HomeMy WebLinkAbout991 West Yarmouth Road Title 5 Site Plan (2)LEGEND
99—"
EXISTING CONTOUR
x 99.1'
EXIST. SPOT ELFV.
F-9-91
PROPOSED CONTOUR
®
PROPOSED SPOT EL.
TH1
TEST. HOLE
27
SLOPE OF GROUND
,UTILITY POLE
Y
FIRE: HYDRANT
NOTE: NOT ALL SYMBOLS NAY APPEAR IN DRAWING
- 56- S.F... 560 GPD-.O°Ono°o0o0o°0°0°0°o°Ono, c 3/4"-t-1/2'DOUBLE WASHED STONE 4' MIN.
TOTAL 7
O (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
- "ALL AROUND PRECAST STRUCTURES .- � �.
CA WITHOUT INSPECTION B BOA
1 6 CRUSHED STONE OR MECHANICAL TO OUTSIDE OF. ON Y RD OF HEALTH AND.
. ' STONE: 42:0 X 12.83 -.
A H-10 LEACHING CHAMBERS ACME OR EQUAL 5.87 %PERMISSION OBTAINED FROM BOARD OF HEALTH.
USE (4) 500 GAL. ( ) COMPACTION. (15.221 [2])
SYSTEM
n c
PROFILE
ALL SYSTEM COMPONENTS SHALL BE
NOTES
MARKED WITH MAGNETIC TAPE -OR
'
SYSTEM DESIGN.
( NOT TO SCALE)
-- ' COMPARABLE MEANS FOR FUTURE LOCATION.
-
1. DATUM IS APPROX. NGVD
ACCESS COVERS TO WITHIN
6" OF FIN. GRADE
-PEASTONE
CONCRETE COVERS TO WITHIN 3" GRADE
:.- • `
_ GARBAGE DISPOSER IS NOT ALLOWED
TOP FOUND.'.
'
EL. 45.5 =
2" OR GEOTEXTILE
FILTER FABRIC OVER, STONE
2: MUNICIPAL WATER IS AVAILABLE
:MINIMUM .75 �
OF COVEROVER PRECAST
29.SLOPE REQUIRED OVER SYSTEM.
43.0
D
D
3. I
M NIMUM PIPE PITCH TO BE 1 8 PER FOOT.
/
.DESIGN FLOW: 5 BEDROOMS ®110 GPD _ 550 GPD
�.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS '
USE A 550 GPD DESIGN FLOW
HT42.0-TEE
PRECAST H-io
RISERS (TYrJ
C
BLOCKS OR
'
TO BE AASHO H -]Q '
,.:
a"SCHaD PVC:
2'0
TEE
4'0SCH40 PVC
PRECAST RISERS
MORTAR ALL_
`
-
SEPTIC TANK. 550 GPD (2) 1100
......PROP..
PIPES LEVEL 1ST
2'
a
COMPONEN SH10_
T ;5.
s 7
4SIDES,
PIPE JOINTS TO BE MADE WATERTIGHT.
-
;.
TYP.INNS
40.0*
USE A 1500 GAL: H 10 SEPTIC TA .
-
42.5
1a
..............
,..,.,-.,,
° ° o °
...,:. , .....,,...
.. , ,..
..
'
. '
...:; ..., .•.,• .:_NK
6. CONSTRUCTION DETAILS TO BEIN ACCORDAN_
CE WITH
-:
500 GAL N-10 TEE
EPnc TANK
_;
,
41.75
, ° ° °
®®
® ®®®
®®®® ®®
;8gogogog
310 CMR 15.OD0 (TITLE 5.)(PROP)°
E C ING:'
fi li
.
UO LEVEL `
GAS BAFFLE.,0
° ; o o ° o°
a°oecuo 0
o oo°0000 o
0 0 0 0 0 0
0;°°°o
o°o°o°o
o°oo
o o° o
®��®®®O�®
®®® ®
®��00000000.�CME
,°,°°L
b°°oo°o°
7. THIS PLAN IS FOR PROPOSED WORK ONLYAND NOT TO
SIDES: 2 (42 + 12.83) 2 (.74) ='162 GPD
OR EQUAL
._
° ,°,o,°.a°o°o°o°o op,
N
goo°°oo°°o
®®lEg"
®®® ®®®�®®®® ®®fes
:°°o°°°°°
BE USED FOR LOT LINE.STAKING OR ANY OTHER
39.53
°°°°
,°°°°°°°°
°°°°°o°°,°37.17
°000°g°°—
PURPOSE.
BOTTOM- 42 x 12.83 (.74) 398' GPD..,..,
, . ;..,
.. ti ..:..:.
.39.36
..,._
0 0 0 0 0 0 0 0 0 D o
c
WATER -TEST
D'BOX FOR LEVELNESS
8r PIPE FOR SEPTIC SYSTEM TO SCH. 40- "
4 PVC.
o b o o 0 0 0 0 0 0 0 0
H-10 500 GAL LEACHING CHAMBER BYACMEPRECAST
OR EQUAL
- 56- S.F... 560 GPD-.O°Ono°o0o0o°0°0°0°o°Ono, c 3/4"-t-1/2'DOUBLE WASHED STONE 4' MIN.
TOTAL 7
O (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
- "ALL AROUND PRECAST STRUCTURES .- � �.
CA WITHOUT INSPECTION B BOA
1 6 CRUSHED STONE OR MECHANICAL TO OUTSIDE OF. ON Y RD OF HEALTH AND.
. ' STONE: 42:0 X 12.83 -.
A H-10 LEACHING CHAMBERS ACME OR EQUAL 5.87 %PERMISSION OBTAINED FROM BOARD OF HEALTH.
USE (4) 500 GAL. ( ) COMPACTION. (15.221 [2])