Q894 Mod2 Drawings.pdf

42'-0"

SCOPE OF WORK.

DRAIN AND SHEDS PER

ASPHALT, TRENCH

REMOVE CONCRETE,

92'-0"

SHEDS, EXCAVATE EARTH

ASPHALT, DEMOLISH

REMOVE CONCRETE OR

LEGEND

13'-2"

2'-7"

15'-3"

83'-2"

6'-0" 9'-11" 15'-4"

N

E

W S

NONESCALE:

D A

T

E APPROVED BY:

DESIGNED BY:

SHEET NO.

R E

V

IS

IO

N

DATE:

DRAWING NO.

WORK ORDER NO.

DPW ENGINEERING DIVISION

Anniston, Alabama

ANNISTON ARMY DEPOT

B Y

RENOVATION

Q894-18 BLDG 528

SITE DEMOLITION PLAN

Q894-18

29 JAN 2020

OF4

ADAM MILNER

ALEX KHAMIS

MOD 2

PLACED IN EXACAVATED AREA

AND 4X4 WELDED WIRE FABRIC TO BE

3/4" CRUSHED STONE BASE COURSE

6" THICK 4500 PSI CONCRETE WITH 6"

42'-0"

82'-0"

13'-0"

(BUILDING BUFFER)

(B U I L

D I

G

B U

F F

E R

3/4" BASE COURSE

CONCRETE AND 6" OF

6" OF 4500 PSI

LEGEND

CONCRETE WHEEL STOP

6'X6"X10" PRECAST

WELDED STEEL WIRE FABRIC

REINFORCE SLABS WITH

3" MAX WIRE SPACING

OR EDGE

PAVEMENT JOINT T/4 + 1"

T

XXXXXX

T = PAVEMENT THICKNESS

SLAB REINFORCING DETAIL

N.T.S.

4'-0"

80'-7"

25'-3"

2'-0"

15'-3"7'-0"

EXISTING BUILDING ELEVATION

CONCRETE AND SLOPE UP TO

SHALL BE FLUSH WITH NEW

1" STEEL GRATE. GRATING TOP

CONCRETE TRENCH DRAIN WITH

NEW 40'X1'X1' PRECAST

EXISTING 4" PVC

CONNECTED TO

PIPE TO BE

13' OF 6" PVC DRAIN

9'-0"

9'-0"

TYP.

TYP.

SCOPE OF WORK (TYPICAL)

CONCRETE WHEEL STOP PER

6'X6"X10" PRECAST

STRIPE (TYPICAL)

4" WIDE WHITE PAINT

TRENCH DRAIN

SLOPE TO

T R E

N C

H

D R

A

IN

S L

O P E

T

O

TRENCH

DRAI

N

SLOPE

TO

A

A

T R

E N

C H

D R

A I N

S L

O P

T O

6'-0"

WITH TRANSITION

6" CONCRETE CURB

TRANSITION CURB

60'-0"

X

97.97

X

97.67

96.12 X

96.11 X

96.61 X

X

96.40

X

96.27

X

97.06

W S

NONESCALE:

D A

T

E APPROVED BY:

DESIGNED BY:

SHEET NO.

R E

V

IS

IO

N

DATE:

DRAWING NO.

WORK ORDER NO.

DPW ENGINEERING DIVISION

Anniston, Alabama

ANNISTON ARMY DEPOT

B Y

RENOVATION

Q894-18 BLDG 528

PROPOSED SITE LAYOUT

Q894-18

29 JAN 2020

OF6

ADAM MILNER

ALEX KHAMIS

MOD 2