[K]_2025.02.10_Collins_Lighting_Phase1_Signed_7-2-25.pdf
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- Attached to
- Collins Street Complete Street - Phase I
- Solicitation number
- 25-014EN-FC-IFB
- Issued by
- Hillsborough County, Florida
About this file
This is a lighting plans document prepared by Kimley-Horn and Associates for the Collins Street Complete Street – Phase I project in Plant City, Hillsborough County, Florida. The document contains detailed electrical and lighting design specifications for approximately 1/4 mile of S. Collins Street, running from Station 513+50.00 to Station 526+46.05. The project includes installation of 44 decorative light poles with complete specifications, electrical conduit systems, pull boxes, load centers, and associated infrastructure. The plans specify 58-watt LED luminaires mounted on 15-foot aluminum poles with pole-top mounts, designed for 277-volt operation using conventional short Type III distribution. Key quantities include 1,993 linear feet of open trench conduit (630-2-11), 390 linear feet of directional bore conduit (630-2-12), 48 pull and splice boxes (13" x 24" cover size), one electrical power service with underground metering, one load center for secondary voltage, and 10,697 linear feet of insulated #8 to #6 lighting conductors. The design incorporates two circuits (A-1 and A-2) serving alternating poles with 240-volt single-phase power and photocell controls. All work must comply with Florida Department of Transportation Standard Specifications and Plans, National Electrical Code requirements, and OSHA standards. The document, prepared by licensed Professional Engineer Nicholas J. Provenzo (Florida License No. 91978) and signed February 10, 2025, serves as the final engineering plans for the complete street lighting infrastructure.
The lighting design provides uniform illumination for the corridor with specific pole spacing and setback requirements detailed throughout the six lighting plan sheets. The service point and load center, sized at 100 amperes, 3-wire, 120/240-volt configuration, delivers 3,190 volt-amperes total load capacity with circuit breakers rated for the connected luminaire loads. Contractors must coordinate with Tampa Electric Company (TECO) for service installation and must notify Sunshine One Call of Florida at least two business days prior to construction to locate underground utilities. The plans specify bonding and grounding requirements including 40-foot ground rods at the service location and interconnection of all ground systems per National Electrical Code standards. Construction documentation requires compliance with FDOT interim revisions and adherence to Florida-specific construction standards for all electrical work, with particular emphasis on safety protocols around energized conductors and transmission lines.
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HAVE CHANGED DUE TO REPRODUCTION.
NOTE: THE SCALE OF THESE PLANS MAY
10 11 12
131415
9 10 11
131415
29 28
32 33
Beattys
Corner Trapnell
Mud L.
PLANT CITY
Pop. 29,915
PLANT CITY
Mill
Midway
APT.MUNICIPAL
Rd.
Trapnell Rd.
W ig g in s
P r a ir ie
E n g l i s h
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Howell
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C r e e k
Cork
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10 92 B30 headCh.
Spring
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TRANS.
R A I L
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Youmans
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Jct.
Bealsville
39A
39B
39A
574B
574A 574A
574A
FS
CP
F S
C P
FS
J
J
J
STA 513+50.00
BEGIN PROJECT
STA 526+46.05
END PROJECT
T-28-S
T-29-S
T-28-S
T-29-S
R -2
-E
R -2
-E
R -2
-E
R -2
-E
Priya.Bavanaka
PROJECT LOCATION
GOVERNING STANDARD SPECIFICATIONS:
GOVERNING DESIGN STANDARDS:
SITE LOCATION MAP
PALM
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST
BEACH
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
CITY
LAKE
F
LO
R
ID
A 'S
BEACH LINE
N
INDEX OF LIGHTING PLANS
COLLINS STREET COMPLETE STREET DESIGN
CITY OF PLANT CITY
PHASE I
LIGHTING PLANS
ENGINEER OF RECORD:
LIGHTING PLANS
PLANS PREPARED BY:
TO LAKELAND
TO TAMPA
TO CRYSTAL SPRINGS
TO LITHIA
L-12
L-11
L-5 THRU L-10
L-4
L-3
L-2
L-1
SHEET NO.
DECORATIVE LIGHT POLE DETAIL
SERVICE POINT/LOAD CENTER DETAIL
LIGHTING PLANS
POLE DATA AND LEGEND
GENERAL NOTES
TABULATION OF QUANTITIES
KEY SHEET
SHEET DESCRIPTION
ON ANY ELECTRONIC COPIES.
AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
STATE OF
No 91978
R E
E
NI
GNE LANOIS
SE
F O
R P
ESNECIL
ADIROL
F
O Z
NEVORP .J SALO
H
CI
N
(813) 620-1460
TAMPA, FL. 33602
201 NORTH FRANKLIN STREET, SUITE 1400
KIMLEY-HORN AND ASSOCIATES
NICHOLAS J. PROVENZO, P.E. NO.: 91978
FPID: 441502-1-54-01
http://www.fdot.gov/design/standardplans
Bridge Construction and applicable Interim Revisions (IRs) at the following website:
Florida Department of Transportation, FY2024-25 Standard Plans for Road and http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY2024-25 Standard Specifications
NO.
SHEET
REGISTRY NO.: 35106
PHONE (813) 620-1460
TAMPA, FLORIDA 33602
201 NORTH FRANKLIN STREET, SUITE 1400
CONSULTING ENGINEERS AND PLANNERS
KIMLEY-HORN AND ASSOCIATES, INC.FINAL PLANS
FEBRUARY 10, 2025
FRANK COUGHENOUR, P.E.PLANT CITY PROJECT MANAGER: L-1
TABULATION OF QUANTITIES
TABULATION OF QUANTITIES
NO.
ITEM
PAY
DESCRIPTION UNIT
SHEET NUMBERS
SHEET
THIS
TOTAL
TOTAL
GRAND
L-5 L-6 L-7 L-8 L-9 L-10
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 27 303 518 520 452 173 1,993 1,993
630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 262 59 69 390 390
635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 1 10 15 10 7 5 48 48
639-1121 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER FURNISHED BY POWER COMPANY AS 1 1 1
715-1-12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 TO NO.6 LF 153 2,391 2,927 2,280 2,067 879 10,697 10,697
715-7-11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1 1 1
715-500-1 POLE CABLE DISTRIBUTION SYSTEM, F&I, CONVENTIONAL EA 1 9 12 10 7 5 44 44
715-516-115 LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I, POLE TOP MOUNT-ALUMINUM, 15' EA 1 9 12 10 7 5 44 44 c:\pw\kh1\d0111156\TABQLT01.dgnrobert.myers 3/19/2024 2:34:02 PM Default
CITY OF COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
COLLINS STREET
COMPLETE STREET DESIGN
PLANT CITY HILLSBOROUGH
201 NORTH FRANKLIN STREET, SUITE 1400
TAMPA, FL 33602
NICHOLAS J. PROVENZO, P.E.
P.E. LICENSE NUMBER 91978
KIMLEY-HORN AND ASSOCIATES
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GENERAL NOTES
BE DETERMINED BY THE CONTRACTOR AND THE UTILITY OWNERS DURING CONSTRUCTION.
LIGHTING GENERAL NOTES
1.
2.
3.
ALL PROPOSED PULL BOXES SHALL BE 13"x24" UNLESS OTHERWISE STATED IN THE PLANS.4.
THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. THE EXACT LOCATION SHALL
5.
VOLTAGE COMPONENTS. PERFORM WORK IN ACCORDANCE WITH OSHA STANDARDS.
EXTREME CAUTION SHALL BE EXERCISED AT ALL TIMES IN PERFORMANCE OF WORK AROUND THE PRIMARY HIGH
ENERGIZED CONDUCTORS AT INSTALLATION SITE, OR TAKE OTHER SAFETY PRECAUTIONS AS NECESSARY.
ENERGIZED ELECTRICAL CONDUCTORS. AT ITS OPTION, THE POWER COMPANY SHALL ASSIST, COVER UP
NOTIFY POWER COMPANY AT LEAST 48 HOURS PRIOR TO ANY INSTALLATION THAT IS WITHIN 10 FEET OF
6.
7.
8.
DESIGN STANDARDS, LATEST REVISION.
CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
PROPERLY GROUND AND BONDED PER N.E.C. REQUIREMENTS.
CODE AND THE CURRENT EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE. ALL COMPONENTS SHALL BE
ALL ELECTRICAL WORK SHALL MEET ALL REQUIREMENTS OF THE CURRENT EDITION OF THE NATIONAL ELECTRIC
CURRENT EDITION.
GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES OR UNDERGROUND
UTILITIES.
CONSTRUCTION ON THE JOB SITE.
LISTED ON THE ROADWAY PLAN GENERAL NOTES 2 FULL BUSINESS DAYS IN ADVANCE OF BEGINNING
NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL OF FLORIDA INC. (1-800-432-4770) AND UTILITY OWNERS
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POLE DATA AND LEGEND
POLE DATA
LEGEND
DESCRIPTIONSYMBOLS
Average Initial Intensity
- Conventional Lighting 1.0 H.F.C
LIGHTING DESIGN CRITERIA
CONVENTIONAL
copper bond conductor inside conduit with other conductors.
2" Schedule 40 PVC conduit (open trench). Extend conduit beyond edge of pavement to pull boxes. Run one (1) pull boxes. Run one (1) copper bond conductor inside conduit with other conductors.
2-2" schedule 40 conduit, directional bored under pavement. Extend conduit beyond edge of pavement to
Standard Specifications for Road and Bridge Construction.
Proposed lighting pull box with/without concrete pad per FDOT Index. For specifications see Section 635 of
Proposed load center.
finish.
was used as the basis of design. Mounted on Sternberg 4200 Augusta decorative pole with frangible base, black
277 volt operation. Manufacturer: Sternberg Lighting curve S22084, catalog #D650SRLED-16L40T3-MDL014-BLOC
58 watt LED luminaire. Designed for short Type III distribution. Integral regulator type ballast wired for 120-
* DENOTES USE OF SPREAD FOOTING FOUNDATION OPTION PER FDOT INDEZ 715-002
Uniformity Ratio Avg./Min. 4:1 Or Less
- Midblock Crosswalk 2.0 V.F.C
Vertical Illumination
NO.
POLE
CIRCUIT STATION & OFFSET ARM LENGTH
WATTAGE
LUMINAIRE
HEIGHT
MOUNTING
SETBACK
POLE
PAY ITEM
1* A-1 STA. 514+70, 29' RT POLE TOP MOUNT 58 12' 5.5' 715-516-115
2* A-2 STA. 515+00, 24' LT POLE TOP MOUNT 58 12' 5.7'
3* A-1 STA. 515+45, 29' RT POLE TOP MOUNT 58 12' 5.4'
4* A-2 STA. 515+68, 20' LT POLE TOP MOUNT 58 12' 5.5'
5* A-1 STA. 515+95, 29' RT POLE TOP MOUNT 58 12' 5.5'
6 A-2 STA. 516+23, 20' LT POLE TOP MOUNT 58 12' 5.5'
7* A-1 STA. 516+45, 29' RT POLE TOP MOUNT 58 12' 5.3'
8 A-2 STA. 516+65, 20' LT POLE TOP MOUNT 58 12' 5.5'
9 A-2 STA. 517+05, 46' LT POLE TOP MOUNT 58 12' 3.5'
10 A-1 STA. 517+26, 63' RT POLE TOP MOUNT 58 12' 11.0'
11 A-2 STA. 517+65, 19' LT POLE TOP MOUNT 58 12' 4.8'
12 A-1 STA. 517+65, 28' RT POLE TOP MOUNT 58 12' 8.0'
13 A-2 STA. 518+15, 19' LT POLE TOP MOUNT 58 12' 3.9'
14 A-1 STA. 518+15, 28' RT POLE TOP MOUNT 58 12' 8.1'
15 A-2 STA. 518+65, 19' LT POLE TOP MOUNT 58 12' 3.8'
16 A-1 STA. 518+65, 28' RT POLE TOP MOUNT 58 12' 8.1'
17 A-2 STA. 519+15, 19' LT POLE TOP MOUNT 58 12' 3.8'
18 A-1 STA. 519+15, 28' RT POLE TOP MOUNT 58 12' 8.3'
19 A-2 STA. 519+65, 19' LT POLE TOP MOUNT 58 12' 3.8'
20 A-1 STA. 519+65, 28' RT POLE TOP MOUNT 58 12' 8.8'
21 A-2 STA. 520+15, 18' LT POLE TOP MOUNT 58 12' 4.1'
22 A-1 STA. 520+15, 28' RT POLE TOP MOUNT 58 12' 10.6'
23* A-2 STA. 520+65, 17' LT POLE TOP MOUNT 58 12' 4.0'
24 A-1 STA. 520+65, 28' RT POLE TOP MOUNT 58 12' 12.4.'
25* A-2 STA. 521+15, 17' LT POLE TOP MOUNT 58 12' 4.0'
26* A-1 STA. 521+15, 25' RT POLE TOP MOUNT 58 12' 11.1'
27* A-2 STA. 521+60, 16' LT POLE TOP MOUNT 58 12' 4.0'
28* A-1 STA. 521+60, 22' RT POLE TOP MOUNT 58 12' 10.0'
29* A-2 STA. 522+20, 16' LT POLE TOP MOUNT 58 12' 4.0'
30 A-1 STA. 522+20, 16' RT POLE TOP MOUNT 58 12' 4.0'
31* A-2 STA. 522+70, 16' LT POLE TOP MOUNT 58 12' 4.0'
32 A-1 STA. 522+70, 19' RT POLE TOP MOUNT 58 12' 6.9'
33 A-1 STA. 523+10, 19' RT POLE TOP MOUNT 58 12' 7.0'
34* A-2 STA. 523+70, 18' LT POLE TOP MOUNT 58 12' 6.0'
35 A-1 STA. 523+70, 19' RT POLE TOP MOUNT 58 12' 7.0'
36* A-1 STA. 524+36, 19' RT POLE TOP MOUNT 58 12' 7.4'
37 A-2 STA. 524+41, 19' LT POLE TOP MOUNT 58 12' 5.6'
38 A-2 STA. 524+91, 19' LT POLE TOP MOUNT 58 12' 6.8'
39* A-1 STA. 524+91, 19' RT POLE TOP MOUNT 58 12' 7.4'
40 A-2 STA. 525+41, 19' LT POLE TOP MOUNT 58 12' 6.8'
41 A-1 STA. 525+66, 19' RT POLE TOP MOUNT 58 12' 7.4'
42 A-2 STA. 525+91, 19' LT POLE TOP MOUNT 58 12' 6.8'
43 A-1 STA. 526+21, 17' RT POLE TOP MOUNT 58 12' 7.4'
44 A-2 STA. 526+33, 19' LT POLE TOP MOUNT 58 12' 6.8'
715-516-115
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715-516-115
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715-516-115
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W A T E R
W A T E R
W A T E R
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B A
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F
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513 514 515
EXIST. PROPERTY LINE
EXIST. PROPERTY LINE
EXIST. PROPERTY LINE
COLLINS ST.
¡ CONST. COLLINS ST.
CRA PARCELEXIST. PROPERTY LINE
EXIST. R/W
EXIST. PROPERTY LINE
EXIST. R/W
II LIGHTING PLANS.
FUTURE CONNECTION WITH PHASE
CAP CIRCUIT AT PULLBOX FOR
POLE NO. 1, CKT A-1
STA. 514+70, 29' RT
72' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
POLE NO. 2, CKT A-2
STA. 515+00, 24' LT
P
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LIGHTING PLAN (1)
PHASE 1
STA. 513+50.00
BEGIN PROJECT
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EXIST. PROPERTY LINE
EXIST. R/W
¡ CONST. COLLINS ST.
EXIST. R/W
EXIST. R/W
EXIST. R/W
PROP. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
PROP. R/W
69' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
42' RUN
630-2-12
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
92' RUN
630-2-12
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
45' RUN
630-2-12
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
55' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
53' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
54' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
90' RUN
630-2-12
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
SEE SIGNAL PLANS FOR DETAILS.
MAST ARM MOUNTED LUMINAIRE.
SEE SIGNAL PLANS FOR DETAILS.
MAST ARM MOUNTED LUMINAIRE.POLE NO. 3, CKT A-1
STA. 515+45, 29' RT
POLE NO. 4, CKT A-2
STA. 515+68, 20' LT
POLE NO. 5, CKT A-1
STA. 515+95, 29' RT
POLE NO. 6, CKT A-2
STA. 516+23, 20' LT
POLE NO. 7, CKT A-1
STA. 516+45, 29' RT
POLE NO. 8, CKT A-2
STA. 516+65, 20' LT
POLE NO. 9, CKT A-2
STA. 517+05, 46' LT
POLE NO. 10, CKT A-1
STA. 517+26, 63' RT
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WWWW
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EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. PROPERTY LINE
EXIST. R/W
¡ CONST. COLLINS ST.
DETAIL SHEET)
SERVICE POINT
519+25, 35' RT (SEE
CENTER 'A' AT STATION
INSTALL NEW LOAD
27' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
40' RUN
630-2-12
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
14' RUN
630-2-12
1-2" PVC
1-#6 GND
4-#6 AWG (CKT A-1, CKT A-2)
33' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
20' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
31' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
19' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
POLE NO. 13, CKT A-2
STA. 518+15, 19' LT
POLE NO. 14, CKT A-1
STA. 518+15, 28' RT
POLE NO. 15, CKT A-2
STA. 518+65, 19' LT
POLE NO. 16, CKT A-1
STA. 518+65, 28' RT
POLE NO. 17, CKT A-2
STA. 519+15, 19' LT
POLE NO. 18, CKT A-1
STA. 519+15, 28' RT
POLE NO. 19, CKT A-2
STA. 519+65, 19' LT
POLE NO. 20, CKT A-1
STA. 519+65, 28' RT
POLE NO. 21, CKT A-2
STA. 520+15, 18' LT
POLE NO. 22, CKT A-1
STA. 520+15, 28' RT
POLE NO. 10, CKT A-1
STA. 517+26, 63' RT
POLE NO. 11 CKT A-2
STA. 517+65, 19' LT
POLE NO. 12, CKT A-1
STA. 517+65, 28' RT
639-1121 1 AS
c:\pw\kh1\d0111156\PLANLT07.dgnrobert.myers 3/19/2024 2:34:27 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
Feet
0 5
N
M A
T C
H
L I N
E
L I G
H T I N
G
P
L A
N
(8
M A
T C
H
L I N
E
L I G
H T I N
G
P
L A
N
(6
LIGHTING PLAN (3)
L-7
W A T E R
B A
C K
F
L O
W W
A T E R
W A T E R
E L
E C
S A
N
S D
521 522
WATER
WWWWW
EXIST. PROPERTY LINE
W A
R R
E N
S
T
COLLINS ST.
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. PROPERTY LINE
EXIST. PROPERTY LINE
¡ CONST. COLLINS ST.
EXIST. R/W
EXIST. R/W EXIST. R/W
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
67' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
TO PARKING GARAGE)
(FUTURE ACCESS DRIVE
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
45' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
43' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
45' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
60' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
POLE NO. 23, CKT A-2
STA. 520+65, 17' LT
POLE NO. 24, CKT A-1
STA. 520+65, 28' RT
POLE NO. 29, CKT A-2
STA. 522+20, 16' LT
POLE NO. 31, CKT A-2
STA. 522+70, 16' LT
POLE NO. 32, CKT A-1
STA. 522+70, 19' RT
POLE NO. 26, CKT A-1
STA. 521+15, 25' RT
POLE NO. 28, CKT A-1
STA. 521+60, 22' RT
POLE NO. 27, CKT A-2
STA. 521+60, 16' LT
POLE NO. 25, CKT A-2
STA. 521+15, 16' LT
POLE NO. 30, CKT A-1
STA. 522+05, 16' RT
c:\pw\kh1\d0111156\PLANLT08.dgnrobert.myers 3/19/2024 2:34:32 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
N
Feet
0 5
M A
T C
H
L I N
E
L I G
H T I N
G
P
L A
N
(9
M A
T C
H
L I N
E
L I G
H T I N
G
P
L A
N
(7
LIGHTING PLAN (4)
L-8
T E R
W A T E R
E L
E C
S A
N
W A T E R
W A T E R
W A T E R
523 524 525W W W W W
W
¡ CONST. COLLINS ST.
R E
N F
R O
S
T
COLLINS ST.
RIGHT-OF-WAY
CITY OF PLANT CITY
EXIST. R/W
EXIST. PROPERTY LINE
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
69' RUN
630-2-12
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
40' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
60' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
67' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
55' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
75' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
103' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
POLE NO. 34, CKT A-2
STA. 523+70, 18' LT
POLE NO. 35, CKT A-1
STA. 523+70, 19' RT
POLE NO. 37, CKT A-2
STA. 524+41, 19' LT
POLE NO. 38, CKT A-2
STA. 524+91, 19' LT
POLE NO. 33, CKT A-1
STA. 523+10, 19' RT
POLE NO. 36, CKT A-1
STA. 524+36, 19' RT
POLE NO. 39, CKT A-1
STA. 524+91, 19' RT
c:\pw\kh1\d0111156\PLANLT09.dgnrobert.myers 3/19/2024 2:34:37 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
N
Feet
0 5 M
A T
C H
L I N
E
L I G
H T I N
G
P
L A
N
(8
LIGHTING PLAN (5)
M
T C
H
L I N
E
L I G
H T I N
G
P
L A
N
(1
L-9
T E R
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
E L
E C
W A T E R
S A
N
S A
N
526 527
ELEC
W W
L A
U R
A
S
T
COLLINS ST.
EXIST. PROPERTY LINE
EXIST. R/W
EXIST. R/W
EXIST. R/W
¡ CONST. COLLINS ST.
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
48' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-1)
50' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
45' RUN
630-2-11
2" PVC
1-#6 GND
2-#6 AWG (CKT A-2)
POLE NO. 41, CKT A-1
STA. 525+66, 19' RT
POLE NO. 43, CKT A-1
STA. 526+21, 17' RT
POLE NO. 44, CKT A-2
STA. 526+33, 19' LT
POLE NO. 40, CKT A-2
STA. 525+41, 19' LT
POLE NO. 42, CKT A-2
STA. 525+91, 19' LT
P O
T
S
T A
.1 c:\pw\kh1\d0111156\PLANLT010.dgnrobert.myers 3/19/2024 2:34:42 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
N
Feet
0 5
LIGHTING PLAN (6)
M
T C
H
L I N
E
L I G
H T I N
G
P
L A
N
(9
STA. 526+46.05
END PROJECT
L-10 c:\pw\kh1\d0111156\SRPTLT01.DGNrobert.myers 3/19/2024 2:34:46 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
DETAIL
SERVICE POINT/LOAD CENTER
SERVICE POINT DETAIL
NOTES:
CKT NO SERVING KVA AMPS C. BKR WIRE/CONDUCT
Amp=
VA
V
N.T.S
BUSBAR TO MATCH BREAKER AMPERAGE.
NEMA-1
NUMBERS OF BRANCH CKT. BREAKERS AS REQUIRED
12. ALL WIRES EXTERNAL TO CONTROL CABINET TO BE TERMINATED TO A TERMINAL.
13. WIRES END WITHIN CABINET TO BE IDENTIFIED WITH WIRE MARKERS.
MANY BREAKERS AS CALLED FOR AND ALL OTHER SERVICE EQUIPMENT.
WIRING AND EXPOSING ONLY THE BUTTONS OF THE BREAKERS; IN COMPLIANCE WITH THE N.E.C.
THE DOOR SHALL HAVE A MINIMUM OF THREE HINGES AND BE LATCHABLE. NO SCREWS TO BE USED TO ATTACH DOOR.
11. AFTER OPENING THE PANEL, THE PANEL BOARD SHALL HAVE A DEAD FRONT COVER FOR THE PURPOSE OF COVERING ALL THE
2. THE ENCLOSURE DOOR SHALL BE SECURED BY LOCKABLE LATCH.
1. THE ENCLOSURE SHALL BE NEMA 4X (STAINLESS STEEL), POLE MOUNTED, RIGIDLY ATTACHED TO THE POLE FACE.
STREET LIGHTINGA-1 #6201.27
3,190
5.3
= 13.3 AMPS
OF APPROPRIATE KAIC RATING
CONTRACTOR SHALL PROVIDE BREAKERS
CONTINUOUS LOAD = 2,544 VA
9. ALL GROUND RODS SHALL BE INTERCONNECTED (USING #6 GROUND WIRE).
10. PROVIDE SUPPLEMENTARY GROUND ELECTRODE SPACE AT LEAST 6FT (AS PER N.E.C. REQUIREMENT)
A-2 STREET LIGHTING 1.27 5.3 20 #63. A MAIN BREAKER IS REQUIRED IN ALL SERVICE PANELS WITH 2 OR MORE BRANCH BREAKERS.
PANEL BOARD SCHEDULE "A"
WIRING DIAGRAM SERVICE LOAD CENTER
NTS
COPPER NEUTRAL BUS
ENCLOSURE GROUND LUG
480V & 100 AMPS
CONTACTOR RATED FOR
COPPER GROUND BUS
MAXIMUM SIZE 42" X 42" X 10"
NEMA 4X (STAINLESS STEEL ENCLOSURE)
2A
SA
N
H
N
H
O
A
C
C
C
2A
PHOTOCELL
METER CAN
ALUMINUM
MIN.
6'-0"
SERVICE LOAD CENTER
WIRING DIAGRAM
H
M.C.B.
100 AMP
LABEL MUST BE FACTORY INSTALL
RATED FOR SERVICE ENTRANCE
PANEL BOARD IN NEMA 1 ENCLOSURE
1 PHASE 3W
240/120 V
SERVICE
CKT A-1 CKT A-2
C.B.
20 AMP
C.B.
20 AMP
C.B.
20 AMP
C.B.
20 AMP
G
TO ALL LUMINAIRES
EQUIP. GROUND COND.
DEVICE (SPD)
SURGE PROTECTIVE
NTS
LIGHTING CONTROL CENTER
PHOTOCELL
PANELBOARD
MAIN CIRCUIT BREAKER
SUBPLATE LAYOUTFRONT VIEW
CONTACTOR IN NEMA 1 ENCLOSURE
TERMINAL BLOCK
DISTRIBUTION PANEL BOARD
DEVICE
SURGE PROTECTIVE
HAND OFF AUTO SELECTOR SWITCH
CONTROL POWER TRANSFORMER
DEAD FRONT COVER
4. ALL SERVICE EQUIPMENT SHALL BE U.L. APPROVED.
5. BUS BAR TO BE COPPER COATED AND HAVE A MINIMUM RATING OF 100 AMPS WHEN MAIN BREAKER EXCEEDS 100 AMPS.
6. LOCATE CONTACTOR, TRANSFORMER, AND H.O.A. SWITCH INSIDE ENCLOSURE. THE ENCLOSURE TO BE SIZED TO ACCOMODATE AS
7. THE ENCLOSURE TO BE RIGIDLY ATTACHED TO THE POLE FACE.
8. CONTRACTOR SHALL COORDINATE WITH TECO ENGINEERS FOR THE INSTALLATION OF THE TECO RISER.
#620
20 #6
SPARE
SPARE
25% CONT. LOAD = 646 VA
GROUND LUG
TO METER BASE
BOND BUSHING
TO LIGHTING PANEL
NEUTRAL
ISOLATED
TO METER BASE
BOND BUSHING
GROUND WIRE
POINT
FROM SERVICE
AT TOP OF POLE THE GROUNDING PIG TAIL MUST BE DETACHED
EXIST. BARE WIRE #6 INHERENT TO THE POLE
CONDUIT CLAMP (TYP.)
EXOTHERMICAL THERMOWELD CONNECTION
3" WARNING TAPE
6'-0"
8'-0"
3#2 IN 2" RIGID GALVANIZED STEEL CONDUIT
SHALL BE TERMINAL SLEEVE SPLICE
PHOTOCELL SPLICE AND PHOTOCELL WIRE
SEE PANEL SCHEDULE).
(FOR NUMBER AND SIZE OF BREAKER
SERVICE LOAD CENTER IN NEMA 4X ENCLOSURE
BUSHING WITH SOLDERLESS LUGS
TERMINATE CONDUIT WITH INSULATED GROUNDING
(FOR NUMBER OF BRANCH CKT'S REFER TO PLANS)
BRANCH CKT'S IN 2" RIGID GALVANIZED STEEL CONDUIT
BE CONNECTED TO THE GROUND ROD
AT BOTTOM THE GRD. (PIG TAIL) TO
AT PULL BOX
TERMINATE RIGID STEEL CONDUIT
STONE FOR DRAINAGE
1'-0" BED OF PEAROCK OR CRUSHED
IN 2" PVC CONDUIT TO LIGHT POLE
BRANCH CKT'S AND 1#6 GRD.
5/8" DIA. X 40'-0" GRD. ROD
PVC CONDUIT
1#6 GRD. IN 2"
TYPE P-II 18'-0" LONG
PRESTRESSED CONCRETE POLE
MAX. 5'-6" ABOVE GRADE
SO WHEN READING IT YOU ARE FACING ONCOMING TRAFFIC
METER TO BE ORIENTED ON SIDE OF CONCRETE POLE
METER CAN BY CONTRACTOR, METER BY UTILITY
6'-0" TO PVC AFTER 90° RIGID STEEL ELBOW
TRANSITION FITTING FROM RIGID STEEL
40'-0" GRD. ROD
5/8" DIA. X
DEVICE
SURGE PROTECTIVE
METER SOCKET DETAIL
NTS
IN 3/4" RIGID GALVANIZED STEEL CONDUIT.
#6 AWG INSULATED COPPER GROUND WIRE
APRON
CONCRETE
12"
3#2 IN 2" PVC CONDUIT
TO ELECTRICAL SERVICE
"STREET LIGHTING"
PULL BOX W/ COVER MARKED
SPARE SPARE
100A, 3W, 120/240V, MLO
TOTAL = 3,190 VA
L-11 c:\pw\kh1\d0111156\CNPLLT01.dgnrobert.myers 3/19/2024 2:34:50 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
DECORATIVE LIGHT
POLE DETAIL
L-12
| 2025-02-11T15:39:20-0500 | |
| Nicholas J Provenzo |
File details come from the government source that posted it. Updated .