HomeMy WebLinkAbout83-1991 - Site PlanLONG POND
(A GREAT POND)
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017
do
5d
NOTE: PROVIDE DRYWELLS OR STONE
DRIP TRENCHES FOR ROOF RUN-OFF
I off 508-362-4541
fax 508-362-9880
downcape.com
00WO cope engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DEE #13-281
#2
WATER EL. 9.34
6/10/13
EXISTING CLEARED
YARD AREA
WORK LIMIT LINE/
SILT FENCE �
HIGH WATER STAIN
IN CRAWLSPACE AT
EL. 9.75' .✓
q3
15
�zcltz
MODULAR BLOCK WALL TO
BE DESIGNED BY OTHERS
APPROX. 3' HIGH
10 -as
G
LACE AS NECESSARY
BENCHMARK: CENTER OF A
SHED
\1172
CONC. WALK AT EDGE OF
\.
150'
PAVEMENT EL. 11.4' 10.52 V - >.
11 F
0 no/
AREA
'.78
'
MIN.
'
•
INVERT
REAR SETBACK
i
�Pt Noyes
OUT AT
11.65
25%
EXISTING
EL. 11.1'
END TAPER TO
GRADE (TYP.)
p6p�,o4e
DWELLING
11 ts
a ,
WASHED STONE
TOP FNDN — 11.7'
o
2'X2'X18'
'GARAGE (CRAWLSP.)
ROAD O.K.
TRENCH DRAIN
IS LOCATED WITHIN
,1 51
41T C
PROTECTION DISTRICT
\i^
REPLACE AS NECESSARY
0
APPROX. WATER
i4' 1f2 xis. ,9
SERVICE RELOCATION
0
1
g1
EXISTING HOUSE (INCLUDING
GARAGE) TO BE RAISED 4'
PROPOSED TOP OF
FOUNDATION EL. 15.7'
DORMER MODIFICATION TO
REAR
(_. E,.
f
\ NEW SEPTIC TANK, PUMP
CHAMBER AND LEACHING
FACILITY PER APPROVED
f PLAN
--1 f SAWCUT PAVEMENT AND
RESIDENTIAL DISTRICT
LACE AS NECESSARY
BENCHMARK: CENTER OF A
o t.
\1172
CONC. WALK AT EDGE OF
\.
150'
PAVEMENT EL. 11.4' 10.52 V - >.
11 F
0 no/
AREA
'.78
MIN.
SIDE SETBACK
20'
100' OFF WETLAND
REAR SETBACK
0
�Pt Noyes
MAX.
BUILDING COVERAGE
25%
PROP. 21.5'
\ u
END TAPER TO
GRADE (TYP.)
35'
\ 3'
Pine
WASHED STONE
RIDGE ABOVI
o
2'X2'X18'
ROAD O.K.
TRENCH DRAIN
IS LOCATED WITHIN
AQUIFER
SAWCUT PAVEMENT AND
PROTECTION DISTRICT
\i^
REPLACE AS NECESSARY
i1
APPROX. WATER
50 \7
SERVICE RELOCATION
—
g1
EXISTING HOUSE (INCLUDING
GARAGE) TO BE RAISED 4'
PROPOSED TOP OF
FOUNDATION EL. 15.7'
DORMER MODIFICATION TO
REAR
(_. E,.
f
\ NEW SEPTIC TANK, PUMP
CHAMBER AND LEACHING
FACILITY PER APPROVED
f PLAN
--1 f SAWCUT PAVEMENT AND
RESIDENTIAL DISTRICT
LACE AS NECESSARY
LOT SIZE
o t.
Bess
x
LOT FRONTAGE
150'
Hozelmoar
0 no/
AREA
'.78
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
0
�Pt Noyes
MAX.
l 18.74
i
"30" PITCH 17-49
17.E PINE /�
Pow ol"
SLEEVE SEWER LINE WITHIN
10' OF PROPOSED SEPTIC
DANIELA.
OJALA
CIVIL
No. 46502
DANIEL
A.
OJALA
No. 40980
LC
J
DATE DANIEL A. OJALA, P.E., P.L.S.
Yarmouth Conservation
Commission
DEC 09 2014
RECEIVED
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 69 PARCEL 2
ZONING SUMMARY
ZONING DISTRICT: R-40
RESIDENTIAL DISTRICT
MIN.
LOT SIZE
o t.
Bess
x
LOT FRONTAGE
150'
Hozelmoar
0 no/
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
0
�Pt Noyes
MAX.
BUILDING COVERAGE
25%
PROP. 21.5'
MAX.
BUILDING HEIGHT
35'
�
Pine
RIDGE ABOVI
Roo
ROAD O.K.
o P
IS LOCATED WITHIN
AQUIFER
PROTECTION DISTRICT
C S
T
F
D
8
o-
to
I
5�
an
0\6 o 5
a
�
<
darn
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 69 PARCEL 2
ZONING SUMMARY
ZONING DISTRICT: R-40
RESIDENTIAL DISTRICT
MIN.
LOT SIZE
40,000
S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
MAX.
BUILDING COVERAGE
25%
PROP. 21.5'
MAX.
BUILDING HEIGHT
35'
RIDGE ABOVI
ROAD O.K.
SITE
IS LOCATED WITHIN
AQUIFER
PROTECTION DISTRICT
OWNER OF RECORD
ADRIANA CASSIA LIMARINO
48 WARWICK WAY
CENTERVILLE, MA 02632
REFERENCES
DEED BOOK 27723 PAGE 292
PLAN BOOK 95 PAGE 41
DATUM: APPROXIMATE NGVD
SITE PLAN
OF
59 LAKELAND AVENUE
SOUTH YARMOUTH
PREPARED FOR
ADRIANA LIMARINO
FEBRUARY 10, 2014
DECEMBER 5, 2014 (RAISE GARAGE)
Scale: 1"= 20'
0 10 20 30 40 50 FEET