W912HN-19-B-3006_AMD1.pdf

N W

S C

G .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

Q G o o d H o p e W a te r

C ro s s in g s \C

A D

B

IM

S h e e ts \0

C iv il \N

W S

C G

.d g n

-A

U G -2

:0

S A

V A

N N

A H D

IS

T R

IC

T

S A

V A

N N

A H

G E

O R

G

IA

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

-2

-0

SHEET ID

F O

R T B

E N

N

IN

G

G E

O R

G

IA

G O

O D H

O P

E M

A N

E U

V E

R A

R E

A T

R A

IL

S

P N

C .L

O W

E

S O

L

IC

IT

A T

IO

N N

O

ISSUED FOR CONSTRUCTION

J U

L Y

W

H N -1

-B -3

(VARIES - SEE PLAN)

CUT

(VARIES - SEE PLAN)

FILL

TYPICAL CROSSING SECTION

3:1

3:1 3:1

GRADE

PROFILE

1'-0" (MIN)

EDGE PAVE.

12' (MINIMUM)

(M

IN

IM

U M

(M

IN

IM

U M

LAYOUT

TYPICAL SIGN

NOT TO SCALE

DETAIL

30-30 80

TYP

TYP

METAL POST

EDGE PAVE.

7' (MINIMUM)

(M

IN

IM

U M

(M

IN

IM

U

METAL POST

7' (MINIMUM)

(M

IN

IM

U M

(M

IN

IM

U

LAYOUT

TYPICAL SIGN

METAL POST

OM3-L

OM3-R

12"

12"

TANK CROSSING SIGN

TYP

CULVERT WARNING SIGN

4%

6'-0"9'-0"9'-0"6'-0"9'3'-0"

18'-0" CROSSING

4% 4% 4%

SHOULDER SHOULDER

ALUMINUM, 80 MIL

30" ROUND REFLECTIVE

GROUND

EXISTING

90% COMPACTION

6" RAW SUBGRADE -

TOPSOIL AND TURF

4" OF LOOSE

TOPSOIL AND TURF

4" OF LOOSE

95% COMPACTION

RAW SUBGRADE

95% COMPACTION

SELECT FILL

5.

4.

3.

2.

1.

6" RAW OR FILL SUBGRADE (95% COMPACTION)

36" SELECT FILL (95% COMPACTION)

(REFER TO GDOT STANDARD SPECIFACTION SECTION 800)

10" GROUP 1 SIZE #3 COARSE AGGREGATE 100% COMPACTION

(REFER TO GDOT STANDARD SPECIFACTION SECTION 815)

6" GRADED AGGREGATE BASE 100% COMPACTION

AT NO ADDITIONAL COST TO THE GOVERNMENT.

AGGREGATE AND SUBGRADE ACCORDING TO MANUFACTURERS SPECIFICATIONS.

OF TENSAR TRIAX T-160 GEOGRID OR EQUIVALENT BETWEEN COARSE

WHERE SUBGRADE COMPACTION CAN NOT BE MET, PLACE ONE LAYER

FOR COMPACTION DETAILS.

SOIL'S OPTIMUM MOISTURE CONTENT. REFER TO SPECIFICATIONS

(ASTM D 1557) AT A MOISTURE CONTENT WITHIN 2% OF THE

MAXIMUM DRY DENSITY ACCORDING TO MODIFIED PROCTOR METHOD

COMPACT FILLS UNDER ROADWAY TO MINIMUM OF 95% OF THE

COMPACTION DETAILS.

MOISTURE CONTENT. REFER TO SPECIFICATIONS FOR

AT A MOISTURE CONTENT WITHIN 2% OF THE SOIL'S OPTIMUM

ACCORDING TO MODIFIED PROCTOR METHOD (ASTM D 1557)

TO MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY

COMPACT THE TOP 6" OF SUBGRADE UNDER THE ROADBED

AND COMPACTED ACCORDING TO SPECIFICATIONS.

AGGREGATE TO BE PLACED IN LIFTS NO GREATER THAN 6"

PROCTOR METHOD (ASTM D 1557).

THE MAXIMUM DRY DENSITY ACCORDING TO MODIFIED

TO BE GROUP II AGGREGATE COMPACTED TO 100% OF

OF GDOT SPECIFICATIONS SECTION 815. AGGREGATE

GRADED AGGREGATE SHALL MEET THE REQUIREMENTS

CL

CG501

G .L

Y N

N

C .L

O W

E

S .H

A G

G A

R D

G R

A D

IN

G D

E T

A

IL

S

/2

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T