24-8265_Exhibit_M-1_-_LightingPlans_S&S.pdf

PROJECT LOCATION

https://goo.gl/maps/8h4bPNnURfNHNu42A

CONTRACT PLANS

COLLIER COUNTY

16TH STREET NE

FROM GOLDEN GATE BOULEVARD TO RANDALL BOULEVARD

DENNIS F. McCOY, P.E.

PROJECT MANAGER:

COLLIER COUNTY

c:\pww\kca_prod\dms38691\KEYSLT01.dgnirojas 3/7/2025 4:08:40 PM Default

NO.

SHEET

YEAR

FISCAL

L-1 25

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

SHEET DESCRIPTIONSHEET NO.

GOVERNING STANDARD SPECIFICATIONS:

ENGINEER OF RECORD:

LIGHTING PLANS

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 PLANS:

INDEX OF LIGHTING PLANS

COLLIER COUNTY PROJECT NO. 60212.1

STATE OF

No 63914

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

A

LL

ADBA YHTAF .

M

VENDOR NO.: F59-1677145

CONTRACT NO.: 22-7944

PHONE: (813) 871-5331

TAMPA, FLORIDA 33602

201 NORTH FRANKLIN STREET, SUITE 900

KISINGER CAMPO AND ASSOCIATES CORP.

P.E. NO.: 63914

M. FATHY ABDALLA, P.E.

FINANCIAL PROJECT ID 451283-1-58-01 (FEDERAL FUNDS)

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

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

COLLIER COUNTY (03000302)

LIGHTING PLANS

61G15-23.004 F.A.C.

SHEETS IN ACCORDANCE WITH RULE

RESPONSIBLE FOR THE FOLLOWING

THE ABOVE NAMED PROFESSIONAL IS

https://www.colliercountyfl.gov/home/showpublisheddocument/73293/636880715376970000 are available at the following website:

Collier County Traffic Operations Roadway Lighting Design Standards, 2018

Component

Standard Plans for Bridge Construction are included in the Structures Plans 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

L-5

L-4

L-3

L-2

L-1 transportation management services department

LIGHTING PLAN

POLE DATA & LIGHTING LEGEND

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

& ASSOCIATES

KISINGER CAMPO

Tampa, Florida 33602

201 North Franklin Street, Suite 900

P.E. No.: 63914

Engineer of Record: M. Fathy Abdalla

16TH. ST. NE

T H

E

O F

F I

C I

A L

R

C O

D

T

I

S

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

N

A L

U

D

L E

G

A

C

3/7/2025irojas c:\pww\kca_prod\dms38691\TABQLT01.dgn4:08:42 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

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

ROAD NAME

16TH. ST. NE

COUNTY

COLLIER

451283-1-58-01

COLLIER COUNTY TRANSPORTATION

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

L-2

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

L-5

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

0630 2 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 312 312 312

0630 2 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 74 74 74

0635 2 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 10 10 10

0639 1112 ELECTRICAL POWER SERVICE, F&I, OVERHEAD METER PURCHASED BY CONTRACTOR FROM POWER COMPANY AS 1 1 1

0639 2 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 10 10 10

0639 3 11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1 1

0641 2 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1 1 1

0715 1 12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF 2721 2721 2721

0715 5 32

POLE

LUMINAIRE & BRACKET ARM- GALV STEEL, FURNISH & INSTALL NEW LUMINAIRE AND ARM ON NEW/EXISTING

EA 2 2 2

0715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1 1 1

0715 61242

LENGTH

LIGHT POLE COMPLETE, F&I, STANDARD POLE STANDARD FOUNDATION, 35' MOUNTING HEIGHT, 12' ARM

EA 3 3 3

0715500 1 POLE CABLE DISTRIBUTION SYSTEM, FURNISH AND INSTALL, CONVENTIONAL EA 3 3 3

Tampa, Florida 33602

201 North Franklin Street, Suite 900

P.E. No.: 63914

Engineer of Record: M. Fathy Abdalla

16TH. ST. NE

T

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

3/7/2025irojas c:\pww\kca_prod\dms38691\GNNTLT01.dgn4:08:44 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID GENERAL NOTES

LIGHTING CRITERIA

SIGNALIZED INTERSECTION

MAX./MIN. 10:1 OR LESS

DESIGN WIND SPEED 160 MPH

UNIFORMITY RATIO AVG./MIN. 4:1 OR LESS

VEILING LUMINANCE RATIO N/A

AVERAGE INITIAL INTENSITY (VERTICAL FOOT CANDLES) 1.2 - 1.5 FOOT CANDLES

AVERAGE INITIAL INTENSITY (HORIZONTAL FOOT CANDLES) 1.5 - 3.0 FOOT CANDLES

L-3

BACK TO THE COUNTY AFTER ACCEPTANCE.

LIMITS BEFORE THE PROJECT BEGINS. COORDINATE WITH THE COUNTY TO PERFORM AN INSPECTION. HAND OVER THE MAINTENANCE

15. REQUEST THE COUNTY TO HAND OVER THE MAINTENANCE RESPONSIBILITY OF THE EXISTING LIGHTING SYSTEM WITHIN THE PROJECT

ADJUSTMENT IF NECESSARY.

SURFACE WATER, PAVED SHOULDERS OR PEDESTRIAN RAMPS, COORDINATE WITH THE ENGINEER FOR AN APPROVED OFFSET

14. LIGHT POLES MUST NOT BE LOCATED IN THE BOTTOM OF DRAINAGE SWALES AND DITCHES OR WITHIN WETLANDS, DRIVEWAYS, HEAT SHRINK TUBES OR CAPS MUST BE USED TO WATERPROOF THESE CONNECTIONS.

MULTI-DIRECTIONAL CONDUITS AS INDICATED ON PLANS. THE CONNECTION MADE AT THESE POINTS SHOULD BE PROPERLY TAPED AND

13. SPLICES AND CONNECTIONS MADE IN PULL BOXES MUST BE LIMITED TO THE SERVICE POINT AND CONDUIT JUNCTION WITH

POLE OR PULL BOX.

12. ALLOW ENOUGH SLACK IN WIRES TO PERMIT FUSE HOLDERS, SURGE PROTECTORS, AND SPLICES TO BE HANDLED TWO FEET OUTSIDE

ACCEPTANCE.

11. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORKMANSHIP AND DEFECTIVE COMPONENTS FOR A PERIOD OF ONE (1) YEAR AFTER FINAL

10. CONTACT ALL UTILITY COMPANIES PRIOR TO ANY UNDERGROUND WORK.

GROWTH MANAGEMENT DIVISION.

9. BEFORE FINAL ACCEPTANCE, PROVIDE 2 SETS OF FULL SIZE AS-BUILT PLANS TO THE TRAFFIC OPERATIONS DEPARTMENT OF THE

REQUIRED TO MATCH THE EXISTING GRADE.

8. SOD USED IN THE RESTORATION OF DISTURBED EARTH MUST MATCH EXISTING GROUND COVER AND BE DUG-IN OR ROLLED AS

NUMBER THE POLES AS SHOWN IN THE PLANS.

VERTICALLY ON THE PLATE WITH THE FOLLOWING INFORMATION: LOAD CENTER DESIGNATION, CIRCUIT NUMBER, AND THE POLE NUMBER.

ON THE EXTERIOR TRAFFIC LANE SIDE OF THE POLE. USE 3/4-INCH BLACK TEXT ON WHITE BACKGROUND. ORIENT THE TEXT

REQUIRING SCREWS, BOLTS, OR RIVETS, MUST BE APPROVED BY THE POLE MANUFACTURER. INSTALL PLATES FIVE FEET ABOVE GRADE

IDENTIFICATION PLATE ON EACH LIGHT POLE. ATTACH PLATES TO THE POLE AS APPROVED BY THE ENGINEER. ATTACHMENT METHODS

7. STATE HIGHWAY PER FDOT 715-10.5 POLE IDENTIFICATION PLATES: FURNISH AND INSTALL A 2 INCH BY 8-INCH ALUMINUM

EDITION.

SEALED IN ACCORDANCE WITH SECTION 630 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST

6. AT ALL PULL BOXES AND POLE BASES, ENDS OF CONDUIT MUST BE A MINIMUM OF 2 INCHES ABOVE THE SURFACE OF THE BASE AND

SECTION 555.

5. PAYMENT FOR CONDUIT MUST INCLUDE COST OF TRENCHING AND/OR BORING AND ALL CONDUIT AND PULLING BELLS. SEE FDOT SPEC.

PRIOR TO ROADWAY WORK. CONDUIT ROUTING MUST BE POLE TO POLE MAINTAINING POLE SETBACK DISTANCE FROM EDGE OF PAVEMENT.

4. CONDUIT INSTALLATION PER FOOT STANDARD PLAN INDEX 630-001 (PULL BELLS REQUIRED). WHEN POSSIBLE CONDUIT MUST BE PLACED

STANDARD PLANS, AND THE STATE OF FLORIDA STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION

STANDARDS TECHNICAL SPECIAL PROVISIONS, NATIONAL ELECTRIC CODE, THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

3. ALL ELECTRICAL WORK MUST MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE COLLIER COUNTY ROADWAY LIGHTING DESIGN

APOLLO METRO SOLUTIONS #SL5-NW-150-L_T3 OR EQUIVALENT

LUMINAIRE, STREET LIGHT, 4000K 17,900 LUMEN, 158 W, 480 V, TYPE 3, DISTRIBUTION WITH 12' ARM AND 35' MOUNTING HEIGHT, SPECIFICALLY INCLUDE.

MANAGEMENT DIVISION, EQUIPMENT SPECIFICATIONS AND DESIGN DATA FOR ALL MATERIAL PROPOSED FOR THE PROJECT. THESE

2. PRIOR TO ANY EQUIPMENT ORDER, SUBMIT FOR APPROVAL BY THE PROJECT MANAGER, TRAFFIC OPERATIONS DEPARTMENT, GROWTH

STANDARDS, LATEST EDITION.

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS 2024-25, AND THE COLLIER COUNTY TRAFFIC OPERATIONS DESIGN

DEPARTMENT OF TRANSPORTATION, FY 2024-2025 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE STATE OF

1. EXCEPT AS NOTED ON THE ENGINEERING DESIGN PLANS, ALL WORK MUST BE IN ACCORDANCE WITH THE STATE OF FLORIDA

GENERAL NOTES

DRAWING AND CALCULATIONS, SIGNED AND SEALED BY A FLORIDA PE, FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION

715-5-32: LUMINAIRE CLAMP DESIGN TO BE COMPLETED BY THE CONTRACTOR OR CONTRACTOR'S SPECIALTY ENGINEER. SUBMIT SHOP

MOUNTING HARDWARE AND WIRING.

CENTER ASSEMBLY, PHOTOCELL, METER CAN, SAFETY SWITCH, PRESTRESSED TYPE P-II 12-FOOT POLE AND ALL NECESSARY

TRAFFIC OPERATIONS ROADWAY LIGHTING DESIGN STANDARDS. EQUIPMENT AND MATERIAL INCLUDE BUT NOT LIMITED TO THE LOAD

715-7-11: THE LOAD CENTER ASSEMBLY INCLUDES ALL COMPONENTS SPECIFIED IN THE LATEST VERSION OF THE COLLIER COUNTY

PAY ITEM NOTES

Tampa, Florida 33602

201 North Franklin Street, Suite 900

P.E. No.: 63914

Engineer of Record: M. Fathy Abdalla

16TH. ST. NE

T

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

3/7/2025irojas c:\pww\kca_prod\dms38691\PLDTLT01.dgn4:08:47 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID

LIGHTING LEGEND

POLE DATA &

L-4

DESCRIPTION

LIGHTING LEGEND

PULL BOX

BEYOND EDGE OF PAVEMENT TO PULL BOXES.

CONDUIT. CONDUIT AND TRANSITION COUPLING MUST BE UL LISTED. EXTEND CONDUIT

(XHHW INSULATION) INSIDE CONDUIT WITH OTHER CONDUCTORS AND A SPARE

CONDUCTOR SIZE AS SHOWN ON PLAN SHEETS). RUN ONE COPPER BOND CONDUCTOR

2" HDPE CONDUIT, DIRECTIONAL BORE, WITH CONDUCTORS INSIDE (CONDUIT AND

(XHHW) INSIDE CONDUIT WITH OTHER CONDUCTORS.

CONDUCTOR SIZE AS SHOWN ON PLAN SHEETS). RUN ONE COPPER BOND CONDUCTOR

2" SCH. 40 PVC CONDUIT, OPEN TRENCH, WITH CONDUCTORS INSIDE (CONDUIT AND

SYMBOL

OUTPUT MUST BE INSTALLED WITH THE COMPLETE LIGHT POLE ASSEMBLY.

DISTRIBUTION SYSTEM. PULL BOX TO BE PAID FOR SEPARATELY. A FIELD ADJUSTABLE

INCLUDES LUMINAIRE, ARM, POLE, FOUNDATION, CONCRETE SLAB, & POLE CABLE

COLOR TEMPERATURE, AND 12' ARM LENGTH. FILE NAME: sl5-nw-150-l_t3.ies. SYMBOL

POLE, 158 WATT, 480 VOLT, LED, TYPE 3 DISTRIBUTION, 35' MOUNTING HEIGHT, 4000K

MANUFACTURER: APOLLO METRO SOLUTIONS, MODEL: SL5 MINI LED, SINGLE ARM LIGHT

PROP. CONV. LIGHT POLE WITH LED LUMINAIRE. THE BASIS OF DESIGN USED WAS:

INSTALLED WITH THE LED LUMINAIRE AND BRACKET ARM.

PULL BOX TO BE PAID FOR SEPARATELY. A FIELD ADJUSTABLE OUTPUT MUST BE

INCLUDES LUMINAIRE AND BRACKET ARM MOUNTED TO PROPOSED STEEL SIGNAL POLE.

COLOR TEMPERATURE, AND 12' ARM LENGTH. FILE NAME: sl5-nw-150-l_t3.ies. SYMBOL

POLE, 158 WATT, 480 VOLT, LED, TYPE 3 DISTRIBUTION, 35' MOUNTING HEIGHT, 4000K

MANUFACTURER: APOLLO METRO SOLUTIONS, MODEL: SL5 MINI LED, SINGLE ARM LIGHT

PROP. LED LUMINAIRE AND BRACKET ARM. THE BASIS OF DESIGN USED WAS:

POLE DATA

NO.

POLE

CIRCUIT BL OR CL STATION OFFSET

OR ARM

DIST.

WATTAGE

LUMINAIRE

HEIGHT

MOUNTING

PAY ITEM

1 A-2 CL_RANDALL 512+70.47 51.56' RT 12' 158 W 35' 715-61-242

2 SIGNAL CL_RANDALL 513+29.50 38.24' LT 12' 158 W 35' 715-5-32

3 A-2 CL_RANDALL 513+36.86 53.68' RT 12' 158 W 35' 715-61-242

4 SIGNAL CL_RANDALL 514+45.50 53.75' RT 12' 158 W 35' 715-5-32

5 A-1 CL_RANDALL 515+21.21 44.00' LT 12' 158 W 35' 715-61-242

STANDARDS

ALL WORK MUST BE COMPLETED PER COLLIER COUNTY TRAFFIC OPERATIONS SPECIFICATIONS AND CCTO ROADWAY LIGHTING DESIGN

ARRAYS.

COUNTY. THIS INCLUDES BUT IS NOT LIMITED TO BURIED OR IMBEDDED CONDUIT. GROUND CONDUCTORS, GROUND RODS, AND GROUNDING

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

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

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

COLLIER COUNTY TRAFFIC OPERATIONS ROADWAY LIGHTING DESIGN STANDARDS.

COLLIER COUNTY WILL ONLY BE RESPONSIBLE FOR MAINTAINING ASSETS THAT COMPLY WITH THE GUIDELINES WRITTEN WITHIN THE

E) EACH LIGHT POLE SHOULD MAINTAIN A MINIMUM OF TEN (10) FEET FROM FPL POWER LINES.

PVC CONDUIT AND PULLING BELLS ARE REQUIRED.

BE SMALLER THAN NO. 6 AWG. BONDING GROUND CONDUCTOR MUST HAVE A GREEN JACKET AND MUST NOT BE SMALLER THAN NO. 6 AWG.

TESTED AND LISTED BY A NRTL. SERVICE AND CIRCUIT CONDUCTORS MUST BE SINGLE-CONDUCTOR CABLE TYPE THWN-2 AND MUST NOT

D) ALL CONDUCTORS MUST BE COLOR-CODED STRANDED COPPER MEETING THE REQUIRMENTS OF NEMA WC 70. ALL CONDUCTORS MUST BE

248-14. THE RATING FOR THE FUSE HOLDERS MUST BE WATER RESISTANT OR SUBMERSIBLE RATED.

CONNECTIONS MUST UTILIZE AN ATQ OR FNQ 10-AMP TIME DELAY FUSE RATED FOR 500V. FUSES MUST BE UL LISTED TO STANDARD

AND RATED FOR 600V. THE WIRE CONNECTIONS IN THE FUSE HOLDERS MUST BE OF THE COPPER SETSCREW TYPE. FUSED

TRANSFORMER BASE. IN LINE FUSE HOLDERS MUST PROVIDE A BREAKAWAY CONNECTION AND BE UL RECOGNIZED PER GUIDE IZLT2

HEB-AW-RYC. PHASE COLOR CODE: BLACK. FUSE HOLDER, FUSE, PERMANENT FUSE NEUTRAL, AND SECONDARY SURGE ARRESTER AT

C) SURGE PROTECTORS HESCO/RL5 HE480. BREAKAWAY FUSE HOLDER ON 480 VOLT SIDE WITH 10-AMP FNQ SLOW BLOW FUSE

B) APOLLO SL5 FIXTURE

A) TB1-17 TRANSFORMER BASE WITH A ROUND, TAPERED, SINGLE-ARM ALUMINUM POLE. HINGED ACCESS DOORS ARE NOT APPROVED.

ALL LIGHT POLES AND ASSETS MAINTAINED BY COLLIER COUNTY TRAFFIC OPERATIONS SHOULD HAVE:

LIGHTING NOTES

LUMINAIRE ELEVATION

CONNECTION

¡ LUMINAIRE

LUMINAIRE

12'

6' 6'

R

M A

X

RISE/RUN

SLOPE 11"/24"

CATENARY WIRE

(SEE SIGNAL PLANS)

MESSENGER WIRE CLAMP

(SEE SIGNAL PLANS)

CATENARY CLAMP

"' 3

STEEL POLE

DESIGNED BY CONTRACTOR

PROPOSED CONCRETE SERVICE POLE AND ELECTRIC SERVICE METER

PROPOSED LOAD CENTER RATED FOR 240/480V OPERATION, SINGLE PHASE, 2 WIRE

1171 1172 1173 1174 1175 1176

NPWNPW

NPW

NPWNPW

E L

E C

E L

E C

E L

E C

D N

U O

F

NA HCAER

X A

M

E

SAB-

T

D N

U O

F

NA HCAER

X A

M

E

SAB-

T

& ASSOCIATES

KISINGER CAMPO

Tampa, Florida 33602

201 North Franklin Street, Suite 900

P.E. No.: 63914

Engineer of Record: M. Fathy Abdalla

16TH. ST. NE

T

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

3/7/2025irojas c:\pww\kca_prod\dms38691\PLANLT01.dgn4:08:49 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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

MANAGEMENT SERVICES DEPARTMENT

FINANCIAL PROJECT ID LIGHTING PLAN

L-5

N

29 LF

74 LF630-2-12

R A

N D

A L L

B

L V

D

EXIST. R/W

RANDALL BLVD

¡ CONST.

PROPOSED. R/W

POLE NO. 1 CKT. A-2

OFF. 51.56 RT

STA. 512+70.47

16TH ST NE

¡ CONST.

CKT. A-1

2-#6, 1-#6

CKT. A-1

2-#6, 1-#6

CKT. A-1

2-#6, 1-#6

EXIST. R/W

CONDUIT PAYMENT

SEE SIGNAL PLANS FOR

2-#6, 1-#6, CKT A-2

EXIST. POLE TO REMAIN

EXIST. POLE TO REMAIN

POLE NO. 5 CKT. A-1

OFF. 44.00 LT

STA. 515+21.21

APPROACH BLVD

THIS SHEET

POLE NO. 3 CKT. A-2

OFF. 53.68 RT

STA. 513+36.86

EXIST. R/W

68 LF

101 LF

42 LF

CKT. A-2

2-#6, 1-#6

LINE (TYP.)

APPROX. PARCEL

LINE (TYP.)

APPROX. PARCEL

1 EA 641-2-12

BY FPL. CIAC CHARGES WILL APPLY.

AND HAND HOLE TO BE INSTALLED

AERIAL TRANSFORMER (480V), RISER

FPL DESIGNATED POINT OF SERVICE.

PROTECT GAS LINE

NOTE: EXPOSE AND

CKT. A-2

2-#6, 1-#6

29 LF

39 LF

CKT. A-1

4-#6, 2-#6

630-2-11

630-2-11

630-2-11

100 40

Feet

16TH STREET NE

630-2-11

630-2-11

630-2-11

CKT. A-1/CKT. A-2

4-#6, 2-#6

(MOUNTED TO SIGNAL POLE)

POLE NO. 4

OFF. 53.75 RT

STA. 514+45.50

(MOUNTED TO SIGNAL POLE)

POLE NO. 2

OFF. 38.24 LT

STA. 513+29.50

635-2-11

CONDUIT

SPARE

FPL TO REMAIN

EXIST. POWER POLE/

EXIST. R/W

EXIST. R/W

OFF. 166.69 RT

STA. 514+22.80

CKT A-2: 30 A, TWO POLE BREAKER

CKT A-1: 30 A, TWO POLE BREAKER

(100A, 480V, 2 POLE)

WITH PHOTOCELL AND CONTACTOR

100 AMP MAIN BREAKER (TWO-POLE)

3 #2 UNDERGROUND SERVICE WIRE

240V/480V SINGLE PHASE SERVICE

LOAD CENTER "A"

1 EA715-7-11

10 EA

639-2-110 LF

639-3-111 EA

1 AS 639-1-112

630-2-1110 LF