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NOTES I W.
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L CUSS "A6 CEMENT CONCRETE TO BE USED.
2. EXPANSION JOINTS TO BE PLACED 90' D.C. VAXIMUM WITH
INTERMEDfATE CONSTRUCTION JOINTS PLACED AT 30'O.C. MAXIMUM.
3: ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM.
,..4. PAYMENTS WILL BE EASED ON TABLE BELOW.
HEIGHTS
4
AREA
$0. FT-
4
A
T
W
Y - fl•
r
N
6.667
0.247
2'-6".
4'— 6'
Y—.6'
7.075
0.292
3'-06
6'-0"
O
9.165
0.339 .
I
B'—C
2!—IO"
N
0.390
FINISHED GROUND
NOTES I W.
—�
L CUSS "A6 CEMENT CONCRETE TO BE USED.
2. EXPANSION JOINTS TO BE PLACED 90' D.C. VAXIMUM WITH
INTERMEDfATE CONSTRUCTION JOINTS PLACED AT 30'O.C. MAXIMUM.
3: ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM.
,..4. PAYMENTS WILL BE EASED ON TABLE BELOW.
HEIGHTS
WIDTH
AREA
$0. FT-
CU. YOS.
LIN. EPR
T.
A
T
W
Y - fl•
t'- 0-
2'- 4-
6.667
0.247
2'-6".
4'— 6'
Y—.6'
7.075
0.292
3'-06
6'-0"
t— S"
9.165
0.339 .
3'-66
B'—C
2!—IO"
10.541
0.390
41-06.
6'—d'
31— 0'
52.000
0.444
4'— C
6'-66
3'— 26
13.541
0.302
51- 0"
i r d
36— 4"
15.162
0.362
MASS. D.P.W. — MARCH
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' HAYBALES TO
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TO 6„ ALONG LIMIT
OF CONSTRUCTION
AS INDICATED
ON PLANS.'
SECTION
HAYBALE DETAIL
S/L%UION FENCE
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