ACPh1RTAPlansVol120171109_-_Part_6_of_17.pdf

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MATCH LINE, SEE SHEET CS109

GENERAL NOTES:

THE EXISTING GRAVEL ROAD WIDTH VARIES.

THE GRAVEL OVERLAY IS TO MATCH THE

EXISTING GRAVEL WIDTH. THE OVERLAY CROSS

SLOPE WILL MATCH THE EXISTING CROSS

SLOPE. THE EXISTING SHOULDERS WILL

REMAIN.

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

AC℄

P

ACCESS DRIVE

CURVE DATA

P.I. = 123+67.91

T=100.30'

DELTA=33°48'41"

R=330.00'

L=194.74'

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EDGE OF EXISTING GRAVEL

SHOULDER TO REMAIN

CONTROL POINT NO. 4

AC STA. 124+19.59

13.21' RT

EL. 4.37'

MATCH EDGE OF

EXISTING GRAVEL

NN

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

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GENERAL NOTES:

THE EXISTING GRAVEL ROAD WIDTH VARIES.

THE GRAVEL OVERLAY IS TO MATCH THE

EXISTING GRAVEL WIDTH. THE OVERLAY CROSS

SLOPE WILL MATCH THE EXISTING CROSS

SLOPE. THE EXISTING SHOULDERS WILL

REMAIN.

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

AC

131+00

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133+00

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135+00

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EDGE OF EXISTING GRAVEL

SHOULDER TO REMAIN

CONTRACTOR LAYDOWN AREA 1

MATCH EDGE OF

EXISTING GRAVEL

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GENERAL NOTES:

THE EXISTING GRAVEL ROAD WIDTH VARIES.

THE GRAVEL OVERLAY IS TO MATCH THE

EXISTING GRAVEL WIDTH. THE OVERLAY CROSS

SLOPE WILL MATCH THE EXISTING CROSS

SLOPE. THE EXISTING SHOULDERS WILL

REMAIN.

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

136+00

137+00

138+00

139+00 140+00

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AC℄

EXISTING GATE

TO REMAIN

BEGIN PK LINE

AC 142+29.02, 12.00' LT =

PK 11+94.84

N=3577001.82

E=12032184.89

R = 25'

R = 25'

R = 25'

END GRAVEL OVERLAY

BEGIN ASPHALT PAVEMENT

AC 141+40.67

END CAUSEWAY ℄

END TAPER

MATCH EXISTING

AC 141+79.96, 65.45' LT

END TAPER

MATCH EXISTING

AC 142+24.52, 76.10' RT

P C

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ACCESS DRIVE

CURVE DATA

P.I. = 141+12.11

T=34.32'

DELTA=13°30'06"

R=300.00'

L=68.34'

P

T

END TAPER

N 3577037.86

E 12032104.46

BEGIN TAPER

N 3577052.19

E 12032138.67

N 3577007.69

E 12032112.93

N 3576985.00

E 12032126.67

BEGIN TAPER

N 3577037.47

E 12032159.07

N 3577007.25

E 12032172.74

BEGIN TAPER

N 3576947.59

E 12032153.60

S 50°17'53" E

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S 52°50'30" E

E

ACCESS DRIVE

D

CP504

CHECK POINT AHEAD SIGN

MIN. 6' OFFSET FROM EOP

EDGE OF EXISTING GRAVEL

SHOULDER TO REMAIN

TAPER PI

AC STA. 140+00.00

10.00' LT & RT

PT

PC

CAUSEWAY ALIGNMENT

INFORMATION SEE

TABLES 1 & 2 THIS SHEET

BEGIN CAUSEWAY ℄

CAUSEWAY℄

SEE NOTE 2

THIS SHEET

SEE NOTE 3 THIS SHEET

R = 25'

CONTROL POINT NO. VOR-5

AC STA. 136+64.87

12.42' LT

EL. 5.83'

CONTRACTOR LAYDOWN AREA 2

D

CP504

YIELD SIGN

MIN. 6'

OFFSET

FROM EOP

D

CP504

YIELD SIGN

MIN. 6'

OFFSET

FROM EOP

CHAIN LINK FENCE

LIMIT OF GRADING

CONTRACTOR LAYDOWN AREA 1

MATCH EDGE OF

EXISTING GRAVEL

BEGIN TAPER

AC STA. 140+00.00

A

CS503

24' PROPOSED

GATE 70.50' LT

END AC LINE

AC STA. 142+50.00

N=3576982.30

E=12032199.14

N 3576973.88

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CS104

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GENERAL NOTES:

1. THE EXISTING GRAVEL ROAD WIDTH VARIES. THE GRAVEL OVERLAY IS TO MATCH THE EXISTING GRAVEL WIDTH. THE OVERLAY CROSS SLOPE

WILL MATCH THE EXISTING CROSS SLOPE. THE EXISTING SHOULDERS WILL REMAIN.

2. CHAIN LINK FENCE CORNER POST

N 3577027.242

E 12032177.048

3. CONTROL POINT NO. 604

AC STA. 141+88.60

3.13' RT

EL. 6.17'

4. FOR FENCE DETAILS SEE SHEETS CS501, CS502, AND SB513.

5. FOR A PORTION OF THE FENCING ON THIS SHEET, AN OPTION IS INCLUDED IN VOLUME 3 FOR AN 8' PICKET FENCE INSTEAD OF AN 8' CHAIN LINK

FENCE WITH BARBED WIRE. FOR DETAILS ON THE 8' PICKET FENCE OPTION, SEE VOLUME 3, SHEET CS501.

6. MAINTAIN VEHICULAR ACCESS TO THE TRAINING ROAD CROSSING THE ACCESS DRIVE.

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

MATCH LINE, SEE SHEET CS110

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CHECK POINT SIGN

MIN. 6' OFFSET

FROM EOP

DO NOT ENTER SIGN

2' OFFSET

FROM EOP

KEEP RIGHT SIGN

2' OFFSET

FROM EOP

STOP SIGN

MIN. 6' OFFSET

FROM EOP

ENTRANCE

RAMP

KEEP RIGHT SIGN

2' OFFSET

FROM EOP

BARRIER

CURB

GUARDRAIL

R = 5'

R = 488'

R = 5'

R = 5'

R = 2'

R = 50'

R = 2'

R = 2'

R = 2'R = 2'

R = 2'

SA STA. 15+80.22

4.50' RT

GAS METER BY VIRGINIA NATURAL

GAS. FOR PAD DETAILS SEE

VOLUME 2, SHEET S-121.

CENTRAL ELECTRICAL PLANT WEST

SEE VOLUME 2 FOR DETAILS

SA

BARRIER

CURB

MOUNTABLE

CURB

L SA

L PK

R = 3'

R = 9.75'

R = 80'

R = 4'

R = 5'

R = 10.5'

R = 4'

R = 75'

R = 20'

RETAINING WALL RWN

WITH 8' CHAIN LINK

FENCE WITH BARBED WIRE

FOR DETAILS SEE

SHEET SB113

PK 15+26.92

5.75' LT

BEGIN SA LINE

AC 142+50.00, 12.00' RT =

SA 10+06.21

N=3576971.34

E=12032194.24

GUARD HOUSE, SEE

VOLUME 2 FOR DETAILS

PARKING LOT

CURVE DATA

P.I. = 12+97.67

T=102.83'

DELTA=23°14'33"

R=500.00'

L=202.83'

PARKING LOT

CURVE DATA

P.I. = 15+28.35

T=9.07'

DELTA=17°11'45"

R=60.00'

L=18.01'

SERVICE ALLEY

CURVE DATA

P.I. = 12+83.46

T=51.81'

DELTA=5°55'52"

R=1000.00'

L=103.52'

3' MAN GATE

PK STA. 12+98.44

20.00' LT

D

CP504

D

CP504

D

CP504

D

CP504

C

CP511

R = 75'

R = 60'

R = 5'

R = 2'

R = 50'

R = 500'

R = 5'

D

CP504

FENCE CORNER POST

N: 3576971.454

E: 12032496.965

BEGIN FENCE TAPER

SA STA. 15+59.00

5.00' RT

END FENCE TAPER

SA STA. 15+80.22

9.00' RT

SIDEWALK

TRANSFORMER AND PAD BY

DOMINION VIRGINIA POWER

GUARDRAIL

16' DOUBLE SWING

GATE MANUALLY

OPERATED

FOR DETAILS

SEE SHEET CS502

SERVICE

ENTRANCE

E

CP511

FENCE END POST

PK STA. 13+66.67

20.00' LT

FENCE END POST

PK STA. 13+83.33

19.90' LT

MOUNTABLE CURB

SEEDING

SEE SEEDING PLANS

ACCESS

RAMP

D

CP511

BEGIN GUARDRAIL

PK 15+26.46

3.30' LT

BEGIN GUARDRAIL

GUARDRAIL TERMINAL

SEE SHEET CS104

SA STA. 15+10.22

2.00' RT

A

CS501

8' CHAIN LINK FENCE

WITH BARBED WIRE

A

CS501

CHAIN LINK

FENCE

CONTRACTOR LAYDOWN AREA 2 SEE NOTE 10

SEE NOTE 9

RETAINING WALL RWS

WITH 8' CHAIN LINK FENCE

WITH BARBED WIRE FOR

DETAILS SEE SHEET SB113

RPA

WETLAND LIMIT

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WHEELSTOP (TYP.)

SEE SHEET CP508

FOR DETAILS

B

B

KEEP RIGHT SIGN

2' OFFSET

FROM EOP

D

CP504

R = 400'

30'

BEGIN CHAIN LINK FENCE

SA STA. 10+62.00

5.00' RT

US Army Corps of Engineers ®

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M A

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S

E

M A

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L I N

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S

E

NOTES:

1. SEE SHEET CS401 FOR PLAN LAYOUT AND GUARDRAIL

COORDINATES.

2. PROPOSED CURB IS LOCATED ONLY WHERE INDICATED.

3. PAVEMENT MARKINGS ARE SHOWN FOR INFORMATION

ONLY. SEE SHEETS CI104 TO CI126.

4. THE BEGINNING AND ENDING OF ALL GUARDRAILS SHALL

INCLUDE A TERMINAL SECTION. FOR GUARDRAIL DETAILS

SEE SHEET CS504.

5. FOR BOLLARD DETAILS SEE SHEET CP508.

6. FOR FENCE DETAILS SEE SHEETS CS501, CS502, AND

SB513.

7. FOR CURB DETAILS, SEE SHEET CP512.

8. FOR A PORTION OF THE FENCING ON THIS SHEET, AN

OPTION IS INCLUDED IN VOLUME 3 FOR AN 8' PICKET

FENCE INSTEAD OF AN 8' CHAIN LINK FENCE WITH

BARBED WIRE. FOR DETAILS ON THE 8' PICKET FENCE

OPTION, SEE VOLUME 3, SHEET CS501.

9. NO RIGHT TURN SIGN, 2' OFFSET FROM EOP. SEE SHEET

CP504 DETAIL D.

10. STACK YIELD SIGN AND NO LEFT TURN SIGN BETWEEN

GUARDRAIL AND CONCRETE STRIP. SEE SHEET CP504

DETAIL D.

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

A

CS408

B

CS408

KEY PLAN

SCALE: 1"=1000'

A

CS401

B

CS401

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

AutoCAD SHX Text W.E.=2.9 10/30/15 1:09

52+00

55+00 56+00 57+00 58+00

18+00

20+00 21+00 22+00 23+00 24+00

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X X X X X X X X X X X X X X X X X X X

X

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30'

SERVICE ALLEY

FUTURE ADMIN BUILDING BY OTHERS

P C

E

'4

E

P

R

C

P T

N

E

S 52°45'09" E

M

M

52+00

55+00 56+00 57+00 58+00

SIDEWALK, 4' WIDE

SIDEWALK, 4' WIDE

R = 33'

RETAINING WALL, RWS,

WITH 8' CHAIN LINK

FENCE WITH BARBED WIRE

FOR DETAILS SEE

SHEET SB114

RETAINING WALL, RWS, WITH 8' CHAIN LINK

FENCE WITH BARBED WIRE. FOR DETAILS

SEE SHEET SB115

RPA

WETLAND LIMIT

SIDEWALK, 4' WIDE

GUARDRAIL

FUTURE COOLING TOWERS

BY OTHERS

BARRIER

CURB

GUARDRAIL PI

SA 19+83.65

2.00' RT

SA STA. 20+01.84

4.50' RT

BEGIN GUARDRAIL

SA 20+57.74

22.00' RT

BEGIN GUARDRAIL

SA 23+61.24

19.50' RT

END GUARDRAIL

SA STA. 23+57.74

22.00' RT

SA 20+54.24

24.50' RT

BARRIER

CURB

SA

R = 375' R = 300'

SERVICE ALLEY

CURVE DATA

P.I. = 18+24.37

T=90.70'

DELTA=17°11'32"

R=600.00'

L=180.04'

SERVICE ALLEY

CURVE DATA

P.I. = 19+66.11

T=52.40'

DELTA=9°58'57"

R=600.00'

L=104.54'

STA. 17+75.00

SA 26.00' LT

STA. 18+75.00

SA 27.72' LT

SA STA. 18+83.39

28.44' LT

SA STA. 19+52.29

29.69' LT

SA STA. 20+20.68

26.00' LT

STA. 17+40.75

SA 61.94' LT

R = 2'

SA STA. 20+52.24

0.00' RT

STA. 20+54.24

SA 2.00' RT

SA STA. 23+64.74

24.50' RT

SA STA. 23+64.74

4.50' RT

STA. 17+70.61

SA 26.00' LT

STA. 20+01.73

SA 0.00' RT

SA 20+02.38

24.72' RT

END GUARDRAIL

STA. 20+52.25

SA 1.00' RT

R = 5'

FUTURE SIDEWALK

(BY OTHERS)

FUTURE HANGAR BY OTHERS

FOR CENTERLINE LOCATIONS

SEE SIDEWALK CROSSDRAIN

SCHEDULE ON THIS SHEET.

ACCESS

RAMP

D

CP511

WHEEL STOP (TYP.)

SEE SHEET CP508,

DETAIL A1

WHEEL STOP

(TYP.)

BIKE SHELTER

SA STA. 20+80.00

47.00' LT

SA STA. 18+85.00

33.89' LT

SA STA. 18+85.00

15.00' LT

SA STA. 17+65.00

15.00' LT

SA STA. 17+44.81

61.44' LT

THE AREA AROUND THE FUTURE ADMIN BUILDING

DEFINED BY THIS SHAPE IS TO BE TURNED OVER

TO THE PHASE 2 CONTRACTOR 480 CALENDAR DAYS

AFTER NOTICE TO PROCEED.

R = 615.00'

US Army Corps of Engineers ®

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SCALE:1"= 30'

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KEY PLAN

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NOTES:

1. PAVEMENT MARKINGS ARE SHOWN FOR INFORMATION

ONLY. SEE SHEETS CI104 TO CI126.

2. THE BEGINNING AND ENDING OF ALL GUARDRAILS SHALL

INCLUDE A TERMINAL SECTION. FOR GUARDRAIL DETAILS

SEE SHEETS CS504 TO CS508.

3. FOR BOLLARD DETAILS SEE SHEET CP508.

4. FOR SIDEWALK CROSSDRAIN DETAILS, SEE SHEET CP512.

5. FOR FENCE DETAILS SEE SHEETS CS501, CS502, AND SB513.

6. FOR A PORTION OF THE FENCE SHOWN ON THIS SHEET, AN

OPTION IS INCLUDED IN VOLUME 3 FOR AN 8' PICKET FENCE

INSTEAD OF AN 8' CHAIN LINK FENCE WITH BARBED WIRE.

FOR DETAILS ON THE 8' PICKET FENCE OPTION, SEE

VOLUME 3, SHEET CS501.

7. FOR CURB DETAILS, SEE SHEET CP512.

8. 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

SA

SA

SA

SA

SA

SA

SA

SA

LT

LT

LT

LT

LT

LT

LT

30.48

26.41

26.00

26.00

26.00

26.00

26.00

26.00

19+10.00

19+99.45

20+29.46

20+89.35

21+31.35

21+91.45

22+34.90

22+95.91

BASELINE DIRECTIONOFFSETSTATION

SIDEWALK CROSSDRAIN SCHEDULE

LT

SA

SA

LT26.00

26.00

23+31.57

24+02.90 LT

D

CS408

A

CP508

A

CS409

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

W.E.=2.9 10/30/15 1:09

59+00 60+00

64+00 65+00

X

X

X

X

X

X

25+00 26+00 27+00 28+00 29+00 30+00 31+00

X X X X X X X X X X X

X

X X X X

X

X

X

X

X

X

X

X

X

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SERVICE ALLEY

47.63'40'63.61'

S 52°45'09" E

20'

ENTRANCE

RAMP

6'

RETAINING WALL, RWS,

WITH 8' CHAIN LINK

FENCE WITH BARBED WIRE

FOR DETAILS SEE SHEET SB115

RPA

WETLAND LIMIT

SIDEWALK, 4' WIDE

SA

R = 23'

R = 10'

GUARDRAIL

8' CHAIN LINK FENCE

WITH BARBED WIRE

CENTRAL ELECTRICAL PLANT

EAST SEE VOLUME 2 FOR

DETAILS

FIRE PUMP HOUSE AND TANKS

SEE VOLUME 2 FOR DETAILS

BARRIER

CURB

BARRIER

CURB

15' X 15' X 4"

CONCRETE PAD

SEE SHEET CP515

CABLE TRENCH, FOR

DETAILS SEE SHEET CP515

SA STA. 26+34.39

4.50' RT

END GUARDRAIL

SA 28+61.88

2.00' RT

SA 29+20.89

110.26' RT

SA 29+40.89

110.26' RT

SIDEWALK CROSSDRAIN (TYP.)

FOR CENTERLINE LOCATIONS

SEE SIDEWALK CROSSDRAIN

SCHEDULE ON THIS SHEET.

BARRIER

CURB

SA STA. 26+34.39

SA 24.50' RT

BEGIN RAMP

STA. 28+89.68

57+50.00' LT

BEGIN RAMP

STA. 28+60.68

SA 26.00' LT

STA. 30+40.89

SA 34.50' LT

STA. 30+40.89

SA 49.50' LT

STA. 30+40.89

SA 0.00' LT

SIDEWALK

C

CP511

R = 2'

SA STA. 27+07.71

SA 24.50' RT

STA. 28+65.94

SA 109.41' RT

CURB RAMPA

CP511

FENCE CORNER POST

N: 3575765.215

E: 12033766.265

GUARDRAIL

BEGIN GUARDRAIL

SA 29+21.51

107.75' RT

END GUARDRAIL

SA 29+40.26

107.75' RT

END GUARDRAIL

SA STA. 26+32.89

SA 2.00' RT℄

BEGIN GUARDRAIL

SA STA. 26+41.14

SA 22.00' RT

END GUARDRAIL

SA STA. 27+53.63

SA 22.00' RT

BEGIN GUARDRAIL

SA STA. 27+61.88

SA 2.00' RT

GUARDRAIL

SIDEWALK

STA. 28+70.14

SA 100.75' RT

STA. 29+20.89

SA 100.75' RT

STA. 30+40.89

SA 100.75' RT

STA. 29+40.89

SA 100.75' RT

SEEDING

SEE SEEDING PLANS

AGSE/ STORAGE/ COVERED

PARKING (BLDG 5) SEE

VOLUME 2 FOR DETAILS

ACCESS

RAMP

D

CP511

FUTURE HANGAR BY OTHERS

TRANSFORMER AND SWITCH

PADS BY DOMINION VIRGINIA

POWER

WETLAND LIMIT

RPA

WHEEL STOP (TYP.)

SEE SHEET CP508

FOR DETAILS

STA. 28+66.68

SA 26.00' LT

STA. 28+89.68

SA 49.00' LT

US Army Corps of Engineers ®

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SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

CS107

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M A

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NOTES:

1. PAVEMENT MARKINGS ARE SHOWN FOR

INFORMATION ONLY. SEE SHEETS CI104 TO

CI126.

2. THE BEGINNING AND ENDING OF ALL

GUARDRAILS SHALL INCLUDE A TERMINAL

SECTION. FOR GUARDRAIL DETAILS SEE

SHEETS CS504 TO CS508.

3. FOR SIDEWALK CROSS SECTION SEE SHEET

CP512.

4. FOR FENCE DETAILS SEE SHEETS CS501,

CS502, AND SB513.

5. FOR CURB DETAILS, SEE SHEET CP512.

6. 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

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

LT

LT

LT

LT

LT

LT

LT

LT

LT

26.00

26.00

26.00

26.00

26.00

26.00

26.00

26.00

26.00

26.00

24+56.73

24+94.56

25+39.75

25+65.28

26+02.52

26+44.74

26+95.53

27+49.24

28+01.78

28+54.68

BASELINE DIRECTIONOFFSETSTATION

SIDEWALK CROSSDRAIN SCHEDULE

LT

A

CS402

AutoCAD SHX Text W.E.

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.8

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.8

AutoCAD SHX Text 0.8

W.E.=1.3 10/30/15 11:37

RPA

X

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X

X

X

X

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X

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X

X

X

32+00 33+00 34+00 35+00

X

X

X

X

X

X

X

X

X

X

X

X

X

X

8' CHAIN LINK FENCE

WITH BARBED WIRE

S 52°45'09" E

FENCE CORNER POST

N 3575749.619

E 12034146.781

FENCE CORNER POST

N 3575503.214

E 12034067.899

FENCE CORNER POST

N 3575559.061

E 12033893.446

WETLAND LIMIT

WETLAND LIMIT

RPA

L SA

B

END SA LINE

SA STA. 35+00.00

N=3575553.68

E=12034234.06

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SCALE:1"= 30'

0 30'

KEY PLAN

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CS108

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M A

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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

NOTES:

1. FOR FENCE DETAILS SEE SHEETS

CS501, CS502, AND SB513.

L AC

ACCESS DRIVE

CURVE DATA

P.I. = 117+89.80

T=104.01'

DELTA=92°15'07"

R=100.00'

L=161.01'

P

P

R

P

ACCESS DRIVE

CURVE DATA

P.I. = 119+61.46

T=114.65'

DELTA=14°31'12"

R=900.00'

L=228.08'

P

C

C

E

I

V

E

EDGE OF EXISTING GRAVEL

SHOULDER TO REMAIN

C

L AC

C

MATCH EDGE OF

EXISTING GRAVEL

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

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MATCH LINE, SEE SHEET CS101

MATCH LINE, SEE SHEET CS115

GENERAL NOTES:

THE EXISTING GRAVEL ROAD WIDTH VARIES.

THE GRAVEL OVERLAY IS TO MATCH THE

EXISTING GRAVEL WIDTH. THE OVERLAY CROSS

SLOPE WILL MATCH THE EXISTING CROSS

SLOPE. THE EXISTING SHOULDERS WILL

REMAIN.

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

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FENCE CORNER POST

N: 3577459.160

E: 12032277.887

CONTRACTOR LAYDOWN AREA 2

FENCE CORNER POST

N: 3577518.807

E: 12032380.266

8' CHAIN LINK FENCE

WITH BARBED WIRE

RPA

WETLAND LIMIT

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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

MATCH LINE, SEE SHEET CS104

NOTES:

1. FOR FENCE DETAILS SEE SHEETS

CS501, CS502, AND SB513.

2. AN OPTION IS INCLUDED IN VOLUME

3 FOR AN 8' PICKET FENCE INSTEAD

OF AN 8' CHAIN LINK FENCE WITH

BARBED WIRE. FOR DETAILS ON THE

8' PICKET FENCE OPTION, SEE

VOLUME 3, SHEET CS501.

794+00 795+00 796+00

794+00 795+00 796+00

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WETLAND LIMIT

RPA

L PK

R = 2'

R = 2'

RETAINING WALL, RWN,

WITH 8' CHAIN LINK FENCE

WITH BARBED WIRE

FOR DETAILS SEE SHEET SB110

GUARDRAIL

TL

PARKING LOT

CURVE DATA

P.I. = 18+13.36

T=51.64'

DELTA=54°37'33"

R=100.00'

L=95.34'

PARKING LOT

CURVE DATA

P.I. = 19+96.26

T=43.92'

DELTA=47°25'35"

R=100.00'

L=82.77'

N 3576807.918

E 12032807.134

N 3576748.652

E 12032885.080

FENCE CORNER POST

N: 3577306.426

E: 12032587.206

FENCE CORNER POST

N: 3577201.997

E: 12032488.911

N 3576770.919

E 12032855.794

N 3576761.386

E 12032868.332

CONTRACTOR LAYDOWN AREA 2

WETLAND LIMIT

RPA

WHEELSTOP (TYP.)

SEE SHEET CP508

FOR DETAILS

LEV PARKING SIGN (TYP.)

SEE SHEET CP505

FOR DETAILS

BEGIN TL LINE

TL STA. 794+00.00

N=3577063.78

E=12032891.12

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NOTES:

1. PAVEMENT MARKINGS ARE SHOWN FOR

INFORMATION ONLY. SEE SHEETS CI104

TO CI126.

2. FOR FENCE DETAILS SEE SHEETS CS501,

CS502, AND SB513.

3. AN OPTION IS INCLUDED IN VOLUME 3

FOR AN 8' PICKET FENCE INSTEAD OF AN

8' CHAIN LINK FENCE WITH BARBED WIRE.

FOR DETAILS ON THE 8' PICKET FENCE

OPTION, SEE VOLUME 3, SHEET CS501.

4. 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

M A

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AutoCAD SHX Text W.E.

2.2

BARRIER

CURB

SIDEWALK, 4' WIDE

R = 33'

APRON

L TL

FUTURE ADMIN BUILDING BY OTHERS

8' CHAIN LINK FENCE

WITH BARBED WIRE

SPLIT BLOCK WALL

SURROUNDING TRASH

DUMPSTER ENCLOSURE

WITH 15' WIDE OPENING

SEE SHEET CP507

RETAINING WALL, RWN,

WITH 8' CHAIN LINK

FENCE WITH BARBED WIRE

FOR DETAILS SEE SHEET SB110

PK 24+16.83

6.14' LT

END GUARDRAIL

PK 24+17.46

3.73' LT

RPA

WETLAND LIMIT

PARKING LOT

CURVE DATA

P.I. = 22+29.92

T=34.18'

DELTA=15°34'21"

R=250.00'

L=67.95'

P

P

T

I

S 52°45'09" E

BEGIN FENCE

N 3576730.435

E 12033273.224

N 3576905.269

E 12033069.488

N 3576917.374

E 12033053.568

N 3576931.803

E 12033106.010

N 3576878.347

E 12033176.315

N 3576839.253

E 12033190.543

N 3576748.463

E 12033309.946

N 3576740.042

E 12033303.543

N 3576658.911

E 12033241.855

N 3576795.654

E 12033516.362

N 3576811.575

E 12033528.467

N 3576758.050

E 12033524.515

N 3576811.575

E 12033528.467

STA. 24+83.56

PK 25.00' LT

L PK

N 3576776.543

E 12033533.237

N 3576760.622

E 12033521.131

STA. 24+83.56

PK 0.00' LT

FENCE CORNER POST

PK STA. 24+81.31

1.00' LT

N 3576830.828

E 12033184.137

N 3576634.434

E 12033191.436

N 3576928.806

E 12033258.634

N 3576911.520

E 12033302.021

N 3576901.569

E 12033294.455

FENCE CORNER POST

N 3576720.708

E 12033286.016

N 3576821.055

E 12032980.331

N 3576808.950

E 12032996.252

WHEELSTOP (TYP.)

SEE SHEET CP508 FOR DETAILS

A

CP511

CURB RAMP

B

CP511

WALKWAY

RAMP

A

CP511

CURB RAMP

BEGIN RAMP

N 3576881.388

E 12033051.330

BEGIN RAMP

N 3576812.930

E 12032999.278

N 3576619.109

E 12033211.592

R = 33'

N 3576832.112

E 12033182.600

N 3576755.385

E 12033283.355

N 3576754.564

E 12033446.490

N 3576745.485

E 12033458.430

N 3576725.584

E 12033443.299

N 3576734.663

E 12033431.358

N 3576655.061

E 12033370.832

N 3576645.982

E 12033382.773

N 3576626.081

E 12033367.641

N 3576635.160

E 12033355.701

N 3576598.480

E 12033610.465

N 3576607.559

E 12033598.524

N 3576618.381

E 12033625.596

N 3576627.460

E 12033613.656

N 3576498.976

E 12033534.807

N 3576508.055

E 12033522.867

N 3576518.877

E 12033549.939

N 3576527.956

E 12033537.998

CONTROL POINT NO. VOR-2

PK STA. 23+43.52

74.35' LT

EL. 4.98'

FUTURE HANGAR BY OTHERS

HANDICAP PARKING SIGN (TYP.)

SEE SHEET CP505 FOR DETAILS

N 3576757.543

E 12033298.006

N 3576767.493

E 12033305.572

N 3576776.572

E 12033293.632

N 3576766.622

E 12033286.066

C

LEV PARKING SIGN

SEE SHEET CP505 FOR DETAILS

SIDEWALK, 4.5' WIDE

SIDEWALK, 4' WIDE

X X

X

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

25+00

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

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N 3576909.994

E 12033339.124

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HANDICAP PARKING

VAN ACCESSIBLE

A2

CP505

HANDICAP PARKING

FENCE END POST

TL STA. 799+22.00

92.00' LT

FENCE END POST

TL STA. 799+22.00

75.50' LT

END PK LINE

PK STA. 25+00.00

N=3576847.97

E=12033406.26

PER SPECIFICATION SECTION 32 13 11, PARAGRAPH 1.3.6,

USE THIS LANE FOR CONSTRUCTION OF TEST SECTION.

N 3576894.233

E 12033345.408

N 3576884.283

E 12033337.842

N 3576922.792

E 12033063.340

N 3576928.229

E 12033103.276

N 3576739.332

E 12033351.711

THE AREA AROUND THE FUTURE ADMIN BUILDING

DEFINED BY THIS SHAPE IS TO BE TURNED OVER

TO THE PHASE 2 CONTRACTOR 480 CALENDAR

DAYS AFTER NOTICE TO PROCEED.

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SCALE:1"= 30'

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KEY PLAN

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CS112

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M A

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S

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MATCH LINE, SEE SHEET CS117

NOTES:

1. PAVEMENT MARKINGS ARE SHOWN FOR

INFORMATION ONLY. SEE SHEETS CI104 TO CI126.

2. FOR BOLLARD DETAILS SEE SHEET CP508.

3. FOR SIDEWALK CROSS SECTION SEE SHEET CP512.

4. THE BEGINNING AND ENDING OF ALL GUARDRAILS

SHALL INCLUDE A TERMINAL SECTION. FOR

GUARDRAIL DETAILS SEE SHEETS CS504 TO CS508.

5. FOR FENCE DETAILS SEE SHEETS CS501, CS502,

AND SB513.

6. AN OPTION IS INCLUDED IN VOLUME 3 FOR AN 8'

PICKET FENCE INSTEAD OF AN 8' CHAIN LINK FENCE

WITH BARBED WIRE. FOR DETAILS ON THE 8' PICKET

FENCE OPTION, SEE VOLUME 3, SHEET CS501.

7. FOR CURB DETAILS, SEE SHEET CP512.

8. 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

B

CS408

X

X

X

X

X

X

803+00 804+00 805+00 806+00 807+00 809+00 810+00

XXXXXXXX

X

X

803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00

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 ®

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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'

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CS113

A L I G

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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

810+00 811+00 812+00

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

810+00 811+00 812+00 813+00 814+00

L TL

RPA

8' CHAIN LINK FENCE

WITH BARBED WIRE

FENCE CORNER POST

N: 3575803.294

E: 12034335.182

FENCE CORNER POST

N: 3575959.816

E: 12034240.777

FENCE CORNER POST

N: 3575960.781

E: 12034259.424

FENCE CORNER POST

N: 3576004.332

E: 12034238.473

FENCE CORNER POST

N: 3576067.929

E: 12034207.881

C

WETLAND LIMIT

WETLAND LIMIT

END TL LINE

TL STA. 814+00.00

N=3575853.26

E=12034483.17

US Army Corps of Engineers ®

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SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

CS114

A L

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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

NOTES:

1. FOR FENCE DETAILS SEE SHEETS

CS501, CS502, AND SB513.

MATCH LINE, SEE SHEET CS108

AutoCAD SHX Text W.E.=1.5 10/28/15 3:00

W.E.=1.2 10/29/15 10:30

L AC

ACCESS DRIVE

CURVE DATA

P.I. = 114+32.75

T=77.95'

DELTA=26°34'49"

R=330.00'

L=153.09'

P.C. 113+54.81

N 3578978.75

E 12030902.92

S

W

A C

C E

I V

E

EDGE OF EXISTING GRAVEL

SHOULDER TO REMAIN

CONTROL POINT NO. 602

AC STA. 114+55.57

10.45' LT

EL. 5.56'

C

NN

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

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MATCH LINE, SEE SHEET CS109

MATCH LINE, SEE SHEET CS120

GENERAL NOTES:

THE EXISTING GRAVEL ROAD WIDTH VARIES.

THE GRAVEL OVERLAY IS TO MATCH THE

EXISTING GRAVEL WIDTH. THE OVERLAY CROSS

SLOPE WILL MATCH THE EXISTING CROSS

SLOPE. THE EXISTING SHOULDERS WILL

REMAIN.

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

W.E.=2.3 9/10/15 12:00

RPA

WETLAND LIMIT

32+0033+0034+00

RETAINING WALL, RWN

FOR DETAIL SEE SHEET SB109

32+0033+0034+00

US Army Corps of Engineers ®

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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'

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CS117

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SCALE: 1"=1000'

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MATCH LINE, SEE SHEET CS112

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

NOTES:

1. FOR RETAINING WALL ALIGNMENT DATA, SEE SHEET

CS105.

T A

X I W

A Y

L

T

W

T A

X I W

A Y

END APPROACH SLAB

BEGIN CONCRETE PAVEMENT

SEE JOINT DETAIL 5

ON SHEET CJ502

TW 507+30.00

RETAINING WALL, MSE - S

FOR DETAILS SEE SHEET SB111

WETLAND LIMIT

25' 25' 25'

25' END TAPER

STA. 507+55.00

TW 50.00' LT

BEGIN TAPER

STA. 507+30.00

TW 60.00' LT

END TAPER

STA. 507+55.00

TW 50.00' RT

BEGIN TAPER

STA. 507+30.00

TW 60.00' RT

STA. 507+30.00

TW 25.00' RT

STA. 507+39.91

TW 25.00' RT

STA. 507+85.00

TW 25.00' RT

STA. 507+85.00

TW 50.00' RT

STA. 507+85.00

TW 12.50' RT

STA. 507+39.91

TW 25.00' LT

STA. 507+30.00

TW 25.00' LT

24+0025+0026+00

31+00

SOUTH ABUTMENT

APPROACH SLAB

SEE SHEET SB509

RETAINING WALL, RWE,

FOR DETAILS SEE SHEET SB113

RETAINING WALL, RWN,

FOR DETAILS SEE SHEET SB109

RPA

WETLAND LIMIT

C

24+0025+0026+00

31+00

STATION EQUATION

TW STA. 507+07.42 =

MSE-S STA. 25+00.00

US Army Corps of Engineers ®

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CS118

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MATCH LINE, SEE SHEET CS126

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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

NOTES:

1. PAVEMENT MARKINGS ARE SHOWN

FOR INFORMATION ONLY. SEE

SHEETS CI104 TO CI126.

2. FOR RETAINING WALL ALIGNMENT

DATA, SEE SHEET CS105.

AutoCAD SHX Text W.E.

0.3

O

F

O

F

O

F O

L AC

R = 700'

AC 101+86.00

MATCH EXISTING

ASPHALT PAVEMENT

BEGIN GRAVEL OVERLAY

R = 10'

R = 100'

ACCESS DRIVE

CURVE DATA

P.I. = 103+66.49

T=111.91'

DELTA=18°09'57"

R=700.00'

L=221.94'

P

N 3579917.79

E 12030678.08

P T

N

E

N 3579836.76

E 12030689.95

N 3579854.35

E 12030644.53

N 3579983.23

E 12030526.14

C

C

E

I

V

E

EDGE OF EXISTING GRAVEL

SHOULDER TO REMAIN

CONTROL POINT NO. 600

AC STA. 102+23.92

13.93' RT

EL. 5.90'

C

MATCH EDGE OF

EXISTING GRAVEL

BEGIN AC LINE

AC STA. 101+00.00

N=3579948.45

E=12030606.94

NN

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I L

E

N

A M

E

I S

S U

E

D

A T

E

F I L

E

N

U M

B E

R

1 2 3 4 5

D

C

B

A

R T

A

S

U B

M I T

T A

L

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

E

PHASE 1

W

R

A V

I A

T I O

N

C

O M

P L

E X

V O

L U

S

I T

E

C

O N

S T

R U

C T

I O

N

N O

R F

O L

K

D

I S

T R

I C

T

N O

R F

O L

K

V

A

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

S

R

I N

N E

R T

T

W

H I T

M O

R E

H

W

E A

V E

R

S

R

I N

N E

R T

CS119

A L

I G

N M

E N

T

A

O

M E

T R

A

N

P C

S D

W G

M A

T C

H

L I N

E

S

E

GENERAL NOTES:

THE EXISTING GRAVEL ROAD WIDTH VARIES.

THE GRAVEL OVERLAY IS TO MATCH THE

EXISTING GRAVEL WIDTH. THE OVERLAY CROSS

SLOPE WILL MATCH THE EXISTING CROSS

SLOPE. THE EXISTING SHOULDERS WILL

REMAIN.

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

AutoCAD SHX Text

FO

AutoCAD SHX Text

FO

AutoCAD SHX Text W

AutoCAD SHX Text

EP

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

EOI

105+00

106+00

107+00

L AC

ACCESS DRIVE

CURVE DATA

P.I. = 109+35.52

T=148.85'

DELTA=87°40'52"

R=155.00'

L=237.20'

P C

N

E

P.T. 110+23.87

N 3579243.01

E 12031102.14

S 50°40'12" E

ACCESS DRIVE

EDGE OF EXISTING GRAVEL

SHOULDER TO REMAIN

CONTROL POINT NO. 601

AC STA. 109+09.94

32.37' LT

EL. 7.43'

C

MATCH EDGE OF

EXISTING GRAVEL

NN

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I L

E

N

A M

E

I S

S U

E

D

A T

E

F I L

E

N

U M

B E

R

1 2 3 4 5

D

C

B

A

R T

A

S

U B

M I T

T A

L

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

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A T

E

PHASE 1

W

R

A V

I A

T I O

N

C

O M

P L

E X

V O

L U

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I T

E

C

O N

S T

R U

C T

I O

N

N O

R F

O L

K

D

I S

T R

I C

T

N O

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O L

K

V

A

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

S

R

I N

N E

R T

T

W

H I T

M O

R E

H

W

E A

V E

R

S

R

I N

N E

R T

CS120

A L

I G

N M

E N

T

A

O

M E

T R

A

N

P C

S D

W G

MATCH LINE, SEE SHEET CS115

M A

T C

H

L I N

E

S

E

GENERAL NOTES:

THE EXISTING GRAVEL ROAD WIDTH VARIES.

THE GRAVEL OVERLAY IS TO MATCH THE

EXISTING GRAVEL WIDTH. THE OVERLAY CROSS

SLOPE WILL MATCH THE EXISTING CROSS

SLOPE. THE EXISTING SHOULDERS WILL

REMAIN.

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…