lighting plans percent ligh… · cardno, inc. p.e. no. 58540 david allen, p.e. index of lighting...

PROJECT LOCATION

LEE COUNTY

DEPARTMENT OF TRANSPORTATION

NO.

SHEET

YEAR

FISCAL

11:52:22 AM C:\Users\david.allen\Desktop\Project Files Folder\Gateway_Griiffin\CR044002.02\ms\lighting\KEYSLT01.DGNDavid.Allen 3/30/2020

L-1 20

EXPRESSWAY

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

FLO

RID

A'S

BEACH LINE

200672

SHEET DESCRIPTIONSHEET NO.

CONTRACT PLANS COMPONENTS

LIGHTING PLANS

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

CIP NO.

INTERSECTION CONTROL (ROUNDABOUT)

GATEWAY BOULEVARD AT GRIFFIN DRIVE

(NOT FOR CONSTRUCTION)

MARCH 2020

60% PLANS

STATE OF

� � �

No 58540

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DSIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED.

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

Alejandro J. Slaibe, P.E.

COUNTY PROJECT MANAGER:

ENGINEER OF RECORD:

LIGHTING PLANS

CERTIFICATE OF AUTHORIZATION NO.: 29915

(813) 257-0005

RIVERVIEW FL. 33578

3905 CRESCENT PARK DR.

CARDNO, INC.

P.E. NO. 58540

DAVID ALLEN, P.E.

INDEX OF LIGHTING PLANS

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SERVICE POINT DETAILS

LIGHTING PLAN

POLE DATA AND LEGEND

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

LIGHTING PLANS

L-10 THRU L-11

L-5 THRU L-9

L-4

L-3

L-2

L-1

3/30/2020David.Allen C:\Users\david.allen\Desktop\Project Files Folder\Gateway_Griiffin\CR044002.02\ms\lighting\TABQLT01.DGN11:52:33 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONSHT. NO.


PROJECT NO.

COUNTY



200672

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CERTIFICATE OF AUTHORIZATION: 29915

RIVERVIEW, FL 33578

3905 CRESCENT PARK DRIVE

CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

PAY ITEM FOOTNOTES


L-2

5.

4.

3.

2.

1.

9.

8.

7.

6.

CONCRETE SERVICE POLE FOR THE POWER SERVICE ASSEMBLIES SHALL BE 12 FEET.

PAY ITEM 641-2-12:

UNDER A SEPARATE PAY ITEM NUMBER.

THIS PAY ITEM IS FOR THE COST OF ALL THE POWER SERVICE ASSEMBLY COMPONENTS FOR EACH LOAD CENTER PAID

PAY ITEM 639-1-122:

SEE POLE DATA AND LEGEND SHEET FOR DESIGNATED PULL BOX SYMBOLS.

12" X 24" AND 12" DEEP.

LETTERING ON THE PULL BOX COVERS. THE PULL BOX AND COVER SHALL BE CONCRETE WITH THE SIZE OF

DISTRICT EXISTING LIGHT SYSTEM. THESE PULL BOXES SHALL HAVE "GSCD STREET LIGHTING" STAMPED IN RAISED

PULL BOXES DESIGNATED WITH (GS) SHALL BE FOR THE ADJUSTED GATEWAY SERVICE COMMUNITY DEVELOPMENT

SECTION 635 IN FDOT SPECIFICATIONS.

AND INCLUDE A CONCRETE APRON. THE PULL BOX SHALL BE 17" X 30" AND 12" DEEP. THIS PULL BOX SHALL FOLLOW

THESE PULL BOXES SHALL HAVE "LCDOT STREET LIGHTING" STAMPED IN RAISED LETTERING ON THE PULL BOX COVERS

PULL BOXES DESIGNATED WITH (LCDOT) SHALL BE FOR THE PROPOSED LIGHTING SYSTEM MAINTAINED BY LEE COUNTY.

PAY ITEM 635-2-11:

PULL WIRE AND SEALED WITH A WATER TIGHT CAP.

INTO THE CONDUITS. ALL DIRECTIONAL BORES UNDER ROADWAY SHALL INCLUDE A SPARE CONDUIT CONTAINING A

THE CONDUITS SHALL BE FITTED WITH BELL ENDS OR EQUIVALENT FITTINGS PRIOR TO THE PULLING OF ANY WIRE

PAY ITEM 630-2-12:

INTO THE CONDUITS.

THE CONDUITS SHALL BE FITTED WITH BELL ENDS OR EQUIVALENT FITTINGS PRIOR TO THE PULLING OF ANY WIRE

PAY ITEM 630-2-11:

THE LOAD CENTER SHALL BE A THREE WIRE, SINGLE PHASE 120V/240V POWER SERVICE ASSEMBLY.

PEDESTALS FOR THE LOAD CENTER ASSEMBLY ARE PAID FOR SEPARATELY.

CONTROL PANEL AND ALL MISCELLANEOUS HARDWARE FOR A COMPLETE INSTALLATION. TWO TYPE P-II CONCRETE SERVICE

CONTACTOR, H.O.A SWITCH. CONDUIT AND FEEDER CONDUCTORS FROM THE POWER SERVICE ASSEMBLY TO THE LIGHTING

ENCLOSURES, PANEL BOARDS, MAIN BREAKER, CIRCUIT BREAKERS, LIGHTNING PROTECTION, PHOTO-ELECTRIC ASSEMBLY,

THIS PAY ITEM FOR THE LOAD CENTER SHALL INCLUDE BUT NOT LIMITED TO NEMA 4X POLE MOUNT CABINET, ADDITIONAL

PAY ITEM 715-7-11:

AND ALL RESTORATION.

INCLUDES THE REMOVAL OF POLE, BRACKET ARM, LUMINAIRE, TRANSFORMER BASE, FOUNDATION, ASSOCIATED WIRING

PAY ITEM 715-4-70:

DEPARTMENT OF TRANSPORTATION. SEE POLE DATA AND LEGEND FOR THE SPECIFICATIONS FOR THE TWO LUMINAIRES.

ROADSIDE SHIELDS. ALL SHIELDS NOT FIELD INSTALLED SHALL BE DELIVERED TO THE LOCATION DETERMINED BY LEE COUNTY

BUSINESSES AND RESIDENTS. HOWEVER, THE LIGHTING CRITERIA AND UNIFORMITY RATIO MUST STILL BE MET IF USING THE

ROADSIDE SHIELDS ONLY ON SPECIFIED LUMINAIRES AS DIRECTED BY THE ENGINEER TO HELP REDUCE GLARE TO LOCAL

LUMINAIRE. THE HOUSE SIDE SHIELDS SHALL BE INSTALLED ON ALL LUMINAIRES. THE CONTRACTOR SHALL INSTALL THE

INSTALLING THE FIELD INSTALLED HOUSESIDE SHIELD (ATB2HS40) AND ROADSIDE SHIELD ACCESSORIES (ATB2SS40) PER EACH

THIS PAY ITEM INCLUDES THE LUMINAIRE OPTIONAL 7 PIN PHOTOCONTROL RECEPTACLE AND THE COST OF FURNISHING AND

PAY ITEM 715-4-12:

UNDER THIS PAY ITEM.

AND BE FILLED WITH GROUT. ALL CONDUIT REMAINING ABOVE FINAL GRADE SHALL BE CUT BELOW GRADE. THIS IS COVERED

AT LOCATIONS WHERE EXISTING LIGHTING CONDUCTORS ARE TO BE REMOVED, THE CONDUIT SHALL REMAIN BELOW GRADE

PAY ITEM 715-1-60:


NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

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

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 215 215 215

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 1470 465 200 435 2570 2570

635-2-11 PULL & SPLICE BOX, F&I EA 14

LCDOT PULL BOX, 17" X 30" COVER SIZE EA 9 9

GS PULL BOX, 13" X 24" COVER SIZE EA 1 1 2 1 5

639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 1

641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE (12') EA 3 3 3

715-1-12 LIGHTING CONDUCTORS, F&I, INSULATED, NO 8 TO NO 6 LF 7217 1635 696 1401 10949 10949

715-1-60 LIGHTING CONDUCTORS, REMOVE & DISPOSE, CONTRACTOR OWNS LF 360 1050 1395 1188 3993 3993

715-4-12 LIGHT POLE COMPLETE, FURNISH & INSTALL STANDARD POLE STANDARD FOUNDATION, 35' MOUNTING HEIGHT EA 10 5 1 3 19 19

715-4-70 LIGHT POLE COMPLETE, REMOVE POLE AND FOUNDATION EA 3 2 2 1 8 8

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

3/30/2020David.Allen C:\Users\david.allen\Desktop\Project Files Folder\Gateway_Griiffin\CR044002.02\ms\lighting\GNNTLT01.DGN11:52:33 AM

DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



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RIVERVIEW, FL 33578


CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

ROADWAY LIGHTING GENERAL NOTES

GENERAL NOTES

L-3

CONDUIT LEGEND15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

32.

31.

30.

29.

28.

27.

26.

25.

24.

23.

22.

21.

20.

19.

18.

17.

16.

PULL BOX LEGEND

LESS THAN RECOMMENDED BY THE NEC OR NESC FOR CABLE USED.

MANUFACTURER'S REQUIREMENTS. USE PULLING COMPOUND PER MANUFACTURER'S REQUIREMENTS. ALL BENDS SHALL NOT BE

WIRE PULLING INSTRUCTIONS: CONNECT PULLING DEVICES TO COPPER WIRE AND NOT TO JACKET AND MEET

LIGHT POLES.

DETERMINED BY THE ENGINEER, A "LOW PROFILE" RIG SHALL BE REQUIRED TO DRILL THE FOUNDATION AND INSTALL THE

AT LOCATIONS WHERE THE PROXIMITY OF THE INSTALLATION IS CLOSE TO THE EXISTING OVERHEAD POWER, AS

THE CONTRACTOR SHALL NOT PUSH THE CABLES INTO THE TRANSFORMER WITHOUT A FP&L CREW PRESENT.

SERVICE PLANNER A MINIMUM OF FOUR (4) WEEKS PRIOR OF PULLING THE SERVICE CABLES INTO THE FP&L TRANSFORMER.

SHALL CONTACT JUAN CRUZ (FP&L) AT PHONE: (941) 423-4842 AND/OR EMAIL: [email protected] OR THE LOCAL FP&L

TRANSFORMER AND THEN PULL THE WIRES ON AN ADVANCED STAND-BY APPOINTMENT SET-UP WITH FP&L. THE CONTRACTOR

OF THE TRANSFORMER FRONT. AS AN OPTION, INSTALL EMPTY POWER SERVICE CONDUIT TO THE LEFT-FRONT OF THE SAID

OF THE POWER SOURCE TRANSFORMER. THIS TRANSFORMER IS LABELED WITH THE NUMBER 8 ON THE UPPER-LEFT CORNER

THE POWER SERVICE CONDUIT AND CABLE SHALL BE INSTALLED FROM THE PROPOSED LOAD CENTER TO THE LEFT-FRONT

BY THIS SUBPART CC, ARE TO BE MAINTAINED.

DISTANCES SPECIFIED IN 29 CFR 1910.333(c)(3)(i)(A) AND (iii)(A) FOR WORK IN PROXIMITY TO POWER LINES NOT COVERED

IN SUBPART CC OF OSHA RULE 1926 (AS THEY PERTAIN TO CRANE/DERRICK OPERATIONS), AND/OR THOSE MINIMUM

OVERHEAD FACILITIES ARE TO REMAIN ENERGIZED AND IN PLACE. TABLE "A", MINIMUM CLEARANCE DISTANCES SPECIFIED

THE PRIMARY HIGH VOLTAGE COMPONENTS.

PRECAUTIONS AS NECESSARY. EXTREME CAUTION SHALL BE EXERCISED AT ALL TIMES IN PERFORMANCE OF WORK AROUND

WILL ASSIST THE CONTRACTOR TO COVER UP ENERGIZED CONDUCTORS AT INSTALLATION SITES OR TAKE OTHER SAFETY

WITHIN THE DISTANCE PER CURRENT OSHA REQUIREMENTS OF ENERGIZED ELECTRICAL CONDUCTORS. FP&L, AT ITS OPTION,

NOTIFY FLORIDA POWER AND LIGHT (FP&L) AT LEAST THREE (3) FULL BUSINESS DAYS PRIOR TO ANY INSTALLATION THAT IS

OF STAINLESS STEEL IDENTIFYING THE CIRCUIT FOR EACH LUMINAIRE AT ACCESS HAND HOLE FOR EACH POLE.

IN ACCORDANCE WITH NEC, IDENTIFY ALL CIRCUITS AND EQUIPMENT WITH "LAMACOID TAGS". INSTALL SIMILAR TAGS

AND BONDED PER NEC REQUIREMENTS.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ALL COMPONENTS SHALL BE PROPERLY GROUNDED

(NEC), THE NATIONAL ELECTRICAL SAFETY CODE (NESC) AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

ALL ELECTRICAL WORK SHALL MEET ALL REQUIREMENTS OF THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE

WITH THE SHOP DRAWINGS.

HAVE BEEN TESTED BY FHWA APPROVED METHODS (LATEST EDITION). CERTIFICATION FOR TESTS SHALL BE SUBMITTED

SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS", AND SHALL

ALUMINUM POLES, LUMINAIRES AND BASES SHALL BE FABRICATED IN ACCORDANCE WITH AASHTO'S "STANDARD

BY THE CONTRACTOR PER INDIVIDUAL POLE LOCATION.

LOCAL CONDITIONS AND EXISTING UTILITY LOCATIONS. THE MAINTENANCE SLAB ORIENTATION SHALL BE DETERMINED

BE SHIFTED WITHIN THE RIGHT-OF-WAY BY THE CONTRACTOR WITH APPROVAL FROM THE ENGINEER TO ACCOMMODATE

THE LOCATION OF THE POLES, CONDUCTORS, CONDUITS AND JUNCTION BOXES ARE DIAGRAMMATIC ONLY AND MAY

MEMBERS OF SSOCOF.

AT 1-800-432-4770 A MINIMUM OF TWO (2) FULL BUSINESS DAYS BEFORE WORK BEGINS. NOT ALL UTILITY COMPANIES ARE

BEFORE EXCAVATING, IT IS REQUIRED THAT NOTICE BE GIVEN TO SUNSHINE STATE ONE CALL OF FLORIDA, INC. (SSOCOF)

FOR LOCATION AND STAKING OF UNDERGROUND FACILITIES BEFORE EXCAVATING.

CONTRACTOR THAT UNDERGROUND UTILITIES EXIST. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY OWNER(S)

INFORMATION FURNISHED TO THE ENGINEER BY THE UTILITY OWNER(S) AND ARE SHOWN AS NOTICE TO THE

THE LOCATIONS OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, ARE APPROXIMATE AND BASED ON THE

REQUIREMENTS IN THE CONTRACT DOCUMENTS.

SEE POLE DATA AND LEGEND SHEET AND PAY ITEM FOOTNOTES FOR ADDITIONAL INFORMATION. MEET ALL PHOTOMETRIC

DISTRIBUTION AND HOUSESIDE SHIELD. PHOTOMETRIC CURVE IS ATB2_40BLEDE10_XXXXX_R3_HS.

- AMERICAN ELECTRIC LIGHTING AUTOBAHN ATB2 133 WATT LED LUMINAIRE 4000K COLOR TEMPERATURE WITH TYPE III

DISTRIBUTION AND HOUSESIDE SHIELD. PHOTOMETRIC CURVE IS ATB2_40BLEDE70_XXXXX_R3_HS.

- AMERICAN ELECTRIC LIGHTING AUTOBAHN ATB2 88 WATT LED LUMINAIRE 4000K COLOR TEMPERATURE WITH TYPE III

THE LUMINAIRE BASIS OF DESIGN IS THE FOLLOWING:

PROVIDE SHOP DRAWINGS OF THE PHOTOMETRIC CALCULATIONS FOR LUMINAIRES OTHER THAN THE BASIS OF DESIGN.

LIGHTING EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD IN ACCORDANCE WITH THE SPECIFICATIONS.

DESIGN DATA FOR ALL MATERIAL PROPOSED FOR THE PROJECT. THE SHOP DRAWINGS AND DESIGN DATA FOR ROADWAY

PRIOR TO ANY EQUIPMENT ORDER, THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, EQUIPMENT SPECIFICATION OR

SPARE CONDUIT AT PAVEMENT CROSSINGS SHALL BE CAPPED AT BOTH ENDS.

AND SPECIFICATIONS FOR ALL ITEMS NOT COVERED BY LEE COUNTY SPECIFICATIONS,

FOR ANY QUESTIONS REGARDING EQUIPMENT OR INSTALLATION REQUIREMENTS. FOLLOW THE FDOT GOVERNING STANDARDS

& STREET LIGHTING", DATE REVISED APRIL 15, 2014. CONTACT LEE COUNTY DEPARTMENT OF TRANSPORTATION (LCDOT)

ADHERE TO REQUIREMENTS IN "LEE COUNTY DEPARTMENT OF TRANSPORTATION PLAN SPECIFICATIONS FOR SIGNAL

ALL CONDUIT INSTALLATION NEAR TREES SHALL MEET ANSI A300 STANDARDS.

CONDUCTORS ARE TO BE DISPOSED OF BY THE CONTRACTOR AT A PLACE DETERMINED BY HIM.

ALL REMOVED ITEMS INCLUDING BUT NOT LIMITED TO THE LIGHT POLES, LUMINAIRES, PULL BOXES, WIRING AND

ACCEPTANCE.

THE EXISTING LIGHTING SYSTEM WITHIN PROJECT LIMITS SHALL BE IN COMPLETE WORKING ORDER PRIOR TO FINAL

LOAD CENTER WHEN WORKING ON THE EXISTING LIGHTING SYSTEM.

COORDINATE WITH GATEWAY SERVICE COMMUNITY DEVELOPMENT DISTRICT FOR ACCESS TO THE EXISTING LIGHTING

PHONE: 239-561-1313

FORT MYERS, FLORIDA 33913

13240 GRIFFIN DRIVE

GATEWAY SERVICE COMMUNITY DEVELOPMENT DISTRICT

BILL SHAW

ON THE EXISTING LIGHTING SYSTEM. CONTACT INFORMATION IS AS FOLLOWS:

CONTACT GATEWAY SERVICE COMMUNITY DEVELOPMENT DISTRICT A MINIMUM OF TWO (2) WEEKS PRIOR TO ANY WORK

BY THE ENGINEER AND PAID FOR UNDER PAY ITEM 715-4-12.

ALL EXCESS DIRT AND DEBRIS EXCAVATED FROM POLE FOOTER SHALL BE REMOVED DAILY TO AREAS APPROVED

BID PROPOSALS.

INSTALLED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE JOB SITE CONDITIONS BEFORE SUBMITTING

THE CONTRACTOR SHALL BE AWARE THAT NO TEST BORINGS WERE MADE WHERE CONDUIT OR PULL BOXES ARE TO BE

SURFACE WATER, PAVED SHOULDERS OR PEDESTRIAN RAMPS.

LIGHT POLES AND PULL BOXES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DITCHES, WETLANDS, DRIVEWAYS,

PHONE: 239-561-1313

PHONE: 239-533-8580FORT MYERS, FLORIDA 33913

FORT MYERS, FLORIDA 3390113240 GRIFFIN DRIVE

1500 MONROE STREETDEVELOPMENT DISTRICT

TRAFFIC ENGINEERING DEPARTMENTGATEWAY SERVICE COMMUNITY

LEE COUNTY DEPARTMENT OF TRANSPORTATION ANDBILL SHAW

COPY (PDF) IS TO BE SUBMITTED TO BOTH:

WHEN CONSTRUCTION IS COMPLETE, A HARD COPY SET OF "AS-BUILT" PLANS IN ADDITION TO AN ELECTRONIC

FIVE (5) WORKING DAYS TO ESTABLISH TIME TABLE FOR THE TRANSFER OF MAINTENANCE RESPONSIBILITY.

WHEN REQUESTING TO TRANSFER MAINTENANCE FROM THE CONTRACTOR TO LCDOT. LCDOT WILL RESPOND WITHIN

PHONE: 239-533-8580

FORT MYERS, FLORIDA 33901

1500 MONROE STREET

TRAFFIC ENGINEERING DEPARTMENT

LEE COUNTY DEPARTMENT OF TRANSPORTATION

UPON PASSING THE FINAL INSPECTION, SEND A WRITTEN REQUEST TO THE FOLLOWING:

TIMES DURING THE CONSTRUCTION OPERATION.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SIDE STREETS, PRIVATE AND COMMERCIAL DRIVEWAYS AT ALL

ACCEPTANCE.

THE LIGHTING SYSTEM WILL BE MAINTAINED BY LEE COUNTY DEPARTMENT OF TRANSPORTATION (LCDOT) UPON FINAL

THAT CANNOT BE BACKFILLED IN THE SAME WORK PERIOD.

WORKING DAY OR WHENEVER THE WORK ZONE BECOMES INACTIVE. THE CONTRACTOR SHALL NOT OPEN ANY AREA

ALL CONDUIT TRENCHES SHALL BE BACKFILLED COMPLETELY TO PROVIDE SAFE CROSSING BY THE END OF EACH

BE DONE IN THE TRANSFORMER BASES

THE NEW LIGHTING SYSTEM CONDUIT SHALL GO STRAIGHT TO THE PROPOSED LIGHT POLE FOUNDATION. ALL SPLICES SHALL

CONTRACTOR SHALL 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 FOOTER OR CONDUIT RUN, THE

NO SCREW TYPE BASE FOUNDATIONS SHALL BE USED.

SP = EMPTY SPARE LIGHTING CONDUIT

FC = FUTURE USE LIGHTING CONDUIT

LC = PROPOSED LIGHTING CONDUIT FOR THE NEW LIGHTING SYSTEM

BOX

DEVELOPMENT DISTRICT PULL

GS = GATEWAY SERVICE COMMUNITY

LCDOT = LEE COUNTY LIGHTING PULL BOX

3/30/2020David.Allen C:\Users\david.allen\Desktop\Project Files Folder\Gateway_Griiffin\CR044002.02\ms\lighting\PLDTLT01.DGN11:52:34 AM

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RIVERVIEW, FL 33578


CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

DESCRIPTIONSYMBOLS

LEGEND

3.0 Foot Candles

4:1 Or LessUniformity Ratio Avg./Min.

Max./Min. 10:1 Or Less

Wind Speed

Veiling Luminance Ratio 0.3:1 Or Less

170 MPH

LIGHTING DESIGN CRITERIA

ROUNDABOUT

Existing pole and luminaire to remain.

Existing pole and luminaire to be removed.

Existing conduit and conductors to remain unless noted otherwise.

(THWN green insulation) inside conduit with other conductors.

as shown on plan sheets). Run one (1) No. 6 AWG (minimum) copper bond conductor

Proposed open trench conduit with THWN-2 conductors inside (conduit and conductor size

Average Vertical Initial Intensity

Average Horizontal Initial Intensity

2.3 Foot Candles

POLE DATA AND LEGEND

L-4

conduit with other conductors.

Run one (1) No. 6 AWG (minimum) copper bond conductor (THWN green insulation) inside

size as shown on plan sheets). Extend conduit beyond edge of pavement to pull boxes.

Proposed conduit directional bored with THWN-2 conductors inside (conduit and conductor

Existing FPL Transformer to be used for power source.

for Road and Bridge Construction.

Power service assembly. For specifications see Section 639 of FDOT Standard Specifications

FDOT Standard Plans.

Proposed 120V/240V Load Center. For requirements see Index No. 639-001 of the

Pull box with concrete apron for the LCDOT maintained proposed lighting system.

For specifications see Section 635 of Standard Specifications For Road And Bridge Construction.

ET

Pull box for the adjusted Gateway Service Community Development District maintained

Development District.

lighting system. For specifications contact Bill Shaw with Gateway Service Community

curve number ATB2_40BLEDE70_XXXXX_R3_3k_HSS with output lumens of 11,000.

standard light pole. No tilt. Lighting basis of design used AEL Autobahn ATB2 photometric

480 volt operation. Pole mounting height is 35 feet with a 15-foot arm length mounted on a

See pay item footnotes for additional luminaire information. Luminaire shall be wired for

3000k color temperature, Roadway Type III distribution and houseside shields.

Designed for a American Electric Lighting Autobahn ATB2 88 watt LED luminaire with

curve number ATB2_40BLEDE10_XXXXX_R3_3k_HSS with output lumens of 16,000.

standard light pole. No tilt. Lighting basis of design used AEL Autobahn ATB2 photometric

480 volt operation. Pole mounting height is 35 feet with a 15-foot arm length mounted on a

See pay item footnotes for additional luminaire information. Luminaire shall be wired for

3000k color temperature, Roadway Type III distribution and houseside shields.

Designed for a American Electric Lighting Autobahn ATB2 133 watt LED luminaire with

POLE DATA

NO.

POLECIRCUIT STATION

OR ARM

DIST.WATTAGE

LUMINAIRE

HEIGHT

MOUNTING

TO CENTER OF POLE

POLE SETBACKPAY ITEM

1 A-3 146+26, BL GATEWAY LT 15' 88 35' 13' FROM EOP 715-4-12

2 A-1 146+14, BL GATEWAY RT 15' 88 35' 19' FROM FOC 715-4-12

3 A-3 147+70, BL GATEWAY LT 15' 88 35' 2' FROM FOS 715-4-12

4 A-1 148+06, BL GATEWAY RT 15' 88 35' 2'FROM BOS 715-4-12

5 A-3 148+59, BL GATEWAY LT 15' 88 35' 2' FROM BOS 715-4-12


7 A-4 149+93, BL GATEWAY LT 15' 88 35' 2'FROM BOS 715-4-12


9 A-4 150+60, BL GATEWAY LT 15' 133 35' 2'FROM BOS 715-4-12

10 A-2 151+75, BL GATEWAY RT 15' 88 35' 13' FROM EOP 715-4-12

11 A-4 152+13, BL GATEWAY LT 15' 88 35' 5.5'FROM FOC 715-4-12

12 A-2 153+10, BL GATEWAY RT 15' 88 35' 13' FROM EOP 715-4-12

13 A-4 153+48, BL GATEWAY LT 15' 88 35' 2' FROM FOS 715-4-12

14 A-3 315+66, BL FAIRWAY LAKES RT 15' 133 35' 14.5'FROM FOC 715-4-12

15 A-3 313+84, BL FAIRWAY LAKES RT 15' 88 35' 16'FROM EOP 715-4-12

16 A-2 318+55, BL GRIFFIN LT 15' 133 35' 2'FROM BOS 715-4-12

17 A-1 319+67, BL GRIFFIN RT 15' 88 35' 13' FROM FOC 715-4-12

18 A-2 320+79, BL GRIFFIN LT 15' 88 35' 14' FROM FOC 715-4-12

19 A-2 322+23, BL GRIFFIN LT 15' 88 35' 12' FROM FOC 715-4-12

FOC = FACE OF CURB, FOS = FRONT OF SIDEWALK, BOS = BACK OF SIDEWALK, EOP = EDGE OF PAVEMENT

3/30/2020David.Allen C:\Users\david.allen\Desktop\Project Files Folder\Gateway_Griiffin\CR044002.02\ms\lighting\PLANLT01.dgn11:52:35 AM

DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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RIVERVIEW, FL 33578


CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

139

140

141

142

143

144 145

WV

IRR

IRR

IRR

IRR

IRR

IRR

IRR

CB

25.9

7'

CB

25.9

9'

26.9

0'

26.9

4'

27.1

0'

27.1

1'

27.1

2'

27.1

7'

27.2

2'

27.2

5'

27.2

5'

27.2

6'

27.2

6'

27.2

7'

27.2

7'

27.3

0'

27.3

1'

27.3

2'

27.3

5'

S

27.4

2'

27.5

1'

27.6

6' 27.7

2'

27.7

2'

27.7

2'

27.8

1'

27.8

2'

27.8

3'

27.8

5'

27.8

5'

27.8

6' 27.8

6'

27.8

6'

27.8

8'

28.0

0'

28.0

2' 28.0

2'

28.0

2'

28.0

2'

28.0

9'

28.1

1'

28.1

2'

28.1

4' 28.1

5'

28.1

7'

28.2

1'

28.2

3'

28.3

0'

28.3

7'

28.4

0'

28.4

1'

28.4

2'

28.4

2'

28.4

7'

28.4

8'

28.5

1'

28.6

3'

28.7

7'

28.8

0'

28.8

2'

28.8

2'

10' UTILITY EASEMENT

2.

1.

NOTES:

SHALL BE REMOVED.

EXISTING LIGHT POLE (APPROXIMATE STATION 148+50)

PULL BOX TO THE END OF THE LIGHTING CIRCUIT AT THE

REMAIN. THE CONDUCTORS GOING NORTH FROM THE PROPOSED

ADJACENT TO THE POLE AND CONTINUING SOUTH SHALL

SHALL BE CUT. THE CONDUCTORS FROM THE PULL BOX

GATEWAY LIGHTING CONDUIT. THE EXISTING CONDUCTORS

THE LIGHT POLE. IT SHALL INTERCEPT THE EXISTING

BOX IS TO BE INSTALLED ADJACENT TO THE NORTH SIDE OF

EXISTING LIGHT POLE IS TO REMAIN. A PROPOSED GS PULL

SOUTHWEST CORNER OF GATWAY BOULEVARD AND VILLA GRAND.

SOUTH. THE SERVICE IS BY THE FPL TRANSFORMER IN THE

CIRCUIT IS LOCATED APPROXIMATELY 3,500 FEET TO THE

THE POWER SERVICE FOR THE GATEWAY EXISTING LIGHTING


STA. 143+70.00

BEGIN LIGHTING

BE REMOVED

CONDUCTORS TO

GATEWAY LIGHTING

EXISTING 3- #6

SEE NOTE 2

R/W LINE

R/W LINE

REMAIN. SEE NOTE 1.

CONDUCTORS TO

GATEWAY LIGHTING

EXISTING 3- #6

SEE NOTE 2.

BE REMOVED.

CONDUCTORS TO

GATEWAY LIGHTING

EXISTING 3- #6

GATEWAY BOULEVARD

N

1"=40'

L-5 LIGHTING PLAN (1)

MA

TC

HLIN

E S

TA.

145

+00.0

0 LIG

HTIN

G P

LA

N S

HE

ET (2)


DY

H

AR

V

ET

WM

WM

ET

EM

EM

t

T

WV

WV

IRR

E

T

IRR

WV

UU

IRR

IRR

T

ET

U

U

CB

25.9

7'

CB

25.9

9'

27.0

0'

27.0

6'

27.0

7'

27.1

2'

27.1

5'

27.1

7'

27.1

9'

27.2

6'

27.2

8'

27.3

1'

27.3

2'

27.3

5'

27.4

1'

27.4

4'

27.5

5'

27.6

1'

27.6

4'

27.6

7'

27.6

7'

27.6

8'

27.6

8'

S

27.7

2'

27.7

4'

27.7

5'

27.7

8'

27.7

9'

27.8

0'

27.8

3'

27.8

5'

27.8

7'

27.8

8'

27.8

8'

27.9

1'

27.9

2'

27.9

6'

27.9

6'

27.9

9'

28.0

2'

28.0

5'

28.0

5'

28.1

5'

28.1

8'

28.2

3'

28.4

1'


DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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RIVERVIEW, FL 33578


CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

L-6 LIGHTING PLAN (2)

MA

TC

HLIN

E S

TA.

150

+60.0

0 LIG

HTIN

G P

LA

N (3)

MATCHLINE STA. 318+80.00 LIGHTING PLAN (5)

MATCHLINE STA. 315+60.00 LIGHTING PLAN (4)

N

1" = 40'

27.4

1'

27.0

7'

MA

TC

HLIN

E S

TA.

145

+00.0

0 LIG

HTIN

G P

LA

N S

HE

ET (1)

GRIF

FIN

DRIV

E

GATEWAY BOULEVARD

LA

KE

S

DRIV

E

FAIR

WA

Y

£ SURVEY GATEWAY BLVD.


R/W LINE

R/W LINE



1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (FC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

LCDOT PULL BOX

ASSEMBLY WITH

POWER SERVICE

AND CONDUCTORS

FEEDER CONDUIT

1- #6 AWG GRND

2- #6 AWG (CKT. A-2)

2- #6 AWG (CKT. A-1)

2 CONDUIT RUNS (LC, SP)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG (CKT. A-4)

2- #6 AWG (CKT. A-3)

1 CONDUIT RUNS (LC)

1- #6 AWG GRND

2- #6 AWG


1- #6 AWG GRND

2- #6 AWG


PULL BOX

LCDOT

PULL BOX

LCDOT

PULL BOX

LCDOT

PULL BOX

LCDOT

PULL BOX

LCDOT

LCDOT

PULL BOX

TO REMAIN

LIGHTING CONDUCTORS

FAIRWAY LAKES

EXISTING 3- #6

PULL BOX

LCDOT

GRIFFIN DRIVE

£ SURVEY FAIRWAY LAKES DRIVE/

BL GATEWAY RT

STA. 149+88

POLE NO. 8, CKT. A-2

BL GATEWAY RT

STA. 148+06


TO BE REMOVED

LIGHT POLE

TO BE REMOVED

LIGHT POLE

3-WIRE SERVICE

SINGLE PHASE

120V/240V

BL GATEWAY LT

BACK OF SIDEWALK

STA. 148+17, 33' FROM

LOAD CENTER "A"

BE REMOVED

CONDUCTORS TO

GATEWAY LIGHTING

EXISTING 3- #6

BE REMOVED

CONDUCTORS TO

GATEWAY LIGHTING

EXISTING 3- #6

CONDUCTORS TO REMAIN

FAIRWAY LAKES LIGHTING

EXISTING 3- #6

TO BE REMOVED

LIGHT POLE

PULL BOX

LCDOT

BL GATEWAY RT

STA. 146+14


BL GATEWAY LT

STA. 146+26


BL GATEWAY LT

STA. 147+70

POLE NO. 3, CKT. A-3 BL GATEWAY LT

STA. 148+59


BL GATEWAY RT

STA. 148+56


BL GATEWAY LT

STA. 149+93


BL FAIRWAY LAKES RT

STA. 315+66


BL GRIFFIN LT

STA. 318+55


1- #6 AWG GRND

2- #6 AWG (CKT. A-4)

2- #6 AWG (CKT. A-3)

2- #6 AWG (CKT. A-2)

2- #6 AWG (CKT. A-1)

2 CONDUIT RUNS (LC, FC)316

317

318

145 146 147 148 149 150

ET

IRR

IRR

t

DY

H

WV

IRR

IRR

IRR

IRR

E

CB

24.1

1'

CB

24.2

1'

25.6

6'

25.7

6'

25.8

7'

BP 1

18

25.9

1'

25.9

5'

25.9

7'

26.0

0'

26.0

2'

26.0

8'

26.0

9'

26.1

0'

26.1

5'

BP 1

21

26.2

3'

26.2

4'

26.2

5'

26.2

6'

26.2

8'

26.3

0'

26.3

1'

26.3

3'

26.3

3'

26.3

4'

26.3

5'

26.3

7'

BP 1

20

26.4

2'

26.4

6'

26.4

7'

26.4

8'

26.5

2'

26.5

2'

26.5

3'

26.5

4'

26.5

7'

26.5

7'

26.5

7'

26.5

8'

26.5

8'

26.5

9'

26.5

9'

26.6

0'

26.6

2'

26.6

3'

26.6

5'

26.6

6'

26.6

6'

26.6

6'

26.6

7'

26.6

8'

26.6

8'

26.6

8'

26.6

8'

26.6

9'

26.6

9'

26.7

0'

26.7

3'

26.7

4'

26.7

5'

26.7

6'

26.7

6'

26.7

7'

26.7

8'

26.8

2'

26.8

2'

26.8

3'

26.8

5'

26.8

5'

26.8

6'

26.8

7'

26.9

0'

26.9

2'

26.9

7'

26.9

8'

26.9

9'

27.0

1'

27.0

1'

27.0

1'

27.0

3'

27.0

5'

27.0

7'

27.0

9'

27.1

0'

27.1

1'

27.1

2'

27.1

3'

27.1

3'

27.1

4'

27.2

0'

27.2

1'

27.2

8'

27.3

0'

27.3

0'

27.3

1'

27.3

1'

27.3

7'

27.3

7'

27.3

9'

27.4

7'

27.5

2'

27.5

4'

27.5

5'

27.6

0'

27.7

0'

27.7

1'

27.7

2'

27.8

1'

27.8

3'

27.8

5'

27.9

2'

28.1

0'


DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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G15-23.004,

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RIVERVIEW, FL 33578


CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

151 152 153 154 155

GATEWAY BOULEVARD

R/W LINE

R/W LINE

£ SURVEY GATEWAY BLVD.


SEE NOTE 1TO BE REMOVED

LIGHT POLE

STA. 155+30.00

END LIGHTING

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

BL GATEWAY RT

STA. 151+75


BL GATEWAY RT

STA. 153+10


TO BE REMOVED

LIGHT POLE

GIRL SCOUT LANE/GATEWAY GREENS DRIVE.

NORTHEAST CORNER OF GATWAY BOULEVARD AND

NORTH. THE SERVICE IS BY THE FPL TRANSFORMER IN THE


THE POWER SERVICE FOR THE GATEWAY EXISTING LIGHTING

SHALL BE REMOVED.


BOX TO THE END OF THE LIGHTING CIRCUIT AT THE

CONDUCTORS GOING SOUTH FROM THE PROPOSED PULL

POLE AND CONTINUING NORTH SHALL REMAIN. THE

CONDUCTORS FROM THE PULL BOX ADJACENT TO THE

THE EXISTING CONDUCTORS SHALL BE CUT. THE

INTERCEPT THE EXISTING GATEWAY LIGHTING CONDUIT.

THE SOUTH SIDE OF THE LIGHT POLE. IT SHALL

GS PULL BOX IS TO BE INSTALLED ADJACENT TO

EXISTING LIGHT POLE IS TO REMAIN. A PROPOSED

2.

1.

NOTE:

SEE NOTE 2.

CONDUCTORS.

GATEWAY LIGHTING

REMOVE EXISTING 3- #6

SEE NOTE 2.

CONDUCTORS.

GATEWAY LIGHTING


SEE NOTE 2.

CONDUCTORS TO REMAIN.

GATEWAY LIGHTING

EXISTING 3- #6

BL GATEWAY LT

STA. 150+60


BL GATEWAY LT

STA. 152+13


BL GATEWAY LT

STA. 153+48


L-7

MA

TC

HLIN

E S

TA.

150

+60.0

0 LIG

HTIN

G P

LA

N S

HE

ET (2)

LIGHTING PLAN (3)

N

1" = 40'

WV

D

YH

E

MB

MB

MB

MB

MB

T

20' L.B.E.

10' U.E.

E

IRR

E

WV

10' U.E.

10' U.E.

OAK 28"

OAK 18"

OAK 27"

OAK 27"

CYPRESS 11"

OAK 30"

OAK 21"

OAK 21"

OAK 20"

OAK 15"

24.74'

24.80'

25.01'

25.03'

25.07'25.08'

25.15'

25.15'

25.17'

25.17'

25.18'

25.18'

25.18'

25.19'

25.21'

25.23'

25.23'

25.27'

25.27'

25.28'

25.31'

25.32'

25.32'

25.32'

25.34'

25.35'

25.38'

25.39'

25.40'

25.41'

25.42'

25.43'

25.45'

25.46'

25.47'25.47'

25.47'

25.49'

25.49'

25.49'

25.50'

25.51'

25.52'

25.53'

S

25.55'

25.56'

D

25.57'

D25.57'

25.58'

25.58'

25.59'

25.59'

25.59'25.59'

25.60'

25.60'

25.62'

25.62'

25.63'25.65'

25.66'

25.68'

25.68'

25.70'

25.70'

25.71'

25.71'

25.73'

25.76'

25.77'

25.77'

25.77'

25.77'

25.79'

25.80'

25.80'

25.80'

25.81'

25.82'

25.83'

25.84'

25.85'

25.86'

25.87'

25.88'

25.88'

25.88'

25.89'

25.90'

25.90'

25.91'

25.91'

25.92'

25.92'

25.92'

25.93'

25.93'

25.93'

25.94'

25.96'

25.96'

25.97'

25.97'

25.98'

25.98'

26.00'

26.00'

26.00'

26.01'

26.01'

26.01'

26.02'

26.02'

26.02'

26.02'

26.03'

S

26.06'

S

26.07'

26.08'

26.08'

26.09'

26.09'

26.09'

26.10'

26.10'

26.10'

26.13'

26.13'

26.14'

26.15'

26.15'

26.16'

26.17'

26.17'

26.18'

26.18'

26.19'

26.19'

26.19'

26.20'

26.20'

26.21'

26.21'

26.22'

26.22'

26.26'

26.27'

26.28'

26.30'

26.30'

26.31'

26.31'

26.32'

26.32'

26.33'

26.33'

26.35'

26.35'

26.36'

26.38'

26.38'

26.39'

26.39'

26.40'

26.40'

26.42'

26.44'

26.46'

26.47'

26.47'

26.48'

26.50'

26.50'

26.50'

26.51'

26.51'

26.52'

26.53'

26.53'

26.56'

26.56'

26.57'

26.64'

26.66'

26.66'

26.66'

26.67'

26.68'

26.70'

26.74'

26.80'

26.83'

26.84'

26.85'

26.86'

26.94'

26.99'

27.00'

27.10'

27.12'

27.18'

27.20'

27.22'

27.24'

27.25'

27.29'

27.31'

27.42'

27.44'

27.59'

27.68'


DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

TH

E

OF

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CI

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CO

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OF

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T I

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TH

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EC

TR

ONI

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UN

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LE 61

G15-23.004,

F.

A.

C.


RIVERVIEW, FL 33578


CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

310

PC STA. 3

10+14.0

7

311

PT S

TA.

311

+93.9

9

312

PC S

TA.

312

+74.0

2

313

PT S

TA. 313+90.6

8

314

PC S

TA. 314+58.7

9

315

PT S

TA.

315

+53.9

2

FAIRWAY LAKES DRIVE


R/W LINE


R/W LINE

£ SURVEY FAIRWAY LAKES DRIVE

STA. 313+60.00

BEGIN LIGHTING

SEE NOTE 1

SEE NOTE 1



EXISTING 3- #6



EXISTING 3- #6



EXISTING 3- #6

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

2.

1.

NOTES:

NOT WORKING.

THE LIGHTING ALONG FAIRWAY LAKES DRIVE IS

GATEWAY SERVICE COMMUNITY DISTRICT STATED

DURING THE LIGHTING DESIGN FOR THIS PROJECT,

DOWNSTREAM LIGHT POLES TO THE WEST.

AND SPLICED TO MAINTAIN POWER TO THE EXISTING

FROM BOTH THE WEST AND EAST SHALL REMAIN

THE EXISTING FAIRWAY LIGHTING CONDUCTORS

TO THE REMOVED POLE SHALL ALSO BE REMOVED.

PROPOSED GS PULL BOX. THE CONDUCTORS DROP

EXISTING PULL BOX SHALL BE REPLACED WITH A

EXISTING LIGHT POLE IS TO BE REMOVED. THE

BL

GA

TE

WA

Y LT

ST

A.

150

+60

PO

LE

NO.

9,

CK

T.

A-4

BL FAIRWAY LAKES RT

STA. 313+84


L-8

MA

TC

HLIN

E S

TA.

315

+60.0

0 LIG

HTIN

G P

LA

N (2)

N

1" = 40'

LIGHTING PLAN (4)

ARV

T

CT

WV

DYH

T

IRR

E

IRR

24.60'

24.8'

24.84'

24.9'

24.9'

25.0'

25.0'

25.1'25.3'

25.5'

25.77'

25.8'

25.79'

25.88'25.90'

25.91'

25.96'

26.00'

26.1'

26.06'

26.07'

26.08'

26.08'

26.08'

26.09'

26.10'

26.10'

26.11'BP 102

26.2'

BP 106

26.2'

26.17'

26.18'

26.18'

26.20'

26.23'

26.24'

26.29'

26.31'

BP 108

26.36'

26.4'

26.40'

26.52'

26.6'

26.6'

26.56'

26.62'

26.66'26.70'

26.71'

26.74'

26.75'

26.75'

26.78'26.81'

26.96'

26.96'

26.98'

27.1'


DATE DESCRIPTION

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CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

319 320 321 322 PC S

TA.

322

+46.8

0

323

R/W LINE

GRIFFIN DRIVE


R/W LINE

UTILITY EASEMENT

30' DRAINAGE &

£ SURVEY GRIFFIN DRIVE

SEE NOTE 1

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

TO BE REMOVED

LIGHT POLE

STA. 323+60.00

END LIGHTING

1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

PINEWOOD LAKES DRIVE.

THE SOUTH SIDE OF GRIFFIN DRIVE EAST OF

EAST. THE SERVICE IS NEAR THE FPL TRANSFORMER ON


THE POWER SERVICE FOR THE GRIFFIN EXISTING LIGHTING

SHALL BE REMOVED.


BOX TO THE END OF THE LIGHTING CIRCUIT AT THE

CONDUCTORS GOING WEST FROM THE PROPOSED PULL

POLE AND CONTINUING EAST SHALL REMAIN. THE

CONDUCTORS FROM THE PULL BOX ADJACENT TO THE

THE EXISTING CONDUCTORS SHALL BE CUT. THE

INTERCEPT THE EXISTING GRIFFIN LIGHTING CONDUIT.

THE WEST SIDE OF THE LIGHT POLE. IT SHALL

GS PULL BOX IS TO BE INSTALLED ADJACENT TO

EXISTING LIGHT POLE IS TO REMAIN. A PROPOSED

2.

1.

NOTES:

REMAIN. SEE NOTE 1.

CONDUCTORS TO

GRIFFIN LIGHTING

EXISTING 3- #6

SEE NOTE 1.

CONDUCTORS.

GRIFFIN LIGHTING


1- #6 AWG GRND

2- #6 AWG

1 CONDUIT RUN (LC)

BL GRIFFIN RT

STA. 319+67


BL GRIFFIN LT

STA. 320+79


BL GRIFFIN LT

STA. 322+23


L-9

MA

TC

HLIN

E S

TA.

318

+80.0

0 LIG

HTIN

G P

LA

N (2)

LIGHTING PLAN (5)

N

1" = 40'

3/30/2020David.Allen C:\Users\david.allen\Desktop\Project Files Folder\Gateway_Griiffin\CR044002.02\ms\lighting\SRPTLT02.DGN11:52:38 AM

DATE DESCRIPTION

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200672

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CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

L-10 SERVICE POINT DETAILS (1)

1

2

3

PLEXIGLASS WINDOW

2 INCH SQUARE

WITH A 2 INCH BY

INSIDE ENCLOSURE

INSTALL PE SWITCH

(NTS)RISER DIAGRAM

1

3

24

2

2

PHOTO ELECTRIC CELL SWITCH - 120V RATED, INSIDE ENCLOSURE.

'HAND-OFF-AUTOMATIC' SELECTOR SWITCH (PART OF LIGHTING CONTACTOR).

23

23

4

4

6

6

KEYED NOTES

13

11

10

1919

10

2

14

15

8

16

17

5

11

10

13 LIGHTNING ARRESTOR MOUNTED ON OUTSIDE OF ENCLOSURE.

24

14

15

8

5

16

17

19

(639-1-122)

POWER SERVICE ASSEMBLY

(715-7-11)

LOAD CENTER

METER SOCKET BY CONTRACTOR. METER BY FPL.

12' PEDESTAL CONCRETE POLE

EQUIPMENT REQUIREMENT.

POST-MOUNTED 4X CABINET WITH LOCKABLE HINGED DOOR. SIZE PER

-INCH DIA. 40 FEET LONG.85COPPER CLAD GROUND ROD

INSULATED #2 COPPER FEEDER CONDUCTORS IN RIGID GALVANIZED STEEL CONDUIT

SERVICE FROM FPL TRANSFORMER.

120/240V SINGLE PHASE 3-WIRE FPL ELECTRIC DISTRIBUTION UNDERGROUND

ENCLOSED BREAKER.

SERVICE MAIN DISCONNECT: 600V, 2-POLE HEAVY DUTY NEMA 3R WITH

MAIN DISCONNECT.

GALVANIZED STEEL. BOND THE SERVICE NEUTRAL TO GROUND AT SERVICE

FPL REQUIRED SIZED INSULATED COPPER GROUND WIRE IN 1-INCH RIGID

MAIN CIRCUIT BREAKER.

2-POLE, ELECTRICALLY HELD CONTACTOR WITH SAME AMPACITY RATING AS

TO SUPPORT ELECTRICAL EQUIPMENT.

12' CONCRETE PEDESTAL POLES WITH GALVANIZED UNISTRUT

CONDUIT DROPS.

THE CONTRACTOR SHALL DETERMINE THE NUMBER OF NECESSARY

CONDUIT(S) WITH CONDUCTORS FOR THE LIGHTING CIRCUITS.

CIRCUIT BREAKERS. SEE PANEL SCHEDULE FOR MORE INFORMATION.

ELECTRICAL PANEL, 120/240V, SINGLE PHASE. 3-WIRE WITH GROUND BAR AND

ON LIGHTING PLAN SHEETS FOR SIZE.

MAIN CIRCUIT BREAKER 2-POLE, 120/240V. SEE DISTRIBUTION POINT DESCRIPTION

UNDERGROUND FEEDER CONDUIT INSULATED #2 COPPER FEEDER CONDUCTORS.

3/30/2020David.Allen C:\Users\david.allen\Desktop\Project Files Folder\Gateway_Griiffin\CR044002.02\ms\lighting\SRPTLT01.DGN11:52:39 AM

DATE DESCRIPTION

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200672

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RIVERVIEW, FL 33578


CARDNO

P.E. NO.: 58540

DAVID J. ALLEN, PE

Panel ID:

Location: Voltage: 120/240 V

Main Breaker: 100 A

Single Phase, 3-wire

Breaker Pole Pole Breaker

A

B

A

B

A

B

A

B

A

B

A

B

1

3

5

7

9

11

13

15

17

19

21

23

2

4

6

8

10

12

14

16

18

20

22

24

Circuit Description Load (KVA) Load (KVA) Circuit Description

NO. OF POLES

TOTAL DEMAND AMPS

TOTAL DEMAND

Mounting: Surface

Bus

PANEL "A" SCHEDULE

L-11 SERVICE POINT DETAILS (2)

A-1

A-3

A-2

A-4

2

2

2

2

##

##.## AMPS

##.## KVA

IN NEXT SUBMITTAL

TO BE COMPLETED

lighting plans percent ligh… · cardno, inc. p.e. no. 58540 david allen, p.e. index of lighting...

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