CS301.pdf

37'-39' FILTER STRIP VARIES

12' 2

ACCESS

DRIVE

ACCESS

DRIVE

CURB

CURB

VARIES

AC 101+84.12 TO AC 141+40.67

SA 10+63.61 TO SA 15+80.22

EXISTING GROUND

EXISTING GROUND

AC

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 32 11 16

COMPACTED SUBGRADE

COMPACTED SUBGRADE

PK SA

4" DRAINAGE LAYER

SECTION 32 11 10

4" AGGREGATE SEPARATION COURSE

SECTION 32 11 16

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

A

SCALE 1" = 5'

TYPICAL SECTION - ACCESS DRIVE

B

SCALE 1" = 5'

TYPICAL SECTION - SERVICE ALLEY

B1

MATCH EXISTING EDGE OF GRAVEL

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 32 11 16

US Army Corps of Engineers ®

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