GENERAL NOTES
1.
SPARE CONDUIT AT MAINLINE AND ARTERIAL ROAD PAVEMENT CROSSINGS SHALL BE CAPPED
PAY ITEM NOTES
20. ALL CONDUIT TRENCHES SHALL BE BACKFILLED COMPLETELY TO PROVIDE SAFE CROSSING BY THE
AT BOTH ENDS.
(TO BE PLACED ON THE FIRST TABULATION OF QUANTITIES SHEET)
END OF EACH WORKING DAY OR WHENEVER THE WORK ZONE BECOMES INACTIVE. DO NOT OPEN
ANY AREA THAT CAN NOT BE BACKFILLED IN THE SAME DAY/NIGHT OPERATION.
2. PRIOR TO ANY EQUIPMENT ORDER, SUBMIT FOR APPROVAL EQUIPMENT SPECIFICATION OR DESIGN
DATA FOR ALL MATERIAL PROPOSED FOR THE PROJECT. THESE MUST SPECIFICALLY INCLUDE:
1.
21.
A) LUMINAIRE PHOTOMETRICS
ITEM 715-1-AB: INCLUDES CONDUCTORS AS INDICATED IN THE PLANS AND DESIGN STANDARDS.
DESIGN QUANTITY SHALL BE BASED ON LINEAR FEET OF SINGLE CONDUCTOR.
ALL EXCESS DIRT AND DEBRIS EXCAVATED FROM POLE FOUNDATIONS SHALL BE REMOVED DAILY TO
AREAS APPROVED BY THE ENGINEER AND PAID FOR INCIDENTAL TO LIGHT POLE INSTALLATION.
B) POLE STRENGTH CALCULATIONS
2. ITEMS 630-2-AB: INCLUDES CONDUITS, ELBOWS, SWEEPS, CONNECTING HARDWARE, TRENCHING
C) POLE FRANGIBILITY TEST
AND BACKFILL AS PER THE PLANS AND DESIGN STANDARS. THE LINEAR FOOT PRICE FOR
22. MAINTAIN ACCESS TO ALL SIDE STREETS, PRIVATE AND COMMERCIAL DRIVEWAYS AT ALL TIMES
D) BOLT SPECIFICATIONS AND BOLT CIRCLE DIAMETER
CONDUIT SHALL ALSO INCLUDE THE COST OF RESTORING SIDEWALKS AND PAVEMENT TO THEIR
DURING THE CONSTRUCTION OPERATION.
E) POLE SHOP DRAWINGS
ORIGINAL CONDITION. SOD SHALL BE REPLACED IN LIKE KIND OF THE ADJACENT SURROUNDING.
F) LOAD CENTER ELECTRICAL EQUIPMENT (INCLUDING SERVICE DISCONNECTS)
23. THE LIGHTING SYSTEM WILL BE MAINTAINED BY________UPON FINAL ACCEPTANCE.
3. ITEM 715-7-AB: INCLUDES NEMA 3R SERVICE DISCONNECT ON LOAD SIDE OF METER, BASE MOUNTED
3. UTILITY OWNERS:
ENCLOSURES, 480-120V CONTROL POWER TRANSFORMER, FUSES, SURGE PROTECTIVE DEVICE ON
24. UPON FINAL ACCEPTANCE OF THE PROJECT, THE ENGINEER SHALL FORWARD A COMPLETE SET OF
NOTE TO DESIGNERS
AS-BUILT PLANS WITH ALL CHANGES MARKED IN RED TO THE ATTENTION OF:__________
OUTSIDE OF ENCLOSURE, CONDUIT, FEEDER CONDUCTORS FROM THE POWER COMPANY POINT OF
MAINTENANCE ENGINEER:______________(ADDRESS).
SERVICE TO THE LOAD CENTER, PULL BOX, AND ALL MISCELLANEOUS HARDWARE FOR A COMPLETE
INSTALLATION AS PER PLANS AND STANDARD INDEX 17504. INCLUDES THE COST OF FURNISHING
LIST ALL UTILITY OWNERS AFFECTED BY THIS PROJECT PER EXAMPLE BELOW:
AND INSTALLING TYPE N-11 CONCRETE POLE AND ALL FEES FOR INSPECTION OF CONNECTION
25. ANY EXISTING SIGNALIZATION LOOPS SYSTEM DAMAGED DURING THE CONDUIT INSTALLATION SHALL BE
OF THE ELECTRICAL SERVICE.
REPAIRED. THE COST SHALL BE INCIDENTAL TO ITEM NO. 715-2-AB.
MRS. JEANNIE A. TALHOUK. FLORIDA POWER CORP: 4121 ST. LAWRENCE DRIVE.
NEW PORT RICHEY, FL 34653 (813) 372-5102.
4. ITEM 715-4-ABC: INCLUDES THE POLE, BRACKET ARM, LUMINAIRE WITH LAMP, ANCHOR
26. WHEN THE SOIL IS EXPOSED, PREPARE TEMPORARY STABILIZATION AS SOON AS PRACTICABLE.
BOLTS WITH LOCK NUTS AND WASHERS, FRANGIBLE TRANSFORMER TYPE BASE. (EXCEPT FOR POLES
BUT IN NO CASE SHALL THE TIME BE GREATER THAN SEVEN (7) CALENDAR DAYS.
4. THE LOCATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE APPROXIMATE AND
BASED ON THE INFORMATION FURNISHED TO THE ENGINEER BY THE UTILITY OWNER(S) AND ARE
MOUNTED ON BRIDGE STRUCTURES. RETAINING WALLS OR BARRIER WALLS. WHICH SHALL HAVE
NON-FRANGIBLE BASES), STANDARD FOUNDATION, OR SPECIAL FOUNDATION FOR INDICATED POLES,
27. EXISTING LIGHTING EQUIPMENT POWER SOURCES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
SHOWN AS NOTICE TO THE CONTRACTOR THAT UNDERGROUND UTILITIES EXIST. BEFORE EXCAVATING,
SODDING AROUND CONCRETE SLAB WHEN NOT IN SIDEWALK, AS INDICATED IN DESIGN STANDARDS.
COMMENCING DEMOLITION/REMOVAL WORK.
NOTIFY THE UTILITY COMPANY OWNER(S) AND REQUEST THEM TO LOCATE AND STAKE THEIR
UNDERGROUND FACILITIES. UTILITIES ARE TO BE ADJUSTED BY OTHERS AS DIRECTED BY
28. ALL POLES MOUNTED ON BRIDGES, RETAINING WALLS OR BARRIER WALLS SHALL HAVE PULL BOXES
THE ENGINEER.
AS SPECIFIED IN FDOT STANDARD INDEX NO. 21210.
*
5. PROVIDE NOTICE TO THE UTILITY OWNER(S) BEFORE EXCAVATION, NOTICE TO BE GIVEN TO THE UTILITY
NOTE TO DESIGNERS
29. ALL ROADSIDE LIGHTING PULL BOXES SHALL BE RATED H-20 OR HS-20. ALL PULL BOX
OWNER A MINIMUM OF TWO (2) DAYS. EXCLUDING SATURDAY, SUNDAY AND LEGAL HOLIDAYS.
METAL COVERS SHALL BE MARKED "STREET LIGHTING" AND SHALL BE PROVIDED WITH A
NOT ALL UTILITY COMPANIES ARE MEMBERS OF "SUNSHINE" (1-800-432-4770). WWW.SUNSHINE811.COM.
GROUND LUG.
1.
THE FLORIDA TURNPIKE ENTERPRISE IS NOT A MEMBER OF SUNSHINE ONE CALL.
REMOVE, EDIT OR ADD GENERAL NOTES AS NECESSARY TO ASSURE COMPATIBILITY WITH
YOUR PARTICULAR PROJECT.
30. REFERENCE THE BRIDGE STRUCTURAL PLANS FOR THE EMBEDDED ELECTRICAL ITEMS: CONDUIT.
6. THE LOCATION OF THE POLES, CONDUCTORS, CONDUITS, JUNCTION BOXES AND SERVICE POLES ARE
2. ADD ADDITIONAL PAY ITEM NOTES FOR ITEMS THAT ARE NOT COVERED BY THE STANDARDS.
PULL BOX, JUNCTION BOX AND THEIR LOCATIONS.
DIAGRAMMATIC ONLY AND MAY BE SHIFTED BY THE ENGINEER TO ACCOMMODATE LOCAL CONDITIONS
AND EXISTING UTILITY LOCATIONS.
31.
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.
7. ALUMINUM POLES. LUMINAIRES AND BASES SHALL BE FABRICATED IN ACCORDANCE WITH AASHTO'S
WHERE PLANNED LOCATION OF LIGHTING CONDUIT RUNNING 30" UNDER PAVEMENT IS FOUND TO CONFLICT
"STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES AND
WITH UNDERGROUND UTILITIES. THE LIGHTING CONDUIT POSITION SHALL BE ALTERED VERTICALLY OR
TRAFFIC SIGNALS" AND SHALL HAVE BEEN TESTED BY FHWA-APPROVED METHODS. CERTIFICATION
HORIZONTALLY TO AVOID THE CONFLICT AS RECOMMENDED BY THE CONTRACTOR AND APPROVED BY THE
FOR TESTS SHALL BE SUBMITTED WITH THE SHOP DRAWINGS.
ENGINEER. A 24" ABSOLUTE MINIMUM DEPTH SHALL BE MAINTAINED WHERE LIGHTING CONDUITS ARE
RELOCATED CLOSER THAN 30" BELOW THE GROUND SURFACE AND SHALL BE PLACED IN AN ADDITIONAL
8. SUBMITTAL DATA SHALL INCLUDE COMPUTER PRINTOUTS SHOWING HORIZONTAL FOOT-CANDLE LEVELS TO BE
3" PVC SLEEVE OR BACKFILLED WITH A MIN. OF 4"x4" OF CONCRETE. COST OF SUCH TREATMENT WILL
OBTAINED USING THE SUBMITTED LUMINAIRES ON THIS PROJECT. AT FINAL INSPECTION THE CONTRACTOR
BE INCIDENTAL TO PAY ITEMS PROVIDED.
SHALL VERIFY THE HORIZONTAL FOOT-CANDLE LEVELS ON THE ROADWAY WITH AN APPROVED AND PROPERLY
CALIBRATED LIGHT METER.
32. PREPARE ACCURATELY DIMENSIONED "AS BUILT" PLANS OF FINAL POLE.
CONTROLLER, CABLE AND CONDUIT LOCATIONS. PLANS SHALL BE REVIEWED AND APPROVED BY THE
9. ALL ELECTRICAL WORK SHALL MEET ALL REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE
ENGINEER. COST OF SUCH PREPARATION SHALL BE INCIDENTAL TO PAY ITEMS PROVIDED.
NATIONAL ELECTRICAL CODE, THE NATIONAL ELECTRICAL SAFETY CODE, AND THE STATE OF FLORIDA
D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRlDGE CONSTRUCTION. ALL COMPONENTS SHALL BE
33. ALL SPLICES SHALL BE MADE IN PULL BOXES ONLY.
PROPERLY GROUNDED AND BONDED PER N.E.C. REQUIREMENTS.
34. SPLICES AND CONNECTIONS MADE IN PULL BOXES SHALL BE LIMITED TO THE SERVICE POINT AND
10. INSTALL SURGE PROTECTIVE DEVICES. PROPERLY GROUNDED IN POWER (SECONDARY) ENTRANCES.
SEE GENERAL NOTE 15
CONDUIT JUNCTION WITH MULTI- DIRECTIONAL CONDUITS AS INDICATED ON PLANS. THE
CONNECTION MADE AT THESE POINTS SHALL BE MADE PER FDOT SPECIFICATIONS.
FASTEN WITH APPROVED
11. IN ACCORDANCE WITH N.E.C., IDENTIFY ALL CIRCUITS AND EQUIPMENT WITH "LAMACOID TAGS". INSTALL
SIMILIAR TAGS OF STAINLESS STEEL, IDENTIFYING CIRCUIT FOR EACH LUMINAIRE AT ACCESS
ADHESIVE (NO SCREW OR
35. INSPECT ALIGNMENT OF EACH INDIVIDUAL POLE AND FIXTURE AS FOLLOWS:
RIVETS)
HANDHOLE FOR EACH POLE.
36. POLE ALIGNMENT: WITHIN ONE HALF DEGREE ON VERTICAL +/-. CONFIRM VERTICAL
12. NOTIFY_______(POWER COMPANY'S NAME)_____AT LEAST 48 HOURS PRIOR TO ANY INSTALLATION THAT IS
LOAD CENTER DESIGNATION
ALIGNMENT. VIEWING FROM ADJACENT SERIES OF POLES. IN BOTH DIRECTIONS.
WITHIN 10 FEET OF ENERGIZED ELECTRICAL CONDUCTORS. ______(POWER COMPANY'S NAME)________., AT
37. FIXTURE ALIGNMENT: WITHIN ONE DEGREE OF HORIZONTAL +/-. USING CALIBRATED LEVEL ALONG
INSTALLATION SITE OR TAKE OTHER SAFETY PRECAUTIONS AS NECESSARY. EXTREME CAUTION SHALL
8"
IT'S OPTION, SHALL ASSIST THE F.D.O.T.CONTRACTOR TO COVER UP ENERGIZED CONDUCTORS AT
BOTH AXES OF CUT-OFF FIXTURE FACE, WITH LENS ONLY: NO FIXTURE REFRACTOR SHALL BE
CIRCUIT NUMBER
BE EXERCISED AT ALL TIMES IN PERFORMANCE OF WORK AROUND THE PRIMARY, HIGH VOLTAGE
COMPONENTS.
38. ALL CONDUITS SHALL BE MANDREL TESTED AND CLEANED. CONDUITS PLACED FOR FUTURE USE
SHALL HAVE. ƒ" POLYESTER CORD PULLED IN PLACE AND CAPPED WITH NOTATION INSIDE
13. PULLING INSTRUCTIONS: CONNECT PULLING DEVICES TO COPPER WIRE AND NOT TO JACKET AND MEET
CONDUIT AS TO LOCATION OF OPPOSITE END. PLACE DUCT MARKER OR PULL BOXES TO MARK
MANUFACTURER'S REQUIREMENTS. USE PULLING COMPOUND PER MANUFACTURER'S REQUIREMENTS. ALL
ENDS OF EMPTY CONDUI TS.
POLE NUMBER
BENDS SHALL NOT BE LESS THAN RECOMMENDED BY N.E.C. OR N.E.S.C. FOR CABLE USED. PULL CABLE
SHALL BE POLYESTER. STEEL CABLE OR FISH TAPES NOT ALLOWED.
39. ALL LIGHT POLES, PULL BOXES AND LOAD CENTERS SHALL NOT BE INSTALLED WITHIN ANY AREAS
(I.E. DITCHES, ETC.) THAT MAY CAUSE WATER INTRUSION.
14. STAKE ALL POLE LOCATIONS AND REQUEST UTILITY COMPANIES TO LOCATE AND STAKE UNDERGROUND
UTILITIES PRIOR TO EXCAVATING.
40. AS PART OF THE 7 DAY TEST BURNING PERIOD, EACH CIRCUIT SHALL BE LABELED WITH THE LOAD
AMPERAGE READING AT THE LOAD CENTER PANEL.
15. ALL ROADWAY LIGHTING AND ILLUMINATED OVERHEAD SIGNS SHALL HAVE AN IDENTIFICATION TAG.
TAGS SHALL BE 2"x 8" IN SIZE WITH BLACK LETTERS ON YELLOW BACKGROUND ATTACHED WITH
41.
2"
A LABEL SHALL BE PROVIDED ON POLES WITH OBSTRUCTION LIGHTS TO INDICATE THAT TWO SEPARATE
APPROVED ADHESIVE (NO RIVETS OR SCREWS). COST OF TAGS SHALL BE INCLUDED IN THE BID
VOLTAGES ARE PROVIDED AND INSTALLED WITHIN THE LIGHT POLES. ALSO INDICATE THAT THE 120 VOLT
ITEMS FOR LIGHT POLE COMPLETE. TAGS SHALL BE PLACED 5 FEET ABOVE GRADE AND FACING THE
CIRCUIT IS "HOT" 24 HOURS A DAY. THE LABEL SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR
ROADWAY. BEFORE ORDERING TAGS, COORDINATE WITH TURNPIKE ROADWAY MAINTENANCE FOR PROPER
APPROVAL OF THE WORDING AND PLACEMENT LOCATION.
POLE IDENTIFICATION TAG DETAIL
NUMBERING SEQUENCE OF LOAD CENTER AND CIRCUITS.
N.T.S.
42. THE CONTRACTOR SHALL REMOVE ALL OUT OF SERVICE ROADWAY LIGHTING SYSTEM COMPONENTS INCLUDING
16. ALL CONDUITS UNDER ROADWAY (AND/OR SIDEWALK) SHALL BE INSTALLED PRIOR TO INSTALLATION OF
ROADWAY BASE AND SURFACE (OR CONCRETE), EXCEPT WHERE OTHERWISE SPECIFIED IN THE PLANS.
UNDERGROUND AND SURFACE MOUNT CONDUITS, CONDUCTORS, POLE BASES, POLES, PULL BOXES, SERVICE POINTS,
LOAD CENTERS, AND ALL OTHER ANCILLARY COMPONENTS RELATED TO THE LIGHTING SYSTEM NOTED IN THE
PLANS.
17. JACK AND BORE OPERATIONS IF USED SHALL MEET THE REQUIREMENTS OF F.D.O.T.'S UTILITY
ACCOMMODATION GUIDE. (LATEST EDITION).
43. ON REMOVED SIGN STRUCTURES, THE CONTRACTOR SHALL REMOVE ALL ASSOCIATED WIRING FROM THE PULL BOX
TO THE SIGN STRUCTURE, AND RE-SPLICE CONDUCTORS AS NEEDED.
18. 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.
44. THE CONTRACTOR MUST REFERENCE THE SIGNING AND PAVEMENT MARKING PLANS FOR THE COST OF INSTALLATION,
REMOVAL, AND MODIFICATIONS OF THE SIGN LIGHTING SYSTEMS AND ALL ANCILLARY COMPONENTS ASSOCIATED WITH
SIGN LIGHTING.
19. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PROVISIONS THAT REQUIRES THE PREPARATION
AND APPROVAL OF AN EROSION CONTROL PLAN THAT ADDRESSES PREVENTION CONTROL AND
ABATEMENT OF WATER POLLUTION. THE COST OF PREPARING AN EROSION CONTROL PLAN IS INCLUDED
IN ITEM________
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
PAY ITEM AND
GENERAL NOTE SHEET
ROADWAY LIGHTING DESIGN
FINANCIAL PROJECT ID
- $USER$
$DATE$
$TIME$
$FILEA$
SHEET
NO.
201
(1 OF 1)
FROM SERVICE DISCONNECT
12 GAUGE (MIN.) 304 STAINLESS
60" (MIN)
STEEL FREESTANDING CABINET,
SURGE PROTECTIVE DEVICE
(SEE NOTE 3)
NEMA 4X WITH DOUBLE DOORS
G N L1L2
120V PHOTO-ELECTRIC CELL
1800VA RATED MERCURY WITH
SURGE PROTECTION FOR 2000V PEAK.
MAIN MOLDED CASE CIRCUIT
BREAKER, 480V, ___ AMP. 2P,
SN 60HZ SERVICE ENTRANCE
RATED. _____ A.I.C. IN A
NEMA 1 ENCLOSURE
SS 3-POINT LATCH
LOCKING HASP &
NYLON ROLLERS ON
TOP AND BOTTOM
480-120V, SINGLE PHASE, 3W.
60 HZ, 1.0 KVA CONTROL POWER
TRANSFORMER. FUSED PER NEC
PART OF LIGHTING CONTACTOR
(SHOWN SEPARATE FOR CLARITY)
(FUSE RATING TO BE
SHOWN IN PLANS)
MOLDED CASE CIRCUIT
BREAKER, 480V, ___ AMP. 2P,
SN 60HZ SERVICE ENTRANCE
RATED. _____ A.I.C.
NEMA 1 ENCLOSURE
(SEE NOTE 6)
ANCHOR BOLTS FURNISHED
WITH CABINET
SEAL BASE OF CABINET
WITH CLEAR SILICONE
1" CHAMFER
HAND-OFF-AUTO SELECTOR
SWITCH PART OF LIGHTING
CONTACTOR (SHOWN SEPARATE
FOR CLARITY)
H
A
GRADE
NEMA 5-15 R GFCI DUPLEX
RECEPTACLE WITH WP
BOX & COVER
ELECTRICALLY HELD
LIGHTING CONTACTOR
480V, ___ AMP. 2P,
60HZ, 120V COIL IN
A NEMA 1 ENCLOSURE
BRANCH CIRCUIT BREAKER RATINGS
LOAD CENTER '_'
_-2
__ AMPS
_-3
__ AMPS
_-4
__ AMPS
_-5
__ AMPS
_-6
__ AMPS
_-7
__ AMPS
1
2
3
4
5
6
CLASS II CONCRETE BASE
(TYP)
1
'-8"
OFF
__ AMPS
RUBBER SEALANT
8" MIN
SERVICE CONTROL PANEL
(SEE NOTE 2)
_-1
CONTINUOUS HINGE
AND HANDLE WITH
480 VOLT, 3 WIRE, M.L.O.
___ AMP PANEL WITH 2 POLE.
______ A.I.C. BRANCH CIRCUIT
BREAKERS IN A NEMA 1
ENCLOSURE (SEE TABLE
FOR BRANCH BREAKER
RATINGS)
CONDUIT (TYP)
FRONT VIEW
GENERAL NOTES
1.
CABINET SHALL BE GROUNDED PER NEC AND FDOT STANDARDS AND DETAILED IN THE PLANS.
2.
STUB-OUT ONE (1) SPARE 2" PVC CONDUIT BELOW GRADE AND BEYOND CONCRETE BASE.
7
CAP ENDS AND INDICATE LOCATION OF STUB-OUT INSIDE CABINET
COPPER NEUTRAL BUS
COPPER GROUND BUS
26" (MIN)
ELECTRICAL PANELS
AND CONTROLS
____ KVA
TOTAL DEMAND LOAD:
____ KVA
CIRCUIT _-1
CIRCUIT _-2
ALUM. BACKPLATE
CIRCUIT _-3
CIRCUIT _-4
INSULATED BUSHING (TYP)
CIRCUIT _-5
CIRCUIT _-6
55"(
MIN)
TOTAL CONNECTED LOAD:
UNDERDECK
DAYTIME
CIRCUIT
CIRCUIT _-7
GROUND
GROUND
SEAL CONDUIT ENTRY (TYP)
2" MIN ALL SIDES
NOTES:
P.E. Controller
4'-0"(MAX)
SERVICE SLAB
SLOPE 1" FOR DRAINAGE
1. ALL WIRING INSIDE SERVICE CONTROL PANEL SHALL BE INSTALLED IN INTERMEDIATE METAL CONDUIT.
2"
2. CONTRACTOR SHALL FURNISH ENCLOSURE SIZED FOR THE EQUIPMENT (SEE ENCLOSURE DETAIL
THIS SHEET).
3. SURGE PROTECTIVE DEVICE (SPD): SPD UNIT SHALL BE WIRED INSIDE THE ENCLOSURE AS PER
FDOT STANDARD INDEX 17504. SPD UNIT SHALL BE MOUNTED ON THE OUTSIDE OF THE
ENCLOSURE AND COMPLY WITH UL 1449 LATEST ADOPTED EDITION.
4. SHOP DRAWINGS REQUIRED FOR ALL EQUIPMENT ASSOCIATED WITH THE LOAD CENTER.
5. LOAD CENTER/SERVICE POINTS SHALL BE PROVIDED WITH A MINIMUM OF 20% SPARE CAPACITY.
Side or Back of Enclosure
CUT A 2" HOLE IN THE SIDE OF THE LIGHTING CONTROL PANEL
ENCLOSURE FOR THE OPERATION AND MOUNTING OF THE P.E.
CONTROLLER. USE PLEXIGLASS AND A CLEAR SILICONE SEALANT
TO COVER HOLE, INSTALL P.E. CONTROLLER.
SIDE VIEW
6. BREAKER AND WIRING INSTALLED WHEN DAYTIME LIGHTING CIRCUIT IS REQUIRED.
LOAD CENTER ENCLOSURE DETAIL
PHOTO ELECTRIC CONTROLLER DETAIL
LOAD CENTER SCHEMATIC DIAGRAM
N.T.S.
N.T.S.
N.T.S.
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
SHEET
FLORIDA TURNPIKE
LOAD CENTER DETAILS
FINANCIAL PROJECT ID
$USER$
$DATE$
$TIME$
$FILEA$
NO.
202
(1 OF 2)
1
KEYED NOTES
3
1
240/480 V SINGLE PHASE 3-WIRE "LIST POWER COMPANY"
ELECTRIC SERVICE. SAFETY SWITCH ON SEVICE SIDE OF
METER WHEN REQUIRED BY POWER COMPANY.
2
480V, ___AMP ENCLOSED BREAKER
3
2#___ AWG & 1__ AWG (N) IN _" RIGID GALVANIZED STEEL CONDUIT
4
METER AS REQUIRED. HEIGHT SPECIFIED BY POWER COMPANY.
5
1#__ AWG INSULATED COPPER GROUND WIRE IN 1" RIGID GALVANIZED
STEEL CONDUIT
6
COPPER CLAD GROUND ROD(S), MIN. †" DIA. 20' LONG, 6' MIN.
SEPARATION BETWEEN THEM
7
480V ENCLOSED BREAKER NEMA 3R SERVICE ENTRANCE RATED
WITH NEUTRAL AND GROUND KITS
8
2#___ AWG, 1#___ AWG (N), & 1#___ AWG (G) IN _" RIGID GALVANIZED
STEEL CONDUIT
4
7
5
CONCRETE POLE PRESTRESSED
TYPE P-II, 12' LONG
REFER TO FDOT STANDARD INDEX 17504
DETAIL "B", UNDERGROUND FEED
4
6
18
13
15
7
14
17
8
16
12
9
5
2
12
10
15
13
11
PANEL BOARD, ___ AMP, 480V, SINGLE PHASE, 3-WIRE WITH
CIRCUIT BREAKERS AND GROUND BAR AS INDICATED
PULL BOX
REFER TO GENERAL
(27-1/2" X 18" X 12").
COVER MARKED
ROADWAY LUMINAIRE CONNECTED TO CIRCUIT _-2
"ELECTRIC"
8
MAIN CIRCUIT BREAKER ___ AMPS, 2-POLE, 480V, ___ AIC
14
___ AMP, 2-POLE, ELECTRICALLY HELD CONTACTOR
15
FREE STANDING NEMA 4X STAINLESS STEEL ENCLOSURE WITH
TWO DOORS
16
PHOTOELECTRIC SWITCH
_____ VA
14
2
1
2"
13
6
1 OF 2
4'-0"
11
5
DETAIL ON SHEET
6
SURGE PROTECTIVE DEVICE (SPD)
PAD
CENTER ENCLOSURE
CONTROL TRANSFORMER 1 KVA SINGLE PHASE, 480V
PRIMARY 120V SECONDARY
12
CONCRETE
NOTE 6 ON LOAD
3
8"
9
9
10
_-1
__/2
__/2
_-2
_-3
__/2
__/2
_-4
_-5
__/2
__/2
_-6
_-7
__/2
_____ VA
RISER DIAGRAM
SPARE CONDUIT
17
"LIST POWER COMPANY" CONCRETE SERVICE POLE
18
"LIST POWER COMPANY" TRANSFORMER
REFER TO GENERAL
_____ VA
_____ VA
NOTE 2 ON LOAD
CENTER ENCLOSURE
DETAIL ON SHEET
_____ VA
_____ VA
CONDUIT
(TYP.)
N.T.S.
1 OF 2
_____ VA
_____ VA
_-2P SPACES
TOTAL CONNECTED LOAD: ____ KVA
TOTAL DEMAND LOAD: ____ KVA
ONE LINE DIAGRAM
N.T.S.
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
SHEET
FLORIDA TURNPIKE
SERVICE POINT DETAILS
FINANCIAL PROJECT ID
$USER$
$DATE$
$TIME$
$FILEA$
NO.
202
(2 OF 2)
INTERCHANGE
21
5'
21
5'
LIGHTING LIMITS
1
TYP.
215'
215'
CROSS ROAD
ON-RAMP
TOLL PLAZA
INTERCHANGE
INTERCHANGE
215'
215'
LIGHTING LIMITS
OFF-RAMP
LIGHTING LIMITS
TOLL PLAZA
2
2
1
REFER TO TABLES 7.3.1 AND 7.3.2 OF TPPPH
VOLUME I, CHAPTER 7 FOR ILLUMINATION LEVELS.
2
LIMITS OF 2.0 AVERAGE INITIAL FOOT-CANDLES
ON THE APROACH AND DEPARTURE OF A RAMP TOLL
PLAZA AS PER TABLES 7.3.1 AND 7.3.2.
MAINLINE
21
5'
(NOT APPLICABLE FOR AET ONLY PLAZAS)
NOTES:
1.
THE CROSS ROAD LIGHTING LIMITS SHOWN
ARE APPLICABLE WHENEVER THE CROSS
21
5'
ROAD IS NOT TO BE ILLUMINATED BEYOND THE
INTERCHANGE LIGHTING LIMITS SHOWN.
2.
THE MAINLINE LIGHTING LIMITS SHOWN ARE
APPLICABLE WHENEVER THE MAINLINE IS NOT
CONTINUOSLY ILLUMINATED BEYOND THE
INTERCHANGE LIGHTING LIMITS SHOWN.
3.
PLEASE NOTE THAT IF THE LENGTH OF THE
INTERCHANGE
MAINLINE BETWEEN LIGHTED INTERCHANGES IS
LIGHTING LIMITS
0.5 MILES OR LESS, THEN THAT SECTION OF
THE MAINLINE WILL BE ILLUMINATED REGARDLESS
OF WHAT THAT THE LIGHTING JUSTIFICATION
INTERCHANGE LIGHTING LIMITS
REPORTS INDICATES.
N.T.S.
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
SHEET
INTERCHANGE
LIGHTING LIMITS
FINANCIAL PROJECT ID
- kn835rc
-
NO.
203
(1 OF 1)
3/8/2016
9:03:59 AM
$FILEA$
21
5'
LIGHTING LIMITS
21
5'
LIGHTING LIMITS
PARKING
WALKWAYS
SITE
BLDG.
21
5'
FOOT-CANDLES AS PER TABLE 7.3.5 OF
LIGHTING LIMITS
LIGHTING LIMITS
21
5'
PARKING LOT AND SITE: 1.5 AVERAGE INITIAL
TPPPH VOLUME I, CHAPTER 7.
BLDG. PERIMETER AND WALKWAYS: 2.0 AVERAGE
INITIAL FOOT-CANDLES AS PER TABLE 7.3.5
OF TPPPH VOLUME I, CHAPTER 7.
LIMITS OF 1.7 AVERAGE INITIAL FOOT-CANDLES
FOR NON-ILLUMINATED ROADWAYS
NOTES:
1.
THE MAINLINE LIGHTING LIMITS SHOWN ARE
APPLICABLE WHENEVER THE MAINLINE IS NOT
CONTINUOUSLY ILLUMINATED.
SERVICE PLAZA LIGHTING LIMITS
N.T.S.
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
SHEET
SERVICE PLAZA
LIGHTING LIMITS
FINANCIAL PROJECT ID
- kn835rc
-
NO.
204
(1 OF 1)
3/8/2016
9:11:06 AM
$FILEA$
MAINLINE TOLL PLAZA DEPARTURE
MAINLINE TOLL PLAZA APPROACH
PARKING LOT
MAINLINE TOLL PLAZA
ADMINISTRATION BUILDING
MAINLINE TOLL PLAZA CANOPY (TYP.)
215'
215'
TUNNEL
{ MAINLINE
MEDIAN
1
215'
215'
MAINLINE TOLL
MAINLINE TOLL
PLAZA LIGHTING
PLAZA LIGHTING
LIMITS
LIMITS
2
MAINLINE TOLL PLAZA APPROACH
MAINLINE TOLL PLAZA DEPARTURE
MAINLINE TOLL PLAZA APPROACH AND DEPARTURE LIGHTING LIMITS
1
N.T.S.
REFER TO TABLES 7.3.1. AND 7.3.2 OF TPPPH
VOLUME I, CHAPTER 7 FOR MAINLINE ILLUMINATION
LEVELS.
2
LIMITS OF 2.0 AVERAGE INITIAL FOOT-CANDLES
ON THE APPROACH AND DEPARTURE OF A RAMP
TOLL PLAZA, AS PER TABLES 7.3.1. AND 7.3.2.
OF TPPPH VOLUME I, CHAPTER 7.
FOR REFERENCE ONLY
(NOT APPLICABLE FOR AET ONLY TOLLING)
NOTES:
1.
THE MAINLINE LIGHTING LIMITS SHOWN ARE
APPLICABLE WHENEVER THE MAINLINE IS NOT
CONTINUOUSLY ILLUMINATED.
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
SHEET
MAINLINE TOLL PLAZA
LIGHTING LIMITS
FINANCIAL PROJECT ID
- $USER$
-
NO.
205
(1 OF 1)
$DATE$
$TIME$
$FILEA$
PARKING LOT
MAINLINE TOLL PLAZA
ADMINISTRATION BUILDING
MAINLINE TOLL PLAZA CANOPY (TYP.)
98'
98'
ROADWAY LIGHTING/TOLL PLAZA
INTERFACE PULL BOX
E
E
E
E
E
E
E
E
E
E
E
E
TUNNEL
{ MAINLINE
MEDIAN
E
E
E
E
E
E
E
E
E
E
E
E
LEGEND:
ROADWAY LUMINAIRE FED
FROM ROADWAY LIGHTING LOAD CENTER
MAINLINE TOLL PLAZA APPROACH AND DEPARTURE LIGHTING LOCATION
ROADWAY LUMINAIRE FED FROM
E
PLAZA STAND-BY GENERATOR PANEL
NOTES:
N.T.S.
1.
THE EXACT LOCATION OF THE LUMINAIRES
SHALL BE AS DICTATED BY THE LIGHTING
ROADSIDE PULL BOX
CALCULATIONS.
CONDUIT, UNDERGROUND
2.
CONDUIT, UNDERPAVEMENT
ROADWAY LIGHTING BRANCH CIRCUIT CONDUITS
SHALL NOT BE INSTALLED THROUGH THE TOLL
FOR REFERENCE ONLY
PLAZA ADMISTRATION BUILDING/TUNNEL AREA.
(NOT APPLICABLE FOR AET ONLY TOLLING)
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
SHEET
MAINLINE TOLL PLAZA
LIGHTING LOCATION
FINANCIAL PROJECT ID
- $USER$
-
NO.
206
(1 OF 1)
$DATE$
$TIME$
$FILEA$