CS302.pdf

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Aircraft Apron Airfield Site Improvements
Solicitation number
W91236-17-R-0001
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CS302

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Text version

F E

N C

E

R P

A

26' 3'

SERVICE

ALLEY

VARIES 4.5'

F U

T U

R

B

U I L

D I N

G

B Y

O

T H

E R

S

SA 15+80.22 TO SA 17+70.61

F E

N C

E

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

E

26' 3'18.7'

SERVICE

ALLEY

4.5'

SA 17+70.61 TO SA 28+66.68

CURB

2%

2%

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

SA

SA

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 16

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'

2%

0.5'

EXISTING GROUND

2'

2'

2'

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

SA

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

C

SCALE 1" = 5'

TYPICAL SECTION - SERVICE ALLEY

D

SCALE 1" = 5'

TYPICAL SECTION - SERVICE ALLEY PARKING

D1

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 16

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 16

COMPACTED SUBGRADE

SECTION 31 00 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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CS302

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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.

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