83-1705 - Site PlanBURIED 6" x 6" DEADMAN TIE
EVERY 6 .
-1
4'
% 6"x6"PT
LANDSCAPE
TIES ---<
14' DEADMAN, CENTERED
UNDER HORIZ. TIE,
SPIKED
rSPIKES (ONE AT 6" FROM EACH END)
JELEV. 122'
lj�VERTICAL 6" x 6"
LANDSCAPE TIE 6'
CENTER TO CENTER
8•
GRADE (ELEV 9.0' - 7.0' - VARIES)
3•
MIN.
PROFILE OF LANDSCAPE TIE WALL
(NTS)
+28.66
i �2s.92
~i
tj'
I
r '
O '
�r 2a
128.1 LOT Al
0.9 AC±
' n
Do
W - 27.8
7.52
i
6.97 ` _- 2t'i
,
-r2a:3�r-
f 2/`.51
*.74
26.91
4' LONG DEADMAN,
CENTERED ON VERTICAL
TIE, 4" BELOW GRADE
(NOT SPIKED) -L
+26.9-7
i FENCED +2 .2(
AREA /
.71 i
,
COTTAGE
�26,83 GREEN
25.60
LAMPOS
223.50�
+23.81
SITE PLAN
SHOWING PROPOSED POOL
OF 38 CHARLES STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR- DENNIS DUCHARME
20 0 20 40 60
SCALE. • 1" = 20' DATE: NOVEMBER 5, 2004
REV. 12/1/04 (POOL)
REV. 1/07/05 (SETBACKS)
04-189
J (-
FACE VIEW OF TIE WALL
(NTS)
BURIED 6"x6"x4' DEADMAN TIEBACK (TYP) PROFILE VIEW OF PROP. ROCK WALL
(NO SCALE)
ELEV 12.0' PROP. POOL FENCE PER CODE �II
POOL APRON (PITCH
TO TRENCH) -,-
-_ I ELEV. 7.0' - 9.0' -
_ J 6"x6" PRESSURE TREATED
TIE TIMBERS (TYP)
3' MIN.
v W.
TRENCH
PROP. 24" - 36" MIN
HZ DIMENSION (3/4
TON - 2 TON SIZE)
-TOP AT EL. 12_0--------
1.5
_---1.5
PROP. STONE CHIPS
BETWEEN STONE
PROP 26' x 17' POOL WITH
APRON ELEV. 12.0'±
PROP. 1' WIDE STONE TRENCH
SURROUNDING 3' POOL APRON -\
p23.97/ / 403'1
+10.62 +
/+ 10,62
(\
2 N ti N 1 RCMDE
N THIS
A A LANDSCA TI o
1 1
GAS 11.
METER
17.953.91 - '-F B..5-9---1-13.P5'-k� .
+Td.29 -
_I 14 4g 14-,6q
_ y 1 1
23.D4 ' EXIST. PAVED
1 .3 PROP
19JB
DRIVEWAY -17.5 U
172: 19.03 POOL
EXISTING p
' �y 18.35 DWELLING
S TIC SYSTE AREA 4 -117. 4 - •5 1
3.12 -F2as7 18.02 FFLOOR=17.12' 1
C� i +1 41 .�.
21.0 - � ------- /
0 .05 /� {g�'�3 -_--- +15.77 +15.9 -�-1�0
. �3-
17.91 (L,j'. ig' 6------ * 77 HWR�
SAS VET
®20. 4 �� + 5.94 -J
23.
�03� 17.99
��: � i
LAMP POS D•5 W2 8.34 EXIST.
1
\ 0.88 'g8 1ST STORK
ECK
.1 PATIO i-&5
NDER '
8
I)
+21.65
+1�9 O
N
ASSESSORS MAP 70 PARCEL 116
ZONING DISTRICT: R-40
YARD (SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C, B, & A7 EL 9
DATUM: NGVD
POOL EQUIPMENT TO BE
PLACED WITHIN BASEMENT AREA
102.27'
PROVIDE WHITE PLASTIC/ALUMINUM POOL
FENCE AT TOP OF ROCK & LANDSCAPE
TIE RETAINING WALLS AND CONNECT TO
DWELLLING, AS PER MASSACHUSETTS
REGULATIONS
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
2
I
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2 i W
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1
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,
,
RTE 28
LOCATION MAP NTS
-PROP 1'xt'x1• STONE TRENCH
PITCH EASTERLY
(KEEP ALL RUN-OFF ONTO LOCUS)
/ +52 +3.76
90 PROP. WORK LIMIT
LINE
34
4.0
}4.40 f '' PROP. ROCK
.14 f RETAINING WALL AT
MAX. 1.5:1 SLOPE.
+4'40 ' TOP AT ELEV.
f i 12.0'
f ! (REPLACES TERRACED
,
SLOPE)
START TOE AT
.' EXIST TIE WALL %
2B•-{-;
3.59
+4,48'' PROP.
STAIRS 4•
2 + .02 OVER - 3. 1 fkl3i P
ROCK /f/?
6.20 ! WALL I
I
PR DE IFCAP TIE WALL; }� '
TOP AT PRC! EL ON }3.6
f �I
41 W I BASS RIVER
I S +4.25', o I
� 1
,
i I
3.64
1 I \
9^ b +4.1
62 f a 3.67 WRACK LINE
EDGE OF BORDERING
VEGETATED WETLAND
I220�
DATE
+3.74