HomeMy WebLinkAbout205 Old Main Street Site Plan of Land 130
NOTE: VERIFY IN FIELD THE ELEVATION
OF THE D -BOX PRIOR TO ANY
PLUMBING OR :_EPTIC WORK ON SITE
I
24"I.D. CAST IRON COVERS PROVIDE NEW RISER TO GRADE
�AS SHOWN. MORTAR ALL COMPONENTS (Typ.) OVER D -BOX WITH LIGHT DUTY
.I SLAB-'E.FOUND.=. EL 23.O///AS
CAST IRON FRAME AND COVER
NEW 24',. ASi IRON COVE BLOCK UP D -BOX, 249.D. RISER
' 0 GRADE. MORTAR ALL COMPONENTS
:I I,
down cape engineering, Inc.
10 -TON VIBRATORY ROLLER
MDIPW M1.03.1 VIB. ROLLER COMPACTED
10'
24' ,. TIE INTO
EXISTING D -BOX
TEE ST1
TEE
\�
1 4'SCH40 PVC
1500 GAL H-10
20.62
CIVIL ENGINEERS.-
12 AT 2%
SEPTIC TANK
FROM STt
-
FROM20.87:
5'-8' LIQ. LEVEL
ACME OR EQUAL
GAS
4.
BAFFLE: OSCH
40 PVC AT 1% o°o°o°0
0°e°o°o
., : BUILD' NG
+16.66
939 main St. yarmouth, maNOT
SEWER ONLY
¢
REF. SEPTIC INSPECTION
REPORTWILLIAMS
•:...
•. • • :: :-:
•6'
13. PITCH SIDEWALKS 1/8' PER FT. MIN. AWAY FROM BUILDING.
20.25 20.08 EXISTING
EXISTING
T.F. FFLR
GRAVEL & MECH.
VERIFI I^1
PLACE SPEED LEVELERS IN ALL
EL = 23.0
COMPACTION (TYP.)
__
F`E1LD
PRIOR T
EXISTING OUTLET PIPES AND
i
PLUM- tN,, OR
WATER TEST BOX FOR LEVEL
+20.0 �zo.2z
�
WORK ON
SITE
IN FROM
KITCHEN SINKS
& DISHWASHER ONLY
TO STI
+19.66 9.99
FULL
I \
BAS10,
EMENT
KITCHEN77
4'SCH4061.5%
2j,3q
TEE 1000 GAL H-10
--•-��
AREA INV. AT BLDG
,�
4R QE RAP
•2.1.1 y
ONLY„ EL 21.57
+ .81
ACME OR EQUAL
•` GAS
12'
BAFFLE
1v x
a
6' GRAVEL & MECH. COMPACTION
(TYP.)
d 20.
NOT TO SCALE
GFNa
LEACHING PIT DESCRIPTION
A 6'X6' WITH 2' STONE
B 6'X6 WITH 2' STONE
C 6'X5' WITH 1' STONE
D 6'X6' WITH 1' STONE
PARCEL P3
`®
241.56 N 2 .05
+ .49 r� CRA LPA ING
I - 86
F+20.09
+2
+21.66
I
iI'fisl
NOTE: PITCH SIDEWALKS 1/8' PER T MIN AWAY AWAY FROM BUILDING.
5% MAX. SLOPE WITHOUT RAMP iRA,!IDRAILS ETC.)
1''„ TOPCOAT MASS DPW
/ I TYPE 11 BIT. ASPHALT
2.06
�J CATCH BASIN `� ;