Plans_Section_T.pdf
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- Veterans Drive (Route 30) Federal contract opportunity
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- DTFH71-17-R-00014
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U.S.V.I.
DEPARTMENT OF PUBLIC WORKS
PARSONS
BRINCKERHOFF
VETERANS DRIVE
SHEET
NO.
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:52:40 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\gnntlt01.DGNUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DESCRIPTIONDATE BY
ST THOMAS
RTE 30
ROAD NO. COUNTY FP ID NO.
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
B
2"
1. SPARE CONDUIT SHALL BE PLACED AT ALL PAVEMENT CROSSINGS, SPARE CONDUIT SHALL BE TERMINATED AT
PULL BOXES AND SHALL BE CAPPED AND SEALED AT BOTH ENDS.
3. THE LOCATIONS OF ALL EXISTING UTILITIES, AS SHOWN ON THESE PLANS, ARE APPROXIMATE AND BASED ON THE
INFORMATION FURNISHED BY THE UTILITY OWNER(S) AND ARE SHOWN AS NOTICE THAT UNDERGROUND UTILITIES
EXIST. NOTIFY THE UTILITY COMPANY OWNER(S) FOR LOCATIONS AND STAKING OF UNDERGROUND FACILITIES
BEFORE EXCAVATING.
6. IN ACCORDANCE WITH N.E.C. IDENTIFY ALL CIRCUITS AND EQUIPMENT WITH "LAMACOID TAGS". INSTALL
SIMILAR TAGS OF STAINLESS STEEL IDENTIFYING CIRCUIT FOR EACH LUMINAIRE AT ACCESS HANDHOLE FOR
EACH POLE.
7. NOTIFY LOCAL POWER COMPANY AT LEAST 48 HOURS PRIOR TO ANY INSTALLATION WITHIN TEN FEET OF
ENERGIZED ELECTRICAL CIRCUITS. THE UTILITY OWNER, AT IT’S OPTION, MAY ASSIST, TO COVER UP
ENERGIZED CIRCUITS AT INSTALLATION SITE, OR TAKE OTHER SAFETY PRECAUTIONS AS NECESSARY.
EXTREME CAUTION SHALL BE EXERCISED AT ALL TIMES IN PERFORMANCE OF WORK AROUND PRIMARY
HIGH VOLTAGE AND SECONDARY VOLTAGE COMPONENTS.
8. STAKE ALL POLE LOCATIONS AND REQUEST UTILITY COMPANIES TO LOCATE AND STAKE UNDERGROUND UTILITIES
PRIOR TO EXCAVATING.
10. ALL ELECTRICAL CONNECTIONS SHALL BE MADE ABOVE MEAN HIGH WATER.
13. ANTICIPATE SATURATED SOILS AND WET WORKING CONDITIONS DURING CONSTRUCTION.
12. AT LOCATIONS WHERE UNDERGROUND UTILITIES ARE WITHIN TWO FEET OF THE PROPOSED LIGHTING POLE, FOUNDATIONS, OR CONDUITS RUNS, HAND DIG THE FIRST FOUR FEET OF THE HOLE OR TRENCH FOR THE
POLE FOUNDATIONS AND CONDUIT RUNS.
4. CUTTING AND MACHINING OF CONDUIT SHALL BE IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS.
PRE-ASSEMBLY OF SECTIONS OF CONDUIT SHALL NOT BE PERMITTED EXCEPT WHERE DIRECTIONAL BORE IS
REQUIRED.
3. IN ALL CONDUIT SYSTEMS, INSTALLATION SHALL PERMIT THE WIRE TO BE DRAWN INTO THE CONDUIT WITHOUT
INJURY. IN ANY CASE, BENDING RADII IN CONDUIT SHALL NOT BE LESS THAN SIX TIMES THE INSIDE DIAMETER
OF THE CONDUIT. FIELD CUTS SHALL BE MADE SQUARE AND TRUE WITH ALL BURRS REMOVED AND ENDS CLEANED
PRIOR TO GLUING THE CONNECTION.
2. UTILITY OWNERS :
CONDUCTOR, CONDUIT AND PULL BOX NOTES
GENERAL NOTES
POLE IDENTIFICATION TAG DETAIL
SEE GENERAL
NOTE 9
LOAD CENTER
DESIGNATION
CIRCUIT NUMBER
POLE NUMBER
8"
INNOVATIVE ( TELEPHONE & CABLE) DAVE LIVINGSTONE 340.775.1799
11. ALL CONDUITS UNDER ROADWAY AND SIDEWALK SHALL BE INSTALLED PRIOR TO INSTALLATION OF ROADWAY
BASE AND SURFACE (OR CONCRETE), EXCEPT WHERE OTHERWISE SPECIFIED IN THE PLANS.
15. ALL ELECTRICAL WORK AND LIGHTING EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH
THE LATEST EDITION OF THE NEC (NATIONAL ELECTRIC CODE, NFPA -70) AS A MINIMUM REQUIREMENT.
7. ALL CONDUITS SHALL BE CAREFULLY CLEANED, BEFORE AND AFTER INSTALLATION. UPON COMPLETION OF THE CONDUIT
INSTALLATION, THE CONTRACTOR SHALL CLEAR EACH CONDUIT WITH A TUBE CLEANER EQUIPPED WITH A MANDERAL
OF A DIAMETER NOT LESS THAN EIGHTY PERCENT (80%) OF THE NOMINAL INSIDE DIAMETER OF THE CONDUIT.
CONDUIT PLACED FOR FUTURE USE SHALL HAVE 34" POLYESTER CORD PULLED IN PLACE AND CAPPED, WITH NOTATION
INSIDE CONDUIT AS TO LOCATION OF OPPOSITE END. PLACE DUCT MARKER OR PULL BOXES TO MARK ENDS OF EMPTY CONDUITS.
9. FURNISH AND INSTALL AN ALUMINUM IDENTIFICATION TAG ON EACH ROADWAY LIGHTING POLE. TAGS SHALL BE
2" X 8" IN SIZE WITH BLACK LETTERS ON YELLOW BACKGROUND, ATTACHED WITH EPOXY ADHESIVE
VERTICALLY. NUMBERS SHALL BE AS SHOWN ON THE POLE DATA SHEET, POLE IDENTIFICATION TAG DETAIL.
COST OF TAGS SHALL BE INCLUDED IN THE BID ITEMS FOR LIGHT POLE COMPLETE. BOTTOM OF TAG SHALL BE
60" ABOVE THE FINISHED GRADE.
FASTEN WITH
EPOXY
ADHESIVE
2. THE CONDUIT SHALL BE CUT OFF CIRCUMFERENTIALLY APPROXIMATELY 4 INCHES ABOVE THE BASE PLATE IN
THE POLE BASE, LEAVING THE CABLES EXPOSED FOR CONNECTION.
T-01
8. FOR BURIED 2 INCH DIAMETER CONDUIT, 90 DEGREE BENDS SHALL HAVE A MINIMUM BEND RADIUS OF 12 INCHES.
16. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND JOURNEYMEN ELECTRICIANS.
THE JOURNEYMEN ELECTRICIANS SHALL BE SUPERVISED BY AN ON SITE LICENSED MASTER ELECTRICIAN.
GENERAL NOTES
COMPANY CONTACT TELEPHONE NUMBERS
WAPA (ELECTRIC UTILITY) CLAUDE RICHARDSON 340.626.4655
4. THE LOCATION OF THE POLES, CONDUCTORS, CONDUITS, JUNCTION BOXES AND SERVICE POLES ARE DIAGRAMMATIC
ONLY. IF CONFLICT ARISES WITH EXISTING UTILITY LOCATIONS, THESE ITEMS MAY BE SHIFTED WITH PRIOR
APPROVAL BY THE CONTRACTING OFFICER.
5. INSTALL SURGE PROTECTION DEVICES, PROPERLY GROUNDED, IN POWER (SECONDARY) ENTRANCES.
18. ALL SPLICES SHALL BE MADE IN PULL BOXES ONLY WITH COMPRESSION SLEEVES WATERPROOFED AND ENCAPSULATED.
LIGHTING SYSTEM NOTES
1. LIGHTING SYSTEM SHUTDOWNS SHALL NOT INTERFERE WITH THE REGULAR LIGHTING SCHEDULE, UNLESS
OTHERWISE APPROVED BY THE CONTRACTING OFFICER.
1. CONDUCTOR SUPPORT SHALL BE PROVIDED IN ALL NEW LIGHT POLES. THE CONDUCTOR SUPPORT
SHALL BE ATTACHED TO THE INSIDE WALL OF THE POLE OR MAST ARM. IT SHALL BE A CLAMPING DEVICE
CONSTRUCTED OF OR EMPLOYING INSULATING WEDGES OR OTHER SUITABLE INSULATING SUPPORT. WHERE
CLAMPING OF INSULATION DOES NOT ADEQUATELY SUPPORT THE CABLE, THE CONDUCTOR SHALL ALSO BE CLAMPED.
6. ALL PULL BOX COVERS SHALL BE MARKED "STREET LIGHTING" BY THE MANUFACTURER UNLESS NOTED OTHERWISE.
17. PRIOR TO ANY EQUIPMENT ORDER. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL EQUIPMENT SPECIFICATION
OR DESIGN DATA FOR ALL MATERIAL PROPOSED FOR THE PROJECT. THESE MUST SPECIFICALLY INCLUDE:
A) LUMINAIRE PHOTOMETRICS
B) LOAD CENTER ELECTRICAL EQUIPMENT
THREE (3) COPIES OF SHOP DRAWINGS AND DESIGN DATA AND ONE (1) ELECTRONIC COPY FOR ROADWAY LIGHTING EQUIPMENT
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER IN CHARGE OF THE PROJECT. ALLOW 30 DAYS TURN-AROUND FOR SHOP DRAWIGS REVIEW.
2. CONTRACTOR SHALL MAINTAIN EXISTING ROADWAY LIGHTING UNTIL NEW ROADWAY LIGHTING IS FUNCTIONAL.
WHERE NECESSARY CONTRACTOR SHALL PROVIDE TEMPORARY WIRING TO EXISTING LUMINAIRE OR
TEMPORARY LUMINAIRES. EXISTING LIGHTING SHALL REMAIN OPERATIONAL AT ALL TIMES . EXISTING CIRCUIT
SHALL BE RECONNECTED AT REMOVED POLES.
3. CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICAL SERVICE AND CONTROL FOR NEW ROADWAY LIGHTING
AND PROMENADE BOLLARD LIGHTS. ROADWAY LIGHTS SHALL BE FUNCTIONAL BEFORE PHASE II SHIFT OF
TWO WAY TRAFFIC ON TO NEW WESTBOUND LANES CONSTRUCTED IN PHASE I.
4. CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE EXISTING ROADWAY LIGHTING WITH THE ROADWAY
LIGHTING SYSTEM OWNER.
5. CONDUIT ENTERING THROUGH THE BOTTOM OF A PULL BOX SHALL BE LOCATED NEAR THE END WALLS TO LEAVE
MAJOR PORTION OF THE BOX CLEAR. AT ALL OUTLETS, CONDUIT SHALL ENTER FROM THE DIRECTION OF THE RUN.
14. 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 RUNS UNDER PAVEMENT IS FOUND TO CONFLICT WITH UNDERGROUND
UTILITIES, THE LIGHTING CONDUIT POSITION SHALL BE ALTERED VERTICALLY OR HORIZONTALLY TO AVOID THE
CONFLICT AS RECOMMENDED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER.
MODEL NAME = US_Int2DPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:52:45 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\pldtlt01.dgnUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
POLE DATA AND LEGEND
AVERAGE INITIAL INTENSITY 1 FOOT CANDLE
UNIFORMITY RATIO AVG./MIN. 4:1 OR LESS
MAX/MIN. 10:1 OR LESS
WIND SPEED (3 SEC. GUST) 150 MPH
LIGHTING DESIGN CRITERIA
LEGEND
POLE DATA
POLE # STATION CIRCUIT POLE SETBACKS
MOUNTING
HEIGHT
LUMENS
35 FEET
35 FEET
15 FEET
15 FEET 66 W LED
35 FEET 160 W LED
35 FEET
15 FEET 66 W LED
35 FEET 160 W LED
15 FEET
15 FEET 66 W LED
15 FEET
35 FEET 160 W LED
35 FEET
15 FEET
15 FEET
35 FEET
35 FEET
15 FEET
15 FEET
35 FEET
35 FEET
15 FEET
15 FEET
35 FEET
35 FEET
15 FEET
15 FEET
15 FEET248+34 RT.
248+50 LT
253+41 RT.
254+44 LT.
254+43 RT.
255+44 LT.
255+46 RT.
256+44 LT.
257+39 LT.
256+40 RT.
258+45 LT.
260+44 LT.
259+46 RT.
249+40 RT.
249+43 LT.
261+42 LT.
250+51 RT.
250+41 LT.
252+51 LT.
251+46 RT.
251+41 LT.
252+63 RT.
252+94 RT.
253+40 LT.
257+34 RT.
258+35 RT.
259+44 LT.
260+43 RT.
160 W LED
66 W LED
66 W LED
160 W LED
160 W LED
66 W LED
66 W LED
160 W LED
66 W LED
66 W LED
160 W LED
160 W LED
66 W LED
66 W LED
160 W LED
160 W LED
66 W LED
66 W LED
160 W LED
160 W LED
66 W LED
66 W LED
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
7.5’ FROM BACK OF CURB
7.5’ FROM BACK OF CURB
9.0’ FROM BACK OF CURB
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
BEHIND SIDEWALK
4.5’ FROM BACK OF CURB
7.0’ FROM BACK OF CURB
5.0’ FROM BACK OF CURB
12880
12880
12880
12880
12880
12880
12880
12880
12880
12880
12880
12880
12880
A-7
A-3
A-8
A-2
A-5
A-1
A-6
A-4
A-3
A-5
A-7
A-2
A-8
A-1
A-5
A-4
A-6
A-3
A-7
A-2
A-8
A-1
A-5
A-4
A-6
A-3
A-7
A-2
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
261+42 RT. 35 FEET 160 W LED 12880 A-8 7.0’ FROM BACK OF CURB
15 FEET247+41 LT. 66 W LED 3740 A-4 BEHIND SIDEWALK
35 FEET247+40 RT. 160 W LED 12880 A-6 6.0’ FROM BACK OF CURB
35 FEET246+67 LT. 160 W LED 12880 A-1 BEHIND SIDEWALK
15 FEET246+89 RT 66 W LED 3740 A-5
15 FEET245+38 LT. 66 W LED 3740 A-2 BEHIND SIDEWALK
15 FEET 66 W LED246+26 RT 3740 A-7
35 FEET245+41 RT. 160 W LED 12880 A-8 6.0’ FROM BACK OF CURB
15 FEET244+42 RT. 66 W LED 3740 A-5 6.0’ FROM BACK OF CURB
35 FEET244+41 LT. 160 W LED 12880 A-3 BEHIND SIDEWALK
35 FEET243+42 RT. 160 W LED 12880 A-6 6.0’ FROM BACK OF CURB
15 FEET243+42 LT. 66 W LED 3740 A-4 BEHIND SIDEWALK
15 FEET242+47 RT. 66 W LED 3740 A-7 6.0’ FROM BACK OF CURB
35 FEET242+41 LT. 160 W LED 12880 A-1 BEHIND SIDEWALK
35 FEET241+43 RT. 160 W LED 12880 A-8 6.5’ FROM BACK OF CURB
15 FEET241+43 LT. 66 W LED 3740 A-2 BEHIND SIDEWALK
15 FEET 66 W LED240+56 RT. 3740 A-5
35 FEET 160 W LED240+54 LT 12880 A-3 16’ FROM BACK OF CURB
15 FEET 66 W LED240+06 LT. 3740 A-4
15 FEET239+98 RT. 66 W LED 3740 A-5
15 FEET 66 W LED239+61 LT. 3740 A-2
35 FEET 160 W LED239+42 RT. 12880 A-6 5.5’ FROM BACK OF CURB
7.0’ FROM BACK OF CURB
53 35 FEET 160 W LED238+37 LT. 12880
55 35 FEET 160 W LED237+43 LT. 12880
54 15 FEET 66 W LED238+44 LT. 3740
BEHIND SIDEWALK
5.5’ FROM BACK OF CURB
BEHIND SIDEWALK
15.5’ FROM BACK OF CURB
16.0’ FROM BACK OF CURB
LUMINAIRE
WATTAGE
INPUT
T-02
1 INCH SCHEDULE 80 PVC EMBEDDED CONDUIT CONTAINING TWO (2) No. 8 AWG AND ONE (1) No. 8 AWG
GROUND COPPER CONDUCTORS, UNLESS SHOWN OTHERWISE ON THE PLANS SHEET.
CONDUCTORS SHALL USE XHHW INSULATION RATED FOR 600V.
6.0’ FROM BACK OF CURB
A-1
A-5
A-3
EXISTING LIGHT POLE
EXISTING LIGHT POLE TO BE REMOVED
160 WATT 12880 LUMEN LED LUMINAIRE WITH CONCRETE POLE. PHOTOMETRIC: 1527RLED-FG-10ARC45T3R.IES
OR APPROVED EQUAL, WIRED FOR 240 VOLT OPERATION.
MOUNTING HEIGHT 35 FT WITH 6 FOOT ARM. (REFER TO SHEET T-18 TYPE "B")
66 WATT, 3740 LUMEN LED LANTERN LUMINARE. PHOTOMETRIC: 6130LED-4A1R45T5-CA.IES
OR APPROVED EQUAL, WIRED FOR 240 VOLT OPERATION.
POLE MOUNTING HEIGHT 15 FT. (REFER TO SHEET T-18 TYPE "A")
10.8 WATTS, 108 LUMENS, 9 LED EMITTER STEPLIGHT MOUNTED TO FACE OF CONCRETE BOLLARD.
240 VOLT OPERATION.
2 INCH SCHEDULE 40 P.V.C. UNDERGROUND CONDUIT CONTAINING TWO (2) No. 6 AWG COPPER CONDUCTORS
AND ONE (1) No. 6 AWG COPPER GROUND CONDUCTOR, UNLESS SHOWN OTHERWISE ON THE PLAN SHEETS.
CONDUCTORS SHALL USE XHHW INSULATION RATED FOR 600V. GROUND CONDUCTOR INSULATION JACKET
SHALL BE GREEN.
24 INCH x 13 INCH PULL BOX, INCLUDES 5 FOOT x 5 FOOT CONCRETE SLAB.
24 INCH x 13 INCH PULL BOX.
UTILITY PAD MOUNTED TRANSFORMER.
LOAD CENTER FOR DISTRIBUTION POINT. SEE SHEETS T-14 THROUGH T-18 FOR DETAILS. SYMBOL INCLUDES
CONCRETE PAD, AND NEMA ENCLOSURE.
NOT USED
NOT USED
15 FEET 66 W LED 3740 A-5
15 FEET 66 W LED 3740 A-7
34A
36A
246+75 RT.
246+41 RT.
6.0’ FROM BACK OF CURB
6.0’ FROM BACK OF CURB
ON LOOKOUT
ON LOOKOUT
TWO - 2" DIRECTIONAL BORED, HDPE CONDUITS CONTAINING XHHW CONDUCTORS. CONDUCTORS
SIZES AND TOTAL CONDUCTORS AS SHOWN ON PLAN SHEETS. RUN ONE COPPER GROUND BONDING
CONDUCTOR (XHHW GREEN INSULATION) INSIDE CONDUIT WITH OTHER CONDUCTORS.
MODEL NAME = US_Int2DPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:52:50 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\pldtlt02.dgnUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
POLE DATA AND LEGEND
POLE # STATION CIRCUIT POLE SETBACKS
MOUNTING
HEIGHT
LUMENS
POLE # STATION CIRCUIT POLE SETBACKSLUMINAIRE
WATTAGE
MOUNTING
HEIGHT
LUMENS
BOLLARD DATA CONTINUED
A-10
A-9
A-10
A-9
A-9
A-10
A-9
A-10
A-9
A-10
A-9
A-10
A-9
A-10
A-9
A-10
A-10
A-9
A-10
A-9
A-9
A-10
A-9
A-10
A-9
A-10
A-9
A-10
A-10
A-9
A-10
A-10
A-9
A-10
A-9
A-9
A-10
A-9
A-10
A-9
A-10
A-9
A-10
A-9
A-10
A-9
A-10
A-10
A-9
A-10
A-9
A-10
A-9
A-10
A-9
A-9
A-10
A-10
A-9
A-10
A-9
A-9
A-10
A-9
A-10
A-9
10.8 108 SEAWALL BOLLARD
10.8 108 SEAWALL BOLLARD
10.8 108 SEAWALL BOLLARD
10.8 108 SEAWALL BOLLARD
10.8 108 SEAWALL BOLLARD
10.8 108 SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
A-10
A-9
A-10
A-9
A-9
A-10
A-9
A-10
A-9
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
10.8 108
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
SEAWALL BOLLARD
LUMINAIRE
WATTAGE
INPUT
T-03
BL-1
BL-2
BL-3
BL-4
BL-5
BL-6
BL-7
BL-8
BL-9
BL-10
BL-11
BL-12
BL-13
BL-14
BL-15
BL-16
BL-17
BL-18
BL-19
BL-20
BL-21
BL-22
BL-23
BL-24
BL-25
BL-26
BL-27
BL-32
BL-28
BL-29
BL-30
BL-31
BL-33
BL-34
BL-35
BL-36
BL-37
BL-38
BL-39
BL-40
BL-41
BL-42
BL-43
BL-44
BL-45
BL-46
BL-47
BL-48
BL-49
BL-50
BL-51
BL-52
BL-53
BL-54
BL-55
BL-56
BL-57
BL-58
BL-59
BL-60
BL-61
BL-62
BL-63
BL-64
BL-65
BL-66
BL-67
10.8 108BL-68 A-10 SEAWALL BOLLARD
BOLLARD LIGHTS DATA
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
NOTES 1 & 2
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NOTES 1 & 2
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NOTES 1 & 2
NOTES:
1. REFER TO LANDSCAPE ARCHITECTURE CONSTRUCTION DRAWINGS FOR BOLLARD LOCATIONS.
2. BOLLARD LIGHTS ARE TO BE INSTALLED IN EVERY THIRD BOLLARD.
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
36 INCHES
NOT USED
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:53:01 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT01.DGNUSER: PerezR
LIGHTING PLAN
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
CENTER
SIGN
FP
FP
FP
FP
FP
CB
CB
CB
CB
CB
CB
ELEC
240 241
VETERANS DRIVE
ST. THOMAS
HARBOR
H O
S P I T
A L
G
D E
¡ CONST. VETERANS DR.
BEGIN LIGHTING
� VETERANS DRIVE
STA. 237+05.00
POLE #45, CKT A-2
STA. 241+43
POLE #55, CKT A-3
STA. 237+43
POLE #47, CKT A-3
STA. 240+54
BL-56,
CKT A-10
BL-66,
CKT A-10
BL-65,
CKT A-9
POLE #50, CKT A-5
STA. 239+98
BL-61,
CKT
A-9BL-63,
CKT A-9BL-64,
CKT A-10
BL-62,
CKT A-10
BL-60,
CKT A-10
BL-59
CKT A-9
BL-58,
CKT A-10
BL-57,
CKT A-9
BL-55,
CKT A-9
BL-54,
CKT A-10
POLE #44, CKT A-8
STA. 241+43
BL-53,
CKT A-9
BL-67,
CKT A-9
BL-68,
CKT A-10
POLE #53, CKT A-1
STA. 238+37
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
2#6 AWG CKT A-1
2#6 AWG CKT A-3
1#6 AWG GND
2#6 AWG CKT A-3
1#6 AWG GND
3#2 AWG
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
EXISTING POLE
TO BE REMOVED
EXIST. R/W LINE
NOTE 1
2#8 AWG CKT A-9
1#8 AWG GND
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
2#6 AWG CKT A-5
1#6 AWG GND
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
EXISTING POLE
TO BE REMOVED
POLE #54, CKT A-5
STA. 238+44
POLE #52, CKT A-6
STA. 239+42
EXISTING POLE
TO BE REMOVED
EXISTING POLE
TO BE REMOVED
EXISTING POLE
TO BE REMOVED
POLE #46, CKT A-5
STA. 240+56
LOAD CENTER "A"
STA. 239+32
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
POLE #49, CKT A-4
STA. 240+06
UTILITY DUCT BANK
AND MAN HOLE
WITH 2-6" CONDUIT
SEE UTILITY DRAWINGS
PAD MOUNTED TRANSFORMER
STA. 239+73
POLE #51, CKT A-2
STA. 239+61
10 40
Feet
SHEET 1 OF 5
T-04
NOTE:
1. STUB OUT AND CAP 1" CONDUIT FOR PHASE 2 CONTINUATION.
C01 0.000
C02 0.000
C03 0.000
C04 0.000
T01 0.000
T02 0.000
T03 0.000
T04 0.000
M A
T C
H
L I N
E
S
T A
.0
N
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:53:09 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT02.DGNUSER: PerezR
LIGHTING PLAN
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
STEPS
STEPS
S T
E P S
PLANTERS
ESTI
MATED
SIG
N
FP SIG
N
S
A
A
SC
P P
CB
CB
CB
CB
CB
CB
CB
L
L
LP
B
AS
E
CONC S
TRIP
CONC S
TRIP
CONC
CONC
244 245
244 245
ST. T
HOMAS
HARBOR
VETERANS DRIVE
ST. TH
O
M
AS
H
ARBO
R
R/W LINE
POLE #35, CKT A-2
STA. 245+38POLE #39, CKT A-3
STA. 244+41
POLE #40, CKT A-6
STA. 243+42
POLE #43, CKT A-1
STA. 242+41
CKT A
-10
POLE
#44, CKT A
-8
BL-52,
CKT A-10
BL-51,
CKT A-9
POLE #42, CKT A-7
STA. 242+47
BL-50,
CKT A-10
BL-49,
CKT A-9
BL-48,
CKT A-10
BL-47,
CKT A-9
POLE #38, CKT A-5
STA. 244+42
BL-46,
CKT A-10
BL-45,
CKT A-9
BL-44,
CKT A-10
POLE #37, CKT A-8
STA. 245+41
BL-43,
CKT A-9
BL-42,
CKT A-10
BL-41,
CKT A-9
C K T
A -10
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
POLE #33, CKT A-1
STA. 246+67
POLE #41, CKT A-4
STA. 243+42
EXISTING POLE
TO BE REMOVED
EXISTING POLE
TO BE REMOVED
EXISTING POLE
TO BE REMOVED
EXISTING POLE
TO BE REMOVED
POLE #36, CKT A-7
STA. 246+26
POLE #34, CKT A-5
STA. 246+89
2#6 AWG CKT A-5
1#6 AWG GND
POLE #34A, CKT A-5
STA. 246+75
POLE #36A, CKT A-7
STA. 246+41
2#6 AWG CKT A-7
2#6 AWG CKT A-5
1#6 AWG GND
M A
T C
H
L I N
E
S
T A
.0
M A T C
H
L
IN
E
S T
A .0
SHEET 2 OF 5
10 40
Feet
T-05
C0
0.0
C0
0.0
C0
0.0
C0
0.0
C0
T0
0.0
T0
0.0
T0
0.0
T0
0.0
T0
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:53:17 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT03.DGNUSER: PerezR
LIGHTING PLAN
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
DEBEL T JEN ROAD
S T
E P S S
T E
P S
S T
E P S
S T
E P S
E S
T
IM
A T
E D
E S
T
IM
A T
E D
S
S
S
P
P
P
C B
C B
C B
C B
C B
C B
C B
C B
C
E S
T
IM
A T
E D
A
C
1.
.3
.1
251 252
251 252
VETERANS DRIVE
DE BELTJEN ROAD
ST.
THOMAS
HARBOR
R/W LINE
R/W LINE
POLE #23, CKT A-4
STA. 251+41
POLE #25, CKT A-1
STA. 250+41
POLE #27, CKT A-2
STA. 249+43
POLE #28, CKT A-8
STA. 249+40
POLE #29, CKT A-3
STA. 248+50POLE #31, CKT A-4
STA. 247+41
BL-40,
CKT A-10
BL-39,
CKT A-9
BL-38,
CKT A-10 BL-37,
CKT A-9
BL-36,
CKT A-10
BL-35,
CKT A-9
BL-34,
CKT A-10
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
BL-26,
CKT A-10
BL-27,
CKT A-9
BL-28,
CKT A-10
BL-30,
CKT A-10
BL-31,
CKT A-9
BL-32,
CKT A-10
BL-33,
CKT A-9POLE #32, CKT A-6
STA. 247+40
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
LED BOLLARD LIGHT
-TYPICAL
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
LED BOLLARD LIGHT
-TYPICAL
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
EXISTING POLE TO
BE REMOVED
EXISTING POLE TO
BE REMOVED
EXISTING POLE TO
BE REMOVED
POLE #30, CKT A-7
STA. 248+34
POLE #26, CKT A-5
STA. 250+51
POLE #24, CKT A-6
STA. 251+46
10 40
Feet
SHEET 3 OF 5
T-06
C
T
M A
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:53:24 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT04.DGNUSER: PerezR
LIGHTING PLAN
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
STEPS
STEPS
S T
E P
S
S T
E P
S
STEPS
STEPS
ESTIMATED
ESTIMATED
SIGN
SC
P
P
P
CB ESTIMATED
43.12
39.06
ST. T
HOMAS
HARBOR
C
O N S T . V
E T E R A
N S D
R
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
ST. T
HOMAS
HARBOR
BL-15,
CKT A-9
POLE #11, CKT A-3
STA. 256+44
POLE #13, CKT A-4
STA. 255+44
POLE #14, CKT A-6
STA. 255+46
POLE #15, CKT A-1
STA. 254+44
POLE #17, CKT A-2
STA. 253+40
POLE #18, CKT A-8
STA. 253+41
POLE #19, CKT A-3
STA. 252+51
BL-23,
CKT A-9
BL-22,
CKT A-10
BL-25,
CKT
A-9 BL-24,
CKT
A-10
BL-21,
CKT
A-9
BL-18,
CKT A-10
BL-20,
CKT
A-10
BL-19,
CKT
A-9
BL-17,
CKT
A-9
POLE #20, CKT A-7
STA. 252+94
BL-16,
CKT A-10
BL-14,
CKT A-10
POLE #16, CKT A-5
STA. 254+43
BL-13,
CKT A-9 BL-12,
CKT A-10
BL-11,
CKT A-9
BL-10,
CKT A-10
BL-9,
CKT A-9
BL-8,
CKT A-10
BL-6,
CKT A-10
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
BL-7,
CKT
A-9
POLE #21, CKT A-5
STA. 252+63
POLE #22, CKT A-7
STA. 252+27
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
EXISTING POLE TO
BE REMOVED
EXISTING POLE TO
BE REMOVED
EXISTING POLE TO
BE REMOVED
POLE #12, CKT A-7
STA. 256+40
SHEET 4 OF 5
10 40
Feet
T-07
M A T C H L
IN
E S
T A .0
M A T
C H
L I N
E
S
T A .0
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:53:32 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT05.DGNUSER: PerezR
LIGHTING PLAN
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
DEBEL T JEN ROAD
S T
E P
S
CONC
ESTIMATED
ESTIMATED
SIGN
S
A
PIPE
SC
TANK
SC
P
P
P
P
P
P
P
SPILLWAY ESTIMATED
STORM PIPES
CB
HDW ESTIMATED
HDW ESTIMATED
A/C
ROCKS
ROCKS
50.32
2.77 3.66 4.68
5.16
3.81
Inlet
Inlet
Signal Box
Material Stockpile
Sidewalk
Sidewalk
.0
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
7.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
9.
EC.
WALK9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
.0
EC.
WALK
.0
EC.
WALK
AERIAL UTIL
.3
E P
.4
E P
.4
E P
.4
E P
.5
E P
8.53
CL.RD
8.39
CL.RD
8.31
CL.RD
8.18
CL.RD
8.11
CL.RD
8.02
CL.RD
7.86
CL.RD
9.13
EP
9.00
EP
8.74
EP
8.55
EP
8.00
EP
257 258 259
257 259
END PROJECT
END RECONSTRUCTION
STA. 261+61.54
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
END CONST. VETERANS DR.END LIGHTING
STA. 261+42.00
POLE #3, CKT A-3
STA. 260+44
POLE #5, CKT A-4
STA. 259+44
POLE #6, CKT A-6
STA. 259+46
POLE #7, CKT A-1
STA. 258+45
POLE #9, CKT A-2
STA. 257+39
POLE #2, CKT A-8
STA. 261+42
POLE #4, CKT A-7
STA. 260+43
POLE #1, CKT A-2
STA. 261+42
CKT A-10
BL-5,
CKT A-9
BL-4,
CKT A-10
BL-3,
CKT A-9
BL-2,
CKT A-10
BL-1,
CKT A-9
2#8 AW
G CKT A-9
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
2#8 AWG CKT A-9
2#8 AWG CKT A-10
1#8 AWG GND
2#6 AWG CKT A-5
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
2#6 AWG CKT A-6
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
2#8 AWG CKT A-9
1#8 AWG GND
R/W LINE
2#6 AWG CKT A-1
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
2#6 AWG CKT A-2
2#6 AWG CKT A-3
1#6 AWG GND
2#6 AWG CKT A-2
2#6 AWG CKT A-3
2#6 AWG CKT A-4
1#6 AWG GND
EXISTING POLE TO
BE REMOVED
2#6 AWG CKT A-7
2#6 AWG CKT A-8
1#6 AWG GND
2#6 AWG CKT A-8
1#6 AWG GND
EXISTING POLE TO
BE REMOVED
2#6 AWG CKT A-2
1#6 AWG GND
EXISTING POLE TO
BE REMOVED
EXISTING POLE TO
BE REMOVED
EXISTING POLE TO
BE REMOVED
POLE #10, CKT A-8
STA. 257+34
POLE #8, CKT A-5
STA. 258+35
SHEET 5 OF 5
10 40
Feet
T-08
CONST. MANHOLE TOP
REMOVE EXIST.
STRUCTURE
EXIST. STRUCTURE
TO REMAIN
REMOVE EXIST.
HEADWALL
DESILT EXIST.
PIPES & STUCTURE
SEE SPECIAL PIPE
HEADWALL DETAIL
SHEET E-26
M A
T C
H
L I N
E
S
T A
.0
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:53:45 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT06.DGNUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
CENTER
SIGN
FP
FP
FP
FP
FP
CB
CB
CB
CB
CB
CB
WATER
WATER
W A T E R
24"
WM
10" WM
4" WM
24" WM
Utility Pole w/ Light w/ Drop-D own w/ Camera
Cable & P hone
Meter
(4) O.H. E lec. Lines
(2) O.H. E lec. Lines
(2) O.H. E lec. Lines
Utility Pole w/ Light w/ Drop-D own
Cable & P hone
Meter
Utility Pole w/ Light w/ (3) Drop -Down
Cable & P hone
Meter
Elec.
Manhole
T ra ffic B o xe s
Traff ic Bo x
Traffic Box Traffic Box
Traffic Box
Traffic Box
Sanitary S ewer Man hole
Structure #
Rim Elev.
3.94’
36" Inlet In vert Elev.
-3.31’
36" Outlet Invert Ele
v. -2.56’
Bench Ele
v. -3.47’
Channel E lev. -4.51’
Box Bottom Elev. -3.3
9’
WATER
WATER
W A T E R
24"
WM
10" WM
4" WM
24" WM
240 241
ST. THOMAS
HARBOR
H O
S P I T
D E
BEGIN LIGHTING
� VETERANS DRIVE
STA. 237+05.00
1.3 1.41.6 1.4 1.4 1.3 1.1 1.0 1.1 1.3 1.5 1.6
1.4 1.6 1.6 1.7 1.7 1.8 1.8 1.9 1.7 1.6 1.4 1.4 1.2 1.1 1.1 1.2 1.3 1.4 1.6
1.6 1.6 1.6 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.2 1.1 1.0
1.6 1.6 1.6 1.6
Zone 22 Sta 239+50
Illuminance (Fc)
Average = 1.46
Maximum = 1.9
Minimum = 1.0
Avg/Min Ratio = 1.46
Max/Min Ratio = 1.90
1.2 1.2 1.2
1.5 1.7 1.7 1.6 1.6 1.5
1.6 1.7 1.7 1.7 1.7 1.7
1.6 1.7
Zone 20 Sta 241+45
Illuminance (Fc)
Average = 1.59
Maximum = 1.9
Minimum = 1.1
Avg/Min Ratio = 1.45
Max/Min Ratio = 1.73
1.2 1.4 1.7 1.7
1.5 1.5 1.4 1.4 1.2 1.1 1.0 1.0 1.0 1.2 1.4 1.6 1.6
1.6 1.7 1.7 1.6 1.5 1.5 1.5 1.5 1.5 1.6 1.4 1.2 1.0 0.9 0.9 0.9 1.0 1.2 1.4 1.5
1.6 1.7 1.6 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.5 1.2 0.8 0.7
1.4 1.3 1.9 1.6 1.4 1.4 1.5 1.5 1.5 1.6 1.6
1.5 1.5 1.7
Zone 21 Sta 241+45
Illuminance (Fc)
Average = 1.40
Maximum = 1.9
Minimum = 0.7
Avg/Min Ratio = 2.00
Max/Min Ratio = 2.71
1.2 1.3 1.5 1.6 1.5
1.5 1.3 1.3 1.4 1.4 1.4 1.4 1.6 1.6 1.7 1.7 1.6
1.1 1.2
1.3 1.4 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.5 1.5 1.6 1.6 1.6 1.6 1.7 1.7 1.6 1.6 1.5
1.0 1.3 1.5 1.5 1.5 1.6 1.6 1.7 1.7 1.8 1.8 1.7 1.7 1.6 1.6 1.7 1.7 1.7 1.7 1.6 1.6 1.5 1.5 1.5
1.6 1.6 1.6 1.6 1.8 1.8 1.7 1.8 1.8 1.7 1.7 1.6 1.4 1.3 1.3 1.3 1.4
Zone 25 Sta 239+45
Illuminance (Fc)
Average = 1.55
Maximum = 1.8
Minimum = 1.0
Avg/Min Ratio = 1.55
Max/Min Ratio = 1.80
1.6 1.6 1.6
1.8 1.8
1.8 1.9
1.7 1.8
Zone 23 Hosp Gade
Illuminance (Fc)
Average = 1.73
Maximum = 1.9
Minimum = 1.6
Avg/Min Ratio = 1.08
Max/Min Ratio = 1.19
1.7 1.7 1.7
1.7 1.9 1.8 1.7 1.6 1.6
1.6 1.7 1.7 1.5 1.3 1.3
1.8 1.7
Zone 19 Sta 243+40
Illuminance (Fc)
Average = 1.70
Maximum = 2.0
Minimum = 1.3
Avg/Min Ratio = 1.31
Max/Min Ratio = 1.54
ZONE 25
ZONE 21
ZONE 19
ZONE 23
ZONE 20
ZONE 22
10 40
Feet
SHEET 1 OF 5
PHOTOMETRIC PLAN
T-09
M A T C H
LIN
E S
T A . 2
.0
M A
T C
H
L I N
E
S
T A
.0
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:53:52 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT07.DGNUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
STEPS
STEPS
S T
E P S
PLANTERS
ESTI
MATED
SIG
N
FP SIG
N
S
A
A
SC
P P
CB
CB
CB
CB
CB
CB
CB
L
L
LP
B
AS
E
CONC S
TRIP
CONC S
TRIP
CONC
CONC
WATER
WATER
W A T E R
W A T E R
10" W M
10" W M
Util ity
Pol e w/ (1)
Dro p-D ow n w/ (1)
Tra nsf orm er
AC
Se rvic e
(3) O.H . El ec.
Lin es
Sla b
6" p .v.c . Ve nt
6" p .v.c . C .O.
San itar y S ew er M anh ole
24" Co nc.
Inl et I nve rt -2 .79
24" Co nc.
Ou tlet Inv ert -2.7
San itar y S ew er M anh ole
24" Co nc.
Inl et I nve rt -2 .65
Bui ldin g In let
Ob stru cte d
24" Co nc.
Ou tlet Inv ert -3.2
WATER
WATER
W A T E R
W A T E R
10" W M
10" W M
244 245
244 245
ST. TH
O
M
AS
H
ARBO
R
1.3 1.1
1.4 1.7
1.8 1.8
1.4 1.3
1.3 1.4
1.6 1.7
1.8 1.9
1.3 1.3
1.6 1.6
1.5 1.6
1.6 1.5
1.6 1.7
1.8
1.2 1.3
1.5 1.6
1.7 1.8
1.9 1.8
1.8 1.7
1.5 1.5
1.7 1.8
1.9 1.9
1.7
2.0 1.7
1.8 1.9
2.0 1.8
1.8 1.8
1.7 1.6
1.7 1.7
1.7 1.7
1.7 1.9
1.9 1.8
1.8 1.8
1.7 1.6
1.4 1.4
1.4
1.7 1.8
1.8 1.8
1.8 1.8
1.9 1.8
1.6 1.4
1.7 1.7
1.9 1.8
1.7
1.3
Zone 19 Sta 243+40
Illuminance (Fc)
Average = 1.70
Maximum = 2.0
Minimum = 1.3
Avg/Min Ratio = 1.31
Max/Min Ratio = 1.54
2.01.8 1.9
1.9 1.7
1.7 1.7
1.7 1.7
1.5
1.8 1.8
1.7 1.5
1.4
1.8 1.9
1.9 1.7
1.5
1.8 1.8
1.9 1.8
1.7 1.7
1.7 1.7
1.7 1.8
1.7 1.4
2.0 1.8
1.6 1.5
1.4 1.4
1.9 1.8
1.7 1.5
1.2
1.9 1.7
Zone 17 Sta 245+40
Illuminance (Fc)
Average = 1.70
Maximum = 2.0
Minimum = 1.2
Avg/Min Ratio = 1.42
Max/Min Ratio = 1.67
2.3
2.3 2.2
2.12.2 2.12.1
2.0 1.7
2.0 1.9
1.7 1.9
2.1 1.9
1.7 1.9
1.8 1.6
1.8 1.7
1.6 1.6
1.7 1.3
1.5 1.5
1.4 1.2
1.4 1.4
1.3 1.2
1.3 1.2
1.2
1.5 1.3
1.1 1.0
1.7 1.5
1.2 0.9
1.8 1.7
1.5
1.5
Zone 15 Sta 247+45
Illuminance (Fc)
Average = 1.64
Maximum = 2.3
Minimum = 0.9
Avg/Min Ratio = 1.82
Max/Min Ratio = 2.56
1.41.3 1.7
1.8 1.7
1.1 1.3
1.6 1.8
1.9
1.5 1.5
1.4 1.6
1.8
1.9 1.6
1.7 1.7
1.6
1.5 1.7
1.7 1.8
2.0 1.9
1.2 1.3
1.5 1.7
1.9 2.0
1.3 1.7
1.7 1.7
1.6 1.6
1.7
1.8 2.0
1.8 1.8
1.8 1.9
Zone 18 Sta 243+50
Illuminance (Fc)
Average = 1.66
Maximum = 2.0
Minimum = 1.1
Avg/Min Ratio = 1.51
Max/Min Ratio = 1.82
1.9 2.1
2.1 1.7
2.1 2.12.0
2.21.9 2.1
2.2 1.7
1.9 2.1
1.7 1.7
1.8 1.6
1.7 1.7
1.6
1.5 1.7
1.7 1.6
1.6 1.7
1.7 1.6
1.6 1.6
1.7 1.6
1.2 1.5
1.6 1.6
1.5 1.6
1.6 1.6
1.6 1.8
1.6
1.7
Zone 16 Sta 247+40
Illuminance (Fc)
Average = 1.74
Maximum = 2.2
Minimum = 1.2
Avg/Min Ratio = 1.45
Max/Min Ratio = 1.83
Zone 20 Sta 241+45
Illuminance (Fc)
Average = 1.59
Maximum = 1.9
Minimum = 1.1
Avg/Min Ratio = 1.45
Max/Min Ratio = 1.73
ZONE 19
ZONE 20 ZONE 18
ZONE 17
ZONE 16
ZONE 15
M A
T C
H
L I N
E
S
T A
.0
M A T C
H
L
IN
E
S T
A .0
SHEET 2 OF 5
10 40
Feet
PHOTOMETRIC PLAN
T-10
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:54:00 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT08.DGNUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
DEBEL T JEN ROAD
S T
E P S S
T E
P S
S T
E P S
S T
E P S
E S
T
IM
A T
E D
E S
T
IM
A T
E D
S
S
S
P
P
P
C B
C B
C B
C B
C B
C B
C B
C B
T
IM
A T
E D
A
C
1.
.3
.1
E le c.
V a u lt
C o n cr e te C o n d u it
E n ca se m e n t
251 252
251 252
DE BELTJEN ROAD
ST.
THOMAS
HARBOR
.3
.8
.1
.6
.2
.9
.6
.2
.0
.6
.2
.9
.5
.9
Zone 13 Sta 249+40
Illuminance (Fc)
Average = 1.70
Maximum = 2.2
Minimum = 1.2
Avg/Min Ratio = 1.42
Max/Min Ratio = 1.83
.9
.9
.5
.0
.0
.5
.9
.4
.8
.4
.7
.4
.7
.2
.5
.6
.5
.6
.6
.8
.7
.8
.3
.8
.0
.7
.0
.9
.0
.6
.8
.9
.6
.8
.4
.7
.8
.8
.9
.5
.0
.0
.0
Zone 14 Sta 249+40
Illuminance (Fc)
Average = 1.74
Maximum = 2.3
Minimum = 1.2
Avg/Min Ratio = 1.45
Max/Min Ratio = 1.92
.6
.8
.8
.7
.8
.8
.3
.7
.7
.4
.7
.8
.4
.7
.7
.6
.7
.6
.8
.8
.5
.0
.0
.8
.1
.1
.6
.0
.0
.8
.0
.4
.8
.0
.4
.7
.8
.3
.6
.8
.5
.7
.7
.7
.8
.5
.8
.8
.8
.0
.9
.8
.0
.0
.9
.9
Zone 12 Sta 251+40
Illuminance (Fc)
Average = 1.75
Maximum = 2.1
Minimum = 1.3
Avg/Min Ratio = 1.35
Max/Min Ratio = 1.62
.8
.0
.7
.8
.9
.4
.7
.8
.6
.7
.5
.7
.7
.8
.7
.4
.7
.7
.7
Zone 10 Sta 252+50
Illuminance (Fc)
Average = 1.93
Maximum = 2.4
Minimum = 1.4
Avg/Min Ratio = 1.38
Max/Min Ratio = 1.71
.7
.5
.6
.4
.2
.4
.2
.7
.5
.2
.7
.5
.9
.7
.3
.7
Zone 9 Sta 253+45
Illuminance (Fc)
Average = 1.67
Maximum = 2.0
Minimum = 1.2
Avg/Min Ratio = 1.39
Max/Min Ratio = 1.67
.9
.0
.9
.8
.8
.8
.4
.7
.7
.6
.7
.5
.3
.8
.5
.9
.8
.5
.9
.9
.5
.0
.0
.5
.9
.8
.3
.9
.8
.9
.9
.8
.8
.8
.5
.8
.6
.3
.7
.5
.1
.7
.4
.8
.8
.6
.0
.9
.7
.0
.9
.6
.8
.3
Zone 11 Sta 251+40
Illuminance (Fc)
Average = 1.73
Maximum = 2.3
Minimum = 1.1
Avg/Min Ratio = 1.57
Max/Min Ratio = 2.09
.0
.9
.0
.6
.9
.8
.8
.7
.8
.5
.8
.5
.8
.5
.8
.0
.5
.8
.8
.8
.7
.9
.7
.8
.8
.5
.8
.6
.7
.4
.6
.4
.2
ZONE 13
ZONE 14
ZONE 11
ZONE 12
ZONE 10
ZONE 9
10 40
Feet
SHEET 3 OF 5
PHOTOMETRIC PLAN
T-11
M A
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:54:08 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT09.DGNUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
STEPS
STEPS
S T
E P
S
S T
E P
S
STEPS
STEPS
ESTIMATED
ESTIMATED
SIGN
SC
P
P
P
CB ESTIMATED
43.12
39.06
Utility P ole w/ Ligh t
(4) AC
Lines
W. to E
(3) O.H . Elec.
Lines
(4) O.H . Elec.
Lines
(7) O.H . Elec.
Lines
ST. T
HOMAS
HARBORST. T
HOMAS
HARBOR
1.7
1.8 2.1
2.0 1.9
2.0 2.2
2.1 1.92.2
2.0 2.2
2.2 2.02.0
2.2 2.3
2.2 2.12.4
2.0 2.2
2.2 2.1
1.9 2.1
2.1 2.0
1.8 2.0
2.0 2.0
1.8 2.1
2.0
1.7 1.9
2.1
2.0
2.0
2.0 2.0
1.7
1.9 1.9
1.8
1.9 1.7
1.6
1.9 1.7
1.4
1.9 2.0
1.5
1.8 1.9
1.6
1.9 1.9
1.6
1.8 1.8
1.5 1.2
Zone 10 Sta 252+50
Illuminance (Fc)
Average = 1.93
Maximum = 2.4
Minimum = 1.4
Avg/Min Ratio = 1.38
Max/Min Ratio = 1.71
Zone 9 Sta 253+45
Illuminance (Fc)
Average = 1.67
Maximum = 2.0
Minimum = 1.2
Avg/Min Ratio = 1.39
Max/Min Ratio = 1.67
1.8 1.8
1.8 1.7
1.7 1.4
1.6 1.6
1.6 1.7
1.51.6 1.4
1.3 1.21.9
1.7 1.5
1.2 2.0
1.8 1.6
1.4
1.9
Zone 7 Sta 255+45
Illuminance (Fc)
Average = 1.64
Maximum = 2.0
Minimum = 1.2
Avg/Min Ratio = 1.37
Max/Min Ratio = 1.67
1.5 1.6
1.8 1.7
1.5 1.4
1.4 1.6
1.7 1.8
1.8 1.8
2.3 1.6
1.8 1.8
1.6 1.6
1.7 1.7
1.7 1.7
1.8 2.0
2.0 1.9
1.4 1.6
1.9 2.0
2.01.6 1.6
1.6 1.7
1.91.8 1.8
1.8 1.7
1.71.8 1.9
1.8 1.7
1.8
Zone 8 Sta 253+40
Illuminance (Fc)
Average = 1.74
Maximum = 2.3
Minimum = 1.4
Avg/Min Ratio = 1.24
Max/Min Ratio = 1.64
1.6 1.8
1.7 1.6
1.4 1.3
1.4 1.5
1.6 1.7
2.4
1.8 1.9
1.8 1.8
1.7 1.6
1.6 1.8
1.9 1.8
1.7 1.7
1.7 1.6
1.3
1.8 1.9
1.8 1.8
1.7 1.8
1.8 1.9
2.1 2.0
2.1 2.1
1.9 1.8
1.6 1.5
2.0 1.9
1.8 1.8
1.8
1.8
Zone 6 Sta 255+40
Illuminance (Fc)
Average = 1.76
Maximum = 2.4
Minimum = 1.3
Avg/Min Ratio = 1.35
Max/Min Ratio = 1.85
1.9 1.9
1.8 1.7
1.8 1.8
1.8 1.9
2.0 1.9
1.8 1.6
1.6 1.7
1.8 2.0
2.0 2.0
2.0 1.9
1.9
1.7 1.6
1.6 1.4
1.3 1.4
1.6 1.8
1.8 1.9
2.0 1.9
1.8 1.8
1.71.2 1.4
1.5 1.5
1.5 1.6
Zone 5 Sta 257+40
Illuminance (Fc)
Average = 1.75
Maximum = 2.3
Minimum = 1.2
Avg/Min Ratio = 1.46
Max/Min Ratio = 1.92
1.9 2.0
1.91.8 1.6
1.6 1.7
1.8 1.7
1.7
1.9 1.9
1.7 1.5
1.3 1.3
1.4 1.5
ZONE 9
ZONE 10
ZONE 7
ZONE 8
ZONE 5
ZONE 6
SHEET 4 OF 5
10 40
Feet
PHOTOMETRIC PLAN
T-12
M A T C H L
IN
E S
T A .0
M A T
C H
L I N
E
S
T A .0
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:54:16 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\PLANLT10.DGNUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
ENGINEER OF RECORD
Marie-Elsie Dowell, P.E., No. 1235EMAY, 2017
DEBEL T JEN ROAD
S T
E P
S
CONC
ESTIMATED
ESTIMATED
SIGN
S
A
PIPE
SC
TANK
SC
P
P
P
P
P
P
P
SPILLWAY ESTIMATED
STORM PIPES
CB
HDW ESTIMATED
HDW ESTIMATED
A/C
ROCKS
ROCKS
50.32
2.77 3.66 4.68
5.16
3.81
Inlet
Inlet
Signal Box
Material Stockpile
Sidewalk
Sidewalk
.0
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
7.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
8.
EC.
WALK
9.
EC.
WALK9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
9.
EC.
WALK
.0
EC.
WALK
.0
EC.
WALK
.3
E P
.4
E P
.4
E P
.4
E P
.5
E P
8.53
CL.RD
8.39
CL.RD
8.31
CL.RD
8.18
CL.RD
8.11
CL.RD
8.02
CL.RD
7.86
CL.RD
9.13
EP
9.00
EP
8.74
EP
8.55
EP
8.00
EP
(3) O.H. Elec. Lines
Signal Box
Sidewalk
Sidewalk
257 258 259
257 259
END PROJECT
END RECONSTRUCTION
STA. 261+61.54
¡ CONST. VETERANS DR.
¡ CONST. VETERANS DR.
END CONST. VETERANS DR.END LIGHTING
STA. 261+42.00
1.6 1.5
1.8 1.8
1.9 1.9
1.7 1.5
1.8 1.8
1.8 1.9
1.8 1.8
1.9 1.8
1.7 1.8
1.9
1.6 1.8
2.0 2.0
1.8
1.4 1.6
1.7 1.7
1.8
2.3
Zone 5 Sta 257+40
Illuminance (Fc)
Average = 1.75
Maximum = 2.3
Minimum = 1.2
Avg/Min Ratio = 1.46
Max/Min Ratio = 1.92
Zone 6 Sta 255+40
Illuminance (Fc)
Average = 1.76
Maximum = 2.4
Minimum = 1.3
Avg/Min Ratio = 1.35
Max/Min Ratio = 1.85
1.9 1.8
1.6 1.7
1.7 1.5
1.5 1.6
1.4 1.3
1.3 1.5
1.7 1.8
1.8
1.1 1.4
1.7 1.9
1.9 1.8
1.8
1.4 1.6
1.8 1.9
1.8 1.8
1.8
1.5 1.6
1.6 1.6
1.6 1.8
1.9
1.2 1.4
1.7 1.9
2.0 2.0
1.4 1.9
1.7
Zone 3 Sta 259+40
Illuminance (Fc)
Average = 1.66
Maximum = 2.0
Minimum = 1.1
Avg/Min Ratio = 1.51
Max/Min Ratio = 1.82
1.8
2.0 1.9
1.8 1.7
1.8 1.8
2.0 1.9
1.8 2.0
1.6 1.9
1.8 1.7
1.7 1.7
1.8
1.9 1.8
1.8 1.8
1.7 1.6
1.7 1.7
1.6
1.9 1.6
1.5 1.5
1.4 1.5
1.7 1.7
1.9 1.9
1.8 1.9
1.9 1.7
1.7 1.5
1.4
1.2 1.4
1.5 1.6
1.5 1.5
1.5
Zone 1 Sta 261+50
Illuminance (Fc)
Average = 1.71
Maximum = 2.0
Minimum = 1.2
Avg/Min Ratio = 1.43
Max/Min Ratio = 1.67
1.1 1.4
1.4
1.4 1.5
1.6 1.7
1.9 1.9
1.6 1.4
1.3
1.6 1.4
1.3 1.4
1.6 1.8
1.8 1.8
1.9 1.9
1.8 1.7
1.6 1.7
1.8 1.9
1.8 1.8
1.9 1.8
1.7 1.6
1.7 1.8
1.9
1.7 1.8
2.0 2.1
2.0 2.0
2.0 1.9
1.8
Zone 2 Sta 261+40
Illuminance (Fc)
Average = 1.71
Maximum = 2.1
Minimum = 1.1
Avg/Min Ratio = 1.55
Max/Min Ratio = 1.91
1.8 1.5
1.8 1.8
1.7 1.6
1.4 1.3
1.7 1.7
1.6 1.6
1.7 1.7
1.7
1.7 1.8
1.9 1.8
1.6 1.5
1.6
2.0 1.9
1.8 1.7
1.5 1.3
1.1
1.8 1.6
1.5 1.5
1.5 1.5
1.6
1.7 1.8
1.8 2.0
1.9 1.7
1.9 1.9
Zone 4 Sta 257+40
Illuminance (Fc)
Average = 1.67
Maximum = 2.0
Minimum = 1.1
Avg/Min Ratio = 1.52
Max/Min Ratio = 1.82
ZONE 4
ZONE 3
ZONE 5
ZONE 6
ZONE 1
ZONE 2
SHEET 5 OF 5
10 40
Feet
PHOTOMETRIC PLAN
T-13
M A
T C
H
L I N
E
S
T A
.0
1 2
MECHANICALLY-HELD
LIGHTING
CONTACTOR-240V,
* AMP,2P-60HZ
120V COIL
SERVICE CONTROL
PANEL
RIGID GALVANIZED
STEEL CONDUIT
SAFETY SWITCH
* AMPS
MAIN MOLDED CASE CIRCUIT
BREAKER 240V, * AMP,
2P, 60HZ SERVICE RATED
(* SEE SCHEDULE FOR VALUES)
* SEE TABLE
DOOR SWITCH
SEE SCHEDULE
FOR CONTACT
AMPERAGE
00X
00X
X00
OH A
CR
CR LC
L
U
SEE NOTE 3
SEE NOTE 4
UNDERGROUND
SERVICE PULLBOX
METER HEAD 240/120V SINGLE
PHASE 3W, 100A
METER PROVIDED BY UTILITY
TOTAL LOAD (KVA):
MAIN
BREAKER
LIGHTING
PANELBOARD
BUS
DOUBLE POLE BRANCH BREAKER
FRAME TRIP
A
LOAD
CENTER
SAFETY
SWITCH
LIGHTING
CONTACTORS
(LC)
100 100 100 125
SCHEDULE
(NOTE 5)
SOLID NEUTRAL
GROUND BUS
GND BOND
GROUNDGROUND
LC LC
50 20A
CKT-A7 CKT-A8 CKT-A9
4.00A 1.93A 4.67A 1.65A 3.03A 4.00A 2.20A 4.00A
UNDERGROUND SERVICE
TO WAPA TRANSFORMER
240V SINGLE PHASE
3W ELECTRIC SERVICE
NOTE 6
CIRCUIT A7
CIRCUIT A7
CIRCUIT A8
CIRCUIT A8
CKT-A1 CKT-A2 CKT-A3 CKT-A4 CKT-A5 CKT-A6 CKT-A10
MOLDED CASE
CIRCUIT BREAKER
20AMP, 1P, 120V
SINGLE PHASE
CIRCUIT A9
CIRCUIT A9
LOAD CENTER A,
CKT-A11
SPARE
CKT-A12
SPARE
LED PANEL LIGHT
1100 LUMENS (75 WATT
EQUIVALENT)
6.84
T-14
CIRCUIT A1
CIRCUIT A1
CIRCUIT A3
CIRCUIT A3
CIRCUIT A5
CIRCUIT A5
CIRCUIT A11
CIRCUIT A11
CIRCUIT A2
CIRCUIT A2
CIRCUIT A4
CIRCUIT A4
CIRCUIT A6
CIRCUIT A6
CIRCUIT A10
CIRCUIT A10
CIRCUIT A12
CIRCUIT A12
CR
#2 AWG CONDUCTOR
I
BASE = =
I
SC =
I BASE
Z
LOAD CENTER "A"
1 PHASE TRANSFORMER
SHORT CIRCUIT CALCULATIONS
104.20 A
120V PHOTO-ELECTRIC CELL 1800VA MERCURY
WITH SURGE PROTECTION FOR 2000V PEAK.
MOUNT INSIDE ENCLOSURE NEAR WINDOW.
25 kVA
12 CIRCUITS, 240V,
* AMP, 2P, SURFACE
MOUNTED LIGHTING
PANELBOARD WITH BOLT
ON BRANCH BREAKERS AS
SHOWN IN SCHEDULE.
Z = 2.00%
5,210 A= 0.02
104.20 A
NOTE:
UTILITY TRANSFORMER KVA AND IMPEDANCE (%Z) ARE UNAVAILIBLE.
TRANSFORMER %Z IS ESTIMATED. CONTRACTOR TO VERIFY
UTILITY TRANSFORMER KVA AND %Z AND SIZE EQUIPMENT
MINIMUM SHORT CIRCUIT CAPACITY ACCORDINGLY
LIGHTING LOAD CENTER DETAILS
NOTES:
1. ALL SAFETY SWITCHES AND MAIN CIRCUIT BREAKERS SHALL HAVE SHORT CIRCUIT CAPACITY OF
22,000 AMPS.
2. ALL BRANCH CIRCUIT BREAKERS SHALL HAVE A MINIMUM SHORT CIRCUIT CAPACITY OF 18,000 AMPS.
3. THE ELECTRICAL SERVICE DROP CONDUCTORS WILL BE PROVIDED, SIZED AND INSTALLED BY
ELECTRICAL UTILITY COMPANY (WAPA).
4. SINCE UTILITY SERVICE DROP CONDUCTORS ARE ALUMINUM, CONTRACTOR SHALL USE A TIN PLATED
MECHANICAL CONNECTOR UL APPROVED FOR COPPER TO ALUMINUM SPLICES.
5. INSTALL A MINIMUM OF TWO 5/8 INCH DIAMETER COPPER CLAD STEEL GROUND RODS 20 FEET LONG
IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (NEC) INCLUDING MAXIMUM RESISTANCE CRITERIA.
GROUND WIRE SHALL BE INSTALLED IN AND BONDED TO 2 INCH DIAMETER HOT-DIPPED GALVANIZED
RIGID STEEL CONDUIT, AND BONDED TO THE NEUTRAL.
6. HAND-OFF-AUTO (HOA) SWITCH CONTACTS SYMBOL "X" DENOTES A CLOSED CONTACT, "O" DENOTES AN OPEN
CONTACT FOR THE CORRESPONDING SELECTOR SWITCH POSITION.
7. FOR POLE MOUNTED PANELS PLACE SURGE PROTECTION DEVICE (SPD) ON BOTTOM.
8. USE SOLID CRIMP CONNECTOR REDUCER FOR CONDUCTORS LARGER THAN No. 8 AWG TO PROVIDE PROPER
TERMINATIONS TO 30A CIRCUIT BREAKER TERMINALS. USE BURNDY YE/AYP OR EQUAL.
9. MAINTAIN ISOLATION OF NEUTRALS AND GROUNDS ON LOAD SIDE OF SERVICE EXCEPT AT THE SERVICE
DISCONNECT CIRCUIT BREAKERS.
20A 20A 20A 20A 20A 20A 20A 20A 20A 20A 20A
(NOTE 5)
COPPER GROUND
SURGE
PROTECTION
DEVICE (SPD)
2000 V PEAK
(NOTE 7)
#10 AWG. CONDUCTOR
(TYPICAL FOR SECONDARY SIDE
OF CONTROL TRANSFORMER)
120V, 3W, 20A GROUND FAULT CIRCUIT
INTERRUPTER RECEPTACLE (GFCI TYPE)
1.53A 1.49A
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:54:21 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\SRPTLT01.dgnUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
N.T.S.
24" MIN
PULL BOX DETAILS
STREET
LI
GHTI
NG
OR BURNDY GRC.
TO BURNDY GAR644C
GROUND CLAMP EQUAL
#6
PULL SLOT
4" (102 mm)
" (13 mm) x 2
#6
GROUND ROD
COPPERCLAD STEEL
" x 20'-0" 8
GROUND TO POLE BASE
SUPPLEMENTAL #6
OF PULLBOX.
W/ WASHER (2)
HEX HEAD BOLT
STAINLESS STEEL
3/8-16 UNC
SAND
4" CONC. SLAB
PROPOSED BASE
COMPACT TO 98% MAX DENSITY.
APPROVED BY ENGINEER.
BACKFILL WITH SUITABLE MATERIAL
SAND
6" MIN
3"
3"
SAND
PROPOSED BASE
98% MAX DENSITY.
ENGINEER.COMPACT TO
MATERIAL APPROVED BY
BACKFILL WITH SUITABLE
SAND
N.T.S. N.T.S.
6" MIN
3"
3"
6"
3"
3"
SAND
EXISTING ROADWAY BASE
EXISTING ASPHALTIC CONCRETE ROADWAY
BASE COURSE & SURFACE COURSE
TO BE REPLACED WITH TYPE S-1
ASPHALTIC CONCRETE (COMPACTED) *
FULL LANE WIDTH
6" MIN
SAND
N.T.S.
N.T.S.
3"
3"
/4
(2 m m
15-1/2" (252 m m m m
(6 m m
(252 m m
15-1/2"
12"
(299 m m
11 3/4"
(5 m m
-1 /4
TRENCH DETAIL (DRIVEWAY)TRENCH DETAIL (SIDEWALK) TRENCH DETAIL (SWALE)
PULL BOX DETAIL
TRENCH DETAIL (ROAD)
CABLE TO GROUND ROD DETAIL
N.T.S.
T-15
CALDWELD MOLD
24" MIN
BE ABLE TO PASS A ONE INCH SIEVE,
APPROVED BY ENGINEER, AND SHALL
BACKFILL WITH SUITABLE MATERIAL
24" MIN 24" MIN
CONDUCTORS AS SHOWN IN PLANS
CONDUIT.
AS SHOWN IN PLANS
CONDUIT. CONDUCTORS
AS SHOWN IN PLANS
CONDUIT. CONDUCTORS
CONTROL DEVICES".
STANDARDS FOR THE MINIMUM SPECIFICATION FOR TRAFFIC
SEE "TRAFFIC CONTROL EQUIPMENT SPECIFICATIONS AND
THE AREA OF CUT TO ADJACENT ROADWAY ELEVATION.
PERIOD, THE CONTRACTOR WILL BE REQUIRED TO RESTORE
SETTLEMENT OCCURS DURING THE ONE YEAR GUARANTEE
IF IN THE OPINION OF THE ENGINEER, A MAXIMUM OF 2 INCH*
DEPARTMENT OF PUBLIC WORKSBRINCKERHOFF
MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 6/5/2017 4:25:25 PM T:\Projects\173908_VeteransDr\lighting\phase_1\LUDTLT01.dgnJavier
DESIGNED
DRAWN
CHECKED
DATE
MIAMI, FL 33126 Ph. (305) 261-4785
7300 CORPORATE CENTER DRIVE SUITE 700
R E V I S I O N S
DESCRIPTIONDATE BY
ST THOMASRTE 30
ROAD NO. COUNTY FP ID NO.
Marie-Elsie Dowell, P.E., No. 1235-E
MAY, 2017
DPC-34(1)
120/240V SINGLE PHASE 3-WIRE UNDERGROUND SERVICE
CONNECTION, BY POWER COMPANY.
STAINLESS STEEL NEMA 4X
KEY NOTES:
LIGHTING LOAD CENTER
SCHEMATIC DETAILS FOR DISTRIBUTION POINT "A"
LIGHTING LOAD CENTER "A"
T-16
GENERAL NOTE:
ALL ELECTRICAL EQUIPMENT INCLUDING SERVICE, MAIN CIRCUIT BREAKER, LIGHTING
LOAD CENTER, POWER TRANSFORMER, LIGHTING CONTACTOR SHALL
BE PROVIDED WITH A MINIMUM OF 75° C TERMINAL LUG CONNECTORS.
TWO COPPER CLAD GROUND ROD 5/8 " DIA., 20 FEET LONG, PLACED
IN GROUND WELLS, IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (NEC).
PRESTRESSED CONCRETE POLE, 12 FEET HIGH TO SUPPORT ELECTRICAL
FDOT POLE TYPE P-II SEE SHEET T-20.
SERVICE CENTER DETAILS
#2 INSULATED COPPER GROUND WIRE IN 3/4 " RIGID GALVANIZED STEEL CONDUIT.
BOND THE SERVICE NEUTRAL TO GROUND. BOND GROUND CONDUCTOR TO CONDUIT.
ELEVATIONSECTION A-A
PLAN
A
A
M
X
X
CONDUIT
CAP
TO POLE #51
PULLBOX
TO BOLLARD #62
PULLBOX
TO POLE #52
PULLBOX
GROUND LEVEL
PAD MOUNTED
SERVICE TRANSFORMER
BY UTILITY
8" THICK X 5’-6" X 4’-6" CONCRETE PAD SET AT PROPOSED
GROUND ELEVATION. CONCRETE PAD SHALL BE LEVEL.
SEE LIGHTING FOUNDATION DETAILS SHEET T-19.
TO POLE #51 PULLBOX
TO POLE #52 PULLBOX
TO BOLLARD #62 PULLBOX
SURGE SUPPRESSOR
METER SOCKET TO MEET POWER COMPANY REQUIREMENTS
BY CONTRACTOR. METER BY POWER COMPANY.
SERVICE MAIN SAFETY SWITCH WITH EXTERNAL HANDLE - 240 VOLT,
MINIMUM 22,000 AIC, 2 POLE, SOLID NEUTRAL, STAINLESS STEEL TYPE 316
NEMA 4X ENCLOSED CIRCUIT BREAKER RATED FOR SERVICE ENTRANCE.
BOND NEUTRAL TO GROUND.
LIGHTING LOAD CENTER STAINLESS STEEL NEMA 4X ENCLOSURE.
DIMENSIONS AS NECESSARY FOR EQUIPMENT INSIDE. ALL WIRING
BETWEEN ENCLOSURES SHALL BE IN RIGID HOT DIPPED GALVANIZED
STEEL CONDUIT (RGSC). USING UL LISTED HUB ISOLATED FOR
DISSIMILAR METALS BUT ELECTRICALLY BONDED INSIDE.
PHOTO ELECTRIC CELL, 120 V RATED, MOUNTED INSIDE
SEE T-17 FOR DETAIL AND T-14 FOR ADDITIONAL REQUIREMENTS.
2 INCH RIGID HOT DIPPED GALVANIZED STEEL
CONDUIT ABOVE GROUND AND TO LOAD CENTER
PANEL BOARD, 240V, SINGLE PHASE, 3-WIRE WITH GROUND BUS
IN NEMA 1 ENCLOSURE, MOUNTED INSIDE LOAD CENTER ENCLOSURE
WITH 2-POLE, MINIMUM 18,000 AIC BRANCH CIRCUIT BREAKERS.
NUMBER AND RATING OF BRANCH CIRCUIT BREAKERS SHALL BE
AS INDICATED ON DISTRIBUTION POINT. SEE T-14 FOR ADDITIONAL
REQUIREMENTS.
UNDERGROUND FEEDER SIZE IN 2 INCH SCHEDULE 40 PVC CONDUIT.
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:54:31 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\SRPTLT02.dgnUSER: PerezR
DESIGNED
DRAWN
CHECKED
DATE
R E V I S I O N S
DPC-34(1)
7650 CORPORATE CENTER DRIVE, SUITE 300
MIAMI, FL 33126 Ph. (305) 514-3100
FRONT VIEW SECTION Y-Y SIDE VIEW
REMOVABLE
CENTER POST
PADLOCKING
HANDLE
CLEAR
SPACE
AVAILABLE
CONTINOUS
HINGE
PANEL SUPPORT
ALL UNITS ARE MEASURED IN INCHES.
LIGHT BRACKET
(UNISTRUT CHANNEL)4.8
0.9
2.0
0.9
3.3
4.8 1.50
2.4
2.0
1.501.9 0.7
1.9 0.7
1.9
0.8 1.25
1.7 1.7
3.50
3.0
49.7
23.1 23.1
60.1 58.7 57.14
15.0
44.0
56.0
12.1
12.1
45.0
1.8 1.9
0.8
20.9 20.9
BACK PANEL
T-17
SIDE OR BACK OF
ENCLOSURE
Y
Y
PROVIDE A 2 INCH DIAMETER FACTORY INSTALLED WINDOW
IN THE SIDE OF THE LOAD CENTER OR LIGHTING CONTROL
PANEL ENCLOSURE FOR THE OPERATION AND MOUNTING
OF THE P.E. CELL. USE PLEXIGLASS FLANGE, SEALANT TO
MAINTAIN NEMA 4X RATING. INSTALL P.E. CELL
P.E. CELL
LOAD CENTER
ENCLOSURE DETAILS
SPECIFICATIONS:
1. MINIMUM 14 GAUGE TYPE 316 STAINLESS STEEL BODIES AND DOORS.
2. CONTINUOUS WELDED SEAMS GROUND SMOOTH.
3. HEAVY GAUGE CONTINUOUS HINGES TO SECURE DOORS.
4. HEAVY DUTY 3-POINT PADLOCKING HANDLES ON ALL DOORS.
5. PRINT POCKET AND PANEL SUPPORTS.
6. 15-INCH FLOOR STANDS WELDED TO ENCLOSURE.
7. DOORS WITH CLOSED CELL NEOPRENE GASKET.
8. HEAVY DUTY LIFTING EYES AND PROVISIONS FOR FLUORESCENT LIGHTING.
9. GROUNDING PROVISIONS.
10.STAINLESS STEEL ENCLOSURES ARE UNPAINTED. EXTERNAL SURFACES HAVE A BRUSHED FINISH.
PROVIDE PAINTED, CONDUCTIVE WHITE BACK-PANELS FOR MOUNTING COMPONENTS.
11. UL 508 LISTED.
PHOTO ELECTRIC (P.E.) CELL DETAIL
MODEL NAME = DefaultPEN TABLE = T:\Sys\Projects\Veterans Drive\2015 CADD Files Phase 2\Lighting\eng-data\EDI.tblPLOT DRIVER = T:\Standards\Clients\FL_DOT\FDOTSS2\RESOURCES\plot\FDOTPDF.pltcfg 5/11/2017 10:54:35 AM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\lighting\phase 1\SRPTLT03.dgnUSER: PerezR
DESIGN…
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