HomeMy WebLinkAboutplan rvsd 9.15.22\ bKUIPitK:.)/las
(FND)
TOP OF
COASTAL BANKi'\\ I -�
BROTHERS/CB
\
SCHOFIELD(FND)
BROTHERS/CB No WITNESS
I \
STK(SET) I SCHOFIELD
(FND) BROTHERS/CSB
- x (FND) I \ 1 1 I /
---
'14'�-- 16.42
/
SPIKE(FND)
SPIKE(FND) -16 19.00 j o
X12.97 x16.55BENCHMARK P:
ELEV.=7.13' I f i1
IL/
/
_
/-.------ 17(NAVD88) / --- 1 ; 50 PUFFER
i
RAGE I �� _
/ / / / / I � ,' / / �� /' ----- 18 --�' IST• GA / �`-
/�g2' / --- EXPO REMAW) I I TO /TOP OF
1,21" E 26 / ' / 1 2$'1, , COAI TAL BANK
/i4.63/ / // i / / N -7-7*,' / ,y/� /' ----- 19
/ 19.15 � �---�•----- i - �\ 1\ //
PCD D9 _ PCD D8 20 ---
E"TING GRAVEL DRIVEWAY 44KE(F,N'D)
//' SILTATION BARRIER AND �' /' , 21'07
/' LIM� OF WORK
PCD
' D10 , /►\ / / / / `
CPA cp
�/ / ,/ /�� /// /,� / / /�x/ / / /
\\ \
/ APPROXIMATE LOCATION OF 100 BUFFER
\
do
/3.4/9 /�A� // / UNDERGROUND PROPANE TANK D DOWNSPOUT RECHARGE DRAIN ! \ \`- - - - - - \'x' 17.90 Z -
/ G , / , i TO TOP O F GRANT D. PILL
v / / / / / / i 21.84 1000 GALLON LEACHING CHAMBER H2� 1 JESSICA SHIPPS PILL
/ j I ( \ / N COASTAL BANK 222 FREEMAN PARKWAY
WITH 3 -FEET OF STONE AROUND , x U,
20.38 fo PROVIDENCE, RI 02906 \
EXISTIATC
t`' CTF 225968 /
tK/ / / / / / I / D WELLING
/ (TO BE RAZED)
( x ,� 20.00
PCD D7moo` �'' 220 NG___20__- W \\
b 9
1 .15
1 I
�� i ,i , / / / / � � ___ =" / 11 •5 i / / , WELL
13 '' / / V1 RESERVE
_/ '' '' '' O / / , 19.2 x SPIKE FND
�CD L'i Z �r o \0 0 "� , i ° BENCHMARK 15.%8 SPIKE(FND) /
/ "'"%f I 22 ' / I I 1 1 1 34 /
-n -n / % I I 1
� � / 1 CENTER MANHOLE COVER
w o m ' PROPIWALKYdAY i ,/ / `�\ �, I'� �1 1 °
BASIN � � , � � ELEVATION 19.68 (NAVD88)r'oo
N N r*' r / \ \ '34.71'
114
s 78
_ v I / / / ® �� �� \ 1 g, 32„ W
m c� 20.4' _ _ - / 4 x
00
OUTDOOR I -nm II / -- /
// �' PCD D5 // i / DINNId�1G I o / //' \ \ �� �.�``.` x� 17.86 �� / ,�' , �'� 1 SCHOFIELD
/ / / ' R A \` _ - \I // (iKASS OP i<IING Z j �'' MENT ,1 0 x BROTHERS/CB /
/ / / / A x 380) H WAY \ -�� I / \ ' ,k > Y EASE 12.50 FND
WALK i 1 `�' �+ PROP WALK I ; - 1 ,
BpAR� I /
/21.12 1 "o l
1 x 12.4 i EX STING ) / I / 1 x g\I ,,,
I /
PRpDppC DE G� / i -- 19 --- / -� ---- / '' / 11 C / /
/ O- `J
/ `� 1 i , WELL x --x'20.3 19 ,' '' •' �/ NBS05'21„E A /
SED AREA \ I 20.04 % I /i SPIKE(FND) 19.83 k/�, \ �, 16 1 /�/ �/ / O
PR / voa
I I I 1 ,'
/) PCP D4 / �/ // 6' X 32 p ��m x x 21. I / x 1 .79 __ ' -_ ,// ,' ,' �� 6021'
/ // / / / / / OSED POOL 4� Q /�
I PROP cj� 23.2 / /
FIRE / ( / /
1 ,
PIT _2.0.00 /i
/ I / I /�
20.43 '
/PROPOSED PEA ISONE DRIVEWAY
SB/DH
22.47 20.00 _ / / /' / , \ /' (FND)
O '- 20.08 - 20-- 19.82 �` 1 \ ``x 20.10 // ,' ,�'/ ,' ' - /
7 i 1 o r; --- I �� / i - T-1 T-45 ,
'may
DOWNSPOUT RECHARGE AND POOL DRAIN
no
\ ', �z j O `- 20��, 1 `� / ,/ ,�' ' ' x
/ I / / - �_-` Pk \ ®WG , 13'98 WITNESS STAKES MARKING
1239 8' LINE 1000 GALLON LEACHING CHAMBER (H20) I . �J �\ 1 /
/ T PU1AT1(�N / WITH 3 -FEET OF STONE AROU1110' 19.33x 11 _ _ _ _ _ - - i N � \ ---- - 20.65 /63
�� \�
PCD D3 // 109.3 1 103.5' , PROP SEDC 1,500 GALLON J1 P \
- _ l o� / �` 386.18'
TO TOP 0 \ TO OF O - w PRE, CONCRETE �Q \ _ 81.56 50" W
COASTAL \ COASTAL 1 O 1 / �� SEPTIC TANK (H20) goo �\�� S x
DUNE 1 /BANK 1 � / O l 18.13 /
SILTATION BARRIER AND 1 ; _ PROPOSEb (5) 50( -GALLON \ 1
LIMIT OF WORK 1�1 t_ _ 50'50 �/ LEACF�WG CHAMBERS (H2O) pROPERTy EINE (TYP•) /
PROPOSED 3 -OUTLET ' \
RISER
PDISTRIBUTION BOX (H20) 1 z
P. OF 3) LIMIT OF
STONE (TYP.) 20.67 /
1 1 i x 19.93 20.07
1 1 \ /
I PCD D.2 SCHOFIELD
1
I I
BROTHERS/CB 82'
81'5650" E 325. / (FND) - -
/
BENCHMARK I
/ / I ELEV.=19.64'
/ / 1
' J 18.79 I / (NAVD88)
I /
ISCD D1� I I % 100 RADIUS TO PRIVATE WELLWELL
1 C Z DRINKING WATER WELL
\ \ ( I
coI O O �
I
IOF NIF
\\ I O I O I m 0 1 ?� 1PAUL ESTATE OF EL!7
ELIZABETH l
0
I U I I~S TS �,
HAMILTON, 119728MA 01936
' Io.3
U \ 90I �P / I `Fss\o �.
sURv'EI(o
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N/F
FIELDS POINT MFG CORP N MA
I C/O GREAT ISLAND HOMEOWNER ASSOC.
1100 GREAT ISLAND ROAD 2 cn
I Z
WEST YADOC 38448A 02673 \ - AC I J .( /
\
LEGEND
PROPERTY LINES
(TYPICAL)
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
SITE DESIGN, LLC
Residential Site Design and Permitting
LOCA T/ON.•
41 UNCLE ROBERTS ROAD
YARMOUTH, MA
CL/ENT PETER & ROBERTA FAIRBANKS
PO BOX 175
NORTH MARSHFIELD, MA 02059
DRAW/NG T/TLE
SUBSURFACE SEWAGE DISPOSAL SYSTEM
SITE PLAN AND PROFILE
SCALE.• DATE.• DAM WING NO.
1 "=20' 7/5/22 1 OF 2
Ilk
REVISIONS
NO. DATE DESCRIPTION
1 9/6/2022 REVISED LIMIT OF WORK TO ACCOMODATE MITIGATION PLANTINGS
PROPERTY LINE
-104-
EXISTING CONTOUR
104
PROPOSED CONTOUR
OHP
EXISTING OVERHEAD UTILITIES
EXISTING WATER LINE
W
W
PROPOSED WATER LINE
G
PROPOSED GAS LINE
UGE/T
PROPOSED UNDERGROUND
POWER/TELCOMM
PROPOSED FENCE
TP -1
LOCATION OF TEST
PIT/PERC TEST
99.76 X
EXISTING SPOT ELEVATION
QFH
EXISTING FIRE HYDRANT
UP �
EXISTING UTILITY POLE
®CB
EXISTING CATCH BASIN
BH
BULKHEAD
10�
PROPSED SPOT GRADE
PROPERTY LINES
(TYPICAL)
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
SITE DESIGN, LLC
Residential Site Design and Permitting
LOCA T/ON.•
41 UNCLE ROBERTS ROAD
YARMOUTH, MA
CL/ENT PETER & ROBERTA FAIRBANKS
PO BOX 175
NORTH MARSHFIELD, MA 02059
DRAW/NG T/TLE
SUBSURFACE SEWAGE DISPOSAL SYSTEM
SITE PLAN AND PROFILE
SCALE.• DATE.• DAM WING NO.
1 "=20' 7/5/22 1 OF 2
Ilk
REVISIONS
NO. DATE DESCRIPTION
1 9/6/2022 REVISED LIMIT OF WORK TO ACCOMODATE MITIGATION PLANTINGS