ACPh1RTAPlansVol120171109_-_Part_7_or_17.pdf

PDF 9 MB Posted Nov 16, 2017

Attached to: Aircraft Apron and Airfield Site Improvements
Solicitation number: W9123617R0001
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

From the source

AC_Ph1_RTA_Plans_Vol1_2017_11_09: Due to large files of Plans Volume 1, a total of 17 parts will be attached for Plans Volume 1: 7 of 17

View the file

Other files

File	Type	Posted
ACPh1RTAPlansVol120171109_-_Part_10_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_13_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_14_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_2_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_3_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_15_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_4_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_16_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_1_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_8_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_9_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_6_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_11_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_12_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_17_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_5_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol320171109.pdf	PDF	Nov 16, 2017
AC_RTA_Geotech_Horiz_2017-07-12.pdf	PDF	Nov 16, 2017
W91236-17-R-0001_Aircraft_Apron_Airfield_Site_Improvement.pdf	PDF	Nov 16, 2017
ACPh1RTASpecsPart220171109.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol220171109.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109.zip	ZIP file	Nov 16, 2017
ACPh1RTASpecsPart320171109.pdf	PDF	Nov 16, 2017
ACPh1RTASpecsPart120171109.pdf	PDF	Nov 16, 2017

Show all 24

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

P V

E L

L O

E L

P V

E L

P V

E L

P V

E L

P V

E L

G R

E =

L = 150.00'

L = 200.00'

H I

E L

P V

E L

P V

E L

GRADE = -0.43%

L = 200.00'

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

WALL MSE-N

WALL MSE-S

-5

500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00

E L

E V

A T

I O

E L

E V

A T

I O

-5

507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00

E L

E V

A T

I O

E L

E V

A T

I O

MATCH APRON

PAVEMENT ELEVATION

OPEN WATER

BEGIN CONSTRUCTION

MATCH EXISTING

RUNWAY 14/32

ELEVATED TAXIWAY

STRUCTURE

RW, RUNWAY 14/32,

TW STA. 500+00.00

FOR APRON ELEVATIONS SEE

DETAILED PAVEMENT GRADES SHEET CP510

499+75

GRADE =

-0.50%

MSE-N, WALL MSE-N,

TW STA. 502+57.58

MSE-S, WALL MSE-S,

TW STA. 507+07.42

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

R M

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C T

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS201

T A

X I W

F I L E

W G

VERTICAL SCALE

HORIZONTAL SCALE

ABBREVIATIONS

PVI POINT OF VERTICAL INTERSECTION

PVC POINT OF VERTICAL CURVE

PVT POINT OF VERTICAL TANGENCY

LO LOW POINT OF VERTICAL CURVE

HI HIGH POINT OF VERTICAL CURVE

L LENGTH OF VERTICAL CURVE

ELEV ELEVATION

TAXIWAY PROFILE - TW LINE

60'

SCALE:1"= 30'

0 30'

12'

SCALE:1"= 6'

0 6'

AutoCAD SHX Text

GRADE = -0.50%

PROPOSED GRADE

EXISTING GRADE

-5

11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

E L

E V

A T

I O

E L

E V

A T

I O

E L E

P V

E L E

L = 100.00'

P V

E L E

P V

E L E

L = 100.00'

P V

E L E

G R

E =

P V

E L E

P V

E L E

GRADE =

0.80%

L = 130.00'

P V

E L E

P V

E L E

H I

E L E

P V

E L E

GRADE = 1.98%

BEGIN PK LINE

PK STA. 11+94.84 =

AC STA. 142+29.02, 12.00' LT

P V

E L

P V

E L

P V

E L

P V

E L

P V

E L

P V

E L

P V

E L

GRADE = 0.50%

G R

A D

L = 200.00'

L = 100.00'

PROPOSED GRADE

EXISTING GRADE

-5

18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

E L

E V

A T

I O

E L

E V

A T

I O

GRADE = -0.50%

MATCH APRON PAVEMENT ELEVATION

SEE SHEET CP509

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS202

P A

R K

I N

F I L

P C

S D

W G

HORIZONTAL SCALE

VERTICAL SCALE

ABBREVIATIONS

PVI POINT OF VERTICAL INTERSECTION

PVC POINT OF VERTICAL CURVE

PVT POINT OF VERTICAL TANGENCY

LO LOW POINT OF VERTICAL CURVE

HI HIGH POINT OF VERTICAL CURVE

L LENGTH OF VERTICAL CURVE

ELEV ELEVATION

PARKING LOT PROFILE - PK LINE

60'

SCALE:1"= 30'

0 30'

12'

SCALE:1"= 6'

0 6'

AutoCAD SHX Text

GRADE = 0.00%

EXISTING GRADE

GRADE = 0.97%

-5

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

E L

E V

A T

I O

E L

E V

A T

I O

P V

E L E

L = 200.00' L = 180.00'

E L E

P V

E L E

P V

E L E

P V

E L E

P V

E L E

GRADE = 0.00%

P V

E L E

P V

E L E

GRADE = 1.70%

GRADE = 2.22%

GRADE = 0.11%

EXISTING GRADE

-5

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

E L

E V

A T

I O

E L

E V

A T

I O

E L E

L = 200.00'

P V

E L E

P V

E L E

G R

A D

-1 .6

P V

E L E

L = 180.00'

P V

E L E

H I

E L E

P V

E L E

G R

A D

P V

E L E

L = 100.00'

P V

E L E

A D

P V

E L E

P V

E L E

L = 100.00'

P V

E L E

P V

E L E

GRADE = 0.81%

BEGIN SA LINE

SA STA. 10+06.21 =

AC STA. 142+50.00, 12.00' LT

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS203

S E

R V

I C

L L

F I L

P C

S D

W G

HORIZONTAL SCALE

VERTICAL SCALE

ABBREVIATIONS

PVI POINT OF VERTICAL INTERSECTION

PVC POINT OF VERTICAL CURVE

PVT POINT OF VERTICAL TANGENCY

LO LOW POINT OF VERTICAL CURVE

HI HIGH POINT OF VERTICAL CURVE

L LENGTH OF VERTICAL CURVE

ELEV ELEVATION

SERVICE ALLEY PROFILE - SA LINE

60'

SCALE:1"= 30'

0 30'

12'

SCALE:1"= 6'

0 6'

AutoCAD SHX Text

GRADE = 0.00%

EXISTING GRADE

-5

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

E L

E V

A T

I O

E L

E V

A T

I O

G R

A D

P V

E L

P V

E L E

P V

E L E

P V

E L E

GRADE = 0.00%

END SA LINE

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS204

S E

R V

I C

L L

F I L

P C

S D

W G

HORIZONTAL SCALE

VERTICAL SCALE

ABBREVIATIONS

PVI POINT OF VERTICAL INTERSECTION

PVC POINT OF VERTICAL CURVE

PVT POINT OF VERTICAL TANGENCY

LO LOW POINT OF VERTICAL CURVE

HI HIGH POINT OF VERTICAL CURVE

L LENGTH OF VERTICAL CURVE

ELEV ELEVATION

SERVICE ALLEY PROFILE - SA LINE

60'

SCALE:1"= 30'

0 30'

12'

SCALE:1"= 6'

0 6'

37'-39' FILTER STRIP VARIES

12' 2

ACCESS

DRIVE

ACCESS

DRIVE

CURB

VARIES

AC 101+84.12 TO AC 141+40.67

SA 10+63.61 TO SA 15+80.22

EXISTING GROUND

EXISTING GRAVEL DEPTH VARIES

MATCH EXISTING CROSS SLOPE

25' AT 4% MAX SLOPE

12'-14' AT 2% MAX SLOPE

4" AGGREGATE BASE COURSE

SECTION 31 11 23

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15.13

8" AGGREGATE BASE COURSE

SECTION 32 11 23

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 33 11 23

COMPACTED SUBGRADE

PK SA

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 33 11 23

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15.13

8" AGGREGATE BASE COURSE

SECTION 32 11 23

℄ AC

COMPACTED SUBGRADE

SECTION 31 00 00

AC 141+40.67 TO AC 142+50.00

ACCESS DRIVE

WIDTH VARIES

INTERSECTING ROADWAY

WIDTH VARIES

FILL PLACEMENT

THE PLACEMENT OF FILL REQUIRED TO ESTABLISH THE DESIGN GRADES SHALL FOLLOW SECTION 4.3 OF

THE GEOTECHNICAL REPORT. ALL FILL SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE

MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).

GROUNDWATER

GROUNDWATER CONDITIONS WILL VARY WITH ENVIRONMENTAL VARIATIONS, PARTICULARLY TIDAL

FLUCTUATIONS AND SEASONAL CONDITIONS, SUCH AS THE FREQUENCY AND MAGNITUDE OF RAINFALL

PATTERNS, AS WELL AS MAN-MADE INFLUENCES, SUCH AS EXISTING SWALES, DRAINAGE PONDS, UNDERDRAINS AND AREAS OF COVERED SOIL (PAVED PARKING LOTS, SIDEWALKS, ETC.). SEASONAL

GROUNDWATER FLUCTUATIONS OF 2 FEET ARE COMMON IN THE PROJECT'S AREA; HOWEVER, GREATER

FLUCTUATIONS HAVE BEEN DOCUMENTED. THE CONTRACTOR SHALL DETERMINE THE ACTUAL

GROUNDWATER LEVELS AT THE TIME OF CONSTRUCTION TO DETERMINE GROUNDWATER IMPACT ON THE

CONSTRUCTION PROCEDURES.

FOR CURB TYPE, SEE SHEETS CS105 TO CS113.

FOR CURB DETAILS, SEE SHEET CP512.

EXISTING GROUND

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

SCALE 1" = 5'

TYPICAL SECTION - ACCESS DRIVE

SCALE 1" = 5'

TYPICAL SECTION - ACCESS DRIVE

SCALE 1" = 5'

TYPICAL SECTION - SERVICE ALLEY

MATCH EXISTING EDGE OF GRAVEL

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15.13

8" AGGREGATE BASE COURSE

SECTION 32 11 23

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 33 11 23

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS301

T Y

P I C

A L

E C

T I O

N S

W G

N C

R P

26' 3'

SERVICE

ALLEY

VARIES 4.5'

F U

T U

I L

D I N

E R

SA 15+80.22 TO SA 17+70.61

F E

N C

20' 3'4.5'

SA 20+54.24 TO SA 23+60.24

SA 26+38.89 TO SA 27+55.88

PARKING

EXISTING GROUND

F E

N C

26' 3'18.7'

SERVICE

ALLEY

4.5'

SA 17+70.61 TO SA 28+66.68

CURB

EXISTING GROUND

GUARDRAIL

SEE PLAN FOR LOCATIONS

FOR DETAILS SEE SHEETS CS503 TO CS509

GUARDRAIL

SEE PLAN FOR LOCATIONS

FOR DETAILS SEE SHEETS CS503 TO CS509

0.5'

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15.13

8" AGGREGATE BASE COURSE

SECTION 32 11 23

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

COMPACTED SUBGRADE

SECTION 31 00 00

4" AGGREGATE BASE COURSE

SECTION 32 11 23

4" CAST-IN-PLACE CONCRETE

SECTION 03 30 00.00 10

0.5'

EXISTING GROUND

GABION BLOCK WALL

SEE SHEETS SB512 AND SB513

GABION BLOCK WALL

SEE SHEETS SB512 AND SB513

CURB

FOR FENCE DETAIL

SEE SHEET CS501

FOR FENCE DETAIL

SEE SHEET CS501

FOR FENCE DETAIL

SEE SHEET CS501

SAND FILTER

FOR DETAILS

SEE SHEET CG402

SAND FILTER

FOR DETAILS

SEE SHEET CG402

SAND FILTER

FOR DETAILS

SEE SHEET CG402

VARIES

3:1 MAX

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

GABION BLOCK WALL

SEE SHEETS SB512 AND SB513

SCALE 1" = 5'

TYPICAL SECTION - SERVICE ALLEY

SCALE 1" = 5'

TYPICAL SECTION - SERVICE ALLEY

SCALE 1" = 5'

TYPICAL SECTION - SERVICE ALLEY PARKING

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15.13

8" AGGREGATE BASE COURSE

SECTION 32 11 23

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

COMPACTED SUBGRADE

SECTION 31 00 00

4" AGGREGATE BASE COURSE

SECTION 32 11 23

4" CAST-IN-PLACE CONCRETE

SECTION 03 30 00.00 10

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15.13

8" AGGREGATE BASE COURSE

SECTION 32 11 23

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

COMPACTED SUBGRADE

SECTION 31 00 00

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS302

T Y

P I C

A L

E C

T I O

N S

W G

NOTES:

1. FOR DETAILS OF GABION BLOCK WALL

SEE SHEET SB512.

2. FOR THE IMPERMEABLE MATERIAL USE A

0.003 INCH THICK (MINIMUM) PVC

GEOMEMBRANE LINER COVER BY 8 TO 12

OZ./SQ. YD NON-WOVEN GEOTEXTILE.

3. FOR GRADING NOTES SEE SHEET CS301.

4. FOR CURB TYPE, SEE SHEETS CS105 TO

CS113.

5. FOR CURB DETAILS, SEE SHEET CP512.

3' * 26'

PARKING

4.5'

10'

TAXIWAYTAXIWAY SHOULDERSHOULDER

25' 10'

TW 500+37.50 TO TW 502+35.00

BRIDGE - 502+35.00 TO 507+30.00 (SEE SHEET ST101)

PK 15+26.83 TO PK 24+16.95

TW 507+30.00 TO TW 508+35.00

10'

TAXIWAYTAXIWAY SHOULDERSHOULDER

10'

1% 1%

M A

F E

N C

COMPACTED SUBGRADE

SECTION 31 00 00

EXISTING GROUND

GUARDRAIL

SEE PLAN FOR LOCATIONS

FOR DETAILS SEE SHEET CS504

VARIES

8" AGGREGATE BASE COURSE

SECTION 32 11 23

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

GABION BLOCK WALL

SEE SHEETS SB512 AND SB513

FOR FENCE ON GABION BLOCK

WALL DETAILS SEE SHEETS

SB512 ND SB513

SAND FILTER

FOR DETAILS

SEE SHEET CG402

4" AGGREGATE BASE COURSE

SECTION 32 11 23

4" DRAINAGE LAYER

SECTION 32 11 10

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

35' TO 25', TW 507+30.00 TO TW 507+55.00

25', TW 507+55.00 TO TW 508+35.00

25', TW 507+30.00 TO TW 507+85.00

VARIES, TW 507+85.00 TO TW 508+35.00

35' TO 25', TW 507+30.00 TO TW 507+55.00

25', TW 507+55.00 TO TW 507+85.00

VARIES, TW 507+85.00 TO TW 508+35.00

VARIES, TW 500+37.50 TO TW 500+87.50

25', TW 500+87.50 TO TW 502+10.00

25' TO 35', TW 502+10.00 TO TW 502+35.00

VARIES, TW 500+37.50 TO TW 507+87.50

25', TW 500+87.50 TO TW 502+10.00

25' TO 35', TW 502+10.00 TO TW 502+35.00

VARIES, TW 500+37.50 TO TW 500+87.50

25', TW 500+87.50 TO TW 502+35.00

VARIES, TW 500+37.50 TO TW 500+87.50

25', TW 500+87.50 TO TW 502+35.00

SCALE 1" = 5'

TYPICAL SECTION - PARKING LOT

SCALE 1" = 5'

TYPICAL SECTION - TAXIWAY

SCALE 1" = 5'

TYPICAL SECTION - TAXIWAY AND APRON

CS304

M A

* VARIES BETWEEN STA. 21+50 AND STA. 24+16.95

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

COMPACTED SUBGRADE

SECTION 31 00 00

4" DRAINAGE LAYER

SECTION 32 11 10

7" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

2" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

7" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

2" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

8" AGGREGATE BASE COURSE

SECTION 32 11 23

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

4" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

4" DRAINAGE LAYER

SECTION 32 11 10

COMPACTED SUBGRADE

SECTION 31 00 00

7" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

2" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

7" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

2" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

4" HOT-MIX ASPHALT BASE COURSE

SECTION 32 12 15.13

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

7.5" CONCRETE PAVEMENT FOR AIRFIELDS

SECTION 32 13 11

4" DRAINAGE LAYER

SECTION 32 11 10

COMPACTED SUBGRADE

SECTION 31 00 00

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS303

T Y

P I C

T I O

N S

P C

S D

W G

NOTES:

1. FOR GRADING NOTES SEE SHEET CS301.

10' 25'

160' AND VARIES

110' AND VARIES

S E

E C

T I O

STATION TL 797+74.25 TO TL 807+59.25

FOR AREAS OF REINFORCED CONCRETE PAVEMENT, SEE SHEETS CJ501 AND CJ502

EDGE OF CONCRETE

2% M

M A

VARIES 1.5%

MAX

1.5"

GABION BLOCK RETAINING WALL

SEE SHEETS SB512 AND SB513

NOTE: FOR CONCRETE PAVEMENT

JOINTING PLAN, SEE SHEETS CJ112

AND CJ113

EXISTING GROUND

2" HOT-MIX ASPHALT FOR SHOULDERS

SECTION 32 12 15.13

7" AGGREGATE BASE COURSE

SECTION 32 11 23

7.5" CONCRETE PAVEMENT FOR AIRFIELDS

SECTION 32 13 11

4" HOT-MIX ASPHALT BASE COURSE

SECTION 32 12 15.13

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

COMPACTED SUBGRADE

SECTION 31 00 00

COMPACTED SUBGRADE

50'

HOT-MIX ASPHALT BASE

COURSE PAVEMENT

SECTION 32 12 12.13

TL 799+24.25 TO TL 807+59.25

6" LIME-STABILIZED SUBGRADE

PER SPECIFICATIONS

SECTION 32 11 29

SCALE 1" = 5'

TYPICAL SECTION - APRON AND LOADING DOCK

NOT TO SCALE

SHOULDER PAVING DETAIL

CS304

9.5" THICK

7.5" CONCRETE PAVEMENT FOR AIRFIELDS

SECTION 32 13 11

4" HOT-MIX ASPHALT BASE COURSE

SECTION 32 12 15.13

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 23

COMPACTED SUBGRADE

SECTION 31 00 00

2" HOT-MIX ASPHALT FOR SHOULDERS

SECTION 32 12 15.13

7" AGGREGATE BASE COURSE

SECTION 32 11 23

5' MIN

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS304

T Y

P I C

T I O

N S

P C

S D

W G

NOTES:

1. FOR GRADING NOTES SEE SHEET CS301.

13.5

13.6

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS401

S I T

L A

Y O

U I L D

I N

W G

BARRIER

CURB

B SA

20'

SCALE:1"= 10'

0 10'

B SA

GUARDRAIL

B PK

SIDEWALK

EL. 12.15' TOP OF

SIDEWALK AT BUILDING

FOUNDATION (TYP.)

NOTES:

1. ALL ELEVATIONS AT CURBS ARE THE EDGE OF PAVEMENT AT THE FACE OF CURB.

2. FOR BOLLARD DETAILS SEE SHEET CP508.

3. FOR BOLLARD LOCATIONS AT EQUIPMENT PADS, SEE DETAIL C ON THIS SHEET.

4. THE SIDEWALK AREA AROUND THE BUILDING AND GENERATOR PADS SHALL BE DIVIDED

BY CONTRACTION JOINTS INTO RECTANGULAR AREAS WITH THE LENGTH OF THE

LONGER SIDE NO GREATER THAN 1.25 TIMES THE LENGTH OF THE SHORTER SIDE.

EXPANSION JOINTS SHALL BE INSTALLED BETWEEN THE SIDEWALK AND THE BACK OF

CURB, THE BUILDING FOUNDATION, AND THE EDGES OF THE GENERATOR PADS. SEE

SHEET CP512 FOR SIDEWALK DETAILS.

5. THE BEGINNING AND ENDING OF ALL GUARDRAILS SHALL INCLUDE A TERMINAL

SECTION. FOR GUARDRAIL DETAILS SEE SHEET CS504.

TOP OF SLAB

EL. 14.00'

EL. 13.60' TOP OF SIDEWALK

AT BUILDING FOUNDATION

(TYP.)

TOP OF SLAB

EL.12.15'

END GUARDRAIL

SA STA. 16+73.43

128.90' LT

EQUIPMENT PAD (TYP.)

ELEVATIONS FOR

EQUIPMENT PADS

ARE THE TOP OF

SLAB

WARP THE SIDEWALK

SURFACE AROUND THE

STOOP TO MATCH THE EDGE

OF THE STOOP (TYP.)

EL. 13.31'

SA STA. 16+57.10

113.33' LT

EL. 13.60'

SA STA. 16+66.03

112.20' LT

EL. 13.31'

SA STA. 16+52.33

75.63' LT

EL. 13.60'

SA STA. 16+61.26

74.50' LT

EL. 12.67'

SA STA. 16+25.36

117.34' LT

EL. 12.99'

SA STA. 16+34.29

116.21' LT

EL. 12.67'

SA STA. 16+20.59

79.64' LT

EL. 12.99'

SA STA. 16+29.52

78.51' LT

EL. 12.99'

SA STA. 16+41.23

115.34' LT

EL. 13.31'

SA STA. 16+50.16

114.21' LT

EL. 12.99'

SA STA. 16+36.46

77.64' LT

EL. 13.31'

SA STA. 16+45.39

76.51' LT

EL. 11.90'

SA STA. 11+84.39

22.50' LT

TOP OF SIDEWALK AT

BACK OF CONCRETE BARRIER

CONCRETE EQUIPMENT PAD,

SEE VOLUME 2, SHEET S-121.

GAS METER BY VIRGINIA NATURAL GAS.

TRANSFORMER

PAD BY DOMINION

VIRGINIA POWER

EL. 13.50'

SA STA. 16+78.63

47.10' LT

20'

SCALE:1"= 10'

0 10'

SIDEWALK

SEEDING

EL. 13.50'

SA STA. 16+79.25

52.00' LT

EL. 11.60'

SA STA. 12+03.23

33.00' LT

EQUIP.

PAD

EL. 13.50'

EQUIP. PAD

EL. 13.33'

RIDGE LINE

(TYP.)

CORNER OF SLAB

SA STA. 12+31.56

15.50' LT

CORNER OF SLAB

SA STA. 16+95.40

60.10' LT

EQUIP.

PAD

EL. 13.83'

EQUIP.

PAD

EL. 14.16'

EQUIP.

PAD

EL. 13.50'

EQUIP.

PAD

EL. 13.83'

EQUIP.

PAD

EL. 14.16'

CORNER OF SLAB

SA STA. 12+03.22

29.50' LT

CORNER OF SLAB

SA STA. 12+03.22

15.50' LT

CORNER OF SLAB

SA STA. 12+31.56

29.50' LT

CORNER OF SLAB

SA STA. 17+02.92

119.63' LT

CORNER OF SLAB

SA STA. 16+73.16

123.39' LT

CORNER OF SLAB

SA STA. 16+65.63

63.87' LT

EQUIP. PAD

EL. 14.00'

1'-6"

EQUIP.

PAD

EQUIP.

PAD

BOLLARD

NEAR EDGE OF EQUIPMENT

PAD PER PLAN

BOLLARD

SA STA. 16+18.46

103.85' LT

BOLLARD

SA STA. 16+17.46

95.91' LT

BOLLARD

SA STA. 16+66.63

123.50' LT

BOLLARD

SA STA. 16+94.15

121.99' LT

SCALE: 1"=10'

BUILDING 1 - ENTRY CONTROL POINT

SCALE: 1"=10'

BUILDING 2 - CENTRAL ELECTRICAL PLANT - WEST

NOT TO SCALE

TYPICAL EQUIP. PAD BOLLARD LAYOUT

LEGEND

GRASS SEEDING

CAST IN PLACE SIDEWALK,

CONCRETE SEE SHEET CP512

DETAIL C

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS301

ASPHALT PAVEMENT, PER

PARKING LOT TYPICAL SECTION E

SEE SHEET CS303

EQUIP. PAD

BOLLARD (TYP.)

BARRIER

CURB

BARRIER

CURBCONCRETE

BARRIER

CONCRETE

BARRIER

MOUNTABLE

CURB

MOUNTABLE

CURB

END GUARDRAIL

SA STA. 17+11.24

69.85' LT

GUARDRAIL

BEGIN GUARDRAIL

SA STA. 16+15.10

106.04' LT

BEGIN GUARDRAIL

SA STA. 16+13.75

95.30' LT

8.6

9.0

11.8

12.0

12.4

13.6

13.8

14.0

14.6

12.6

12.8

13.0

13.2

13.4

13.6

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

28+00 29+00 30+0028+00 28+50 29+00 29+50 30+00 30+50

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS402

S I T

L A

Y O

U I L D

I N

W G

BARRIER

CURB

20'

SCALE:1"= 10'

0 10'

BOLLARD SA

STA. 29+12.64

69.50' RT

EL. 14.00'

SA STA. 29+50.89

0.00' RT

EL. 14.00'

SA STA. 29+10.89

0.00' RT

EL. 11.13'

SA STA. 30+40.89

100.75' RT

EL. 11.13'

SA STA. 30+40.89

0.00' RT

EL. 14.00'

SA STA. 29+40.89

10.00' RT

EL. 14.00'

SA STA. 29+20.89

10.00' RT

EL. 14.00'

SA STA. 28+82.14

0.00' RT

EL. 14.00'

SA STA. 28+80.14

2.00' RT

EL. 14.00'

SA STA. 28+80.14

100.75' RT

EL. 14.00'

SA STA. 29+20.89

100.75' RT

EL. 13.81'

SA STA. 29+40.89

100.75' RT

TOP OF SLAB

EL.15.00'

BUILDING 4

SEE NOTE 5

TOP OF SLAB

EL.15.00'

BUILDING 3

SEE NOTE 4

GUARDRAIL

EL. 14.60' TOP OF

SIDEWALK AT BUILDING

FOUNDATION (TYP.)

EL. 14.60'

AT BUILDING

FOUNDATION (TYP.)

GUARDRAIL

SEEDING

ASPHALT

BARRIER CURB

BUILDING 3 - CENTRAL ELECTRICAL PLANT - EAST

BUILDING 4 - FIRE PUMP HOUSE

BEGIN SLOPE EL. 14.00'

SA STA. 29+87.06

0.00' RT

BEGIN SLOPE EL. 13.81'

SA STA. 29+90.65

100.75' RT

NOTES:

1. ALL ELEVATIONS AT CURBS ARE THE EDGE OF PAVEMENT AT

THE FACE OF CURB.

2. FOR BOLLARD DETAILS SEE SHEET CP508.

3. FOR TYPICAL BOLLARD LOCATIONS AT THE EQUIPMENT PADS,

SEE SHEET CS401.

4. FOR DETAILS OF BUILDING 3 CONCRETE SLAB SEE VOLUME 2,

SHEET S-131.

5. FOR DETAILS OF BUILDING 4 AND WATER TANK SLABS SEE

VOLUME 2, SHEET S-141.

6. THE SIDEWALK AREA AROUND THE BUILDINGS AND

GENERATOR PADS SHALL BE DIVIDED BY CONTRACTION JOINTS

INTO RECTANGULAR AREAS WITH THE LENGTH OF THE LONGER

SIDE NO GREATER THAN 1.25 TIMES THE LENGTH OF THE

SHORTER SIDE. EXPANSION JOINTS SHALL BE INSTALLED

BETWEEN THE SIDEWALK AND THE BACK OF CURB, THE

BUILDING FOUNDATION, AND THE EDGES OF THE GENERATOR

PADS. SEE SHEET CP512 FOR SIDEWALK DETAILS.

7. GUARDRAIL TRAILING AND TERMINALS

BARRIER CURB

SEEDING

SIDEWALK

TOP OF SLAB

EL. 14.00

WATER TANK

WARP THE SIDEWALK

SURFACE AROUND THE

STOOP TO MATCH THE

EDGE OF THE STOOP

(TYP.)

SIDEWALK

EL. 13.17'

SA STA. 30+12.06

60.50' RT

EL. 13.17'

SA STA. 30+19.06

60.50' RT

EL. 12.31'

SA STA. 30+28.06

22.50' RT

EL. 13.17'

SA STA. 30+19.06

22.50' RT

EL. 14.02'

SA STA. 29+96.06

22.50' RT

EL. 14.60'

SA STA. 29+87.06

22.50' RT

EL. 14.02'

SA STA. 29+96.06

60.50' RT

EL. 14.02'

SA STA. 30+03.06

60.50' RT

EL. 13.17'

SA STA. 30+12.06

22.50' RT

EL. 14.02'

SA STA. 30+03.06

22.50' RT

EL. 12.32'

SA STA. 30+28.06

60.50' RT

EL. 14.60'

SA STA. 29+87.06

60.50' RT

SEEDING

EL. 13.63'

SA STA. 28+65.46

0.00' RT

TRANSFORMER PADS BY

DOMINION VIRGINIA POWER

TRANSFORMER PADS BY

DOMINION VIRGINIA POWER

EL. 14.50'

SA STA. 29+52.31

85.50' RT

EL. 14.50'

SA STA. 29+67.31

85.50' RT

L SA

EL. 14.50'

SA STA. 29+52.31

80.62' RT

EL. 14.50'

SA STA. 29+67.31

80.62' RT

EQUIP.

PAD

EL. 15.16'

EQUIP.

PAD

EL. 14.58'

EQUIP.

PAD

EL. 13.75'

EQUIP.

PAD

EL. 13.75'

EQUIP.

PAD

EL. 14.58'

EQUIP.

PAD

EL. 15.16'

RIDGE LINE (TYP.)

TOP OF SLAB

EL. 13.25

WATER TANK

CORNER OF SLAB

SA STA. 29+51.39

10.50' RT

CORNER OF SLAB

SA STA. 28+80.39

10.50' RT

EQUIPMENT

PAD (TYP.)

CENTER OF SLAB

SA STA. 28+30.39

25.50' RT

CENTER OF SLAB

SA STA. 28+30.39

65.50' RT

CORNER OF SLAB

SA STA. 28+80.39

90.50' RT

CORNER OF SLAB

SA STA. 29+10.39

10.50' RT

CORNER OF SLAB

SA STA. 29+10.39

90.50' RT

CORNER OF SLAB

SA STA. 29+81.39

10.50' RT

CORNER OF SLAB

SA STA. 29+51.39

70.50' RT

CORNER OF SLAB

SA STA. 29+81.39

70.50' RT

EQUIPMENT PAD (TYP.)

ELEVATIONS FOR

EQUIPMENT PADS

ARE THE TOP OF SLAB

EQUIP. PAD

EL. 15.00'

EQUIP. PAD

BOLLARD (TYP.)

BOLLARD SA

STA. 29+12.64

81.12' RT

BOLLARD SA

STA. 29+44.22

73.92' RT

BOLLARD SA

STA. 29+44.22

82.26' RT

BOLLARD SA

STA. 29+60.39

7.80' RT

BOLLARD SA

STA. 29+72.39

7.80' RT

LEGEND

GRASS SEEDING

CAST IN PLACE SIDEWALK,

CONCRETE SEE SHEET CP512

ASPHALT PAVEMENT, PER TYPICAL

SECTION C, SEE SHEET CS302

EL. 14.00'

SA STA. 29+58.51

0.00' RT

EL. 14.00'

SA STA. 29+74.26

0.00' RT

EL. 14.00'

SA STA. 29+20.89

67.62' RT

EL. 14.00'

SA STA. 29+20.89

83.37' RT

EL. 13.97'

SA STA. 29+40.89

84.00' RT

EL. 14.00'

SA STA. 29+40.89

72.25' RT

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS403

S I T

L A

Y O

U I L

D I N

W G

20'

SCALE:1"= 10'

0 10'

BOLLARD (TYP.)

EL. 12.07'

N 3576102.520

E 12034014.779

POINT B-11

FROM VOL. 2

EL. 12.88'

N 3576126.731

E 12033982.938

POINT A-11

FROM VOL. 2

MATCHLINE THIS SHEET

EL. 12.88'

N 3576086.929

E 12033952.675

EL. 12.88'

N 3576067.028

E 12033937.544

EL. 12.07'

N 3576062.719

E 12033984.516

EL. 12.07'

N 3576042.818

E 12033969.385

EL. 12.88'

N 3575925.601

E 12033830.010

POINT A-1

FROM VOL. 2

EL. 12.07'

N 3575901.391

E 12033861.851

POINT B-1

FROM VOL. 2

FINISHED FLOOR

EL. 13.10'

NOTES:

1. FOR BOLLARD DETAILS, SEE SHEET CP508.

2. FOR DETAILS OF BUILDING 5 CONCRETE SLAB,

SEE VOLUME 2, SHEET S-152.

WARP THE ASPHALT

PAVEMENT TO MATCH THE

BUILDING 5 DOORWAYS.

SCALE: 1"=10'

BUILDING 5 - AGSE/STORAGE/COVERED PARKING

POINT A-10

FROM VOL. 2

POINT B-10

FROM VOL. 2

POINT B-9

FROM VOL. 2

POINT B-8

FROM VOL. 2

POINT A-9

FROM VOL. 2

POINT A-8

FROM VOL. 2

POINT B-7

FROM VOL. 2

POINT B-6

FROM VOL. 2

POINT A-6

FROM VOL. 2

POINT A-7

FROM VOL. 2

POINT B-5

FROM VOL. 2

POINT A-5

FROM VOL. 2

POINT B-4

FROM VOL. 2

POINT A-4

FROM VOL. 2

POINT B-3

FROM VOL. 2

POINT A-3

FROM VOL. 2

POINT B-2

FROM VOL. 2

POINT A-2

FROM VOL. 2

130+00111+00 126+00125+00124+00104+00 106+00 129+00100+00 128+00127+00101+00 102+00 103+00 122+00 123+00120+00 121+00119+00117+00 118+00116+00115+00114+00113+00112+00110+00109+00108+00107+00105+00

794+00 795+00 796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 809+00 810+00 811+00 812+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00

25+00

XXXX

XXXXXX

794+00 795+00 796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00 811+00 812+00 813+00 814+00

135+00

136+00

137+00

138+00

139+00 140+00

141+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 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

S x

E S x

S x

x ES x

S x

E S x

S D x

E S x

S x

HHH

H H

E S x

S x

E S x E

S x

E S x

x ES x

S x

E S x

H H

X X

X X X X X X X X X X

D x

XXXXXXX

XXXXX

E S x

S x

E S x

S x

E S x

G x

X X

X X X X X

X X X X X X X

X X X

D x

54'

22'

SILT FENCE

WITH WIRE SUPPORT

WETLAND LIMIT

SILT FENCE

WITH WIRE SUPPORT

RPA

LIMITS OF DISTURBANCE

AND LIMITS OF CLEARING

AND GRUBBING

N= 3572945.66

E= 12034359.17

LIMITS OF DISTURBANCE

AND LIMITS OF CLEARING

AND GRUBBING

N= 3572988.65

E= 12034391.84

N= 3572932.34

E= 12034376.69

URBAN ASSAULT

COURSE STATION 2 (BLDG. 6)

TOP OF SLAB ELEV. 6.25

ALL 4 SLABS

SEE SHEET S-161

FOR DETAILED PLAN VIEW

POINT D-5

N: 3573060.47

E: 12034492.67

POINT A-10

N= 3573130.34

E= 12034504.31

POINT A-8

N= 3573117.00

E= 12034494.25

POINT A-5

N= 3573080.29

E= 12034466.59

BLEACHER

ENCLOSURE/SHED

TOP OF SLAB ELEV. 6.5'

3:1 SLOPE (TYP)

LIMIT OF GRADING

3:1 SLOPE (TYP)

L O

LOD

L O

LOD

L O

LOD

L O

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

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

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

SEE LOCATION MAP

THIS SHEET

SCALE: NTS

VICINITY MAP

SCALE: 1" = 30'

LOCATION MAP

NOTES:

1. THE EXISTING BLEACHER ENCLOSURE AND SHED

WILL BE RELOCATED FROM THEIR CURRENT

LOCATIONS.

2. BUILDING 6 AND THE RELOCATED BLEACHER

ENCLOSURE SHALL INCLUDE LIGHTNING

PROTECTION.

3. THE DISTURBED AREA BETWEEN THE BUILDINGS

AND THE LIMIT OF DISTURBANCE SHALL BE

SEEDED PER SPECIFICATIONS SECTION 32 92 19.

4. FOR DETAILS OF THE URBAN ASSAULT COURSE

STATION 2, BLDG. 6. SEE VOLUME 2.

5. FOR DETAILS OF THE BLEACHER

ENCLOSURE/SHED, SEE VOLUME 2, SHEET A-161.

6. FOR EROSION AND SEDIMENT CONTROL DETAILS,

SEE SHEET CG159.

CS404

S I T

L A

Y O

U I L

D I N

W G

AutoCAD SHX Text W.E.

AutoCAD SHX Text 3.0

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.7

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.2

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text

TAXIWAY

AutoCAD SHX Text

(UNKNOWN)

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.8

AutoCAD SHX Text W.E.=2.0 9/25/15 11:30

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.8

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

AutoCAD SHX Text

AutoCAD SHX Text W.E.=0.8 10/27/15 11:19

AutoCAD SHX Text W.E.=1.2 10/28/15 12:26

AutoCAD SHX Text W.E.=1.0 10/28/15 12:09

AutoCAD SHX Text W.E.=2.5 10/28/15 11:00

AutoCAD SHX Text W.E.=2.5 10/28/15 12:30

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

AutoCAD SHX Text W.E.=1.2 10/29/15 10:30

AutoCAD SHX Text W.E.=2.8 10/30/15 2:24

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

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

AutoCAD SHX Text W.E.=1.9 11/03/15 10:40

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

TAXIWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

MATCH EXISTING

P.O.C.

N = 3,576,456.590

E =12,034,967.856

ELEV= 8.57

P.O.C.

N = 3,576,440.252

E = 12,034,910.559

ELEV = 8.81

C.C.

RADIUS= 70.00'

N = 3,576,387.473

E = 12,034,956.587

P.O.C.

N = 3,576,385.710

E = 12,034,886.579

ELEV = 8.18

P.C.

N = 3,576,436.318

E = 12,035,006.770

ELEV = 8.63

P.T.

N = 3,576,347.600

E = 12,034,899.017

ELEV = 7.42

MATCH EXISTING

16' WIDE TRAIL SWING GATE

N = 3,576,478.299

E = 12,034,967.105

16' TRAIL WIDE DOUBLE

SWING GATE

N = 3,576,389.848

E = 12,034,875.507

CS 503

CS 502

L O

LIMITS OF DISTURBANCE

AND LIMITS OF CLEARING

AND GRUBBING

14'

LOCATION OF

CONTROL POINTS

COMPACTED SUBGRADE

8" AGGREGATE BASE COURSE

SECTION 31 11 23

EXISTING GROUND

E x

HHH

H H

E x

X X

130+00129+00128+00127+00126+00125+00124+00123+00122+00121+00120+00119+00118+00117+00116+00115+00114+00113+00112+00111+00110+00109+00108+00107+00106+00105+00104+00103+00102+00101+00100+00

794+00 795+00

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 809+00 810+00 811+00 812+00

13+00

14+00

15+00

16+00

17+00

18+00

20+00

21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00

25+00

XXXXXXXX

794+00 795+00

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00 811+00 812+00 813+00 814+00

140+00

141+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 X X X

X X X X X X X

2.0%

LOD

L O

D L O

LOD

L O

LOD

L O

LOD

LOD LOD LOD

L O

D L O

LOD

L O

D L O

L O

D L O

L O

D L O

L O

LOD

LOD LOD

LOD

LOD LOD

LOD

SEE PLAN VIEW

THIS SHEET

SCALE 1" : 30'

PLAN VIEW

SCALE: NTS

TRAINING ROAD EAST TYPICAL SECTION

SCALE: NTS

VICINITY MAP

R T

U B

M I T

T A

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

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

PHASE 1

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

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

I N

N E

R T

H I T

M O

R E

E A

V E

I N

N E

R T

CS405

S I T

A Y

O U

R A

I N

O A

A S

W G

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL DETAILS, SEE SHEET CG160.

2. THE AREA BETWEEN THE GRAVEL ROADWAY AND THE LIMIT OF DISTURBANCE

SHALL BE SEEDED PER SPECIFICATION SECTION 32 92 19.

AutoCAD SHX Text

BOR#RD25 ELEV=7.9

AutoCAD SHX Text

AutoCAD SHX Text W.E.

AutoCAD SHX Text 3.0

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.7

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.2

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

BOR#P-1 ELEV=5.2

AutoCAD SHX Text

BOR#P-6 ELEV=4.5

AutoCAD SHX Text

BOR#B-1 ELEV=4.6

AutoCAD SHX Text

BOR#P-5 ELEV=4.6

AutoCAD SHX Text

BOR#B-5 ELEV=6.8

AutoCAD SHX Text

BOR#P-8 ELEV=9.2

AutoCAD SHX Text

BOR#P-7 ELEV=8.0

AutoCAD SHX Text

BOR#B-2 ELEV=3.5

AutoCAD SHX Text

BOR#CPT-1 ELEV=10.0

AutoCAD SHX Text

BOR#B-4 ELEV=5.0

AutoCAD SHX Text

BOR#B-6 ELEV=3.0

AutoCAD SHX Text

BOR#B-7 ELEV=6.9

AutoCAD SHX Text

BOR#P-3 ELEV=2.1

AutoCAD SHX Text

BOR#P-9 ELEV=8.5

AutoCAD SHX Text

BOR#P-2 ELEV=3.4

AutoCAD SHX Text

BOR#B-3 ELEV=4.6

AutoCAD SHX Text

EOI

AutoCAD SHX Text

TAXIWAY

AutoCAD SHX Text

(UNKNOWN)

AutoCAD SHX Text

CTV

AutoCAD SHX Text

BOR#TX1 ELEV=8.9

AutoCAD SHX Text

BOR#TX2 ELEV=3.8

AutoCAD SHX Text

BOR#B1 ELEV=3.8

AutoCAD SHX Text

BOR#B2 ELEV=3.4

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.8

AutoCAD SHX Text

BOR#RD20 ELEV=6.6

AutoCAD SHX Text

BOR#SWM1 ELEV=3.9

AutoCAD SHX Text

BOR#RD21 ELEV=6.7

AutoCAD SHX Text

BOR#SS1 ELEV=6.1

AutoCAD SHX Text

BOR#RD22 ELEV=5.1

AutoCAD SHX Text

BOR#RD23 ELEV=8.6

AutoCAD SHX Text

BOR#SWM2 ELEV=9.5

AutoCAD SHX Text

BOR#TX18 ELEV=10.3

AutoCAD SHX Text

BOR#TX17 ELEV=7.7

AutoCAD SHX Text

BOR#RW25 ELEV=9.4

AutoCAD SHX Text

BOR#SS5 ELEV=8.6

AutoCAD SHX Text

BOR#RW24 ELEV=8.3

AutoCAD SHX Text

BOR#SWM7 ELEV=9.2

AutoCAD SHX Text

BOR#RW23 ELEV=8.9

AutoCAD SHX Text

BOR#SS6 ELEV=9.7

AutoCAD SHX Text

BOR#RW22 ELEV=8.5

AutoCAD SHX Text

BOR#SWM5 ELEV=5.9

AutoCAD SHX Text

BOR#RW21 ELEV=9.1

AutoCAD SHX Text

BOR#RW20 ELEV=8.5

AutoCAD SHX Text

BOR#SWM8 ELEV=8.7

AutoCAD SHX Text

BOR#SS11 ELEV=8.2

AutoCAD SHX Text

BOR#RW19 ELEV=8.5

AutoCAD SHX Text

BOR#RW18 ELEV=8.1

AutoCAD SHX Text

BOR#RW17 ELEV=8.1

AutoCAD SHX Text

BOR#RW16 ELEV=7.8

AutoCAD SHX Text

BOR#SS14 ELEV=8.0

AutoCAD SHX Text

BOR#SS12 ELEV=8.5

AutoCAD SHX Text

BOR#RW15 ELEV=7.6

AutoCAD SHX Text

BOR#SWM9 ELEV=7.9

AutoCAD SHX Text

BOR#RW14 ELEV=7.2

AutoCAD SHX Text

BOR#SS13 ELEV=7.6

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.8

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

AutoCAD SHX Text

BOR#SWM10 ELEV=7.0

AutoCAD SHX Text

BOR#RW13 ELEV=7.6

AutoCAD SHX Text

BOR#SS17 ELEV=7.7

AutoCAD SHX Text

BOR#SS16 ELEV=7.0

AutoCAD SHX Text

BOR#TX14 ELEV=8.1

AutoCAD SHX Text

BOR#TX13 ELEV=8.4

AutoCAD SHX Text

BOR#RW12 ELEV=5.4

AutoCAD SHX Text

BOR#RW11 ELEV=5.2

AutoCAD SHX Text

BOR#SS8 ELEV=5.3

AutoCAD SHX Text

BOR#TX8 ELEV=5.2

AutoCAD SHX Text

BOR#TX7 ELEV=5.9

AutoCAD SHX Text

BOR#TX6 ELEV=5.7

AutoCAD SHX Text

BOR#RW7 ELEV=5.0

AutoCAD SHX Text

BOR#TX20 ELEV=4.7

AutoCAD SHX Text

BOR#RW8 ELEV=4.7

AutoCAD SHX Text

BOR#RW9 ELEV=4.8

AutoCAD SHX Text

BOR#TX9 ELEV=8.0

AutoCAD SHX Text

BOR#RW6 ELEV=4.7

AutoCAD SHX Text

BOR#RW5 ELEV=5.3

AutoCAD SHX Text

BOR#RW3 ELEV=5.4

AutoCAD SHX Text

BOR#TX5 ELEV=6.9

AutoCAD SHX Text

BOR#TX4 ELEV=6.5

AutoCAD SHX Text

BOR#RW2 ELEV=5.8

AutoCAD SHX Text

BOR#TX10 ELEV=7.8

AutoCAD SHX Text

BOR#TX11 ELEV=7.9

AutoCAD SHX Text

BOR#TX12 ELEV=8.5

AutoCAD SHX Text

BOR#RW4 ELEV=5.1

AutoCAD SHX Text

BOR#TX3 ELEV=6.3

AutoCAD SHX Text

BOR#RW1 ELEV=5.8

AutoCAD SHX Text

BOR#SWM6 ELEV=5.4

AutoCAD SHX Text

BOR#TX19 ELEV=6.2

AutoCAD SHX Text

BOR#SS4 ELEV=9.4

AutoCAD SHX Text

BOR#SS7 ELEV=8.7

AutoCAD SHX Text

BOR#TX16 ELEV=9.8

AutoCAD SHX Text

BOR#SWM4 ELEV=9.1

AutoCAD SHX Text

BOR#SS2 ELEV=8.0

AutoCAD SHX Text

BOR#TX15 ELEV=6.0

AutoCAD SHX Text

BOR#RW10 ELEV=5.3

AutoCAD SHX Text

BOR#RD25 ELEV=7.9

AutoCAD SHX Text

BOR#SS10 ELEV=8.6

AutoCAD SHX Text

BOR#SS9 ELEV=8.2

AutoCAD SHX Text

BOR#HA20 ELEV=6.3

AutoCAD SHX Text

BOR#HA21 ELEV=6.4

AutoCAD SHX Text

BOR#HA22 ELEV=8.9

AutoCAD SHX Text W.E.=0.8 10/27/15 11:19

AutoCAD SHX Text W.E.=1.2 10/28/15 12:26

AutoCAD SHX Text W.E.=1.0 10/28/15 12:09

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

AutoCAD SHX Text W.E.=1.2 10/29/15 10:30

AutoCAD SHX Text W.E.=2.8 10/30/15 2:24

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

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

AutoCAD SHX Text W.E.=1.9 11/03/15 10:40

AutoCAD SHX Text

BOR#SS15 ELEV=7.9

AutoCAD SHX Text

BOR#B19 ELEV=3.3

AutoCAD SHX Text

BOR#B20 ELEV=3.1

AutoCAD SHX Text

BOR#B22 ELEV=3.5

AutoCAD SHX Text

BOR#B21 ELEV=4.1

AutoCAD SHX Text

BOR#RD24 ELEV=5.8

AutoCAD SHX Text

BOR#SWM3 ELEV=5.4

AutoCAD SHX Text

BOR#SS3 ELEV=7.2

AutoCAD SHX Text

BOR#B3 ELEV=0.9

AutoCAD SHX Text

BOR#B3A ELEV=0.3

AutoCAD SHX Text

BOR#B4A ELEV=0.7

AutoCAD SHX Text

BOR#B5A ELEV=0.4

AutoCAD SHX Text

BOR#B6A ELEV=0.9

AutoCAD SHX Text

BOR#B7A ELEV=0.0

AutoCAD SHX Text

BOR#B8A ELEV=-0.8

AutoCAD SHX Text

BOR#B10A ELEV=-0.8

AutoCAD SHX Text

BOR#B9A ELEV=0.0

AutoCAD SHX Text

BOR#B11A ELEV=-0.6

AutoCAD SHX Text

BOR#B12A ELEV=-0.3

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

TAXIWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

TAXIWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

TAXIWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

TAXIWAY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

OIL VAULT

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text W

AutoCAD SHX Text

EOI

AutoCAD SHX Text

Auto…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.