CS303.pdf

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'

2%

1% 1%

2%

2%

2%

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PK

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TW

COMPACTED SUBGRADE

SECTION 31 00 00

EXISTING GROUND

2'

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 16

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 16

4'

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

E

SCALE 1" = 5'

TYPICAL SECTION - TAXIWAY

F

SCALE 1" = 5'

TYPICAL SECTION - TAXIWAY AND APRON

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CS304

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CS304

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CS304

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CS304

2%

1%

2%

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1%

2%

2%

X

* 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 16

2" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

7" AGGREGATE SEPARATION COURSE

SECTION 32 11 16

2" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

8" AGGREGATE BASE COURSE

SECTION 32 11 16

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 16

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 16

2" HOT-MIX ASPHALT AIRFIELD PAVING

SECTION 32 12 15 13

7" AGGREGATE SEPARATION COURSE

SECTION 32 11 16

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 16

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 ®

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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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NOTES:

1. FOR GRADING NOTES SEE SHEET CS301.

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