lighting plans - lee county southwest florida file... · lighting plans kpollard 9/27/2018 3:50:42...
TRANSCRIPT
LIGHTING PLANS
3:50:42 PM S:\CF_TOPS\06xxxx - AIM-LeeCo Littleton-Kismet\Project Working\Plans\lighting\KEYSLT01.DGNkpollard 9/27/2018
NO.
SHEET
L-1
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
SHEET DESCRIPTIONSHEET NO.
ENGINEER OF RECORD:
LIGHTING PLANS
INDEX OF LIGHTING PLANS
GOVERNING DESIGN STANDARDS:
GOVERNING STANDARD SPECIFICATIONS:
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs)
Florida Department of Transportation, FY2018-19 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, July 2018 Standard Specifications
CONTRACT PLANS
DEPARTMENT OF TRANSPORTATION
PUBLIC WORKS ADMINISTRATION
COUNTY COMMISSIONERS
LEE COUNTY BOARD OF
PLANS OF PROPOSED
LITTLETON / KISMET REALIGNMENT
COUNTY PROJECT NO. CN160459DLK
VINCENT J. MILLER, P.E.
LEE COUNTY PROJECT MANAGER:
LOCATION OF PROJECT
https://goo.gl/maps/tz7mkKWKJV42
IN PROGRESS
60% PLANS
CERTIFICATE OF AUTHORIZATION No.: 5564
VENDOR No.: 25-1613591
CONTRACT No.: C-9E24
TAMPA, FL 33634-6323
9119 CORPORATE LAKE DRIVE, SUITE 150
GANNETT FLEMING
P.E. No.: 63835
PHUC H. DUONG, P.E.
KEY SHEET
TABULATION OF QUANTITIES
GENERAL NOTES
POLE DATA AND LEGEND
LIGHTING PLAN
L-1
L-2
L-3
L-4
L-5 - L-7
L-8
L-9 POLE DETAIL
SERVICE POINT/LOAD CENTER DETAIL
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
9/27/2018kpollard S:\CF_TOPS\06xxxx - AIM-LeeCo Littleton-Kismet\Project Working\Plans\lighting\TABQLT01.DGN3:50:46 PM
CN160459DLK LEE NA
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CERTIFICATE OF AUTHORIZATION No. 5564
TAMPA, FLORIDA 33634
9119 CORPORATE LAKE DR., SUITE 150
GANNETT FLEMING
P.E. NO.: 63835
PHUC H. DUONG, P.E.
TABULATION OF QUANTITIES
NO.
ITEM
PAY
DESCRIPTION UNIT
SHEET NUMBERS
SHEET
THIS
TOTAL
TOTAL
GRAND
L-5 L-6 L-7
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF
630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF
635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA
715-1-12 LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 LF
715-1-13 LIGHTING CONDUCTORS, F&I, INSULATED, NO 4 - 2 LF
715-4-12 LIGHT POLE COMPLETE, FURNISH & INSTALL STANDARD POLE STANDARD FOUNDATION, 35' MOUNTING HEIGHT EA
715-5-31 LUMINAIRE & BRACKET ARM- ALUMINUM, FURNISH & INSTALL NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE EA
715-7-11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA
715-500-1 POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL EA
TABULATION OF QUANTITIES
L-2
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CN160459DLK LEE NA
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CERTIFICATE OF AUTHORIZATION No. 5564
TAMPA, FLORIDA 33634
9119 CORPORATE LAKE DR., SUITE 150
GANNETT FLEMING
P.E. NO.: 63835
PHUC H. DUONG, P.E.
GENERAL NOTES
AND ASK FOR THE SIGNAL INSPECTION DEPARTMENT.
CONTRACTOR IS HEREBY DIRECTED TO CALL LEE COUNTY SIGNALS AT 239-533-9500
PLAN SET GENERAL NOTES. SHOULD THE INFORMATION BE MISSING, THE
7) TWENTY-FOUR (24) HOUR NOTICE IS REQUIRED TO THE INSPECTOR SHOWN IN THE
5650 ENTERPRISE PARKWAY, FORT MYERS, FL 33905.
WITHHOLD PAYMENT REQUESTS UNTIL LEE COUNTY PROPERTY IS DELIVERED TO
IS IN COMPLIANCE WITH THIS REQUIREMENT. LEE COUNTY SIGNALS WILL
PARAGRAPH WILL RESULT IN NO INSPECTION AT COMPLETION UNTIL CONTRACTOR
REGULAR BUSINESS DAY AND HOURS. FAILURE TO PERFORM AS OUTLINED IN THIS
THE DELIVERY OF THE EQUIPMENT SO THAT DELIVERY TAKES PLACE DURING A
NOTIFY LEE COUNTY OF THE DISCONNECTION 24 HOURS IN ADVANCE TO SCHEDULE
NO LATER THAN 72 HOURS AFTER DISCONNECTION. THE CONTRACTOR SHALL
IN A TIMELY MANNER. TIMELY MANNER FOR EXISTING EQUIPMENT IS DEFINED AS
MAINTENANCE TRANSFER AT 5650 ENTERPRISE PARKWAY, FORT MYERS, FL 33905
GOOD OPERATING CONDITION AND IN THE SAME CONDITION AS ON THE DAY OF THE
6) EXISTING EQUIPMENT: SHALL BE RETURNED TO LEE COUNTY DOT/TRAFFIC IN
REPAIRS ARE MADE BY LEE COUNTY OR A THIRD PARTY.
CONTRACTOR WILL BE RESPONSIBLE FOR ALL REPAIR COSTS INCURRED, WHETHER
QUALIFIED FIBER OPTIC SPLICING COMPANY WILL BE USED TO MAKE REPAIRS.
SHOULD DAMAGE OCCUR TO FIBER OPTIC LINES, LEE COUNTY WILL DECIDE WHICH
LEE COUNTY FIBER OPTIC LINES, SINCE MANY ENTITIES USE THESE FACILITIES.
ALLOWED. CAUTION SHALL BE EXERCISED DURING EXCAVATION NEAR EXISTING
OF NEW CABLE. SPLICING OF COMMUNICATION LINES WILL NOT BE
LINES SHALL NECESSITATE THE REMOVAL OF ALL DAMAGED LINES AND THE REPULLING
FACILITIES ARE LIKE NEW OR BETTER. ANY DAMAGE TO EXISTING COMMUNICATION
BE REPAIRED BY THE CONTRACTOR. REPAIRS SHALL BE MADE TO ENSURE
5) DAMAGE TO EXISTING FACILITIES: ANY DAMAGE TO LEE COUNTY FACILITIES SHALL
“OUT OF TOWN” CONTRACTOR DOES NOT RELIEVE THIS RESPONSIBILITY.NOTICE TO BE FILED WITH LEE COUNTY CONTRACTS AS WELL AS FDOT. BEING AN
PAYMENT REQUEST AND WILL TRIGGER A “VENDOR/CONTRACTOR COMPLAINT”CONTRACTOR WILL BE BILLED THE ENTIRE COST AS A “DEDUCT” ON THE NEXTDUE TO CONTRACTOR REFUSAL OR INABILITY TO MAKE REPAIRS, THE
CONTRACTOR. SHOULD LEE COUNTY FORCES BE CALLED OUT TO MAKE REPAIRS
DUE TO CONTRACTOR FAILURE TO LOCATE SHALL BE REPAIRED BY THE
SUNSHINE LOCATE REQUESTS WITHIN THE WORK ZONE. ANY DAMAGE INCURRED
LEE COUNTY SIGNALS WILL ADVISE THE CONTRACTOR VIA E-MAIL OR FAX OF
(24) HOURS AFTER NOTIFICATION OR AS REQUIRED BY FLORIDA STATUTE.
LOCATES IS DEFINED AS LOCATE SHALL BE PERFORMED NO LATER THAN TWENTYFOUR
SHALL BE PERFORMED IN A TIMELY MANNER. TIMELY MANNER IN RESPONSE TO
WITHIN THE PROJECT LIMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND
AND ABOVE GROUND FACILITIES. AFTER THE COURTESY LOCATE, ALL LOCATES
CONTRACTOR SHALL DOCUMENT THE LOCATION OF THE EXISTING UNDERGROUND
SIGNALS AT THE START OF THE PROJECT AT THE CONTRACTOR’S REQUEST. THE4) LOCATES: ONE (1) COURTESY LOCATE SHALL BE PERFORMED BY LEE COUNTY
TOWN” CONTRACTOR DOES NOT RELIEVE THIS RESPONSIBILITY.ENTIRE COST AS A “DEDUCT” ON THE NEXT PAYMENT REQUEST. BEING AN “OUT OFFORCES ARE CALLED OUT TO RESPOND, THE CONTRACTOR WILL BE BILLED THE
THAN TWO (2) HOURS AFTER NOTIFICATION. IN THE EVENT THAT LEE COUNTY
MAINTENANCE RESPONSIBILITIES IS DEFINED AS RESPONSE TO SITE NO LATER
TO LEE COUNTY CONTRACTS AS WELL AS FDOT. TIMELY MANNER IN RESPONSE TO
A TIMELY MANNER WILL TRIGGER A “VENDOR/CONTRACTOR COMPLAINT” NOTICETIME OF TRANSFER. FAILURE TO RESPOND TO MAINTENANCE RESPONSIBILITIES IN
HOUR CONTACT PERSON(S), TELEPHONE NUMBERS AND E-MAIL ADDRESSES AT THE
3) CONTRACTOR MAINTENANCE RESPONSIBILITIES: CONTRACTOR SHALL PROVIDE 24-
RESPONSIBILITY OF THE CONTRACTOR.
AND ALL DEFICIENCIES FOUND FROM THAT DAY AND TIME SHALL BE THE
ANY DEFICIENCIES HAVE BEEN CORRECTED ON THE DAY OF THE TRANSFER, ANY
TRANSFER SHALL BE REPAIRED BY LEE COUNTY TRAFFIC AT THAT TIME. AFTER
2) ANY DEFICIENCIES THAT MAY BE FOUND ON THE DAY OF THE MAINTENANCE
CONDITION OF THE STREET LIGHTING SYSTEM.
ONSITE TO ACCEPT THE MAINTENANCE TRANSFER AND TO WITNESS THE EXISTING
BEGINS. THE CONTRACTOR IS REQUIRED TO HAVE AN AUTHORIZED REPRESENTATIVE
QUALIFIED ELECTRICAL CONTRACTOR NO LATER THAN THE DAY BEFORE THE PROJECT
THE MAINTENANCE WILL TRANSFER FROM LEE COUNTY DOT/TRAFFIC TO AN FDOT
1) BEFORE ANY PROJECT WORK BEGINS THERE SHALL BE A MAINTENANCE TRANSFER.
GENERAL NOTES
L-3
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CN160459DLK LEE NA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
COUNTY PROJECT NO
CERTIFICATE OF AUTHORIZATION No. 5564
TAMPA, FLORIDA 33634
9119 CORPORATE LAKE DR., SUITE 150
GANNETT FLEMING
P.E. NO.: 63835
PHUC H. DUONG, P.E.
AND LEGEND
POLE DATA
Distribution point. For requirements see Index No. 17504 of Design Standards.
DESCRIPTIONSYMBOLS
LEGEND
LIGHTING DESIGN CRITERIA
CONVENTIONAL
for ___ volt operation. Pole mounting height __ ft. Use curve ____ or equal.
Single arm conventional LED luminaire. Designed for Type distribution. Luminaire wired
inside conduit with other conductors.
size as shown on plan sheets). Run one (1) 6 AWG copper bond conductor (TW green insulation)
Schedule 40 PVC conduit with THW or THWN conductors inside (conduit and conductor
size as shown on plan sheets).
Galvanized metal conduit with THW or THWN conductors inside (conduit and conductor
Bridge Construction.
Pull box. For specifications see Section 635 of Standard Specifications For Road And
NO.POLE
CIRCUIT STATIONOR ARM
DIST.WATTAGE
LUMINAIREHEIGHT
MOUNTINGPOLE SETBACK PAY ITEM OPTION
1 149 30'9+81.58 NEW
10+40.70
10+66.17
NEW1 22+01.53
22+77.69
4-EXT
A-1
A-1
A-1
UNK
A-2
A-2
RETRO
for ___ volt operation. Pole mounting height __ ft. Use curve ____ or equal.
Single arm conventional LED luminaire. Designed for Type distribution. Luminaire wired
L-4
4:1 Or LessUniformity Ratio Avg./Min.
Max./Min. 10:1 Or Less
170 MPHWind Speed
Average Initial Horizontal Intensity
Average Initial Vertical Intensity
3.0 Foot Candles
2.3 Foot Candles
POLE DATA
2
3
NEW
NEW
NEW
715-4-12
715-5-31
715-4-12
715-4-12
715-4-12
715-4-12
30'
30'
TBD
30'
30'2
3
4
5
6
7
8
9
149
149
149
177
177
A-2 24+20.41 177 30' 715-4-12 NEW
A-2 25+09.56 177 30' 715-4-12 NEW
A-2 24+74.87 177 30' 715-4-12 NEW
A-2 23+19.34 177 30' 715-4-12 NEW
A-2 23+93.48 177 30' 715-4-12 NEW
A-2 23+00.34 177 30' 715-4-12 NEW
A-2 22+17.28 177 30' 715-4-12 NEW
NANA
4' FROM EOP
17' FROM EOP
10' FROM EOP
16' FROM EOP
18' FROM EOP
24' FROM EOP
24' FROM EOP
18' FROM EOP
18' FROM EOP
10' FROM EOP
20' FROM EOP
19' FROM EOP
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
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CN160459DLK LEE NA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
COUNTY PROJECT NO
CERTIFICATE OF AUTHORIZATION No. 5564
TAMPA, FLORIDA 33634
9119 CORPORATE LAKE DR., SUITE 150
GANNETT FLEMING
P.E. NO.: 63835
PHUC H. DUONG, P.E.
WATER
WATER
WATER
SAN
SAN
SAN
POT STA. 100+00.00100
101
102
103
104
PC STA. 11+55.30
POT STA. 200+00.00
200 201 202 203
R/W LINE
R/W LINE
R/W LINE
R/W LINE
KISMET PKWY E
OLD LITTLETON RD
LITTLETON RD
NE 24T
H
AV
E
NE 24T
H
AV
E
R/W LINE
R/W LINE
R/W LINE
R/W LINE
CKT A-1-1STA. 9+81.58
CKT A-1-2STA. 10+40.70
CKT A-1-4STA. 10+66.17
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
CONCRETE LIGHT POLERETROFIT EXISTING
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
MA
TC
H LIN
E
A,
SE
E S
HE
ET ?
L-5
LIGHTING PLAN
50
Feet
0 10
N
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CN160459DLK LEE NA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
COUNTY PROJECT NO
CERTIFICATE OF AUTHORIZATION No. 5564
TAMPA, FLORIDA 33634
9119 CORPORATE LAKE DR., SUITE 150
GANNETT FLEMING
P.E. NO.: 63835
PHUC H. DUONG, P.E.
PI STA. 13+65.00
PI STA. 18+84.91
204 205 206 207 208 209 210
OLD LITTLETON RD
LITTLETON RD
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
LOAD CENTERSTA. 205+22.78
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
POINT
SERIVCE
EXISTING
50
Feet
0 10
N
MA
TC
H LIN
E B,
SE
E S
HE
ET ?
MA
TC
H LIN
E
A,
SE
E S
HE
ET ?
LIGHTING PLAN
L-6
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CN160459DLK LEE NA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
COUNTY PROJECT NO
CERTIFICATE OF AUTHORIZATION No. 5564
TAMPA, FLORIDA 33634
9119 CORPORATE LAKE DR., SUITE 150
GANNETT FLEMING
P.E. NO.: 63835
PHUC H. DUONG, P.E.
PI STA. 23+52.03
PT S
TA.
27
+31.5
0
PI S
TA.
26
+18.9
9
PRC STA. 21+91.94
PRC STA. 24+99.77
303
PT
STA. 3
03+91.17
PI STA.
302+
36.67
304
POT STA. 304+80.00
211 212 PO
T S
TA.
212
+79.4
6
OLD LITTLETON RD
LITTLETON RD
CO
RB
ET
T
RD
LITTLETON RD
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
CKT A-2-1STA. 22+01.53
CKT A-2-9STA. 22+17.28
CKT A-2-2STA. 22+77.69
CKT A-2-8STA. 23+00.34
CKT A-2-6STA. 23+19.34
CKT A-2-3STA. 24+20.41
CKT A-2-5STA. 24+74.87
CKT A-2-4STA. 25+09.56
IN 2" CONDUIT
2 #4 & 1 #6 GRDIN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
CKT A-2-7STA. 23+93.48
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
IN 2" CONDUIT
2 #4 & 1 #6 GRD
MA
TC
H LIN
E B,
SE
E S
HE
ET ?
50
Feet
0 10
N
LIGHTING PLAN
L-7
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CN160459DLK LEE NA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
COUNTY PROJECT NO
CERTIFICATE OF AUTHORIZATION No. 5564
TAMPA, FLORIDA 33634
9119 CORPORATE LAKE DR., SUITE 150
GANNETT FLEMING
P.E. NO.: 63835
PHUC H. DUONG, P.E.
#6 AWG INSULATED COPPER GROUND WIRE
(FOR NUMBER OF BRANCH CKT'S REFER TO PLAN)
STONE FOR DRAINAGE.
8'-0"
F.P.L. TRANSFORMER
F.P.L. POLE
SERVICE POINT DETAIL
6'-0"
EXOTHERMICAL THERMOWELD CONNECTION
2#2
IN 3 4" RIGID GALVANIZED STEEL CONDUIT./
F.P.L.
IN 2" PVC CONDUIT.
CABLE & PVC U-GUARD
AND BOOT BY F.P.L.
PULL BOX (27-1/2" X 18" X 12")
COVER MARKED "ELECTRIC"
CONCRETE
DPX CONNECTION
BY F.P.L.
N H
CIR
CUIT #1
CIR
CUIT #2
SERVICE
480V TO GROUND
PULL BOX (MARKED STREET LIGHTING)
N.T.S
WIRING DIAGRAM
LIGHTNING PROTECTOR
PULL BOX (27-1/2" X 18" X 12") COVER
MARKED "STREET LIGHTING"
BRANCH CKT'S IN 2" RIGID GALVANIZED STEEL COND.
BRANCH CKT'S AND 1#6 GRD.
IN 2" PVC CONDUIT TO LIGHT POLE
/ 5 8" DIA. X 20' GRD. ROD
CONDUIT CLAMP (TYP.)
LIGHTNING PROTECTOR
6" MIN. COND. STUPUP
DISTRIBUTION LINE
CONCRETE POLE PRESTRESS
TRANSITION FITTING FROM RIGID STEEL
TO PVC AFTER 90 RIGID STEEL ELBOW
CONCRETE
TERMINATE RIGID STEEL CONDUIT
AT PULL BOX
2#2 IN 2" RIGID GALVANIZED STEEL COND.
NOTES:
4. ALL SERVICE EQUIPMENT SHALL BE U.L. APPROVED.
1. THE ENCLOSURE SHALL BE NEMA 4X (STAINLESS STEEL), POLE MOUNTED, RIGIDLY ATTACHED TO THE POLE FACE.
100 AMPS,480V 3 POLE AND S/N
HEAVY DUTY SAFETY SWITCH
SERVICE LOAD CENTER
SERVICE ENTRANCE PANEL
5 8" DIA. X 20' GRD. ROD/
3. A 600V LIGHTNING PROTECTOR SHALL BE WIRED INSIDE THE ENCLOSURE. NO SPLICING IN ENCLOSURE.
5. CONTRACTOR SHALL COORDINATE WITH F.P.L. ENGINEERS FOR THE INSTALLATION OF THE F.P.L. RISER
6. ALL GROUND ROD SHALL BE INTERCONNECTED (USING #6 GROUND WIRE).
7. PROVIDE SUPPLEMENTARY GROUND ELECTRODE SPACE AT LEAST 6FT.
THIS LAYOUT HAVE BEEN APPROVED BY THE MAINTENANCE AGENCY (MIAMI-DADE COUNTY).
NOTE TO DESIGNER: TO BE USED FOR 2 CIRCUITS ONLY.*
COPPER GROUND BUS
(SEE NOTE 8 TYP.)
N.T.S
30" MIN.
TYPE P-II, 16'-0" LONG (SEE NOTE 9)
COPPER NEUTRAL BUS
EXIST. BARE WIRE #6 INHERENT TO THE POLE
BE CONNECTED TO THE GROUND ROD
AT BOTTOM THE GRD. (PIG TAIL) TO
AT TOP OF POLE THE GROUNDING PIG TAIL MUST BE DETACHED
6'-0"
RATED FOR SERVICE ENTRANCE
WITH CONTACTOR AND PHOTOCELL NIGHT
MASTER AS MANUFACTURED BY SQUARE D.
H O A KEY
OPERATED SWITCH
TERMINATE CONDUIT WITH INSULATED GROUNDING
BUSHING WITH SOLDERLESS LUGS
IN NEMA 4X ENCLOSURE W/40 AMP FUSE
PHOTOCELL RATED FOR 480V
LIGHTING CONTACTOR
AND INSTALLED BY THE MANUFACTURER
PHOTOCELL SHALL BE PROVIDED, WIRED
100 AMP, 480V 3 POLE S/N
COMBINATION LIGHTING CONTACTOR AND DISCONNECT
SWITCH RATED FOR SERVICE ENTRANCE IN NEMA
480V, 1 PHASE 2W
4 POLES RATED
FOR 480V AND 100 AMPS
1#6 GRD. IN 3/4" PVC CONDUIT
MANUFACTURED BY
4X ENCLOSURE, LABEL MUST BE FACTORY INSTALL
PHOTOCELL RATED FOR 480V
OR SIEMENS INDUSTRY INC. OR APPROVED EQUAL
SQUARE-D (SHORT VERSION)
SP
AR
E
1'' BED OF CRUSHED
OR SIEMENS INDUSTRY INC. OR APPROVED
EQUAL.
40 AMPS FUSE (TYPE RK5)
THIS LAYOUT HAVE BEEN APPROVED BY THE MAINTENANCE AGENCY (MIAMI-DADE COUNTY AND F.D.O.T. DISTRICT SIX)
11. LIGHTNING PROTECTOR TO BE WIRED ON LOAD SIDE OF DISCONNECT SWITCH.
2. THE ENCLOSURE DOOR SHALL BE SECURED BY LOCKABLE LATCH.
3" WARNING TAPE
12"
8. ALL CONDUCTOR SHALL BE TYPE THWN-2. (OTHER TYPE OF CONDUCTOR IS NOT ALLOWED. EXCEPT
GROUND WIRE WHICH SHALL BE TYPE THWN.)
WHICH INCLUDES A CONNECTION FEE OF $148.00. (THIS FEE SHALL BE INCLUDED IN BID ITEM 715-7-11)
WHICH INCLUDES A CONNECTION FEE OF 148.00 DOLLARS. (THIS FEE SHALL BE INCLUDED IN BID ITEM 715-7-11)
L-8 LOAD CENTER DETAIL
SERVICE POINT/
9. CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS OF THE POLE, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER.
10. CONTRACTOR SHALL COORDINATE WITH F.P.L. ENGINEERS FOR THE INSTALLATION OF THE F.P.L. RISER
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CN160459DLK LEE NA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
COUNTY PROJECT NO
CERTIFICATE OF AUTHORIZATION No. 5564
TAMPA, FLORIDA 33634
9119 CORPORATE LAKE DR., SUITE 150
GANNETT FLEMING
P.E. NO.: 63835
PHUC H. DUONG, P.E.
LUMINAIRE DETAIL
L-9
CLAMPS
EXTRUDED ARM
ALUMINUM POLE
TAPERED
BE NO MORE THAN 5 FEET)
TRUSS ARM (RISE ARM SHALL
BASE
TRANSFORMER
OR OPPOSITE DOOR WALL
INTERNAL GROUND LUG
IN 2" COND.
POWER CABLE
AND WASHERS
BOLTS WITH NUTS
GALV. STEEL ANCHOR
IN 1/2" CONDUIT
1-#6 GRD. WIRE
P.V.C. COUPLER
MOLDED PLUG AND CONNECTOR (RED)
THERMOWELD (EXOTHERMIC CONNECTION)
27 1/2" x 18" x 12" PULL BOX
5/8" DIA. 10" LONG GRD. ROD
SURGE ARRESTOR
WITH 10 AMP. FNQ TYPE FUSE
DISTRIBUTION BLOCK (RED)
CONCRETE SIDEWALK
CONNECTOR (ORANGE)
MOLDED PLUG AND
POWER CABLE
14/3 CONDUCTOR
CABLE SOWA
LUMINAIRE
GROUND LUG
INTERNAL
CABLE STRAIN RELIEF
GROUND WIRE
STONE FOR DRAINAGE
12" BED OF PEAROCK OR CRUSHED
DANGER
HIGH VOLTAGEDO NOT TAMPER
DANGER
HIGH VOLTAGEDO NOT TAMPER
MIN.
6"
POLE DETAIL
SEE INDEX 17500
FOR ADDITIONAL DETAILS
N.T.S.
8' BRACKET ARM
30'
OR 35'