Baler_Plan.pdf

7'

30'

9'-11

14'

10'-6"

15'-8"

1'

12" of 3"minus Compacted to

90% Relative Compaction

12" of

"minus Compacted to

90% Relative Compaction

1-

" Clearance Face to Rebar

2" Clearance

Face to 32" length

Number 4 Grade

40 Rebar @

16"O.C. in Both

Directions.

Number 4 Grade 40 Rebar @

16"O.C. in Both Directions.

2" Clearance Face to Rebar Both Ends

Native Ground Compacted to 90% Relative Compaction

8'-8" (15'-8" Long Dim.)

1'

10"

7' (14'-0" Long Dim.)

10"

8' (15'-0" Long Dim.)

6" 6"

4" 4"

Drill 1" Weep Holes @ ±2'O.C.

around entire perimeter

1'-8"

2'-8"

Fill Dry Well with 3"minus

1"Plus Loose Compaction

Building Side Slab

Existing Concrete with

Thickened Section

" x 4' x 8'

Metal Panels

Kick-Out Support

Post at Ends of

Each Metal Panel

Scale: 1"=10'

5 10 20 30

Cross sectional area = 2,231 sq. in.

= 15.49 sq. ft.

Concrete Quantities

Pit Section - Length = 14.00 ft x 15.49 sq ft = 216.86 cu ft

- Ends = 24.33 ft x 4.86 sq ft = 118.24 cu ft

- Stair = 11.33 ft x 4.86 sq ft = 55.06 cu ft

- Total Pit Section = 14.5 cu yd

Z P u b l i c

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U I L D

I N

G S b l d g u p d a t e s

B

L D

G

S O

W B l d g

S O

W d w g x

P

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T e r r y L e e W h i t e