DEPARTMENT OF TRANSPORTATION - I-4 Beyond · 2018-05-21 · certificate of authorization: 8115...
Transcript of DEPARTMENT OF TRANSPORTATION - I-4 Beyond · 2018-05-21 · certificate of authorization: 8115...
(I-4)
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STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
jason.vincent
FINANCIAL PROJECT ID 441113-1-52-01
ORANGE COUNTY (75280)
(FEDERAL FUNDS)
STATE ROAD NO. 400
NO.
SHEET
YEAR
FISCAL
L-1 21
CONTRACT NO.
CONSTRUCTION
TBD
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.
Kevin Moss, PE
FDOT PROJECT MANAGER:
INDEX OF LIGHTING PLANS
ENGINEER OF RECORD:
LIGHTING PLANS
2:26:19 PM C:\Users\jason.vincent\Desktop\DCP_D5\dwg\KEYSLT01_ORANGE.DGN5/14/2018
Certificate of Authorization No. 8115
T 407.843.6552 F 407.839.1789
Orlando, FL. 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
P.E. NO.: 50764
ALEX MOUSADI, P.E.
LIGHTING PLANS
PROJECT LAYOUT
POLE DATA
LEGEND
GENERAL NOTES
TABULATION OF QUANTITIES
SIGNATURE SHEET
NOTES TO REVIEWERS
KEY SHEET
MAY 2018
PHASE II SUBMITTAL
L-12 - L-26
L-9 - L-11
L-7 - L-8
L-6
L-5
L-3 - L-4
L-2
L-1A
L-1
LOCATION OF PROJECT
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5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\GNNTLT01_ORANGE.DGN2:26:20 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-1A
NOTES TO REVIEWERS
NOTES TO REVIEWERS
1. VOLTAGE DROP CALCULATIONS TO BE PROVIDED UPON FINAL COORDINATION WITH POWER COMPANY.
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5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\SIGNLT01.DGN2:26:20 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-2
SIGNATURE SHEET
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SHEET NO. SHEET DESCRIPTION
SIGNED AND SEALED BY:THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.THE SIGNATURE MUST BE VERIFIEDNOT CONSIDERED SIGNED AND SEALED.PRINTED COPIES OF THIS DOCUMENT ARE
STATE OF
� � �
No 50764
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DASUOM SIXEL
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LIGHTING PLANS
ALEXIS MOUSADI, P.E. NO. 50764
CERTIFICATE OF AUTHORIZATION: 8115
ORLANDO, FL 32801
150 NORTH ORANGE AVENUE, SUITE 200
AECOM Technical Services, Inc.
LIGHTING PLANSL-12 - L-26 PROJECT LAYOUTL-9 - L-11 POLE DATAL-7 - L-8 LEGENDL-6GENERAL NOTESL-5 TABULATION OF QUANTITIESL-3 - L-4 SIGNATURE SHEETL-2NOTES TO REVIEWERSL-1AKEY SHEETL-1
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5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\TABQLT01.dgn2:26:21 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-3 TABULATION OF QUANTITIES
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5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\TABQLT01.dgn2:26:25 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
TABULATION OF QUANTITIES
L-4
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5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\GNNTLT02.dgn2:26:30 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
GENERAL NOTES
L-5
SYSTEMS TO BE REMOVED INCLUDING CONDUITS, CONDUCTORS AND LIGHTING STANDARDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL EXISTING LIGHTING 6.
BOTTOM OF THE LUMINAIRE HOUSING VERTICALLY TO PAVEMENT GRADE.
PRIOR TO THE SUBMISSION OF SHOP DRAWINGS. MOUNTING HEIGHTS ARE DETERMINED FROM THE
ACHIEVE THE PROPER MOUNTING HEIGHT FOR EACH LUMINAIRE. THIS VERIFICATION SHALL OCCUR
VERIFY POLE LENGTHS REQUIRED PER THE ROADWAY CROSS SECTIONS AND OFFSETS IN ORDER TO 5.
PRECAUTIONS AS NECESSARY.
CONTRACTOR TO COVER UP ENERGIZED CONDUCTORS AT INSTALLATION SITE OR TAKE OTHER SAFETY
ENERGIZED ELECTRICAL CONDUCTORS. POWER COMPANY, AT THEIR OPTION, SHALL ASSIST ROADWAY
NOTIFY POWER COMPANY AT LEAST 48 HOURS PRIOR TO ANY INSTALLATION THAT IS WITHIN 10 FEET OF 4.
CLEAR ZONE AREAS FOR OVERHEAD ELECTRIC LINES.
HIGH VOLTAGE COMPONENTS. NO ROADWAY LIGHTING FACILITIES SHALL BE PLACED WITHIN THE OSHA
EXTREME CAUTION SHALL BE EXERCISED AT ALL TIMES IN PERFORMANCE OF WORK AROUND THE PRIMARY 3.
AND EXISTING UTILITY LOCATIONS.
DIAGRAMMATIC ONLY AND MAY BE SHIFTED BY THE CONTRACTOR TO ACCOMMODATE LOCAL CONDITIONS
THE LOCATION OF THE POLES, CONDUCTORS, CONDUITS, JUNCTION BOXES AND SERVICE POLES ARE 2.
LIGHT POLE FOUNDATION LOCATION TO VERIFY NO UTILITY CONFLICTS.
UTILITIES ARE TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE ENGINEER. HAND DIG FIRST 4' AT EACH
COMPANY OWNER(S) AND REQUEST THEM TO LOCATE AND STAKE THEIR UNDERGROUND FACILITIES.
TO THE CONTRACTOR THAT UNDERGROUND UTILITIES EXIST. BEFORE EXCAVATING NOTIFY THE UTILITY
THE INFORMATION FURNISHED TO THE ENGINEER BY THE UTILITY OWNER(S) AND ARE SHOWN AS NOTICE
THE LOCATIONS OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, ARE APPROXIMATE AND BASED ON 1.
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5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\GNNTLT02.dgn2:26:30 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
LEGEND
L-6
CONVENTIONAL LIGHTING DESIGN CRITERIA
SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION
LEGENDLEGEND
2.3 V.F.C.Average Initial Intensity (Intersection)
3.0 H.F.C. Average Initial Intensity (Intersection)
140 MPHWind Speed (Orange County)
0.3:1 OR LESSVeiling Luminance Ratio
10:1 OR LESSUniformity Ratio Max./Min.
4:1 OR LESSUniformity Ratio Avg./Min.
1.5 H.F.C.Average Initial Intensity (Roadway)
W4LED-30C-1000-40K-T3M-480, WIRED FOR 480V OPERATION, 104W, WALL MOUNT.
PIER CAP MOUNTED UNDERDECK LUMINAIRE - LED WALL PACK, HOLOPHANE CATALOG NUMBER
SIZES AND LOCATION.
JUNCTION BOX SURFACE MOUNTED ON BRIDGE STRUCTURE, TYPE RGS MATERIAL. SEE PLANS FOR
CONDUIT (BRIDGE MOUNT).
BRIDGE MOUNTED EMBEDDED JUNCTION/PULLBOXES SHALL BE INCINDENTAL TO PAY ITEM 630-2-15,
JUNCTION BOX EMBEDDED IN WALL (TRAFFIC RAILING BARRIER) OR BRIDGE TRAFFIC RAILING BARRIER.
COMPLETION OF THE PROJECT.
ON PLANS, AT BOTH ENDS OF CONDUIT AT ROADWAY CROSSINGS AND ELSEWHERE AS NECESSARY FOR THE
" X 20 FT. GROUND ROD. PROVIDE PULL BOXES WHERE SHOWN 85PULL BOX WITH CONCRETE PAD AND A
APPURTENANCES ARE INCIDENTAL TO THE LOAD CENTER.
CONDUIT AND CONDUCTORS, DISCONNECT SWITCH, ALL UTILITY COMPANY FEES AND MISCELLANEOUS
AS DETAILED ON LOAD CENTER DETAIL SHEETS. THE LOAD CENTER, CONCRETE PAD, SERVICE LATERAL
SERVICE DROP/LATERAL, FUSED DISCONNECT SWITCH, GROUND ROD AND MISCELLANEOUS APPURTENANCES
SERVICE POINT LOAD CENTER. SEE F.D.O.T. INDEX 17504. PROVIDE LOAD CENTER, CONCRETE PAD,
CONDUIT W/ OTHER CONDUCTORS.
COPPER. GROUND CONDUCTORS SHALL HAVE GREEN COLOR INSULATION. RUN GROUND CONDUCTORS INSIDE
MOUNT CONTAINING CIRCUIT CONDUCTORS AS INDICATED ON PLANS. ALL CONDUCTORS SHALL BE STANDARD
RIGID GALVANIZED STEEL (RGS) CONDUIT 1" OR SIZE AS SPECIFIED IN THE PLANS, EXPOSED SURFACE
CONDUCTORS INSIDE ACTIVE CONDUIT WITH OTHER CONDUCTORS.
SHALL BE STRANDED COPPER. GROUND CONDUCTORS SHALL HAVE GREEN COLOR INSULATION. RUN GROUND
BOXES. THE ACTIVE CONDUIT SHALL CONTAIN CONDUCTORS AS INDICATED ON PLANS. ALL CONDUCTORS
ROADWAY. EXTEND CONDUITS BEYOND EDGE OF PAVEMENT (BOTH SIDES) AND TERMINATE IN PULL
TWO (2) 2" SCHEDULE 40 PVC CONDUITS, ONE ACTIVE AND ONE SPARE, DIRECT BURIED UNDER EXISTING
GREEN COLOR INSULATION. RUN GROUND CONDUCTORS INSIDE CONDUIT WITH OTHER CONDUCTORS.
CONDUCTORS SHALL BE STRANDED COPPER. GROUND CONDUCTORS SHALL HAVE
RAILING BARRIER AND IN BRIDGE DECK, CONTAINING CIRCUIT CONDUCTORS AS INDICATED ON PLANS. ALL
THREE (3) 2" SCHEDULE 80 PVC CONDUIT, EMBEDDED IN WALL (TRAFFIC RAILING BARRIER), BRIDGE TRAFFIC
WITH OTHER CONDUCTORS.
GROUND CONDUCTORS SHALL HAVE GREEN COLOR INSULATION. RUN GROUND CONDUCTORS INSIDE CONDUIT
CIRCUIT CONDUCTORS AS INDICATED ON PLANS. ALL CONDUCTORS SHALL BE STRANDED COPPER,
2" SCHEDULE 40 PVC CONDUIT, UNLESS OTHERWISE NOTED ON PLANS, DIRECT BURIED, CONTAINING
EXISTING LIGHTING CONDUIT AND CONDUCTORS TO REMAIN UNLESS OTHERWISE NOTED.
EXISTING PIER CAP UNDERDECK LUMINAIRE TO REMAIN UNLESS OTHERWISE NOTED.
EXISTING ROADWAY LIGHTING LOAD CENTER TO REMAIN UNLESS OTHERWISE NOTED.
EXISTING LIGHT POLE AND LUMINAIRE TO BE REMOVED.
EXISTING LIGHT POLE AND LUMINAIRE TO REMAIN.
GROUNDING SHALL BE AS FDOT STANDARD INDEX.
SYSTEM (PAID FOR SEPARATELY) ALUMINUM POLE WITH INTERNAL VIBRATION DAMPERS, PULL BOX, AND
480 VOLT OPERATION, 388 WATT, MOUNTING HEIGHT 45', SYMBOL INCLUDES POLE CABLE DISTRIBUTION
LUMINAIRES DESIGNED FOR TYPE IV OPTICS, AMERICAN ELECTRIC CATALOG NUMBER ATB2-80BLEDE15-480-R4,
SINGLE ARM LIGHTING STANDARD ALUMINUM POLE, WALL MOUNT, IDENTIFICATION TAG AND LED
CONCRETE FOUNDATION, PULL BOX, CONCRETE PAD, AND GROUNDING SHALL BE AS FDOT STANDARD INDEX.
POLE CABLE DISTRIBUTION SYSTEM (PAID FOR SEPARATELY) ALUMINUM POLE WITH FRANGIBLE BASE,
ATB2-80BLEDE15-480-R4, 480 VOLT OPERATION, 388 WATT, MOUNTING HEIGHT 40', SYMBOL INCLUDES
TAG AND LED LUMINAIRES DESIGNED FOR TYPE IV OPTICS, AMERICAN ELECTRIC CATALOG NUMBER
SINGLE ARM LIGHTING STANDARD ALUMINUM POLE, MAST ARM MOUNT, IDENTIFICATION
GROUNDING SHALL BE AS FDOT STANDARD INDEX.
SYSTEM (PAID FOR SEPARATELY) ALUMINUM POLE WITH INTERNAL VIBRATION DAMPERS, PULL BOX, AND
480 VOLT OPERATION, 260 WATT, MOUNTING HEIGHT 40', SYMBOL INCLUDES POLE CABLE DISTRIBUTION
LUMINAIRES DESIGNED FOR TYPE III OPTICS, AMERICAN ELECTRIC CATALOG NUMBER ATB2-60BLEDE13-480-R3,
SINGLE ARM LIGHTING STANDARD ALUMINUM POLE, WALL MOUNT, IDENTIFICATION TAG AND LED
INDEX. REFER TO POLE DATA TABLE FOR MORE INFORMATION.
POLE WITH INTERNAL VIBRATION DAMPERS, PULL BOX, AND GROUNDING SHALL BE AS FDOT STANDARD
HEIGHT 40', SYMBOL INCLUDES POLE CABLE DISTRIBUTION SYSTEM (PAID FOR SEPARATELY) ALUMINUM
ATB2-80BLEDE13-480-R4 480 VOLT OPERATION, 388 WATT, MOUNTING
LUMINAIRES DESIGNED FOR TYPE III/IV OPTICS, AMERICAN ELECTRIC CATALOG NUMBER
SINGLE ARM LIGHTING STANDARD ALUMINUM POLE, BRIDGE MOUNT, IDENTIFICATION TAG AND LED
INDEX. REFER TO POLE DATA TABLE FOR MORE INFORMATION.
POLE WITH INTERNAL VIBRATION DAMPERS, PULL BOX, AND GROUNDING SHALL BE AS FDOT STANDARD
HEIGHT 40', SYMBOL INCLUDES POLE CABLE DISTRIBUTION SYSTEM (PAID FOR SEPARATELY) ALUMINUM
ATB2-60BLEDE13-480-R3, 480 VOLT OPERATION, 260 WATT, MOUNTING
LUMINAIRES DESIGNED FOR TYPE III/IV OPTICS, AMERICAN ELECTRIC CATALOG NUMBER
SINGLE ARM LIGHTING STANDARD ALUMINUM POLE, BRIDGE MOUNT, IDENTIFICATION TAG AND LED
PULL BOX, CONCRETE PAD, AND GROUNDING SHALL BE AS FDOT STANDARD INDEX.
SYSTEM (PAID FOR SEPARATELY) ALUMINUM POLE WITH FRANGIBLE BASE, CONCRETE FOUNDATION,
480 VOLT OPERATION, 388 WATT, MOUNTING HEIGHT 45', SYMBOL INCLUDES POLE CABLE DISTRIBUTION
LUMINAIRES DESIGNED FOR TYPE IV OPTICS, AMERICAN ELECTRIC CATALOG NUMBER ATB2-80BLEDE15-480-R4,
SINGLE ARM LIGHTING STANDARD ALUMINUM POLE, SHOULDER MOUNT, IDENTIFICATION TAG AND LED
FOUNDATION, PULL BOX, CONCRETE PAD, AND GROUNDING SHALL BE AS FDOT STANDARD INDEX.
CABLE DISTRIBUTION SYSTEM (PAID FOR SEPARATELY) ALUMINUM POLE WITH FRANGIBLE BASE, CONCRETE
ATB2-60BLEDE13-480-R3, 480 VOLT OPERATION, 260 WATT, MOUNTING HEIGHT 40', SYMBOL INCLUDES POLE
AND LED LUMINAIRES DESIGNED FOR TYPE III OPTICS, AMERICAN ELECTRIC CATALOG NUMBER
SINGLE ARM LIGHTING STANDARD ALUMINUM POLE, SHOULDER MOUNT, IDENTIFICATION TAG
CONCRETE FOUNDATION, PULL BOX, CONCRETE PAD, AND GROUNDING SHALL BE AS FDOT STANDARD INDEX.
POLE CABLE DISTRIBUTION SYSTEM (PAID FOR SEPARATELY) ALUMINUM POLE WITH FRANGIBLE BASE,
ATB2-80BLEDE15-480-R4, 480 VOLT OPERATION, 388 WATT, MOUNTING HEIGHT 40', SYMBOL INCLUDES
AND LED LUMINAIRES DESIGNED FOR TYPE IV OPTICS, AMERICAN ELECTRIC CATALOG NUMBER
SINGLE ARM/DOUBLE ARM LIGHTING STANDARD ALUMINUM POLE, SHOULDER MOUNT, IDENTIFICATION TAG
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441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
POLE DATA (1) L-7
AFFECT A SIDE SLOPE, USE THE APPROPRIATE FOUNDATION FOR THE ACTUAL CONDITION.
FOUNDATIONS SHALL BE DESIGNED PER INDEX 17515. IF FIELD CONDITION CHANGES DURING CONSTRUCTION
ALL POLES LOCATED ON SLOPES GREATER THAN 1:4 UP TO 1:2 HAVE BEEN FLAGGED ON THE POLE DATA SHEETS. 1.
NO.
POLECIRCUIT STATION POLE SETBACK ALIGNMENT
WATTAGE
LUMINAIRE
(FT)
HEIGHT
MOUNTING
(FT)
LENGHT
ARM
TILT PAY ITEM NOTE
48 681+52 112.8 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
49 681+52 106.8 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
50 683+41 112.7 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
51 683+36 101.5 BL SURVEY SR 400 (I-4) 2-388 40 2-15 0 715-4-13
52 685+01 112.5 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
53 692+45 118.9 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
54 694+36 108.9 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
55 696+26 100.9 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
100 47-A4 501+30 11.9 BL RAMP IB_DCP 388 45 15 0 715-4-14
101 504+46 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
102 505+85 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
103 507+24 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
104 508+64 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
105 510+04 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
106 511+38 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
107 512+78 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
108 514+20 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
109 514+36 WALL MOUNT BL RAMP IB_DCP 260 40 12 0 715-513-140
200 601+17 WALL MOUNT BL RAMP IC_DCP 260 40 12 0 715-513-140
201 601+14 WALL MOUNT BL RAMP IC_DCP 260 40 12 0 715-513-140
202 602+57 WALL MOUNT BL RAMP IC_DCP 260 40 12 0 715-513-140
203 603+97 WALL MOUNT BL RAMP IC_DCP 260 40 12 0 715-513-140
204 605+37 BRIDGE MOUNT BL RAMP IC_DCP 260 40 12 0 715-515-140
205 606+77 BRIDGE MOUNT BL RAMP IC_DCP 260 40 12 0 715-515-140
206 608+17 BRIDGE MOUNT BL RAMP IC_DCP 260 40 12 0 715-515-140
207 609+57 BRIDGE MOUNT BL RAMP IC_DCP 260 40 12 0 715-515-140
208 610+97 WALL MOUNT BL RAMP IC_DCP 260 40 12 0 715-513-140
209 612+37 WALL MOUNT BL RAMP IC_DCP 260 40 12 0 715-513-140
210 613+78 WALL MOUNT BL RAMP IC_DCP 260 40 12 0 715-513-140
211 615+19 15.0 BL RAMP IC_DCP 260 40 12 0 715-4-13
212 616+59 14.7 BL RAMP IC_DCP 260 40 12 0 715-4-13
213 618+00 16.7 BL RAMP IC_DCP 388 40 15 0 715-4-13
214 619+77 18.8 BL RAMP IC_DCP 388 40 15 0 715-4-13
215 621+58 18.5 BL RAMP IC_DCP 388 40 15 0 715-4-13
216 623+43 18.4 BL RAMP IC_DCP 388 40 15 0 715-4-13
300 701+27 WALL MOUNT BL RAMP D_DCP 260 40 12 0 715-513-140
301 702+43 WALL MOUNT BL RAMP D_DCP 260 40 12 0 715-513-140
302 703+91 WALL MOUNT BL RAMP D_DCP 260 40 12 0 715-513-140
303 705+38 WALL MOUNT BL RAMP D_DCP 260 40 12 0 715-513-140
304 706+61 WALL MOUNT BL RAMP D_DCP 260 40 12 0 715-513-140
305 708+10 WALL MOUNT BL RAMP D_DCP 260 40 12 0 715-513-140
306 709+50 WALL MOUNT BL RAMP D_DCP 260 40 12 0 715-513-140
400 105+77 9.5 BL RAMP ISLIP1 388 40 15 0 715-4-13
401 107+28 9.3 BL RAMP ISLIP1 388 40 15 0 715-4-13
402 108+80 9.5 BL RAMP ISLIP1 388 40 15 0 715-4-13
403 110+24 10.9 BL RAMP ISLIP1 2-388 40 2-15 0 715-4-13
NO.
POLECIRCUIT STATION POLE SETBACK ALIGNMENT
WATTAGE
LUMINAIRE
(FT)
HEIGHT
MOUNTING
(FT)
LENGHT
ARM
TILT PAY ITEM NOTE
1 682-4-03 555+46 BRIDGE MOUNT BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 EXIST STA
2 682-4-04 557+81 110.7 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 EXIST STA
3 682-4-05 559+83 108.9 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 EXIST STA
4 682-4-06 561+90 106.8 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 EXIST STA
5 682-4-07 563+95 102.9 BL SURVEY SR 400 (I-4) 2-388 40 2-15 0 715-515-140 EXIST STA
6 682-1-04 565+93 120.2 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 EXIST STA
7 682-1-05 567+97 107.9 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 EXIST STA
8 682-1-06 569+69 109.0 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 NEW LOCATION
9 682-1-07 571+59 109.6 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 NEW LOCATION
10 682-1-08 573+49 109.5 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 NEW LOCATION
11 682-1-09 575+38 110.1 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 NEW LOCATION
12 682-1-10 577+27 110.7 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 NEW LOCATION
13 682-1-11 579+17 110.7 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 NEW LOCATION
14 682-1-12 581+07 113.9 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 NEW LOCATION
15 682-1-13 582+60 109.4 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13 NEW LOCATION
16 37-A4 621+19 104.1 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
17 39-A4 623+15 107.8 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
18 41-A4 625+00 106.6 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
19 43-A4 626+96 110.3 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
20 45-A4 628+88 121.7 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
21 49-A4 632+47 100.1 BL SURVEY SR 400 (I-4) 2-388 40 2-15 0 715-4-13 (OLD POLE NO. 47-A4)
22 638+47 104.8 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
23 640+28 108.0 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
24 642+14 109.2 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
25 643+99 107.8 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
26 645+93 108.3 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
27 647+80 108.1 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
28 649+66 115.2 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
29 657+15 99.5 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
30 659+11 98.6 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
31 661+06 97.8 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
32 662+86 105.4 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
33 664+61 109.5 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
34 666+40 107.3 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
35 668+26 108.0 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
36 670+16 111.6 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
37 670+16 108.6 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
38 672+06 113.7 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
39 672+05 108.9 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
40 673+97 113.8 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
41 673+96 106.5 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
42 675+86 113.7 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
43 675+85 106.3 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
44 677+74 113.3 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
45 677+74 107.1 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
46 679+63 113.5 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
47 679+62 106.5 BL SURVEY SR 400 (I-4) 388 40 15 0 715-4-13
PR
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5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLDTLT01.dgn2:37:09 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
POLE DATA (2) L-8
AFFECT A SIDE SLOPE, USE THE APPROPRIATE FOUNDATION FOR THE ACTUAL CONDITION.
FOUNDATIONS SHALL BE DESIGNED PER INDEX 17515. IF FIELD CONDITION CHANGES DURING CONSTRUCTION
ALL POLES LOCATED ON SLOPES GREATER THAN 1:4 UP TO 1:2 HAVE BEEN FLAGGED ON THE POLE DATA SHEETS. 1.
NO.
LUMINAIRECIRCUIT STATION OFFSET ALIGNMENT
WATTAGE
LUMINAIRE
(FT)
HEIGHT
MOUNTING
PAY ITEM NOTE
UD1 606+10 3.26 BL RAMP IC_DCP 104 16 715-11-125 WALL MOUNT
UD2 606+10 50.86 BL RAMP IC_DCP 104 16 715-11-125 WALL MOUNT
UD3 607+00 22.41 BL RAMP IC_DCP 104 16 715-11-125 WALL MOUNT
UD4 607+00 30.91 BL RAMP IC_DCP 104 16 715-11-125 WALL MOUNT
UD5 607+88 39.41 BL RAMP IC_DCP 104 16 715-11-125 WALL MOUNT
UD6 607+88 19.01 BL RAMP IC_DCP 104 16 715-11-125 WALL MOUNT
NO.
POLECIRCUIT STATION POLE SETBACK ALIGNMENT
WATTAGE
LUMINAIRE
(FT)
HEIGHT
MOUNTING
(FT)
LENGHT
ARM
TILT PAY ITEM NOTE
404 111+81 WALL MOUNT BL RAMP ISLIP1 260 40 12 0 715-513-140
405 113+26 WALL MOUNT BL RAMP ISLIP1 260 40 12 0 715-513-140
500 7068+70 52.4 BL CONST IWBCD2 260 40 12 0 715-513-140
501 7070+16 51.7 BL CONST IWBCD2 260 40 12 0 715-513-140
502 7071+60 51.4 BL CONST IWBCD2 260 40 12 0 715-513-140
503 7073+03 51.1 BL CONST IWBCD2 260 40 12 0 715-513-140
504 7074+46 51.3 BL CONST IWBCD2 260 40 12 0 715-513-140
505 7075+87 51.0 BL CONST IWBCD2 260 40 12 0 715-513-140
506 7077+31 51.7 BL CONST IWBCD2 260 40 12 0 715-513-140
507 7078+76 51.4 BL CONST IWBCD2 260 40 12 0 715-513-140
508 7080+19 45.4 BL CONST IWBCD2 260 40 12 0 715-513-140
509 7081+63 39.6 BL CONST IWBCD2 260 40 12 0 715-513-140
510 7083+08 39.2 BL CONST IWBCD2 260 40 12 0 715-513-140
511 7084+52 39.3 BL CONST IWBCD2 260 40 12 0 715-513-140
512 7085+96 39.2 BL CONST IWBCD2 260 40 12 0 715-513-140
513 7087+41 39.3 BL CONST IWBCD2 260 40 12 0 715-513-140
514 7088+85 39.3 BL CONST IWBCD2 260 40 12 0 715-513-140
515 7090+31 39.0 BL CONST IWBCD2 260 40 12 0 715-513-140
516 7091+75 39.3 BL CONST IWBCD2 260 40 12 0 715-513-140
517 7093+21 39.2 BL CONST IWBCD2 260 40 12 0 715-513-140
518 7094+60 39.4 BL CONST IWBCD2 260 40 12 0 715-513-140
519 7095+01 40.6 BL CONST IWBCD2 260 40 12 0 715-513-140
600 302+44 17.3 BL RAMP IA_CFP 260 40 12 0 715-4-13
601 303+90 15.7 BL RAMP IA_CFP 260 40 12 0 715-4-13
602 305+39 15.6 BL RAMP IA_CFP 260 40 12 0 715-4-13
603 306+68 15.8 BL RAMP IA_CFP 260 40 12 0 715-4-13
604 308+06 16.1 BL RAMP IA_CFP 260 40 12 0 715-4-13
605 309+46 15.9 BL RAMP IA_CFP 260 40 12 0 715-4-13
700 212+86 20.3 BL RAMP ISLIP2 388 40 15 0 715-4-13
701 214+75 19.6 BL RAMP ISLIP2 388 40 15 0 715-4-13
702 216+64 20.3 BL RAMP ISLIP2 388 40 15 0 715-4-13
703 218+54 14.7 BL RAMP ISLIP2 388 40 15 0 715-4-13
800 201+35 WALL MOUNT BL EB DCP 388 45 15 0 715-513-145
801 301+31 WALL MOUNT BL WB DCP 388 45 15 0 715-513-145
802 203+41 WALL MOUNT BL EB DCP 260 40 12 0 715-513-140
803 204+41 WALL MOUNT BL EB DCP 260 40 12 0 715-513-140
804 205+80 WALL MOUNT BL EB DCP 260 40 12 0 715-513-140
805 307+82 BRIDGE MOUNT BL WB DCP 260 40 12 0 715-515-140
806 207+94 BRIDGE MOUNT BL EB DCP 260 40 12 0 715-515-140
807 209+93 WALL MOUNT BL EB DCP 260 40 12 0 715-513-140
808 212+46 WALL MOUNT BL EB DCP 388 45 15 0 715-513-145
809 312+44 WALL MOUNT BL WB DCP 388 45 15 0 715-513-145
810 214+53 WALL MOUNT BL EB DCP 388 45 15 0 715-513-145
811 314+53 WALL MOUNT BL WB DCP 388 45 15 0 715-513-145
812 215+97 52.9 BL EB DCP 388 45 15 0 715-4-14
813 316+71 46.5 BL WB DCP 388 45 15 0 715-4-14
520 530 540 550 560 570 580 590
650
660
670
680
690
700
900
910
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLAYLT01.DGN2:26:33 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
PROJECT LAYOUT ( )
0 100 500
Feet
N
1 2 34
1
LEGEND
PLAN SHEET NO. X
MA
TC
H LIN
E S
TA 590
+00.0
0
L-9
£ RAMP IC1_535
£ SURVEY SR 400 (I-4) STA 545+50.00
BEGIN CONSTRUCTION 441113-1-52-01
£ SURVEY SR 400 (I-4) STA 545+50.00
BEGIN PROJECT 441113-1-52-01
£ SURVEY SR 400 (I-4)
£ SURVEY SR 535
590 600 610 620 630 640650
660
100
110
120
200
210
300
310600
610
500
510
100110
700
710
900
1200
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLAYLT02.DGN2:26:35 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
PROJECT LAYOUT ( )
0 100 500
Feet
N
2
5 6 7 8 9
14
15
£ RAMP ISLIP1£ DARYL CARTER PKWY
£ RAMP D_DCP
£ CONST IWBCD2
LEGEND
XPLAN SHEET NO.
£ CONST EBDCP
MA
TC
H LIN
E S
TA 590
+00.0
0
MA
TC
H LIN
E S
TA 660
+00.0
0
L-10
STA 515+58.37 £ RAMP IB_DCP
STA 311+06.18 £ CONST WBDCP =
STA 115+17.95 £ DARYL CARTER PKWY
END £ RAMP IB_DCP STA 515+58.37 =
STA 115+31.32 £ DARYL CARTER PKWY
BEGIN £ RAMP IC_DCP STA 600+00.00 =
STA 600+15.72 £ RAMP IC_DCP
STA 211+17.39 £ CONST EBDCP =
£ RAMP IB_DCP
LISTED SEPARATELY ON THIS SHEET
DARYL CARTER PKWY ALIGNMENTS ARE
FOR CLARITY, STATION EQUATIONS FOR
£ CONST WBDCP
£ RAMP IC_DCP
£ POND FPC141
£ POND141
660 670 680690
700710
720
730
620
200210
1000
1010
1020
400
100
300 310
70707080 7090
1100
1300
1310
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLAYLT03.DGN2:26:35 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
PROJECT LAYOUT ( )
0 100 500
Feet
N
3
LEGEND
PLAN SHEET NO. X
L-11
670 680690
700710
720
620
200210
1000
1010
1020
400
100
300 310
70707080 7090
1100
1300
1310
10 11 12
13
MA
TC
H LIN
E S
TA 660
+00.0
0
£ RAMP D_DCP
£ POND141
£ OUTFALL141
£ CONST IWBCD2
£ POND142
£ RAMP IC_DCP
£ RAMP IA_CFP
£ SURVEY SR 400 (I-4) STA 702+00.00
END CONSTRUCTION 441113-1-52-01
£ SURVEY SR 400 (I-4) STA 707+00.01
END PROJECT 441113-1-52-01
£ POND FPC141
£ WILLIS LAT DITCH
£ RAMP IC_CFP
£ RAMP IB_CFP
£ RAMP ISLIP2
£ SURVEY SR 400 (I-4)
SD
SD
SD
SD
SD
SD
SD
SD
SAN
535 540 545
681-2-08 681-2-07681-2-06
681-2-05681-2-04
682-7-10
MISSING LABEL
682-7-09 682-7-08
682-6-07
682-6-08
682-3-11
682-3-10
681-2-09
682-6-09
682-7-07 682-7-06
681-7-05682-7-04
LA R/W LINE
£ SURVEY SR 400 (I-4)
PO
T
LA R/W LINE
£ SURVEY SR 400 (I-4) STA 547+01.61
BEGIN PROJECT 441113-1-52-01
£ SURVEY SR 400 (I-4) STA 546+50.00
BEGIN CONSTRUCTION 441113-1-52-01
Feet
100200
N
LIG
HT P
OLE
FIB
ER
GLASS
LIG
HT P
OLE
FIB
ER
GLASS
LIG
HT P
OLE
FIB
ER
GLASS
LIG
HT P
OLE
FIB
ER
GLASS
682607
LIG
HT P
OLE
METAL
SAN
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT1.dgn2:26:41 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-12
SR 400 (I-4) - PLAN 1
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 548
+00.0
0
SD
SD
SD
SD
SD
SD
SD
SD
SD
ELEC
GAS
WATER
NP
W
BAC
K F
LO
W
SD
SD
ELEC
ELEC
ELEC
SD
WATER
SD
SD
SD
SD
SD
SD
ELEC
SA
NS
AN
BAC
K F
LO
W
BAC
K F
LO
W
550 555 560
670
675
680
905
910
681-3-04
682-3-01
682-4-01
682-1-01
303
682-1-03
302
682-1-02
18E
682-4-06
17E
682-4-05
UNDER DECK
682-5-U1682-5-U3
682-4-S2
681-3-S1
681-4-U5
681-4-U6
682-5-U10
681-5-05 681-5-06
681-5-03
681-5-02
PB
ST-LGT
681-3-03
681-3-07
682-7-03 682-7-02
681-3-06
681-3-05
682-7-01
682-7-02
682-7-02
682-4-02
682-4-03 682-4-04
Feet
100200
N
S INV EL 110.90
NW INV EL 110.71
GRATE EL 114.33
CATCH BASIN
S INV EL 110.90
NW INV EL 110.71
GRATE EL 114.33
CATCH BASIN
LA R/W LINE
£ SURVEY SR 400 (I-4)
£ SURVEY SR 535
LA R/W LINE
SB S
R 5
35
NB S
R 5
35
£ RAMP IC1_535
£ SURVEY SR 535
LA R/W LINE
681-
681-
681-
CKT 5-XXAMP
CKT 4-XXAMP
CKT 3-XXAMP
CKT 2-XXAMP
CKT 1-XXAMP
100 AMP MAIN
UNDERGROUND SERVICE
PHASE, 3 WIRE
240V/480V, SINGLE
TO REMAIN
LOAD CENTER '681'
EXISTING LIGHTING
TO REMAIN
FOR LOAD CENTER '681'
UTILITY TRANSFORMER
EXISTING PAD MOUNT
CKT 7-XXAMP
CKT 6-XXAMP
CKT 5-XXAMP
CKT 4-XXAMP
CKT 3-XXAMP
CKT 2-XXAMP
CKT 1-XXAMP
100 AMP MAIN
UNDERGROUND SERVICE
PHASE, 3 WIRE
240V/480V, SINGLE
TO REMAIN
LOAD CENTER '682'
EXISTING LIGHTING
TO REMAIN
FOR LOAD CENTER '682'
UTILITY TRANSFORMER
EXISTING POLE MOUNT
POLE 3 CKT 682-4-05
STA 559+83
POLE 2 CKT 682-4-04
STA 557+81
STA 555+66
BEGIN LIGHTING LIMITS
POLE 1 CKT 682-4-03
STA 555+66
POLE 4 CKT 682-4-06
STA 561+90
18"
RCP
18" R
CP
S IN
V E
L 1
08.1
3
N IN
V E
L 1
08.4
8
GR
ATE E
L 1
12.2
7
CATC
H B
ASIN
18"
RCP
INV E
L 1
03.3
4
BO
TTO
M E
L 1
05.3
9
GR
ATE E
L 1
11.8
7
CATC
H B
ASIN
SD(FULL O
F W
ATER)
BO
TTO
M E
L 1
07.4
5
RIM E
L 1
10.1
2
STO
RM M
H
SD
N IN
V E
L 1
03.5
8
RIM E
L 1
08.2
5
STO
RM M
H 18"
RCP
BO
TTO
M E
L 1
04.3
7
GR
ATE E
L 1
08.6
8
CATC
H B
ASIN
FIB
ER O
PTIC
ELEC
# B
V39
# 6
027508
WO
OD
METER P
OLE
#945896
WO
OD
#A
G9502
A
METAL
#945895
WO
OD
WO
OD
WO
OD
#681506
#682404
#682405
#682406
#681307
#681306
#681305
LIG
HT
BAC
K F
LO
W
BAC
K F
LO
W
FIB
ER O
PTIC
ELEC V
AULT
IND
USTRIA
L F\H
FIB
ER O
PTIC
FIB
ER O
PTIC
PO
OL LIG
HT
PLASTIC
PO
OL LIG
HT
PLASTIC
PO
OL LIG
HT
PLASTIC
PO
OL LIG
HT
PLASTIC
METAL
SA
NS
AN
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT2.dgn2:26:45 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-13
SR 400 (I-4) - PLAN 2
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 562
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 548
+00.0
0
SD
SD
WATER
WATER
GAS
WATER
SD
SD
WATER
WATER
565 570 575
915
681-5-07681-5-08
681-5-09
681-1-02
681-1-01
682-4-07
682-1-04682-1-05
682-1-06
682-1-08682-1-07
681-1-06
681-1-05
681-1-04
681-1-03
LA R/W LINE
STA 568+72.58, 91.83' RT £ SURVEY SR 400 (I-4)
END £ RAMP IC1_535 PT STA 918+10.33 =
R/W LINE
£ RAMP IC1_535
PC
£ SURVEY SR 400 (I-4)
LA R/W LINE
R/W LINE
VINELAND AVE.
LA R/W LINE
N
Feet
100200
POLE 9 CKT 682-1-07
STA 571+59
POLE 8 CKT 682-1-06
STA 569+69
POLE 7 CKT 682-1-05
STA 567+97
POLE 5 CKT 682-4-07
STA 563+95
POLE 6 CKT 682-1-04
STA 565+93
POLE 11 CKT 682-1-09
STA 575+38
POLE 10 CKT 682-1-08
STA 573+49
POLE 12 CKT 682-1-10
STA 577+27
CONC SIDEWALK
ST
OP
PIT
FIR
ER
OC
K
CONC SIDEWALK
CONC SIDEWALK
WO
OD SID
EW
AL
K
CO
NC SID
EW
AL
K
NO
RT
H A
RR
OW
DE
CO
RA
TIV
E
BA
NK T
OP
WATER EDGE
FR
GN
D7
FR
GN
D7
FR
GN
D7
BACK OF CURB
PAVT EDGE
BACK OF CURB
FLOW LINE
ASPHALT
HID
EA
WA
Y
JOH
NNIE
S
BRIC
K SIG
N
CO
NC
& TIL
E SID
EW
AL
K
TIE WALL
2' LANDSCAPE
PA
RKIN
GN
O
PA
VT E
DG
E
FLO
W LIN
E
BAC
K O
F C
UR
B
PAVT EDGE
FLOW LIN
E
BACK OF
CURB
ASPH
ALT P
AR
KIN
G
ASPHALT
PAVEMENT
WO
ODS LIN
E
HED
GE
WO
ODS LIN
E
BA
NK T
OP
BA
NK T
OP
BA
NK T
OE
BA
NK T
OE
STRE
AM
WO
ODS LIN
E
WO
ODS LIN
E
RED LOBSTE
R
RESTAURANT
GLASS & B
LOCK
1 STY
#B96935
WO
OD
# L
8V45
METAL
#B29973
WO
OD
#936319
WO
OD
#A
G9502
A
METAL
#945836
WO
OD
#A
G9502
A
NO #
WO
OD
#6027511
WO
OD
#6027512
LAR
GE W
OO
D
#681507
#681508
GA
S
WATE
R
# D
PL71
# D
PL72
MH
GREASE
MH
GREASE
NP
W
# 8
0B35
2' W
IDE
METAL
TO
RC
HFIR
E
TELEPHONE
OUT
CLEA
N
OUT
CLEA
N
WATER
FIB
ER G
LASS
METAL
GREASE T
RAP
BACK
FLOW
#PL13
NO ID
NO ID
NO ID
NO ID
ELEC
TELEPH
ONE
#5428264
WO
OD
ELEC
#135954057125
WO
OD
#135963057125
WO
OD
#135952057125
WO
OD
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT3.dgn2:26:50 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
SR 400 (I-4) - PLAN 3
L-14
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 562
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 576
+00.0
0
SD
SD
SD
TEL
ELEC
WATER
ELE
C
GAS
WATER
ELEC
WATER
SD
SD
ELEC
SA
N
SA
N
WATER
NP
W
SA
N
NP
W
ELEC
ELEC
SD
NP
W
NP
W
ELEC
WATER
WATER
WATER
ELEC
BAC
K F
LO
W
BAC
K F
LO
W
WATER
SA
N
WATER
WATER
WATER
BAC
K F
LO
W
BAC
K F
LO
W
WATER
WATER
BAC
K F
LO
W
WATER
WATER
WATER
WATER
GASW
ATER
WATER
SA
N
SA
N
SA
N
BAC
K F
LO
W ELEC
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
BAC
K F
LO
W
580 585 590
682-1-09
682-1-10
682-1-11
681-1-07 681-1-08 681-1-09 681-1-10 681-1-11681-1-12
Feet
100200
N
LA R/W LINE
£ SURVEY SR 400 (I-4)
R/W LINE
VINELAND AVE.
LA R/W LINE
R/W LINE
R/W LINE
(OLD POLE NO. 682-1-12)
NEW POLE NO. 682-1-14
(OLD POLE NO. 682-1-13)
NEW POLE NO. 682-1-15(OLD POLE NO. 682-1-13)
NEW POLE NO. 682-1-16
POLE 13 CKT 682-1-11
STA 579+17
POLE 14 CKT 682-1-12
STA 581+07
POLE 15 CKT 682-1-13
STA 582+60
POLE 12 CKT 682-1-10
STA 577+27
PARKINGHANDICAP
PARKINGHANDICAP
PARKINGHANDICAP
PAVT EDGE
BACK OF CURB
FLOW LINE
ASPHALT PARKING
BACK OF CURB
PAVT EDGE
FLOW LINE
GRASS
PARKING
HANDICAP
PARKING
HANDICAP
ST
OP
PIP
ELIN
EG
AS
CA
UTIO
N
PIP
ELIN
E
GA
S
BACK OF CURB
FLOW LINE
PAVT EDGE
BACK OF CURB
FLOW LINE
PAVT EDGE
ASPHALT PARKING
BA
CK O
F C
UR
B
PA
VT E
DG
E
FL
OW LIN
E
BA
CK O
F C
UR
B
FL
OW LIN
E
PA
VT E
DG
E
BA
CK O
F C
UR
B
FL
OW LIN
E
PA
VT E
DG
E
BA
CK O
F C
UR
B
FL
OW LIN
E
PA
VT E
DG
E
BA
CK O
F C
UR
B
FL
OW LIN
E
PA
VT E
DG
E
ASPHALT PARKING
CONC SIDEWALK
CO
NC
& TIL
E SID
EW
AL
K
CO
NC
& TIL
E SID
EW
AL
K
BA
CK O
F C
UR
B
FL
OW LIN
E
PA
VT E
DG
E
BA
CK O
F C
UR
B
PA
VT E
DG
E
FL
OW LIN
E
BA
CK O
F C
UR
B
FL
OW LIN
E
PA
VT E
DG
E
ASP
HA
LT
ASPHALT PARKIN
G
WATER ED
GE
WATER E
DG
E
BANK TO
E
BANK TO
P
PAVT EDGE
FLOW LIN
E
BACK O
F CURB
6' CHAIN LINK FE
NCE
BA
NK T
OE
BA
NK T
OP
PA
VT E
DG
E
FLO
W LIN
E
BA
CK O
F C
UR
B
PAVT
EDGE
FLO
W LIN
E
BACK O
F CURB
11'
WO
OD R
ETAININ
G W
ALL (1' WID
E, L
EANIN
G)
7'
CO
NC B
LOCK W
ALL
7'
CO
NC B
LOCK W
ALL
7' C
ON
C B
LO
CK W
ALL
7' C
ON
C B
LO
CK W
ALL
DU
MPSTER
PAVT
EDGE
FLO
W LIN
E
BACK O
F CURB
BA
CK O
F C
UR
BP
AV
T E
DG
E
FLO
W LIN
E
ASPH
ALT P
AR
KIN
G
ASPH
ALT P
AR
KIN
G
BACK OF CURB
FLOW LINE
PAVT EDGE
BACK OF CURB
FLOW LINE
PAVT EDGE
BACK OF CURB
BA
CK O
F C
UR
B
FLOW LINE
PAVT EDGE
FL
OW LIN
EP
AV
T E
DG
E
WATER E
DGE
BAN
K T
OE
BAN
K T
OP
WATER E
DG
E
BANK TOE
BANK TOP
8' C
ON
C SID
EW
ALK
8' CONC SIDEWALK
8' CONC SIDEWALK
PIR
ATES C
OV
E
MINI-G
OLF
FO
R
CO
NC PL
AZ
A A
RE
A
PIRATES COVE MINI-GOLF
FOR
CONC PLAZA AREA
ASPHALT PARKING
ASPHALT PARKING
BA
NK T
OE
BA
NK T
OP
4'
CO
NC SID
EW
AL
K
HO
LE #
1
MINI-G
OLF
HOLE #2
MINI-GOLF
BANK TOE
WA
TE
R E
DG
E
WATER ED
GE
BANK TO
E
BANK TOP
BAN
K TO
EWATE
R E
DGE
BAN
K TOP
CONC SI
DEWALK
CO
NC SID
EW
AL
K
8' CONC SIDEWALK
8'
CO
NC SID
EW
ALK
8' CO
NC SID
EWALK
6' CHAIN LINK FENCE 6' CHAIN LINK FENCE
BANK TO
P
BANK TOE
WATER EDGE
BANK TOE
WATER EDGE
BANK TOP
6'
WO
OD F
OO
T B
RID
GE
SIG
N
CONC SIDEWALKBACK OF CURB
PAVT EDGE
# P
L76
METAL
# 1
03
METAL
ELECTRIC
#PL84
METAL
#PL83
METAL
#PL81
METAL
#PL80
METAL
#PL78
METAL
PH
ONE RIS
ER
ELEC
TELE C
OM
GAS
WATER
BA
CK F
LO
W
BA
CK F
LO
W
#BPL74
METAL
IRRIG
ATIO
N
#PL77
METAL
#DPL75
METAL
MH
GREASE
MH
GREASE
MH
GREASE
MH
GREASE
OUT
CLEA
N
OUT
CLEA
N
OUT
CLEA
N
OUT
CLEA
N
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT4.dgn2:26:52 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
SR 400 (I-4) - PLAN 4
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 576
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 590
+00.0
0
L-15
SD
SD
SD
SD
SD
ELEC
ELE
C
TEL
SD
BAC
K F
LO
W
SD
SD
SD
SD
WATER
SA
N
WATER
ELEC
590 595 600
EXIT 68
SR 535
681-1-13
EXIT 68
SR 535
EXIT 68
SR 535
EXIT 68
SR 535
EXIT 68
SR 535
EXIT 68
SR 535
11-A3 13-A3 15-A3 17-A3 19-A3 21-A3
20-A118-A116-A114-A112-A1
10-A1
Feet
100200
N
£ SURVEY SR 400 (I-4)
LA R/W LINE VINELAND AVE.
R/W LINE
LA R/W LINE
PO
T
Feet
100200
N
£ SURVEY SR 400 (I-4)
LA R/W LINE VINELAND AVE.
R/W LINE
LA R/W LINE
PO
T
(OLD POLE NO. 682-1-13)
NEW POLE NO. 682-1-16
(OLD POLE NO. 682-1-15)
NEW POLE NO. 682-1-17
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT5.dgn2:26:57 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-16
SR 400 (I-4) - PLAN 5
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 590
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 604
+00.0
0
SD
SD
SD
SD
SD
SD
SD
SD
ELEC
ELEC
SD
SD
WATER
WATER
605 610 615
22-A1 24-A126-A1
28-A1 30-A1 32-A1
23-A3
25-A3
27-A3
29-A3
31-A3 33-A3
Feet
100200
NLA R/W LINE
£ SURVEY SR 400 (I-4)
R/W LINE
LA R/W LINE
VINELAND AVE.
R/W LINE
WATER
70
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT6.dgn2:26:58 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-17
SR 400 (I-4) - PLAN 6
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 618
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 604
+00.0
0
SD
ELEC
SD
ELEC
ELEC
SA
N
SA
N
SA
N
SA
N
SA
N
WATER
SA
N
620 625 630
500
35-A4
37-A4 39-A4
41-A4
43-A4
45-A4
34-A2
36-A2 38-A2 40-A2 42-A2 44-A2
N
Feet
100200
METAL BILLBOARD POST 3' WIDE
LA R/W LINE
£ SURVEY SR 400 (I-4)
R/W LINE
R/W LINE
LA R/W LINE LA R/W LINE £ RAMP IB_DCP
STA 625+99.74, 91.30' RT £ SURVEY SR 400 (I-4)
BEGIN £ RAMP IB_DCP STA 496+46.69 =
PC
POLE 17 CKT 39-A4
STA 623+15
POLE 16 CKT 37-A4
STA 621+19
POLE 18 CKT 41-A4
STA 625+00
POLE 100 CKT 47-A4
STA 501+30
POLE 21 CKT 49-A4
STA 632+47 POLE 19 CKT 43-A4
STA 626+96
POLE 20 CKT 45-A4
STA 628+88
TO REMAIN
FOR LOAD CENTER 'A'
UTILITY TRANSFORMER
EXISTING POLE MOUNTED
CKT 4-20AMP
CKT 3-20AMP
CKT 2-20AMP
CKT 1-20AMP
100 AMP MAIN
UNDERGROUND SERVICE
PHASE, 3 WIRE
240V/480V, SINGLE
TO REMAIN
LOAD CENTER 'A'
EXISTING LIGHTING
TR
AN
SF
OR
ME
R
SA
N
SA
N
SA
N
SA
N
SA
N
WATER
SA
N
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT7.dgn2:27:02 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-18
SR 400 (I-4) - PLAN 7
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 618
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 632
+00.0
0
635 640
505
510
46-A2 48-B150-B1
52-B1
47-A4
49-B351-B3 53-B3
54-B
1
Feet
100200
N
LA R/W LINE
£ SURVEY SR 400 (I-4)
POND 140B1
BARRIER WALL
£ RAMP IB_DCP
RETAINING WALL
LA R/W LINE
PT
PO
T
PC
£ S
UR
VE
Y S
R 400 (I-4)
POLE 101 CKT XXXX
STA 504+46
POLE 103 CKT XXXX
STA 507+24
POLE 104 CKT XXXX
STA 508+64
POLE 105 CKT XXXX
STA 510+04
POLE 22 CKT XXXX
STA 638+47
POLE 23 CKT XXXX
STA 640+28
P
OLE 24
CK
T
XX
XX
S
TA 642
+14
POLE 21 CKT 49-A4
STA 632+47
POLE 102 CKT XXXX
STA 505+85
P
OLE 10
6
CK
T
XX
XX
S
TA 511+
38
ELECTRIC S
ER
VIC
E B
OX
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT8.dgn2:27:04 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-19
SR 400 (I-4) - PLAN 8
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 632
+00.0
0
SE
E
DA
RY
L C
AR
TE
R P
KW
Y - P
LA
N 2
ST
A 511
+61.1
4M
AT
CH LIN
E £ R
AM
P IB
_D
CP
SE
E
DA
RY
L C
AR
TE
R P
KW
Y - P
LA
N 1
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 641
+00.0
0
SD
BAC
K F
LO
W
BAC
K F
LO
W
SD
650 655 660
705
710
715
605
610
615
105
110
7065
63-B4
65-B4
67-B4 69-B471-B4
62-B2 64-B2
66-B2 68-B270-B2
R/W LINE LA R/W LINE
£ RAMP D_DCPFeet
100200
N
DRAINAGE EASEMENT
LA R/W LINE
TEMP CONC BARRIER WALL
£ CONST IWBCD2
PC
PC
140B2
POND
LA R/W LINE
£ RAMP IC_DCP
PC
£ SURVEY SR 400 (I-4)
TCE
POND C
R/W LINE
8371'
R
PC
PT
LA R/W LINE
140B3
POND
PT
STA 715+06.93, 15.00' RT £ RAMP D_DCP
END £ RAMP ISLIP1 PT STA 114+29.62 =
PR
C
PT
£ R
AM
P IS
LIP1
£ RAMP ISLIP1
P
OLE 203
CK
T
XX
XX
S
TA 603
+97
POLE 207 CKT XXXX
STA 609+57
POLE 208 CKT XXXX
STA 610+97
POLE 304 CKT XXXX
STA 706+61
POLE 305 CKT XXXX
STA 708+10
POLE 306 CKT XXXX
STA 709+50
POLE 400 CKT XXXX
STA 105+77 POLE 401 CKT XXXX
STA 107+28
POLE 402 CKT XXXX
STA 108+80
POLE 403 CKT XXXX
STA 110+24
POLE 404 CKT XXXX
STA 111+81
POLE 405 CKT XXXX
STA 113+26
UD4 CKT XXXX
STA 607+00 UD6 CKT XXXX
STA 607+88
POLE 303 CKT XXXX
STA 705+38
POLE 206 CKT XXXX
STA 608+17
UD3 CKT XXXX
STA 607+00
POLE 204 CKT XXXX
STA 605+37
UD5 CKT XXXX
STA 607+88
POLE 205 CKT XXXX
STA 606+77
POLE 210 CKT XXXX
STA 613+78
POLE 209 CKT XXXX
STA 612+37
POLE 29 CKT XXXX
STA 657+15
POLE 30 CKT XXXX
STA 659+11
POLE 28 CKT XXXX
STA 649+66
UD2 CKT XXXX
STA 606+10
UD1 CKT XXXX
STA 606+10
#A78523
WO
OD
#63-B
4
METAL
#8035352
WO
OD
TR
ANSFO
RM
ER
BAC
K F
LO
W BAC
K F
LO
W
4" S
TEEL PIP
E V
ERTIC
AL U
NK
NO
WN
210
211
212
213214 215
216
217
218
219
220
P306
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT9.dgn2:27:09 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-20
SR 400 (I-4) - PLAN 9
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 660
+00.0
0
ST
A 604
+05.9
6M
AT
CH LIN
E £ R
AM
P IC_
DC
PS
EE
DA
RY
L C
AR
TE
R P
KW
Y - P
LA
N 2
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 649
+00.0
0S
EE
DA
RY
L C
AR
TE
R P
KW
Y - P
LA
N 1
TO REMAIN
FOR LOAD CENTER 'B'
UTILITY TRANSFORMER
EXISTING PAD MOUNT
SD
SD
660 665 670
715
615
620
625
200
7070
70757080
905
74-B4 75-B4
72-B2 B-1-P49B-1-P48B-1-P47B-1-P46
A-1-P01 A-1-P02
A-1-P03
73-B4
TEMP CONC BARRIER WALL
PT
STA 7070+48.53, 36.00' LT £ CONST IWBCD2
END £ RAMP D_DCP STA 717+26.89 =
£ CONST IWBCD2
RETAINING WALL
LA R/W LINE
Feet
100200
N
£ RAMP ISLIP2
£ RAMP IC_DCP
STA 669+97.38, 93.20' RT £ SURVEY SR 400 (I-4)
END £ RAMP IC_DCP PT STA 625+14.72 =
£ POND FPC141
R/W LINE
STA 620+23.45, 0.00' LT £ RAMP IC_DCP
END £ FPC141 STA 907+23.53 =
POND FPC141
£ SURVEY SR 400 (I-4)
STA 7080+36.19 £ CONST IWBCD2
BEGIN £ RAMP ISLIP2 PC STA 200+00.00 =
LA R/W LINE
POLE 211 CKT XXXX
STA 615+19
POLE 212 CKT XXXX
STA 616+59
POLE 213 CKT XXXX
STA 618+00
POLE 215 CKT XXXX
STA 621+58
POLE 214 CKT XXXX
STA 619+77
POLE 500 CKT XXXX
STA 7068+70
POLE 501 CKT XXXX
STA 7070+16 POLE 502 CKT XXXX
STA 7071+60
POLE 503 CKT XXXX
STA 7073+03
POLE 504 CKT XXXX
STA 7074+46 POLE 505 CKT XXXX
STA 7075+87
POLE 506 CKT XXXX
STA 7077+31
POLE 507 CKT XXXX
STA 7078+76
POLE 508 CKT XXXX
STA 7080+19
POLE 509 CKT XXXX
STA 7081+63
POLE 41 CKT XXXX
STA 673+96
POLE 39 CKT XXXX
STA 672+05
POLE 37 CKT XXXX
STA 670+16
POLE 35 CKT XXXX
STA 668+26
POLE 34 CKT XXXX
STA 666+40
POLE 33 CKT XXXX
STA 664+61
POLE 32 CKT XXXX
STA 662+86
POLE 31 CKT XXXX
STA 661+06
POLE 216 CKT XXXX
STA 623+43
POLE 30 CKT XXXX
STA 659+11
POLE 36 CKT XXXX
STA 670+16 POLE 38 CKT XXXX
STA 672+06
POLE 40 CKT XXXX
STA 673+97
C C
221
222
223
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT10.dgn2:27:10 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-21
SR 400 (I-4) - PLAN 10
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 660
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 674
+00.0
0
ELE
C
ELEC
ELE
C
ELEC
SA
N
SA
N
ELEC
ELEC
WATER
WATER
WATER
WATER
675 680 685
205
210
215
300
100
4007085 7090 7095
1100
B-1-P50
B-1-P51
B-1-P52
B-1-P53
B-2-P70
B-1-P54
B-1-P55
B-2-P71B-1-P56
B-2-P72
B-1-P57
B-2-P73
B-1-P58
A-1-P04
A-1-P05A-1-P06
A-1-P07 A-1-P08 A-1-P09 A-1-P10
N
Feet
100200
£ RAMP IA_CFP
£ RAMP IC_CFP
£ RAMP IB_CFP
684+21.35, 91.76' LT £ SURVEY SR 400 (I-4)
BEGIN £ RAMP IB_CFP PC STA 100+00.00 =LA R/W LINE
£ SURVEY SR 400 (I-4)
PT
DRAINAGE EASEMENT
£ CONST IWBCD2
LA R/W LINE
£ RAMP ISLIP2
RETAINING WALL
BARRIER WALL
POLE 510 CKT XXXX
STA 7083+08
POLE 511 CKT XXXX
STA 7084+52
POLE 512 CKT XXXX
STA 7085+96
POLE 513 CKT XXXX
STA 7087+41
POLE 514 CKT XXXX
STA 7088+85
POLE 515 CKT XXXX
STA 7090+31
POLE 516 CKT XXXX
STA 7091+75
POLE 517 CKT XXXX
STA 7093+21
POLE 518 CKT XXXX
STA 7094+60
POLE 519 CKT XXXX
STA 7095+01
POLE 701 CKT XXXX
STA 214+75
POLE 48 CKT XXXX
STA 681+52
POLE 50 CKT XXXX
STA 683+41
POLE 46 CKT XXXX
STA 679+63
POLE 44 CKT XXXX
STA 677+74
POLE 51 CKT XXXX
STA 683+36
POLE 49 CKT XXXX
STA 681+52 POLE 47 CKT XXXX
STA 679+62
POLE 45 CKT XXXX
STA 677+74
POLE 43 CKT XXXX
STA 675+85
POLE 700 CKT XXXX
STA 212+86
POLE 52 CKT XXXX
STA 685+01
POLE 42 CKT XXXX
STA 675+86
WATER
WATER
ELEC
ELEC
WATER
WATER
71
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT11.dgn2:27:15 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-22
SR 400 (I-4) - PLAN 11
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 688
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 674
+00.0
0
ELEC
ELEC
BAC
K F
LO
W
ELEC
ELEC
ELEC
690 695 700
305
310
105
405
B-1-P59
B-2-P74
B-1-P60
B-2-P75
B-1-P61
B-2-P76
B-1-P62
B-2-P77
B-1-P63
B-1-P64 B-1-P65
B-2-P42
B-1-P66
A-3-P41
B-2-P79B-2-P78
ST LGT PB
ST LGT PB
A-3-P43
A-1-P11A-1-P12
A-1-P13
A-1-P14
A-2-P24
A-2-P25
A-1-P15
A-1-P16
A-2-P26
A-1-P17
A-2-P27
A-1-P18
A-1-P19
A-2-P28
IA_CFP
£ RAMP
IC_CFP
£ RAMP
PT
PR
C
£ RAMP ISLIP2
PT
STA 690+62.21, 88.48' LT £ SURVEY SR 400 (I-4)
END £ RAMP ISLIP2 STA 218+60.78 =
£ RAMP IB_CFP
LA R/W LINE
PT
STA 690+20.23, 124.12' RT £ SURVEY SR 400 (I-4)
END £ RAMP IB_CFP STA 106+00.00 =
LA R/W LINE
£ SURVEY SR 400 (I-4)
N
Feet
100200
Feet
100200
MATCH EXISTING RAMP
STA 697+04.24, 264.47' LT £ SURVEY SR 400 (I-4)
END £ RAMP IA_CFP STA 310+36.97 =
MATCH EXISTING RAMP
STA 696+03.53, 194.44' LT £ SURVEY SR 400 (I-4)
END £ RAMP IC_CFP STA 409+35.00 =
TO REMAIN
FOR LOAD CENTER 'B'
UTILITY TRANSFORMER
EXISTING PAD MOUNT
CKT 2-20AMP
CKT 1-30AMP
70 AMP MAIN
UNDERGROUND SERVICE
PHASE, 3 WIRE
240V/480V, SINGLE
TO REMAIN
FOR LOAD CENTER 'B'
EXISTING LIGHTING
POLE 600 CKT XXXX
STA 302+44
POLE 601 CKT XXXX
STA 303+90
POLE 602 CKT XXXX
STA 305+39
POLE 604 CKT XXXX
STA 308+06 POLE 603 CKT XXXX
STA 306+68 POLE 605 CKT XXXX
STA 309+46
POLE 702 CKT XXXX
STA 216+64
POLE 703 CKT XXXX
STA 218+54
POLE 55 CKT XXXX
STA 696+26
POLE 54 CKT XXXX
STA 694+36
POLE 53 CKT XXXX
STA 692+45
STA 698+42.61
END LIGHTING LIMITS
ELEC
ELE
C
BOX
SWITCH
BO
X
SWIT
CH
BO
X
SE
RVIC
E
VA
ULT
BOX
SERVICE
ELEC
#036
FIB
ER
GLASS
#040
FIB
ER
GLASS
71
PR
ELI
MI
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RY:
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5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT12.dgn2:27:16 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-23
SR 400 (I-4) - PLAN 12
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 688
+00.0
0
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 702
+00.0
0
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
ELEC ELEC
ELEC
SAN
EL
EC
EL
EC
EL
EC
BA
CK F
LO
W
WATER
BA
CK F
LO
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
WATER
WATER
SA
N
ELEC
SA
N
SA
N
WATER
SD
TE
L
ELEC
ELEC
ELEC
WATER
705
710
715
A-1-P20
A-1-P21
A-1-P22
A-1-P23
A-2-P29
A-2-P30 A-2-P31
A-2-P32
A-3-P37
A-3-P39
A-3-P40
A-3-P38
A-3-P33A-3-P34
A-3-P35
B-1-P85
B-1-P84
B-1-P83B-2-P82
B-2-P81
B-2-P80
B-1-P67
B-1-P68B-1-P69
Feet
100200
N
R/W LINE
£ SURVEY SR 400 (I-4) STA 707+00.01
END PROJECT 441113-1-52-01R/W LINE
£ SURVEY SR 400 (I-4) STA 702+00.00
END CONSTRUCTION 441113-1-52-01
TCE
LA R/W LINE
R/W LINE
LA R/W LINE
EB C
EN
TR
AL F
LO
RID
A P
KW
Y
WB C
EN
TR
AL F
LO
RID
A P
KW
Y
LA R/W LINE
£ SURVEY SR 400 (I-4)
LA R/W LINE
LA R/W LINE
PC
TO REMAIN
SERVICE LOAD CENTER 'A'
UTILITY TRANSFORMER
EXISTING PAD MOUNT
CKT 3-20AMP
CKT 2-20AMP
CKT 1-30AMP
70 AMP MAIN
UNDERGROUND SERVICE
PHASE, 3 WIRE
240V/480V, SINGLE
TO REMAIN
LOAD CENTER 'A'
EXISTING LIGHTING
TE
L
ELEC
ELE
C
ELEC
#A04764
CO
NC
BO
XSE
RVIC
E
BO
XS
WIT
CH
BO
XS
WIT
CH
LIG
HTIN
GS
TR
EE
T
BO
XS
WIT
CH
BO
X
CO
NT
RO
L
TR
AFFIC
VA
LV
EB
LO
W O
FF
FIB
ER G
LASS
SPRIN
KLE
R
FIB
ER G
LASS
SPRIN
KLE
R
WATER
FIBER GLASS
FIBER GLASS
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT13.dgn2:27:21 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-24
SR 400 (I-4) - PLAN 13
MA
TC
H LIN
E S
R 400 (I-4)
ST
A 702+00.0
0
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD S
D
SDS
DSD
SD
SD
SD
SD
SD
SD
SD
SD
18" RCPM
ES I
NV E
L 12
7.06
18" RCP
CATC
H B
ASI
N
GRATE E
L 13
0.02
NW I
NV E
L 12
7.35
SEWER
SEWER
18" RCPM
ES I
NV E
L 12
7.06
18" RCP
CATC
H B
ASI
N
GRATE E
L 13
0.02
NW I
NV E
L 12
7.35
SEWER
SEWER
36" R
CP
INV E
L 12
4.49
MES
INV E
L 12
4.58
MES
INV E
L 12
4.62
MES
SE IN
V E
L 12
4.89
GRATE E
L 12
9.07
CATC
H B
ASI
N
18" RCP
36" R
CP
EL 12
5.08
WOODED AREA
WO
OD
ED A
RE
A
LANE
LEFT
40
LANE
LEFT
ENDSK
EEP
10'
WO
OD
3' P
VC
LIMITSP
EED
RIG
HT
SPEED
15'
WO
OD
ENDS
LEFT RIG
HT
45LI
MIT
INTE
RSEC
TIO
N
AD
VANCED
ENDS
BIK
E LA
NE
CO
NTR
OL
3 LA
NE
XIN
G
RIG
HT
ONLY
BIK
ELANE
LANELE
FT
RIG
HT
PED
ONLY
U-T
URN
SPEED
AHEA
DIN
TERSEC
TIO
N
KEEP
45LI
MIT
TURN O
NLY
12'
WO
OD
RIG
HT
KEEP
6'
CLF
6' CLF
NO U-T
URN
SEAW
ORLD
3/4
MIL
E
LEFT RIG
HT
SOUTH N
ORTH
1-86
6-61
0-RID
E
LANE
BIK
E
PALM P
KW
Y
FLO
RID
A
SHARE-
A-RID
E
TURN O
NLY
LEFT RIG
HT
6' CLF
3/4 MILESEA WORLD
WA
TE
R E
DG
E
WA
TE
R E
DG
E
WA
TE
R E
DG
E
WA
TE
R E
DG
E
WATER EDGE
LANE E
NDS
MERGE
RIG
HT
RIG
HT
MERGE
ELEC
ELEC
ELEC
NPW
ELEC
NPW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD S
D
ELEC
ELEC
SDS
DSD
SD
SD
SD
WATER
SA
N
SD
WATER
SD
SD
SD
NPW
ELEC
SD
SAN
WATER
WATER
META
L
I-4
S.M.I.
S
SL
ELEC
CA
MER
A
TS
META
L
META
L
SL
META
L
SL
SL
META
L
ELEC
META
L
TS
TS
TSTS
TS
TS
FOC
FO
TS
TS
FOC
TS
TS TS
META
L
META
L
SL
SL
SL
TS
ELEC
TS
TS
TS
TS
TS
645100 105 110
200
205210
300
305310
700
100
55-B3
57-B3
59-B3
61-B3
54-B1
56-B1
58-B1
60-B1
LA R/
W LIN
E
Feet
100200
N
R/W LINE
R/W LINE
PA
LM P
KW
Y
R/W LINE
140B3
POND
£ RAMP D_DCP
£ WB DCP
LA R/W LINE
£ DARYL CARTER PKWY
STA 104+23.69, 14' RT
BEGIN £ EB DCP STA 200+00.00 =
£ EB DCP
LA R/W LINE
£ DARYL CARTER PKWY
£ DARYL CARTER PKWY
STA 104+23.69, 26' LT
BEGIN £ WB DCP STA 300+00.00 =
PA
LM P
KW
Y
R/W LINE
LA R/W LINE
£ SURVEY SR 400 (I-4)
TO REMAIN
EXISTING BRIDGE
PT
STA 108+78.17 £ DARYL CARTER PKWY
BEGIN £ RAMP D_DCP STA 700+00.00 =
PC
PC
PT
PT
PC
PT
140B2
POND
PC
£ RAMP ISLIP1
STA 645+68.21, 92.55' LT £ SURVEY SR 400 (I-4)
BEGIN £ RAMP ISLIP1 PC STA 100+00.00 =
STA 645+84.53, 78.62' LT £ SURVEY SR 400 (I-4)
BEGIN £ CONST IWBCD2 PC STA 7054+13.67 =
£ EB DCP
£ WB DCP
PC
E 498810.3910
N 1477709.7280
STA 104+00.00
STA 104+23.69
BEGIN LIGHTING LIMITS POLE 301 CKT XXXX
STA 702+43
POLE 302 CKT XXXX
STA 703+91
POLE 24 CKT XXXX
STA 642+14
POLE 800 CKT XXXX
STA 201+35
POLE 806 CKT XXXX
STA 207+94
POLE 805 CKT XXXX
STA 307+82
POLE 801 CKT XXXX
STA 301+31
POLE 27 CKT XXXX
STA 647+80
P
OLE 303
CK
T
XX
XX
S
TA 705
+38
POLE 300 CKT XXXX
STA 701+27
POLE 25 CKT XXXX
STA 643+99
POLE 803 CKT XXXX
STA 204+41
POLE 26 CKT XXXX
STA 645+93
POLE 802 CKT XXXX
STA 203+41
POLE 804 CKT XXXX
STA 205+80
WATER
206
207
208
L-4
L-7A
L-7B
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT14.dgn2:27:23 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-25
DARYL CARTER PKWY - PLAN 1
SEE SR 400 (I-4) - PLAN 8MATCH LINE SR 400 (I-4) STA 641+00.00
MATCH LINE SR 400 (I-4) STA 649+00.00SEE SR 400 (I-4) - PLAN 9
CKT 4-40AMP
CKT 3-20AMP
CKT 2-30AMP
CKT 1-20AMP
100 AMP MAIN
SERVICE
UNDERGROUND
PHASE, 3 WIRE
120V/240V, SINGLE
TO BE REMOVED
LOAD CENTER 'B'
EXISTING LIGHTING
MA
TC
H LIN
E
DA
RY
L C
AR
TE
R P
KW
Y-P
LA
N 2 S
TA 114
+00.0
0
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
WATE
R
REC
LAIM
ED
WATE
R
REC
LAIM
ED
18" R
CP
4" P
VC
SKIM
MER E
L 13
0.56
S IN
V E
L 12
7.59
N I
NV E
L 12
4.41
GRATE E
L 13
0.57
CATC
H B
ASI
N
36" R
CP
INV E
L 12
4.49
MES
INV E
L 12
4.58
MES
INV E
L 12
4.62
MES
EL 12
5.08
RETAINING WALL
4' 4-STRAND BARBED WIRE FENCE
UN
DE
RG
RO
UN
DE
LE
CT
RIC
VA
ULT
6'
CH
AIN LIN
K FE
NC
E
WELL/P
UMP
6'
CH
AIN LIN
K FE
NC
E
4'
BW
F
6'
CLF
6'
CLF
6' CLF
6' CLF
4'
BW
F
GA
TE
GATE
4' H
ND
RL
4' BWF
4' BWF
40LI
MIT
SPEED
GATE
ONLY
LEFT RIG
HT
4' BWFHIG
HW
AY
DIVID
ED
4'
BW
F
4' BWF
SPEED
BIK
E LA
NE
4' BWF
STOP/
40LI
MIT
LANE
4'
BW
F
6'
CLF
BIK
E
4' BWF
4' BWF
5' 4-S
TR
AN
D B
AR
BE
D
WIR
E FE
NC
E
WATER EDGE
WATER EDGE
WA
TE
R E
DG
E
6'
CH
AIN LIN
K FE
NC
E6'
CH
AIN LIN
K FE
NC
E
RETENTION WALL FOR BRIDGE
RETENTION WALL FOR BRIDGE
WATER EDGE
WA
TE
R E
DG
E
6'
CH
AIN LIN
K F
ENCE
6'
CH
AIN LIN
K FE
NC
E6'
CH
AIN LIN
K FE
NC
E
NPW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
WATER
WATER
WATER
WATER
WATER
WATER
NPW
WATER
WATER
WATER
SD
NPW
WATER
WATER
WATER
WATER
NPW
NPW
SD
NPW
NPW
SD
BACK F
LOW
BACK F
LOW
BACK F
LOW
SD
SD
SD
SD
SD
SD
SD
SD
VAULT
WO
OD
UN
K
UN
K UN
K
UN
K
115 120 125
210
215
310
315
515
600
STA 645+84.53, 78.62' LT £ SURVEY SR 400 (I-4)
BEGIN £ CONST IWBCD2 PC STA 7054+13.67 =
Feet
100200
NLA R/W LINE
£ RAMP IC_DCP
PT
PC
PC
£ RAMP IB_DCP
PT
LA R/W LINE
EXISTING RETAINING WALL TO REMAIN
LA R/W LINE
£ EB DCP
LA R/W LINE
STA 120+02.34, 26' RT £ DARYL CARTER PKWY
END £ EB DCP STA 215+96.64 =
£ WB DCP STA 121+76.65, 23' LT £ DARYL CARTER PKWY
END £ WB DCP STA 317+73.70 =
£ DARYL CARTER PKWY
RE
GE
NC
Y
VILL
AG
E
DR.
R/W LINE
PC
PC
PT
PT
STA 120+73
END LIGHTING LIMITS
POLE 107 CKT XXXX
STA 512+78
POLE 108 CKT XXXX
STA 514+20
POLE 202 CKT XXXX
STA 602+57
POLE 203 CKT XXXX
STA 603+97
POLE 807 CKT XXXX
STA 209+93
POLE 808 CKT XXXX
STA 212+46
POLE 810 CKT XXXX
STA 214+53 POLE 812 CKT XXXX
STA 215+97
POLE 813 CKT XXXX
STA 316+71
POLE 811 CKT XXXX
STA 314+53 POLE 200 CKT XXXX
STA 601+17
POLE 809 CKT XXXX
STA 312+44
POLE 106 CKT XXXX
STA 511+38
POLE 109 CKT XXXX
STA 514+36
POLE 201 CKT XXXX
STA 601+14
VAULT
WELL/P
UMP
VA
ULT
ELE
CT
RIC
UN
DE
RG
RO
UN
D
BACK F
LOW
BACK F
LOW
BACK F
LOW
208
209
PR
ELI
MI
NA
RY:
NO
T F
OR C
ON
ST
RU
CTI
ON
5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLANLT15.dgn2:27:28 PM
441113-1-52-01 ORANGE SR 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Alexis Mousadi, P.E. No. 50764
C.A. No. 8115
Orlando, FL 32801
150 North Orange Avenue, Suite 200
AECOM Technical Services, Inc.
L-26
DARYL CARTER PKWY - PLAN 2
STA 604+05.96MATCH LINE £ RAMP IC_DCPSEE SR 400 (I-4) - PLAN 9
SEE SR 400 (I-4) - PLAN 8STA 511+61.14
MATCH LINE £ RAMP IB_DCP
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