HomeMy WebLinkAboutEngineered Plan - 19966 FEET I 24 INCHES . . ,
DATE j/i` /. (�sc`AL`E�++` 'a
REVISED (JOB N0. / _w7
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BENCHMARK,
2
TOP OF FOUNDATION
4" CAST IRON PIPE
0
2 1 IMU 0
FT M N M FROM CELLAR
SOIL-
V
ASHEDSS�010
NE
VENT
ELEV. �'=JS7,CO
10"i. MINIMUM
10: FT. MINIMUM FROM SLAB OR CRAWL SP -
ACE
.TEST
G
DATE OF 'SOIL TEST 1 / 9 G
_ .
(ASSUMED)
_
CLEAN SAND-
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Stas .TEST DO O ,c3 •v w'/
NE BY G C .�C ..
r
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_
CONCRETE_
TE
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VE
_ 4: SCHEDULE 40 VC PIPE
E uLE _ P
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MIN. PITCH 1 8 PER FT.
/
�LOAMAND SEED
c- 9 t AYG'R nF'
WITNESSED,BY,_ 7z o n,� c ADI t G f} c '
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OBSEaVATION OL , _ r Z
OBSERVATION .HOLE ELEv.=
PERCO ATIb <� Z
PERCOLATION RATE _ AAtN. /1NCN AT ' ? � t\�rucc ::orenr.i'.+�i4-.. �...Y.
6 FEET I 24 INCHES . . ,
DATE j/i` /. (�sc`AL`E�++` 'a
REVISED (JOB N0. / _w7
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2
4" CAST IRON PIPE
V
ASHEDSS�010
NE
VENT
. .
(OR EQUAL) MINIMUM
NOT REQUIRED
PITCH 1/4" PER FT.
1 CU. FT. OF
CONCRETE
-
FLOW LINE
ri
96.38 a
ANCHOR
ELEV. �7,G7
10"
MIN. .
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O O
CO4% 2rOw
ELEV�
LEVEL
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9
ELEV. a g�.?S
GAS
BAFFLE
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ELEV l�,�Q 6 SU P ELEV. �. J .00
`EL.EV.
D I S TR I B UTI O N�
ELEV.DEPTH
C
H 1: H C ,G7 P.0 . ' ;✓
LIQUID OUTLET
TEE,
�..o �.�:.`.
B OX -----
INFILTRATORS WITH STONE 1N AN
(TO BE PLACED ON FIRM BASE)
-
4 FEET 14 INCHES --
S .FEET 19 INCHES
rj(�0 CiI�LL(�N
70 BE WATER TESTED
IF MORE THAN ONE OUTLET
t j't :R 4 I'0 -1k TRENCH FORMATION
-
6 FEET I 24 INCHES . . ,
DATE j/i` /. (�sc`AL`E�++` 'a
REVISED (JOB N0. / _w7
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