Addendum_#1_-_Radar_Rd_Improvements_Lighting_Plans_S&S.pdf
PDF 2 MB Posted
- Attached to
- Construction of Radar Road
- Solicitation number
- 25/26-010
- Issued by
- Clay County, Harold CDP, Florida
About this file
This is an addendum document containing revised lighting plans for the Radar Road Improvements project in Clay County, Florida, prepared by LTG Engineering & Planning. The addendum provides comprehensive lighting design specifications for approximately 1,950 linear feet of roadway construction connecting Town Center Boulevard to US Highway 17 (SR 15). The lighting system includes 30 poles with a combination of new installations and replacements of existing luminaires, utilizing LED fixtures at 142W and 196W capacities mounted at heights between 30 and 40 feet. The project incorporates two lighting circuits (A-1 and A-2) served by a single load center with a total connected load of 4.312 kVA and total demand load of 5.174 kVA, including 20% spare capacity. Installation involves approximately 1,413 linear feet of conduit installed via open trench, 1,140 linear feet via directional bore, and 30 linear feet above ground, with extensive underground electrical service infrastructure including pull and splice boxes, lighting conductors (#8 to #6 AWG), and pole cable distribution systems. The lighting plans were digitally signed and sealed by Professional Engineer Aline Franqui (P.E. No. 95735) on March 26, 2025, and comply with Florida Department of Transportation FY2024-25 Standard Plans and Specifications.
The design criteria establishes average horizontal illumination of 1.0 foot-candle for other roadways with minimum uniformity ratios and incorporates 480-volt three-phase service with a step-up transformer converting 240V primary to 480V secondary. The project specifies fabrication of aluminum poles and luminaires per AASHTO standards, requires shop drawing certifications, and mandates hand-digging the first four feet of pole foundations where underground utilities are in close proximity. Clay County Utility Authority, TECO Energy, Clay Electric Cooperative, AT&T Distribution, and Comcast Cable are identified as affected utility owners requiring notification prior to construction commencement. All conduit locations are diagrammatic and subject to engineer approval for adjustments to accommodate existing and proposed utilities, with minimum depths maintained at 24 inches and provisions for protective sleeves or concrete backfill where conduit is relocated closer than 30 inches below ground surface.
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24 L-1 3/26/2025 4:54:30 PM X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\KEYSLT01.dwgCad Users
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA
DELAND 4
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
FT PIERCE
FT MYERS
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
FORT WALTON
BEACH
PENSACOLA
WEST PALM
BEACH
FLORIDA
TURNPIKE
PANAMA
CITY
LAKE
CITY
DAYTONA
BEACH
SARASOTA -
BRADENTON
BEE LINE
EXPRESSWAY
PROJECT LOCATION
SHEET
NO.
FISCAL
YEAR
LTG PROJECT NO.
INDEX OF LIGHTING PLANS
SHEET NO. SHEET DESCRIPTION
L-1 KEYSHEET
L-2 TABULATION OF QUANTITIES
L-3 GENERAL NOTES
L-4 LEGEND
L-5 LIGHTING DATA TABLE
L-6 PROJECT LAYOUT
L-7 - L-10 LIGHTING PLAN
L-11 SERVICE POINT DETAIL
L-12 ARC FLASH LABEL
LIGHTING PLANS
PROJECT LOCATION URL: https://maps.app.goo.gl/KLVZuprD3gt91QoS9
PROJECT LIMITS: TOWN CENTER BLVD - SR 15 (US 17)
EXCEPTIONS: NONE
BRIDGE LIMITS: NONE
RAILROAD CROSSING: NONE
CLAY COUNTY
CLAY COUNTY
RADAR ROAD FROM TOWN CENTER BLVD.
TO SR 15 (US 17)
PLANS PREPARED BY:
ALINE FRANQUI, P.E.
P.E. No. 95735
1049 EBER BLVD., SUITE 104
MELBOURNE, FLORIDA 32901
PH. 321-499-467 FAX: 386.257.6996
EMAIL:INFO@LTG-INC.US
VENDOR NO.: F030424608005
LIGHTING PLANS
ENGINEER OF RECORD:
LTG Engineering & Planning
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED. THE SIGNATURE MUST BE
VERIFIED ON THE ELECTRONIC
DOCUMENTS.
GOVERNING STANDARD PLANS:
Florida Department of Transportation, FY2024-25 Standard plans for Road and Bridge Construction and applicable Interim Revisions (Irs).
Standard Plans for Road Construction and associated Irs are available at the following website: http://www.fdot.gov/design/standardplans
GOVERNING STANDARD SPECIFICATIONS:
Florida Department of Transportation, FY2024-25 Standard Specifications for Road and Bridge Construction at the following website:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks
COMPONENTS OF CONTRACT PLANS SET
ROADWAY
LIGHTING
SIGNALS
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
AL
INE FRANQUI
FLORI'A
95735 https://maps.app.goo.gl/KLVZuprD3gt91QoS9
TABULATION OF QUANTITIES
PAY
ITEM
NO.
DESCRIPTION UNIT
TOTAL THIS SHEET GRAND
TOTAL
L-7 L-8 L-9 L-10
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 155 675 330 253 1413 1413
630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 332 108 343 357 1140 1140
630-2-14 CONDUIT, FURNISH & INSTALL, ABOVE GROUND LF 30 30 30
635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 17 11 13 13 54 54
639-1-121 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, 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
715-1-12 LIGHTING CONDUCTORS, F&I, INSULATED, NO. 8 - 6 LF 954 3302 2787 2646 9689 9689
715-5-21 LUMINAIRE & BRACKET ARM, REPLACE LUMINAIRE AND ARM ON EXISTING POLE EA 4 1 5 5
715-61-211 LIGHT POLE COMPLETE, F&I, STANDARD POLE STANDARD FOUNDATION, 35' MOUNTING HEIGHT, 8' ARM LENGTH EA 2 2 2
715-61-342 LIGHT POLE COMPLETE, F&I, STANDARD POLE STANDARD FOUNDATION, 40' MOUNTING HEIGHT, 12' ARM LENGTH EA 1 6 6 7 20 20
715-67-000 LIGHT POLE COMPLETE, INSTALL EA 3 3 3
715-7-11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1 1 1
715-500-1 POLE CABLE DISTRIBUTION SYSTEM, FURNISH AND INSTALL, CONVENTIONAL EA 6 6 6 7 25 25
NOTE:
PAY ITEMS AND QUANTITIES ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES FOR PREPARATION OF LUMP SUM BID.
RADAR ROAD IMPROVEMENTS
TABULATION OF QUANTITIES
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CLAY COUNTY
ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\TABQLT01.dwgCad Users 3/26/2025 4:54:35 PM
CLAY 5854 L-2
LTG Engineering & Planning
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
P.E. No. 95735
RADAR RD
LOAD CENTER
DESIGNATION
CIRCUIT NUMBER
POLE NUMBER
POLE IDENTIFICATION TAG DETAIL
OR APPROVED EQUAL
N.T.S.
FASTEN WITH APPROVED ADHESIVE
(NO SCREWS OR RIVETS)
A
GENERAL NOTES
1. THE MAINTAINING AGENCY IS CLAY COUNTY AND THE PROJECT MANAGER IS STEPHEN E. KOTERAS, 904-269-6301.
2. PRIOR TO STARTING CONSTRUCTION, NOTIFY ALL UTILITIES WHICH MAY BE AFFECTED BY THE WORK.
THE FOLLOWING IS A PARTIAL LISTING:
UTILITY OWNERS PHONE CONTACT
CLAY COUNTY UTILITY AUTHORITY 904-213-2408 PAUL STEINBRECHER
TECO PEOPLES GAS 904-443-7310 JEFF DEALE
CLAY ELECTRIC COOPERATIVE INC. 352-473-8000 EXT. 8205 ANGELA S. BELL
AT&T DISTRIBUTION 904-699-4976 P.K. PATEL
COMCAST CABLE 850-445-9169 LIAM MCKENNA
3. THE LOCATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE APPROXIMATE AND BASED ON THE INFORMATION FURNISHED TO THE ENGINEER BY THE UTILITY OWNERS AND ARE SHOWN AS NOTICE THAT UNDERGROUND UTILITIES EXIST. BEFORE EXCAVATING, NOTIFY THE UTILITY COMPANY OWNERS AND REQUEST THEM TO LOCATE AND STAKE THEIR UNDERGROUND FACILITIES. UTILITIES ARE
TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE ENGINEER.
4. THE LOCATION OF THE POLES, CONDUCTORS, CONDUITS, JUNCTION BOXES AND SERVICE POLES ARE DIAGRAMMATIC ONLY AND MAY BE SHIFTED BY THE ENGINEER TO ACCOMMODATE LOCAL CONDITIONS
AND EXISTING UTILITY LOCATIONS.
5. FABRICATE ALUMINUM POLES, LUMINAIRES AND BASES IN ACCORDANCE WITH AASHTO'S "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS" AND TEST BY FHWA-APPROVED METHODS. CERTIFICATION FOR TESTS SHALL BE SUBMITTED WITH THE
SHOP DRAWINGS.
6. PULLING INSTRUCTIONS: CONNECT PULLING DEVICES TO COPPER WIRE AND NOT TO JACKET AND MEET MANUFACTURER'S REQUIREMENTS. USE PULLING COMPOUND PER MANUFACTURER'S REQUIREMENTS. DO
NOT BEND LESS THAN RECOMMENDED BY N.E.C. OR N.E.S.C. FOR CABLE USED.
7. AT LOCATIONS WHERE UNDERGROUND UTILITIES ARE IN CLOSE PROXIMITY TO THE LIGHTING POLE FOUNDATIONS OR CONDUIT RUN, AS DETERMINED BY THE ENGINEER, HAND DIG THE FIRST 4 FEET OF
THE HOLE FOR THE POLE FOUNDATION AND CONDUIT RUN.
8. CONDUIT LOCATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE. CONDUIT MUST BE PLACED WITHIN THE RIGHT-OF-WAY BUT CAN BE ADJUSTED TO FIT AROUND THE EXISTING AND PROPOSED UTILITIES.
WHERE PLANNED LOCATION OF LIGHTING CONDUIT RUNNING 30" UNDER PAVEMENT IS FOUND TO CONFLICT WITH UNDERGROUND UTILITIES, PROVIDE RECOMMENDED ALTERATION OF LIGHTING CONDUIT, VERTICALLY OR HORIZONTALLY, TO AVOID THE CONFLICT FOR ENGINEER APPROVAL. MAINTAIN A 24" ABSOLUTE MINIMUM DEPTH WHERE LIGHTING CONDUITS ARE RELOCATED CLOSER THAN 30" BELOW THE GROUND SURFACE AND PLACE RELOCATIONS IN AN ADDITIONAL 3" PVC SLEEVE OR BACKFILLED WITH A
MINIMUM OF 4"X4" OF CONCRETE.
9. INSPECT ALIGNMENT OF EACH INDIVIDUAL POLE AND FIXTURE AS FOLLOWS:
A. POLE ALIGNMENT: WITHIN ONE HALF DEGREE ON VERTICAL +/-, CONFIRM VERTICAL ALIGNMENT
VIEWING FROM ADJACENT SERIES OF POLES IN BOTH DIRECTIONS.
B. FIXTURE ALIGNMENT: WITHIN ONE DEGREE OF HORIZONTAL +/-, USING CALIBRATED LEVEL ALONG
BOTH AXES OF CUT-OFF FIXTURE FACE, WITH LENS ONLY.
10.DO NOT INSTALL MORE THAN THREE CIRCUITS IN A SINGLE CONDUIT.
11.DE-ENERGIZE EXISTING CIRCUITS TO TRANSFER POWER TO NEW CIRCUITS IN ONE DAYLIGHT PERIOD
OUTSIDE TWILIGHT HOURS.
2"
8"
RADAR ROAD IMPROVEMENTS
GENERAL NOTES
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ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\GNNTLT01.dwgCad Users 3/26/2025 4:54:40 PM
CLAY 5854 L-3
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
SYMBOLS DESCRIPTION
LEGEND
LIGHTING DESIGN CRITERIA
AVERAGE HORIZONTAL INITIAL ILLUMINATION:
- OTHER ROADWAYS
- ROUNDABOUT
- SIGNAL
AVERAGE VERTICAL INITIAL ILLUMINATION:
- ROUNDABOUT
- CROSSWALKS
- MIDBLOCKS
UNIFORMITY RATIO AVG./MIN
UNIFORMITY RATIO MAX./MIN.
VEILING LUMINANCE DESIGN CRITERIA
LIGHT LOSS FACTOR
VOLTAGE DROP
WIND SPEED
1.0 HORIZONTAL FOOT CANDLE (HFC)
1.5 (MIN) HFC; 3.0 (STD) HFC
1.5 (MIN) HFC; 3.0 (STD) HFC
1.2 (MIN) VERTICAL FOOT CANDLE (VFC); 1.5 (STD) VFC
1.2 (MIN) VFC; 1.5 (STD) VFC
2.3 VFC
4:1 OR LESS (HFC)
10:1 OR LESS (HFC)
0.3:1 OR LESS
1.0
5% OR LESS
120 MPH
PROPOSED CONVENTIONAL 196W LED ATB2 P602 R3 27K 480V LUMINAIRE BY AMERICAN ELECTRIC OR
EQUIVALENT. THE LUMINAIRE SHALL BE POLE-MOUNTED ON 12FT ARM.
PROPOSED CONVENTIONAL 196W LED ATB2 P602 R4 3K 480V LUMINAIRE BY AMERICAN ELECTRIC OR
EQUIVALENT. THE LUMINAIRE SHALL BE POLE-MOUNTED ON 8FT AND 12FT ARMS.
PROPOSED CONVENTIONAL 142W LED VERD-G-CA2-140-730-U-T3 480V LUMINAIRE BY COOPER LIGHTING
OR EQUIVALENT. THE LUMINAIRE SHALL BE POLE-MOUNTED ON 8FT ARM.
PROPOSED REPLACEMENT ON EXISTING ARM 142W LED VERD-G-CA2-140-730-U-T3 480V LUMINAIRE BY
COOPER LIGHTING OR EQUIVALENT. THE LUMINAIRE SHALL BE POLE-MOUNTED ON 8FT ARM.
EXISTING LUMINAIRE, COMPLETE FOUNDATION, PULL BOX, AND CONCRETE APRON TO BE REMAIN.
2" SCHEDULE 40 PVC CONDUIT WITH THWN-2 CONDUCTORS INSIDE (CONDUCTOR SIZE AS SHOWN ON
PLAN SHEETS). GREEN GROUND CONDUCTORS TO BE RUN INSIDE CONDUIT WITH CONDUCTORS.
2" HDPE CONDUIT, DIRECTIONAL BORED. WITH THWN-2 CONDUCTORS INSIDE (CONDUIT AND CONDUCTOR SIZE AS SHOWN ON PLAN SHEETS). ONE 2" SPARE CONDUIT (INCLUDED IN CONDUIT COUNTS ON PLAN
SHEETS). GREEN GROUND CONDUCTORS TO BE RUN INSIDE CONDUIT WITH CONDUCTORS.
PROPOSED PULL BOX. SPARE PULL BOXES TO BE INSTALLED AT DIRECTIONAL BORING LOCATIONS.
PROPOSED LOAD CENTER
EXISTING ELECTRICAL SERVICE POINT
PROPOSED ELECTRICAL SERVICE POINT
RADAR ROAD IMPROVEMENTS
LEGEND
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ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\GNNTLT01.dwgCad Users 3/26/2025 4:54:43 PM
CLAY 5854 L-4
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
POLE NO. PAY ITEM CIRCUIT BASELINE STATION / OFFSET NORTHING/EASTING DIST. OR
ARM (FT.)
LUMINAIRE
WATTAGE
MOUNTING
HEIGHT (FT.)
FOUNDATION
(FT.) TILT (DEG.) SHEET NO. REMARKS
1 715-67-000 - RADAR ROAD - 2094119.75N, 430872.12E 8 142 35 STANDARD 0 L-7 NEW POLE; CLAY ELEC.
2 715-5-21 - RADAR ROAD - 2094116.08N, 430962.34E 8 142 35 STANDARD 0 L-7 REPLACEMENT EXIST. LUMINAIRE; CLAY ELEC.
3 715-5-21 - RADAR ROAD - 2094358.39N, 430959.35E 8 142 35 STANDARD 0 L-7 REPLACEMENT EXIST. LUMINAIRE; CLAY ELEC.
4 715-67-000 - RADAR ROAD 100+19, 44' RT. - 8 142 35 STANDARD 0 L-7 NEW POLE; CLAY ELEC.
5 715-5-21 - RADAR ROAD - 2093938.03N, 431001.09E 8 142 35 STANDARD 0 L-7 REPLACEMENT EXIST. LUMINAIRE; CLAY ELEC.
6 715-5-21 - RADAR ROAD - 2093773.80N, 431009.96E 8 142 35 STANDARD 0 L-7 REPLACEMENT EXIST. LUMINAIRE; CLAY ELEC.
7 715-67-000 - RADAR ROAD - 2094324.78N, 431057.89E 8 142 35 STANDARD 0 L-7 NEW POLE; CLAY ELEC.
8 715-61-211 A-1 RADAR ROAD 100+81, 144' RT. - 8 196 35 STANDARD 0 L-7 -
9 715-61-211 A-1 RADAR ROAD 101+45, 59' RT. - 8 196 35 STANDARD 0 L-7 -
10 715-61-342 A-1 RADAR ROAD 102+43, 40' RT. - 12 196 40 STANDARD 0 L-7 -
11 715-61-342 A-1 RADAR ROAD 103+76, 25' RT. - 12 196 40 STANDARD 0 L-8 -
12 715-61-342 A-2 RADAR ROAD 104+68, 43' RT. - 12 196 40 STANDARD 0 L-8 -
13 715-61-342 A-2 RADAR ROAD 106+17, 43' RT. - 12 196 40 STANDARD 0 L-8 -
14 715-61-342 A-2 RADAR ROAD 107+37, 43' RT. - 12 196 40 STANDARD 0 L-8 -
15 715-61-342 A-2 RADAR ROAD 108+50, 42' RT. - 12 196 40 STANDARD 0 L-8 -
16 715-61-342 A-2 RADAR ROAD 109+41, 43' LT. - 12 196 40 STANDARD 0 L-8 -
17 715-61-342 A-2 RADAR ROAD 110+05, 23' RT. - 12 196 40 STANDARD 0 L-9 -
18 715-61-342 A-2 RADAR ROAD 111+62, 43' RT. - 12 196 40 STANDARD 0 L-9 -
19 715-61-342 A-2 RADAR ROAD 113+03, 24' RT. - 12 196 40 STANDARD 0 L-9 -
20 715-61-342 A-2 RADAR ROAD 113+92, 24' RT. - 12 196 40 STANDARD 0 L-9 -
21 715-61-342 A-2 RADAR ROAD 115+12, 21' RT. - 12 196 40 STANDARD 0 L-9 -
22 715-61-342 A-2 RADAR ROAD 116+30, 28' RT. - 12 196 40 STANDARD 0 L-9 -
23 715-61-342 A-2 RADAR ROAD 117+38, 29' RT. - 12 196 40 STANDARD 0 L-10 -
24 715-61-342 A-2 RADAR ROAD 118+12, 39' RT. - 12 196 40 STANDARD 0 L-10 -
25 715-61-342 A-2 SR 15 (US 17) 223+95, 89' LT. - 12 196 40 STANDARD 0 L-10 -
26 715-61-342 A-2 RADAR ROAD 117+93, 60' LT. - 12 196 40 STANDARD 0 L-10 -
27 715-61-342 A-2 SR 15 (US 17) 226+06. 90' LT. - 12 196 40 STANDARD 0 L-10 -
28 715-61-342 A-2 SR 15 (US 17) 225+32, 67' RT. - 12 196 40 STANDARD 0 L-10 -
29 715-61-342 A-2 SR 15 (US 17) 224+11, 89' RT. - 12 196 40 STANDARD 0 L-10 -
30 715-5-21 - SR 15 (US 17) - 20940695.83N, 432940.72E 8 142 30 STANDARD 0 L-10 REPLACEMENT EXIST. LUMINAIRE; CLAY ELEC.
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DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\PLDTLT01.dwgCad Users 3/26/2025 4:54:50 PM
CLAY 5854 L-5
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
P.E. No. 95735
RADAR RD
RADAR ROAD IMPROVEMENTS
LIGHTING DATA TABLE
CLAY COUNTY
WATER
110 115
BEGIN
LIGHTING PROJECT
STA. 100+00.00
L-7
℄ CONST. RADAR ROAD
℄ CONST. SR 15 (US 17)PROP. EASEMENT
PROP. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
L-8 L-9 L-10
199 200
END
LIGHTING PROJECT
STA. 200+00.00
PROP. R/W
RADAR ROAD IMPROVEMENTS
PROJECT LAYOUT
CLAY COUNTY
ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\PLANLT01.dwgCad Users 3/26/2025 4:54:56 PM
CLAY 5854 L-6
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
P.E. No. 95735
RADAR RD
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NP
W( B)
G B
G B
G B
G B
G B
G B
G B
G B
G B
G B
G B
G B
G B
G B
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
POLE 1
N=2094119.75 E=430872.15
(CLAY ELEC.)
POLE 5
N=2093938.03 E=431001.09
(EXIST.)
POLE 2
N=2094116.08 E=430962.34
(EXIST.
CLAY ELEC.)
BEGIN
LIGHTING PROJECT
STA. 100+00.00
EXIST. R/W
PROP. R/W
EXIST. R/W
PROP. EASEMENT
PROP. R/W
℄ CONST. RADAR ROAD
℄ CONST. RADAR ROAD
POLE 9
STA. 101+45
OFF: 59' RT.
CKT A-1
POLE 10
STA. 102+43
OFF: 40' RT.
CKT A-1
POLE 11
STA. 103+76
OFF: 25' RT.
CKT A-1
POLE 4
STA. 100+19
OFF: 44' RT.
(CLAY ELEC.)
EXIST. R/W
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(2 CONDUIT RUNS)
63 LF
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
100 LF
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
116 LF
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
56 LF
RADAR RD
SPEE
D LIMIT: 25
MPH
TO
W N C
E N
TE
R B
LV
D
S P E E D L
IM
IT
M P H
TO
W N C
E N
TE
R B
LV
D
S P E E D L
IM
IT
M P H
RADAR RD
SPEED LIMIT: 15 MPH
POLE 8
STA. 100+81
OFF: 144, RT.
CKT A-1
EXIST. CLAY ELEC.
TO REMAIN
EXIST. CLAY ELEC.
TO REMAIN
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
32 LF
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
40 LF
PROPOSED CLAY ELEC.
(2 CONDUIT RUNS)
75 LF
PROPOSED CLAY ELEC.
(2 CONDUIT RUNS)
79 LF
PROPOSED CLAY ELEC.
(2 CONDUIT RUNS)
70 LF
180°'
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
11 LF
M
ATCH
LIN
E S
TA. - 102+60.00
SD
S( B)
W( B)
W B
BE
(B
B T B
BT
(B
G( B)
G B
POLE 6
N=2093773.80 E=431009.96
(EXIST. CLAY ELEC.)
EXIST. R/W
EXIST. R/W
WATER
WATER
SAN
SAN
NPW
WATER
WATER
NPW
BACK FLOW
BACK FLOW
W(B
W(B)
W B
W B
W(B)
W B
W B
W B
W B
W B
B E B
B E B
B E B
B E B
B E B
S B
S B
S B
S B
S B
B T B
B T B
B T B
B T B
B T B
NPW
(B)
N P W B
N P W B
N P W B
N P W B
N P W B
N P W B ) G B
G B
G B
G B
G B
S(B) S(B)
S(B) S(B)
S(B)
POLE 3
N=2094358.39 E=430959.35
(EXIST.
CLAY ELEC.)
EXIST. R/W
EXIST. R/W
POLE 7
N=2094324.78 E=431057.89
(CLAY ELEC.)
RADAR ROAD IMPROVEMENTS
LIGHTING PLAN (1)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CLAY COUNTY
ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\PLANLT02.dwgCad Users 3/26/2025 4:55:15 PM
CLAY 5854 L-7
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
P.E. No. 95735
RADAR RD
N
1"
0'
MATCHLINE A
MATCHLINE B
MATCHLINE B
MATCHLINE A
INSET B
INSET A
PROPOSED CLAY ELEC.
(2 CONDUIT RUNS)
45 LF
NPW
BE(B)
BE(B)
BE(B)
W(B)
W B
B E B
B E B
BE(B) BE(B) BE(B) BE(B) BE(B) BE(B)
BE
(B
BE(B
BE(B) BE(B) BE(B) BE(B) BE(B)
B E B
B E B
BE
(B
S(B) S(B)
S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B)
S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B)
BE(B)B
E B
B E B
B E B
BE(B)BE(B)
B E B
BE(B)
BE(B)BE(B)BE(B)
BE(B) BE(B) BE(B)
BE(B)
BE(B)
S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B)
S(B)S(B)S(B)S(B)S(B)
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
105 106
109 110
105 106
109 110
105 106
109 110
105 106
109 110
PROP. R/W
℄ CONST. RADAR ROAD
PROP. R/W
PROP. R/W
PROP. EASEMENT
PROP. EASEMENT
POLE 10
STA. 102+43
OFF: 40' RT.
CKT A-1
POLE 11
STA. 103+76
OFF: 25' RT.
CKT A-1
POLE 12
STA. 104+68
OFF: 43' RT.
CKT A-2
POLE 13
STA. 106+17
OFF: 43' RT.
CKT A-2 POLE 14
STA. 107+37
OFF: 43' RT.
CKT A-2
POLE 15
STA. 108+50
OFF: 42' RT.
CKT A-2
POLE 16
STA. 109+41
OFF: 43' RT.
CKT A-2
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
116 LF
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
56 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
137 LF 2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
116 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
113 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
92 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
32 LF
RADAR RD
SPEED LIMIT: 25 MPH
RADAR RD
SPEE
D LIMIT: 25
MPH
THUNDERBOLT PARK
CLAY COUNTY LIBRARY
4-#6 AWG C
(CKT A-1, A-2)
1-#1/0 AWG G
(2 CONDUIT RUNS)
83 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
32 LF
F&I LOAD CENTER A
STA. 104+80
OFF: 54' LT.
2-#6 AWG C
(CKT A-1)
1-#6 AWG G
(1 CONDUIT RUN)
11 LF
(2 CONDUIT RUNS)
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
25 LF
M
ATCH
LIN
E S
TA. - 102+60.00
M
AT
C H
LI
N E S
TA
9+
.0
RADAR ROAD IMPROVEMENTS
LIGHTING PLAN (2)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CLAY COUNTY
ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\PLANLT02.dwgCad Users 3/26/2025 4:55:19 PM
CLAY 5854 L-8
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
P.E. No. 95735
RADAR RD
N
1"
0'
SAN
BACK FLOW
BACK FLOW
BE(B
B E B
W(B) W(B) W(B) W(B) W(B)
W(B)
BE(
B)
BE(
B)
BE
(B
BE(B)
S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B)
S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B)
BE(B)
BE(B) BE(B)
BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B)
BE(B) BE(B) BE(B) BE(B) BE(B) BE(B
S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S( B)
BT(B)
B T B
BT(B) BT(B) BT(B) BT(B)
BT(B)
BT(B)
B T B
BT(
B)
BT(B) BT(B) BT(B)
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
110 111 112 113 114 115 116
110 111 112 113 114 115 116
110 111 112 113 114 115 116
110 111 112 113 114 115 116
℄ CONST. RADAR ROAD
PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/W
PROP. EASEMENT
POLE 17
STA. 110+05
OFF: 23' RT.
CKT A-2 POLE 18
STA. 111+62
OFF: 43' RT.
CKT A-2
POLE 19
STA. 113+03
OFF: 24' RT.
CKT A-2
POLE 20
STA. 113+92
OFF: 24' RT.
CKT A-2
POLE 21
STA. 115+12
OFF: 21' RT.
CKT A-2
POLE 22
STA. 116+30
OFF: 28' RT.
CKT A-2
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
32 LF 2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
76 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
91 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
49 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
78 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
109 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
70 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
43 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
42 LF
RADAR RD
SPEED LIMIT: 25 MPH
GRACE ANGLICAN
CHURCH
STATION AT FLEMING
ISLAND APARTMENTS
POLE 23
STA. 117+38
OFF: 29'
CKT A-2
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
62 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
83 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
25 LF
M
AT
C H
LI
N E S
TA
9+
.0
M
AT
C H
LI
N E S
TA
6+
.0
RADAR ROAD IMPROVEMENTS
LIGHTING PLAN (3)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CLAY COUNTY
ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\PLANLT02.dwgCad Users 3/26/2025 4:55:24 PM
CLAY 5854 L-9
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
P.E. No. 95735
RADAR RD
N
1"
U
WATER
WATER
WATER
WATER
BACK FLOW
BACK FLOW
BACK FLOW
S(B)
BE(B) BE(B)
BE(B)
BE(B)
W B
W B
W B
W B
W B
W B
W B
W B
W B
W(B)
W(B) W(B) W(B) W(B) W(B)
W(B)
W(B)
S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B
S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B)
S(B)
S B
S B
S B
S B
S B
S B
S B
S B
S B
BT(
B)
BT
(B
B T B
B T B
B T B
B T B
S B
S B
S B
S B
S B
S B
S B
S B
S B
S B
S B
S B
S B
S B
S B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
BT(B)
BT(B) BT(B) BT(B) BT(B)
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
BE(B) BE(B) BE(B) BE(B) BE(B) BE(B
S(B) S(B) S(B) S(B) S(B) S(B) S( B)
S(B) S(B) S(B) S(B) S(B) S(B) S(B)
S(B)
BT(B)
BT(B)
B T B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B F O C B
B T B
B T B
BT(B)
B T B
BT(
B)
BT(B) BT(B) BT(B)
BT(B)
BT(B)
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
B T B
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
O E
O E
O E
O E
O E
O E
O E
OE
V
V
POLE 30
N=2094065.83 E=432940.72
(EXIST. CLAY ELEC.)
℄ CONST. RADAR ROAD
℄ CONST. SR 15 (US 17)
PROP. R/W
PROP. R/W
EXIST. R/W
EXIST. R/W
PROP. EASEMENT
POLE 22
STA. 116+30
OFF: 28' RT.
CKT A-2
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
43 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
42 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
98 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
52 LF
POLE 29
STA. 224+11
OFF: 89' RT.
CKT A-2
POLE 28
STA. 225+32
OFF: 67' RT.
CKT A-2
RADAR RDSPEED LIMIT: 25 MPH
STATION AT FLEMING
ISLAND APARTMENTS
PINE FOREST DR
SPEED LIMIT: 25 MPH
S R
(U
S
7) S P E E D L
IM
IT
M P H
℄ CONST PINE FOREST DR.
END
LIGHTING PROJECT
STA. 200+00.00
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
175 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(2 CONDUIT RUNS)
84 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
22 LF
POLE 27
STA. 226+06
OFF: 90' LT.
CKT A-2
POLE 25
STA. 223+95
OFF: 89' LT.
CKT A-2
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
72 LF
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
45 LF
POLE 24
STA. 118+12
OFF: 39' RT.
CKT A-2
POLE 26
STA. 117+93
OFF: 60' LT.
CKT A-2
60.3°'
120.1°'
137.6°'
POLE 23
STA. 117+38
OFF: 29' RT.
CKT A-2
2-#6 AWG C
(CKT A-2)
1-#6 AWG G
(1 CONDUIT RUN)
62 LF
M
AT
CH
LI
N E S
TA
6+
.0
RADAR ROAD IMPROVEMENTS
LIGHTING PLAN (4)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CLAY COUNTY
ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\PLANLT02.dwgCad Users 3/26/2025 4:55:29 PM
CLAY 5854 L-10
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
P.E. No. 95735
RADAR RD
N
1"
3 20
2 20
4 20
PC 16
PHOTOELECTRIC CONTROLLER DETAIL
(TYP.)
ONE LINE DIAGRAM DISTRIBUTION POINT
AH
OFF
TO ITEM
N Ø Ø
A-1 A-2
GROUND BUS
CKT. A-1
CKT. A-1
GROUND
CKT. A-2
CKT. A-2
GROUND
(TYP.)
TYPICAL DISTRIBUTION POINT SCHEMATIC DETAIL
TO ELECTRICAL SERVICE DROP
RISER DIAGRAM - TYPICAL DISTRIBUTION POINT
2"
NEUTRAL BAR
CUT A 2" HOLE IN THE SIDE OF THE LIGHTING CONTROL PANEL ENCLOSURE FOR
THE OPERATION AND MOUNTING OF THE PHOTO ELECTRIC CONTROLLER. USE
PLEXIGLASS AND A CLEAR SILICONE SEALANT TO COVER HOLE, INSTALL PHOTO
ELECTRIC CONTROLLER.
PHOTOELECTRIC CONTROLLER
SIDE OR BACK OF ENCLOSURE
CKT.
A-1
CKT.
A-2XX/1 XX/1
TOTAL CONNECTED LOAD: 4.312 KVA
TOTAL DEMAND LOAD: 5.174 KVA
(20% SPARE CAPACITY INCLUDED)
BRANCH CIRCUIT BREAKERS RATINGS
A-1 15 AMPS
A-2 15 AMPS
748 VA 3528 VA
TOTAL CONNECTED LOAD: 4.312 KVA
TOTAL DEMAND LOAD: 5.174 KVA
(20% SPARE CAPACITY INCLUDED)
1. 240V/480V, SINGLE PHASE 3 WIRE ELECTRIC DISTRIBUTION OVERHEAD SERVICE DROP.
2. SERVICE FEEDER IN RIGID GALVANIZED STEEL CONDUIT.
3. METER SOCKET BY CONTRACTOR ON 12' RISER (SERVICE) POLE, MOUNTED AT CLAY ELECTRIC
SPECIFIED HEIGHT.
4. 50A SERVICE MAIN DISCONNECT.
5. LIGHTING CONTROL PANEL ENCLOSURE (NEMA 4X SST). DIMENSIONS AS NECESSARY
FOR EQUIPMENT INSIDE. GROUND MOUNTED CABINET PER INDEX 639-002.
6. CONCRETE RISER POLE.
7. STEP-UP TRANSFORMER 15KVA SINGLE PHASE, 240V PRIMARY, 480V SECONDARY.
8. ELECTRICAL PANEL. NUMBER AND RATING OF BRANCH CIRCUIT BREAKERS SHALL BE AS
INDICATED ON DISTRIBUTION POINT DESCRIPTION ON LIGHTING PLAN SHEETS.
9. 15A BRANCH CIRCUIT TO ROADWAY LUMINAIRES.
10. 5/8" COPPER CLAD GROUND ROD, 40' LONG.
11. #6 INSULATED COPPER GROUND WIRE. BOND THE SERVICE NEUTRAL TO GROUND AT
SERVICE MAIN DISCONNECT.
12. FUSED CONTROL POWER TRANSFORMER 0.5 KVA, SINGLE PHASE, 480V PRIMARY, 120V
SECONDARY (PART OF LIGHTING CONTACTOR, SHOWN OUTSIDE FOR CLARITY).
13. LIGHTNING ARRESTER MOUNTED ON OUTSIDE OF ENCLOSURE.
14. 30A LIGHTING CONTROL PANEL MAIN BREAKER.
15. 2 POLE ELECTRICAL LIGHTING CONTACTOR.
16. 120V PHOTOELECTRIC CELL, 1800VA WITH 2000V PEAK SURGE PROTECTION.
17. HAND-OFF AUTOMATIC SELECTOR SWITCH (PART OF LIGHTING CONTACTOR, SHOWN OUTSIDE
FOR CLARITY).
18. CONCRETE PAD.
19. UNDERGROUND FEEDER CONDUIT.
20. MOUNT ON RISER POLE.
21. GROUND BUS.
LOAD CENTER A
KEYED NOTES:
RADAR ROAD IMPROVEMENTS
SERVICE POINT DETAIL
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.A .C
CLAY COUNTY
ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\SRPTLT01.dwgCad Users 3/26/2025 4:55:36 PM
CLAY 5854 L-11
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
ARC FLASH LABEL
WARNING
Nominal System Voltage Limited Approach Boundary Restricted Approach Boundary
DB Flash Hazard Boundary En2 Cal/cm
2H1.3x ^;
at 18 inches
480 VAC
in in
Arc Flash and Shock Hazard Appropriate PPE Required
Ba
Br
1Category based on NFPA 70E Table 130.7(C)(15)(a) Arc-Flash Hazard PPE Categories for AC Systems, NEC, 2024 2Boundaries based on NFPA 70E Table 130.4(E)(a) Electric Shock Protection Approach Boundaries to Exposed Energized Electrical Conductors or Circuit Parts for AC Systems, NEC, 2024
Destination Circuit
Normalized Incident Energy Arc Flash Boundary Energy
Level
PPE
Category1
Limited Approach Boundary2
Restricted Approach Boundary2
ID
Voltage En2 DB Ba Br
Volts cal/cm2 in in in
Disconnect A
480 0.0 2.4 A 2 42 12
Load Center 480 0.0 2.4 A 2 42 12
2 2
RADAR ROAD IMPROVEMENTS
ARC FLASH LABEL
TH
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F F
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IG
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LY
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N E D A
N D S
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AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CLAY COUNTY
ROAD NO. COUNTY LTG PROJECT NO.
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS SHEET
NO.
X:\jobs\5800\5854.00\000_CADD\58540000001\Lighting\SPDTLT02.dwgCad Users 3/26/2025 4:55:40 PM
CLAY 5854 L-12
VENDOR No.: F030424608005
PH: 321-499-467 FAX: 386.257.6996
MELBOURNE, FLORIDA 32901
1049 EBER BLVD., SUITE 104
ALINE FRANQUI
| Sheets and Views |
| L-1 KEYSHEET |
| L-2 RADAR ROAD IMPROVEMENTS TABULATION OF QUANTITIES |
| L-3 RADAR ROAD IMPROVEMENTS GENERAL NOTES |
| L-4 RADAR ROAD IMPROVEMENTS LEGEND |
| L-5 RADAR ROAD IMPROVEMENTS LIGHTING DATA TABLE |
| L-6 RADAR ROAD IMPROVEMENTS PROJECT LAYOUT |
| L-7 RADAR ROAD IMPROVEMENTS LIGHTING PLAN (1) |
| L-8 RADAR ROAD IMPROVEMENTS LIGHTING PLAN (2) |
| L-9 RADAR ROAD IMPROVEMENTS LIGHTING PLAN (3) |
| L-10 RADAR ROAD IMPROVEMENTS LIGHTING PLAN (4) |
| L-11 RADAR ROAD IMPROVEMENTS SERVICE POINT DETAIL |
| L-12 RADAR ROAD IMPROVEMENTS ARC FLASH LABEL |
| 2025-10-31T09:25:33-0400 | |
| Aline Franqui | |
| I am the author of this document |
File details come from the government source that posted it. Updated .