HomeMy WebLinkAbout279 West Yarmouth Road - Sewage Disposal System Designy
NOT TO SCALE
- 1. TEST -
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WASHED
12°MINSHALL
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APPLY.
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DATE:3-1'3-j;4 DATE; 3 -i3 -8G .. DATE: 3 -I} -A4
DATE:
TEST BY:
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TEST BY` TEST BY: TEST BY:
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WITNESSED BY: sTPMBq
Sre-p4R I•AA7NESSED:BY: WITNESSED
BY: WITNESSED BY:
.�1RC. RAG:.-:4K�£+ PER N ATE, us w. Mira Mc
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PERC. RATE: PERC. RATE: PERC. RATEi-
MINJINCH PERC. RATE:
MIN:/INCH MIN./INCH , MIN.PINCH
DATUM:
VERTICAL DATUM: 10
BENCH MARK USED: 7<as FL�Nii� 11dtT ffYp .ro, <9_50
NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL
REINFORCED CONCRETE.
2. SEPTIC T C TANK TO WITHSTANDH-10 DRIVES
UNLESS UNDER PAVEMENT, DRIVES on
AD
TRAVELED WAYS.WHEREIN N-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION TO BE WATERTIGHT.
1
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PR[CAST I�
SEPTIC y�
� TANX
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PLAN VIEW
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NOT TO SCALE
4. INLET AND OUTLET TEES TO BE CAST IRON OR
SCHEW40
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NO. 4F OUTLETS: .�' :
_
PVC. TEES TO BE CENTERED UNDER
MA
MANHOLE
LE C OVER.
- 1
NOTE 9.
-.
'. MANHOLE'CDVI
BROUGHT
O HT T 0 f
7:PRECA�T
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L DIST. BOX D WITHSTAND H-10 LOADING2^M�PUNLESS UNDER PAVfMENTr DRIVES
-
OR
TRAVELED WAYS WHEREIN H- EO LOADING
TO V2
WASHED
12°MINSHALL
APPLY.
STONE ..
1
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4-21 675 5 F
i SEED
VEMENT
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