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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441113-1-52-01 ORANGE SR 400

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA


Alexis Mousadi, P.E. No. 50764

C.A. No. 8115

Orlando, FL 32801



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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441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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

RE

ENI

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E

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ESNECIL

ADIROL

F

I

DASUOM SIXEL

A

LIGHTING PLANS

ALEXIS MOUSADI, P.E. NO. 50764

CERTIFICATE OF AUTHORIZATION: 8115

ORLANDO, FL 32801

150 NORTH ORANGE AVENUE, SUITE 200


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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441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



L-3 TABULATION OF QUANTITIES

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441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



TABULATION OF QUANTITIES

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441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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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441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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,


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


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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









200 601+17 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







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







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.


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



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



8 682-1-06 569+69 109.0 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

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441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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






NO.


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




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






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


C.A. No. 8115

Orlando, FL 32801



5/14/2018jason.vincent C:\Users\jason.vincent\Desktop\DCP_D5\dwg\PLAYLT01.DGN2:26:33 PM

441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



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


C.A. No. 8115

Orlando, FL 32801




441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



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 =


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


C.A. No. 8115

Orlando, FL 32801




441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.



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


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


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


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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 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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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)


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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


LA R/W LINE VINELAND AVE.

R/W LINE

LA R/W LINE

PO

T

Feet

100200

N


LA R/W LINE VINELAND AVE.

R/W LINE

LA R/W LINE

PO

T

(OLD POLE NO. 682-1-13)


(OLD POLE NO. 682-1-15)


PR

ELI

MI

NA

RY:

NO

T F

OR C

ON

ST

RU

CTI

ON


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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 7071+60

POLE 503 CKT XXXX

STA 7073+03

POLE 504 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 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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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 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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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 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

NA

RY:

NO

T F

OR C

ON

ST

RU

CTI

ON


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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


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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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



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


TO REMAIN

EXISTING BRIDGE

PT


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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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 =


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 215+97

POLE 813 CKT XXXX

STA 316+71

POLE 811 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


441113-1-52-01 ORANGE SR 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.




C.A. No. 8115

Orlando, FL 32801



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

MA

TC

H LIN

E

DA

RY

L C

AR

TE

R P

KW

Y-P

LA

N 1 S

TA 114

+00.0

0

department of transportation - i-4 beyond · 2018-05-21 · certificate of authorization: 8115...

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