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4 I #1 I # 2
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L MH STA 3 +62
SEE NOTE 3
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S= 228.03
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L= 20.5' L= 17'
PLAN
SCALE: 1 " = 40'
R
#9
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TIE N PVC SEWER \
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#11
#15 1
S= 241.57
i
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0 +00 1 +00 2 +00 3 +00 4 +00 PROFILE 5 +00
SCALE: 1 " =40' HORIZ
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7 +00
8 +00
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230
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NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY QUANTITY AND LOCATION OF
ALL SEWER SERVICE CONNECTIONS PRIOR
TO EXCAVATION.
2. 6" PVC PIPE TIED INTO 6" VC PIPE WITH
6" FERNCO AT GUTTER LINE OF POND
WHERE APPLICABLE.
3. GAS MAIN HAS BEEN RELOCATED.
200
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ro
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0 +00 1 +00 2 +00 3 +00 4 +00 PROFILE 5 +00
SCALE: 1 " =40' HORIZ
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230
220
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NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY QUANTITY AND LOCATION OF
ALL SEWER SERVICE CONNECTIONS PRIOR
TO EXCAVATION.
2. 6" PVC PIPE TIED INTO 6" VC PIPE WITH
6" FERNCO AT GUTTER LINE OF POND
WHERE APPLICABLE.
3. GAS MAIN HAS BEEN RELOCATED.
200
a 40 20 0 40 80
ro
"'o
t 4 2 0 4 8
II N HORIZONTAL SCALE: 1 " =40'
wt! VERTICAL SCALE: 1 " =4'
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SHEET 6 OF14