HomeMy WebLinkAbout62 Highbank Road Grading and Utility Plan,�.
N 16'45'10" E 90.00'
HOUSE
N/F
JOHN T.BOOKMEE LINDA654 l6SETHARES
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B7T. CaVC CART PA7H
G
BLEND EXI TING
\ GRAVEL P�rH WINE
GRAVEL PA�vING
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� 1
1
1 1
C.O.•—
r �_ r
D2YWELL
R = 9b1
i.INY. = 92
-�f3TCH &IS AVEMENT
1`
CB '3
IM =96.15
= 9225 `
ATS
/ ***4*
NEW BUILDING
FLOOR ELEV.=
99100
LIGHT
-FUEL DISPENSER \
\ 98 EMERGENCY
i SHUT OFF
-WAO
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Ir�1
L�z I Loda
LIMIT OF WORK �
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95 I
e \
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ers '
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; 97x'30" E 778.
HICH
SITE BENCH AIARK
P.K. NAIL SET IN U. POLE
ELEAT70V = 95.85'
(ASSUMED DATUM)
\A.'
1500 GAL \ s
SEPTIC TAMC
b X
2
1al 1I I
°l
1
STOR`1WATER LEACHING\ f
i AREA 02. !J) 3 i„
DRYWELL flys
INv. ELEv.=94.90 3
B
07 1� mW
�I�I 11 Y 4r
N®TE5
L- PRIOR TO BACKFILLING THE ENGINEER SHALL BE NOTIFIED TO INSPECT
THE INSTALLATION OF ALL NEW DRAINAGE t SEPTIC SYSTEM COMPONENTS.
2.- PRIOR TO BACKFILL INC: THE BOARD OF HEALTH SHALL BE NOTIFIED TO
INSPECT THE.SEPTIC SYSTEM INSTALLATION.
3.- ALL RUNS FROM NEW PAVEMENT SHALL BE CONTAINED WITHIN THE
PROPERTY BOUNDARIES_
SITE BENCH MARK:
�l 9
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♦ ` i1111� iiil\
rII
` I
dj IDR"'�J.4TER LEACHING
DRYWELL
ASA•
RIM = 95801 r----�
INV.
D
RYWELL SK&
L---- s_ I I RCI ELEV= 96 `
4 SCNED PVC 1----JINv.ELEv.=9316
=tide HDA WALL 10-12" HDPE i GB N `
5=0�1 RIM =9583
INV. = 9333 / qe
INV.
LSV.=
.00
HDEP HIGH DENSITY POLYETHLENE
0 O_: 40,
PIPE
NEI J WATE
SE
ICE B
LINE
--(�- PROPOSED CONTOUR
LINE
® PROPOSED SPOT
TH TOWN
YA
TJ_
INV. INVERT
ELEv. ELEVATION
WA R D
AR
T
3 �p
-RD- NEW ROOF DRAW
6" HDPE
\
,
--- DIRECTION OF FL
TOW TOP OF WALL
TVP. TYPICAL
J-
•TEST PIT LOCATION
t
; . GROUND ELEVAT16N
4 YF'vT
ELECTRIC SERVIC
B
a EXISANGCESSPOOL _ _ LIMIT CF
■ SLOPE VENT
!ev ' 0Da> TOWARD \
� 3 LEACHING TRENCHES— — — —
_ � lit------
J ■ V ��t1>�
(otld 9 SIGN
$ U.G. 7E1
3 I ---
i
LEG ENE)
❑ CB N CATCH BASIN
HDEP HIGH DENSITY POLYETHLENE
DRAM
PIPE
-D- NEW DRAIN LME
-$�- EXISTING CONTOUR
LINE
--(�- PROPOSED CONTOUR
LINE
® PROPOSED SPOT
GRADE ELEVATION
POINT OF APPLICATION
S SLOPE
INV. INVERT
ELEv. ELEVATION
Ei CONCRETE SPILL
BARRIER
""77,W7 FULL DEPTH PAIMEAtT
SAWCUT
-RD- NEW ROOF DRAW
6" HDPE
-W- NEW WATER LINE
--- DIRECTION OF FL
TOW TOP OF WALL
TVP. TYPICAL
•TEST PIT LOCATION
t
; . GROUND ELEVAT16N
—G-- GAS
ELECTRIC SERVIC
— -
-
\
G _—�rrrr
7Tr t ,
T � �
MONO
— — — 5.46_ _ — _ — —c IIS„ _ _ woos VEMENT
- —•
_" 9
6
IL COD B .,C'! _-� �. �� "now ROA_D
3 r t`�" ` N`W 8" CLDI l Tc'R SERvtCE 8Y
--IHE-TOtLtQO� YAR'{OUTH, WATER -
95INN ` DEPARTMR`t'T
-EXISTING OVERHEAD UTILITIES TO BE
REPLACED BY OTHERS
CONTRACTOR SHALL PROVIDE A GRADUAL
SWEEP ELBOW AND RISER SLEEVE THROUGH
FLOOR SLAB FOR NEW WATER SERVICE.
COORDINATE SIZE AND EXACT LOCATION
WITH THE TOWN OF YARMOUTH WATER
DEPARTMENT
GRADING & UTILITY
SCALE _` 1"=20'-0"
PLA
BASS RIVER
GOLF COURSE
I
SOUTH YARMOUTH, MA
Revisions
CSS ARCF-1ITECTS INCORPORATED
BulIRoad
Building ng Two, 3itte 300
Wakefield, MA 01880
CSS@CSSARCFLCOM
Title
GRADING &
UTILITY PLAN
Scale 1"=20,-0„
F
Date 10.3 j 0�
Drawn ACG
Checked . J J 5
Project No. 995
t