NO. KVA AMPS/PHASE

CIRCUIT BREAKER

LUMINAIRES LOAD

AMPS POLES

A-1 0.90 3.75 40 2 6 (Conventional Light Poles)

Roadway Lighting

A-2 (SPARE)

A-3 (SPARE)

A-4 (SPARE)

MCB 100A - 2P

CONNECTED LOAD 0.90 KVA

TOTAL DEMAND LOAD 3.75 AMPS

CR-846 33831-01

KISINGER CAMPO

& ASSOCIATES

Tampa, Florida 33602

201 N. Franklin Street, Suite 900

P.E. No.:88738

Engineer of Record:Scott R. Samuels, P.E.

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ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

Tampa, Florida 33602

201 N. Franklin Street, Suite 900

P.E. No.:88738

Engineer of Record:Scott R. Samuels, P.E.

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33831-01

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EXIST. R/W LINE

EXIST. R/W LINE

£ SURVEY 1ST ST

STA. 23+35.19

BEGIN LIGHTING

630-2-1164 LF

Feet

0 10

48.39' LT

STA. 23+38.35

POLE NO. 1

1 - #6 GND.

2 - #6

LIGHTING CONDUCTORS:

ON THIS SHEET SHALL HOUSE THE FOLLOWING

UNLESS OTHERWISE NOTED, ALL PROPOSED CONDUIT

CKT. A-1

31.00' RT

STA. 24+33.79

POLE NO. 2

L-5

LIGHTING PLAN (1)

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KISINGER CAMPO

& ASSOCIATES

Tampa, Florida 33602

P.E. No.:88738

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ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

Tampa, Florida 33602

201 N. Franklin Street, Suite 900

P.E. No.:88738

Engineer of Record:Scott R. Samuels, P.E.

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C B

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25 26 27 28 29 30 31 32

SOUTH 1ST STREET

C A

R V

EXIST. R/W LINE

EXIST. R/W LINE

630-2-11 630-2-11

630-2-11 630-2-11

630-2-11

630-2-12

630-2-12

630-2-12

SPARE CONDUIT

SPARE CONDUIT155 LF

152 LF

2 RUNS @ 44 LF

82 LF

2 RUNS @ 44 LF

116 LF

2 RUNS @ 85 LF

27 LF

Feet

0 10

N

CKT. A-1

47.15' RT

STA. 28+97.08

POLE NO. 6

CKT. A-1

48.11' RT

STA. 31+75.53

POLE NO. 8

47.52' LT

STA. 27+63.84

POLE NO. 5

48.55' LT

STA. 25+04.57

POLE NO. 3

47.19' LT

STA. 30+21.12

POLE NO. 7

1 - #6 GND.

2 - #6

LIGHTING CONDUCTORS:

ON THIS SHEET SHALL HOUSE THE FOLLOWING

UNLESS OTHERWISE NOTED, ALL PROPOSED CONDUIT

CKT. A-1

31.00' RT

STA. 26+49.85

POLE NO. 4

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ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

Tampa, Florida 33602

201 N. Franklin Street, Suite 900

P.E. No.:88738

Engineer of Record:Scott R. Samuels, P.E.

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B

BB

B

C B

C B

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32 33 34 35 36 P

A

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37 38 39

SOUTH 1ST STREET

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V

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EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

CKT. A-1

38.32' RT

STA. 34+55.22

POLE NO. 11

630-2-11

630-2-11

82 LF

176 LF

Feet

0 10

N

CKT. A-1

40.94' RT

STA. 32+80.12

POLE NO. 9

149 LF630-2-11

630-2-12

2 RUNS @ 82 LF

SPARE CONDUIT

£ SURVEY 1ST ST

STA. 34+55.22

END LIGHTING

1 - #6 GND.

2 - #6

LIGHTING CONDUCTORS:

ON THIS SHEET SHALL HOUSE THE FOLLOWING

UNLESS OTHERWISE NOTED, ALL PROPOSED CONDUIT

42.96 LT.

STA. 33+03.45

SPARE: 40A, TWO POLE BREAKER

SPARE: 40A, TWO POLE BREAKER

SPARE: 40A, TWO POLE BREAKER

CKT A-1: 40A, TWO POLE BREAKER

(100A, 240V, 2-POLE)

WITH PHOTOCELL AND CONTACTOR

100 AMP MAIN BREAKER (TWO-POLE)

3 #2 UNDERGROUND SERVICE WIRE

120V/240V SINGLE PHASE SERVICE

LOAD CENTER "A"

48.50' LT

STA. 33+08.10

POLE NO. 10

DURING INSTALLATION

CTL PED #65409

EXIST. BT, BFO, &

LOCATE AND ADJUST

DURING INSTALLATION.

EXIST. BT & CTL PED #18655

LOCATE AND ADJUST

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