CS113.pdf

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R = 44'

R = 20'

STATION EQUATION

TW 509+95.00 =

TL 805+64.25

APRON

L

T

W

RETAINING WALL, RWE

FOR DETAILS SEE SHEET SB113

RPA

R = 25'

R = 50'

R = 50'

R = 25'

R = 50'

R = 75'

70'

25'

8' CHAIN LINK FENCE

WITH BARBED WIRE

AGSE/STORAGE/

COVERED PARKING

(BLDG. 5), SEE VOLUME 2

FOR DETAILS

R = 2'

N 3576042.818

E 12033969.385

N 3576062.719

E 12033984.516

N 3576067.028

E 12033937.544

N 3576086.929

E 12033952.675

N 3576126.731

E 12033982.938

N 3576102.520

E 12034014.779

N 3576156.545

E 12033902.559 N 3576062.187

E 12034043.947

N 3576075.884

E 12034029.237

N 3576073.082

E 12034029.618

N 3576090.573

E 12034040.405

N 3576118.599

E 12034036.590

N 3576152.288

E 12033992.283

N 3576217.990

E 12033986.965

N 3576241.871

E 12034005.123

N 3576346.968

E 12033990.816

N 3576389.336

E 12033935.094

N 3576424.368

E 12033930.324

N 3576551.768

E 12033870.163

N 3576551.768

E 12033870.163

N 3576517.524

E 12033906.938

N 3576509.959

E 12033916.888

N 3576504.713

E 12033878.353

N 3576505.584

E 12033897.859

N 3576265.999

E 12033985.782

N 3576275.078

E 12033973.841

N 3576294.979

E 12033988.973

N 3576304.058

E 12033977.032

N 3576314.008

E 12033984.598

N 3576386.639

E 12033889.075

N 3576396.590

E 12033896.640

N 3576405.669

E 12033884.700

N 3576425.569

E 12033899.832

N 3576433.135

E 12033889.881

N 3576453.036

E 12033905.013

N 3576445.470

E 12033914.963

63.7' 40' 47.63'

N 3576136.912

E 12033845.770

N 3576089.662

E 12033874.732

N 3576153.519

E 12033906.539

N 3576145.471

E 12033917.123

N 3576383.663

E 12034024.998

FENCE CORNER POST

N 3576195.536

E 12034041.385

SIDEWALK, 4' WIDE

BARRIER

CURB

N 3576113.718

E 120338760276

COVERED PARKING

SEE VOLUME 2

FOR DETAILS

N 3576330.423

E 12033921.705

N 3576339.502

E 12033909.765

N 3576319.601

E 12033894.633

N 3576310.522

E 12033906.573

N 3576270.721

E 12033876.311

N 3576279.800

E 12033864.370

N 3576259.899

E 12033849.239

N 3576250.820

E 12033861.179

N 3576409.931

E 12033693.224

N 3576390.030

E 12033678.093

N 3576400.852

E 12033705.164

N 3576380.951

E 12033690.033

N 3576489.533

E 12033753.750

N 3576480.454

E 12033765.690

N 3576500.355

E 12033780.822

N 3576509.434

E 12033768.881

CONTROL POINT NO. VOR-3

TL STA. 808+60.82

95.96' LT

EL. 4.04'

FUTURE HANGAR BY OTHERS

SIDEWALK CROSSDRAIN

CENTERLINE LOCATION

TW 511+81.61, 208.54' LT

WETLAND LIMIT

L TL

C

WHEELSTOP (TYP.)

SEE SHEET CP508

FOR DETAILS

C

N 3576170.660

E 12034038.912

N 3576217.990

E 12033986.965

OIL/WATER SEPARATOR ACCESS

4" CONCRETE ON 4" AGGREGATE

BASE COURSE WITH W6 WELDED

WIRE FABRIC ON 6" X 6" SPACING

N 3576202.253

E 12033977.528

END TW LINE

TW STA. 512+00.00

N=3576195.92

E=12033693.81

PER SPECIFICATION

SECTION 32 13 11,

PARAGRAPH 1.3.6,

USE THIS LANE FOR

CONSTRUCTION OF

TEST SECTION.

US Army Corps of Engineers ®

SHEET OF

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

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SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

CS113

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MATCH LINE, SEE SHEET CS107

MATCH LINE, SEE SHEET CS118

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NOTES:

1. PAVEMENT MARKINGS ARE SHOWN

FOR INFORMATION ONLY. SEE SHEETS

CI104 TO CI126.

2. FOR SIDEWALK CROSS SECTION SEE

SHEET CP512.

3. FOR FENCE DETAILS SEE SHEETS

CS501, CS502, AND SB513.

4. FOR CURB DETAILS, SEE SHEET CP512.

5. FOR RETAINING WALL ALIGNMENT

DATA, SEE SHEET CS105.

LEGEND

ASPHALT PAVEMENT, PER

SHOULDER IN TYPICAL SECTION

F, SEE SHEET CS303

ASPHALT PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS302

ASPHALT PAVEMENT, PER

TAXIWAY TYPICAL SECTION F,

SEE SHEET CS303

CONCRETE PAVEMENT, PER

APRON AND LOADING DOCK

TYPICAL SECTION H, SEE SHEET

CS304

HOT-MIX ASPHALT BASE COURSE

PAVEMENT, PER TAXIWAY

TYPICAL SECTION H, SEE SHEET

CS304

GRAVEL OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS301

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

CAST-IN-PLACE SIDEWALK

CONCRETE, SEE SHEET CP512

ASPHALT PAVEMENT, PER

PARKING LOT TYPICAL SECTION E

SEE SHEET CS303

CONCRETE APPROACH SLAB,

SEE STRUCTURES PLANS

CONCRETE OVERLAY, SEE

SHEETS ST103 AND ST104

REINFORCED CONCRETE

APRON PANEL, SEE SHEETS

CP501 AND CP514

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