W912HN-21-B-3003_DRAWINGS_VOL1_AMD1.pdf

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

D A

T E

C O

N T

R A

C T

N

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

C A

T E

G O

R Y

D

E

C H

E C

K E

D

B

Y

S U

B M

I T

T E

D

B

Y

A N

S I

D

-W H

N B

D E

C E

M B

E

S A

V A

N N

A H

G

A

W

O

G L E

T H

O R

P

A

V E

N U

E

S A

V A

N N

H

D

I S

T R

I C

T

V O

L U

M

S

I T

E

F Y

P

N

A

B

R

R A

C K

S

C

O M

P L E

X

P

H

F O

G

R

D O

N

G

E O

R G

I A

READY TO ADVERTISE (RTA)

S

B

A R

B I N

A

K6ENDTBM 3/3/2021 3:24:38 PM P:\CIVIL3D PROJECTS\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG

CS503

S I T

E

D

E T

A I L

M

A R

T I N

T

M

A R

T I N

M

K

O L A

S I N

S K

4"

4"

4"

NOTES:

1. INSTALL RUBBER MULCH AND RUBBER CURB AND GUTTER PER MANUFACTURER'S SPECIFICATIONS.

MULCH SHALL COMPLY WITH ASTM F 1292-04 AND BE OBTAINED BY A CERTIFIED SUPPLIER.

2. COMPACT SUBGRADE TO 90% PER SPECIFICATION 31 00 00 EARTHWORK.

3. 4" PERFORATED PVC UNDERDRAINS TO DRAIN TO 6" PVC CONNECTING PIPES AND ULTIMATELY TO

THE STORM MANHOLES SHOWN ON THE GRADING PLANS.

PHYSICAL TRAINING PIT

N.T.S.

150'

PULL-UP BARS

10'

10'

20'

10'

4" PERFORATED PVC PIPE,

0.5% MIN. SLOPE, TYP.

CAP END, TYP.

TIE INTO 6" PVC WITH ELBOW

CLEANOUT, TYP.

6" PVC PIPE

0.5% MIN. SLOPE, TYP.

6" X 8" PVC

ADAPTOR TEE,

TYP.

4" PERFORATED PVC PIPE,

0.5% MIN. SLOPE, TYP.

TIE INTO 6" PVC WITH ELBOW

CLEANOUT, TYP.

4" RUBBER HEADER CURB

SEE GRADING & DRAINAGE PLANS FOR

CONTINUATION OF STORM PIPES. CONNECT 8" PVC

PIPE INTO STMH WITH WATER TIGHT SEAL

I.E.: 467.08'

PLAN

SECTION

4" PERFORATED PVC PIPE

WRAP UNDERDRAIN AND

STONE IN GEOTEXTILE

POROUS GRAVEL AROUND

UNDERDRAIN

GEOTEXTILE SEPARATION

6" SAND BASE

8" COMPACTED

SUBGRADE

GEOTEXTILE SEPARATION

4" RUBBER MULCH

4" X 8" RUBBER

HEADER CURB

CURB 1" ABOVE MULCH

8" PVC PIPE

0.5% MIN. SLOPE, TYP.

ENSURE PVC PIPE DOES NOT

INTERFERE WITH PULL-UP

BAR CONCRETE FOOTINGS

62"

12'

NOTES:

1. THE POSTS ARE 6"X6"X12' AND SUNK 3.5' BELOW THE RUBBER MULCH SURFACE AND ANCHORED WITH

CONCRETE. THE CONCRETE ANCHORS WILL START 4" BELOW THE SAND BASE.

2. THE BARS ARE THREADED WATER PIPE, 1.0" INSIDE DIAMETER, 12' LONG WITH 1" END CAPS

3. THE BARS ARE THROUGH THE 6X6's AT 8.0' AND 7.5' ABOVE THE GROUND

4. THE DISTANCE FROM THE INSIDE POST EDGE IS APPROXIMATELY 62".

5. THE STEP-UPS (16" LONG) ARE CUT FROM 4"X4"X8' POSTS AND SECURED TO THE 6X6's WITH 3" SCREWS

THAT ARE COUNTER SUNK.

6. THE STEP-UP ON THE OUTSIDE 6X6's ARE 18" FROM THE GROUND, THE STEP-UPS ON THE INSIDE POSTS

ARE 24" ABOVE THE GROUND

7. MATCH COLOR AND MATERIAL OF CLIMBING BARS INSTALLED AT AIT BARRACKS COMPLEX, PHASES 1 & 2.

STEP-UPS

STEP-UPS

PULL-UP BARS

N.T.S.

ELEVATION

PLAN VIEW

RUBBER MULCH SURFACE

CONCRETE, TYP.

BAR

WOOD 6X6, TYP.

12"

3" MIN.

12'

12" SQUARE

V A

R I E

S

B

Y

M A

N U

F A

C T

U R

E R

NOTES:

1. BIKE RACK SHALL ACCOMODATE 20 BICYCLES.

2. RACK SHALL BE COATED AFTER COMPLETE FABRICATION WITH A COLORED POLYESTER COATING

APPLIED TO A THICKNESS OF 4-5 MILS. COLOR SHALL BE BLACK AS PER FORT GORDON DESIGN GUIDE.

3. INSTALL RACK PER MANUFACTURERS INSTRUCTIONS.

24'

6', TYP

FOUR, 11-SPACE

RIBBON-STYLE

BICYCLE RACKS, TYP.

PLAN

ASTM SCHEDULE 40, TP304

STEEL PIPE, 2.5" O.D.

PIPE EMBEDDED A MIN. OF

8" INTO CONCRETE

4" CONCRETE SLAB

MATCHING BASE COVER

CONCRETE FOOTING

BICYCLE RACK AND PAD

N.T.S.

SECTION

EXTERIOR

TRACK

SHOULDER

15'

2% MIN. SLOPE

5'5'

0.5" MIN. SYNTHETIC TRACK SURFACE

1.5" BITUMINOUS LEVELING COURSE

1.5" INTERMEDIATE COURSE

6" AGGREGATE BASE COURSE

PRIME COAT

8" COMPACTED SUBGRADE, 98% MOD. PROCTOR

2% M

IN

. S

LO

PE

11'

1% MIN. S

LOPE

COMPACTED SUBGRADE PER SPECIFICATION 31 00 00 EARTHWORK

EXISTING TRACK

RUNNING TRACK SECTION

N.T.S.

TACK COAT

INTERIOR

TRACK

SHOULDER

NOTES:

1. MATCH CROSS-SLOPE OF NEW TRACK SURFACE TO THAT OF THE EXISTING TRACK.

2. THICKNESS OF THE SYNTHETIC TRACK SURFACE WILL BE EQUAL TO THAT OF THE EXISTING TRACK BUT NOT LESS THAN 0.5 INCHES.

3. THE PROPOSED SECTION OF SYNTHETIC TRACK SURFACE SHALL MATCH AS CLOSELY AS POSSIBLE TO THE EXISTING TRACK SURFACE.

IT WILL BE AN IMPERMEABLE, POLYURETHANE-BASED SURFACE SUITABLE FOR FOR ALL-WEATHER PERFORMANCE WITH SIMILAR

CONSTRUCTION AND CUSHIONING.

4. THE SYNTHETIC TRACK SURFACE WILL BE A RED COLOR MATCHING THE EXISTING TRACK.

5. THE SYNTHETIC TRACK SURACE WILL BE INSTALLED PER AN APPROVED SYNTHETIC TRACK SURFACE MANUFACTURER'S

SPECIFICATIONS. CONTRACTOR MUST SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATION PROCEDURES FOR APPROVAL.

R E

V I S

D

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

M

A R

CS503 SITE DETAILS 3