QKA Access Road Resurface and Site Work Drawing2.pdf

NOTES:

1. CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE LIMITS SHOWN.

ANY DISTURBANCES OUTSIDE THE LIMITS SHOWN SHALL BE RESTORED

TO EXISTING CONDITIONS THAT ARE ACCEPTABLE TO THE C.O.R.

2. COLD MILL DEPTH IS BASED ON NORMAL SURFACE CONDITIONS. AREAS WHERE

DELAMINATION, POTHOLES, AND EDGE CRACKING HAVE OCCURRED SHALL BE MILLED

TO PROVIDE A UNIFORM SURFACE.

3. SCARIFY THE SUBGRADE SOILS TO A MINIMUM DEPTH OF 8 INCHES, MOISTURE CONDITIONED

TO ABOVE THE OPTIMUM MOISTURE, AND COMPACTED TO 95 PERCENT RELATIVE COMPACTION

OF THE MAXIMUM DRY DENSITY PER ASTM D1557.

4. AGGREGATE BASE COURSE SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION

OF THE MAXIMUM DRY DENSITY PER ASTM D1557.

5. EXTEND BASE COURSE A MINIMUM OF 12" BEYOND PAVEMENT EDGES

WHERE EDGES ARE NOT CONSTRAINED BY CONCRETE CURB OR CONCRETE SLAB.

US Army Corps of Engineers ®

SHEET ID

U S

A

R M

Y

C

O R

P S

O

F

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

I S

S U

E

D

A T

E

C O

N T

R A

C T

N

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

F Y

E P

A I

M

U

T

K

A

L

A

D

M O

U N

T

K

A A

L A

O

A H

U

H

A W

A I I

J

P

E T

E R

S

J

P

E T

E R

S

D

M

A S

T U

M O

T O

J U

Y

FINAL SUBMITTAL

K

A

R A

K I

H O

N O

L U

D

I S

T R

I C

T

B U

I L

D I N

G

F T

S

H A

F T

E R

H

A W

A I I

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

E

G

I N

E E

R I N

G

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

EXIST. BASE COURSE

TO REMAIN UNDISTURBED

DEPTH VARIES 4.5"-9"

2-3/8" ASPHALT

CONCRETE OVERLAY

EXIST. ASPHALT

CONCRETE TO REMAIN

COLD MILL 2-3/8" OF EXIST.

ASPHALT CONCRETE PAVEMENT.

EXIST. CONC.

SWALE/GUTTER

EXIST. CONC.

SWALE/GUTTER

LIMITS OF A.C. PAVEMENT

WIDTH VARIES 10'-13'

GRADE

VARIES

GRADE

VARIES

EXIST. BASE COURSE

TO REMAIN UNDISTURBED

DEPTH VARIES 4.5"-9"

EXIST. CONC.

SWALE/GUTTER

LIMITS OF A.C. PAVEMENT

WIDTH VARIES 10'-13'

GRADE

VARIES

GRADE

VARIES

EXIST. GRASS

EXISTING

GROUND

EXIST. BASE COURSE

TO REMAIN UNDISTURBED

DEPTH VARIES 4.5"-9"

EXIST. CONC.

SWALE/GUTTER

LIMITS OF A.C. PAVEMENT

WIDTH VARIES 10'-13'

GRADE

VARIES

GRADE

VARIES

EXIST. CONC. CURB

AND GUTTER

EXIST. BASE COURSE

TO REMAIN UNDISTURBED

DEPTH VARIES 4.5"-9"

LIMITS OF A.C. PAVEMENT

WIDTH VARIES 10'-13'

GRADE

VARIES

GRADE

VARIES

EXIST. GRASSEXIST. GRASS

END PAV'T. IMPROVEMENTS

AT CONC. SWALE/GUTTER

END PAV'T. IMPROVEMENTS

AT CONC. SWALE/GUTTER

END PAV'T. IMPROVEMENTS

AT CONC. SWALE/GUTTER

END PAV'T. IMPROVEMENTS AT

EXIST. EDGE OF AC PAVEMENT.

SEE ROADWAY PLANS

END PAV'T. IMPROVEMENTS

AT CONC. SWALE/GUTTER

END PAV'T. IMPROVEMENTS

AT CONC. GUTTER

END PAV'T. IMPROVEMENTS AT

EXIST. EDGE OF AC PAVEMENT.

SEE ROADWAY PLANS

END PAV'T. IMPROVEMENTS AT

EXIST. EDGE OF AC PAVEMENT.

SEE ROADWAY PLANS

10" AGGREGATE

BASE COURSE

SEE NOTE 4 AND 5

4" ASPHALT CONCRETE

(TWO - 2 INCH LIFTS)

LIMITS OF A.C. PAVEMENT

WIDTH VARIES 10'-13'

GRADE

VARIES

GRADE

VARIES

EXISTING

GROUND

FINISHED

GRADE

EXIST. CONC.

SWALE/GUTTER

EXIST. CONC. CURB

AND GUTTER

END PAV'T. IMPROVEMENTS

AT CONC. SWALE/GUTTER.

END PAV'T. IMPROVEMENTS

AT CONC. GUTTER.

LIMITS OF A.C. PAVEMENT

WIDTH VARIES 10'-13'

GRADE

VARIES

GRADE

VARIES

EXISTING

GROUND

FINISHED

GRADE

EXIST. CONC.

SWALE/GUTTER

END PAV'T. IMPROVEMENTS

AT CONC. SWALE/GUTTER.

COMPACTED

SUBGRADE

SEE NOTE 3

EXIST. GRASS

END PAV'T. IMPROVEMENTS

AT EXIST. EDGE OF AC PAV'T

SEE ROADWAY PLANS

LIMITS OF A.C. PAVEMENT

WIDTH VARIES 10'-13'

GRADE

VARIES

GRADE

VARIES

EXISTING

GROUND

FINISHED

GRADE

EXIST. GRASS

END PAV'T. IMPROVEMENTS

AT EXIST. EDGE OF AC PAV'T

SEE ROADWAY PLANS

CS501

T Y

P I C

A L

S

E C

T I O

N S

END PAV'T. IMPROVEMENTS

AT EXIST. EDGE OF AC PAV'T

SEE ROADWAY PLANS

EXIST. GRASS

TACK COAT ON

COLD MILLED SURFACE

F1

TYPICAL SECTION - 1

NTS

F6

TYPICAL SECTION - 4

NTS

D1

TYPICAL SECTION - 2

NTS

D6

TYPICAL SECTION - 5

NTS

B1

TYPICAL SECTION - 3

NTS

C6

TYPICAL SECTION - 6

NTS

A6

TYPICAL SECTION - 7

NTS

FINISHED

GRADE

EXIST. ASPHALT

CONCRETE TO REMAIN

FINISHED

GRADE

EXIST. ASPHALT

CONCRETE TO REMAIN

FINISHED

GRADE

EXIST. ASPHALT

CONCRETE TO REMAIN

FINISHED

GRADE

10" AGGREGATE

BASE COURSE

SEE NOTE 4 AND 5

10" AGGREGATE

BASE COURSE

SEE NOTE 4 AND 5

COMPACTED

SUBGRADE

SEE NOTE 3

COMPACTED

SUBGRADE

SEE NOTE 3

EXISTING

GROUND

COLD MILL 2-3/8" OF EXIST.

ASPHALT CONCRETE PAVEMENT.

TACK COAT ON

COLD MILLED SURFACE

FINISHED

GRADE

COLD MILL 2-3/8" OF EXIST.

ASPHALT CONCRETE PAVEMENT.

TACK COAT ON

COLD MILLED SURFACE

2-3/8" ASPHALT

CONCRETE OVERLAY

2-3/8" ASPHALT

CONCRETE OVERLAY

2-3/8" ASPHALT

CONCRETE OVERLAY

COLD MILL 2-3/8" OF EXIST.

ASPHALT CONCRETE PAVEMENT.

TACK COAT ON

COLD MILLED SURFACE

4" ASPHALT CONCRETE

(TWO - 2 INCH LIFTS)

4" ASPHALT CONCRETE

(TWO - 2 INCH LIFTS)

Dave Weber Polygon