HomeMy WebLinkAbout115 Route 28 - Septic & Utilities Site PlanI
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LEGEND:
GEORGE L ABBOTT TRS
OB 10018 PG 90—
�26'
-MOOV6`40•r
iaxter A�
33' WIDE 1927 TOW 0 -
i
/
/
3' E
119.67'
BUILDING 6 G0 0 0 0
APE TRIP L BUILDING 7
FF -24.. 5 COLONIAL 00.47• / / /
\ TRIPLE)(G Glc
W. 20.0
CO
pry• 20.0 FF=24.5 BUILDING 8 J \�
W. 20.0 ' •20.0 PE TRIPLE
_ — — W. 20.0 FF=24.5 COD
INV. 2MO I I
PROPOSED
OPOSED
3
_ $ pry, 2pp IRRIGATION
— —S 3
WN
IN W�1 ESOM10 AT O.Ei S — S 3 �MH3�
/
_:::.• N — --� _ w W IN 3
—�F&G'S21. • 0 �.1?--F— ----� — W��W N�= F2.1
INV. 16.8 — — — — Il�LV.'S 16.6 W� /
1i con 3 INV.'S 16.3 71 rq� \ • • • • — £ c W _ c� W
Cl
_ SMH2 I •SONO AT 0.ex CIiANOUif '� s /. o�•F&G 20.1
tNv.tttx S) — — —
S %(tw.) _ F+/ i` INV.'S 17.0
—E— E F� s�S E S S t� s rS+vMfaln
f I -I
NV. 20 xw
INV. 20.50 WV. 20.50 INV. 20.50 . 20.
...... -: ::: • FF=24. so
r
5::......4'", • BUILDING 12
BUILDING 11 BUILDING 10 1
COLONIAL DUPLEX CAPE DUP BUILDING 9
W/ GARAGE W/ GARAGE E DUPLE COLONIAL 1 r i l
= 4.5 FF -24.5 \f�UPLEX FF=24.0
c c v
::��::: c G
61.51'
X
_ X S1175'10'W 129.65'
X X X X X X 5095140'W X XX ~ X
\
--22
X X=
JAMES HURLEY F
DB 2895 PG 172X
I
- .--------
SEPTIC CALCULATIONS:
DESIGN FLOW: NOTE: NO GARBAGE GRINDERS ALLOWED.
30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD
FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 330 GPD
TOTAL DESIGN FLOW = 6,930 GPD
NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD
TESTHOLES IN AREA OF SAS INDICATE M/C SAND— CLASS I SOILS— NGWE
6930 GPD (1/.74) = 9,365 SF LEACHING AREA REQUIRED.
BUILDINGS:
6 TRIPLEX BUILDINGS (3 TWO—BEDROOM UNITS EACH)
BUILDING SIZE: VARIES
6 DUPLEX BUILDINGS (2 TWO—BEDROOM UNITS EACH)
BUILDING SIZE: VARIES
60 BEDROOMS TOTAL
PROPOSED PICKET FENCE
C~
PROPOSED STOCKADE FENCE
S
PROPOSED SEWER LINE
E
PROPOSED ELECTRIC UNE
G
PROPOSED GAS LINE
W
PROPOSED WATER UNE
-22--
EXISTING CONTOUR
-[22]—
PROPOSED CONTOUR
PRECAST LEACHING PR
1 / • _ =
WITH 4' STONE- 014'
% - -
WITH 3'X3' LEACHING TRENCH
F&G 21.9
CATCH BASIN & 12" HOPE PIPE
11�INV. 18.0
F&G - FRAME & GRATE RIM EL
INV. - PIPE INVERT ELEVATION
(2' BELOW TOP OF STRUCTURE)
122-43
PROPOSED SPOT GRADE
PROPOSED MANHOLE COVER
•
+PROPOSED CLEANOUT
PROPOSED SEWER MANHOLE
(+ INSPECTION PORT IN SAS)
PROPOSED SIGN
S _L
PROPOSED SERVICE UNE/CLEANOUT
GEORGE L ABBOTT TRS
OB 10018 PG 90—
�26'
-MOOV6`40•r
iaxter A�
33' WIDE 1927 TOW 0 -
i
/
/
3' E
119.67'
BUILDING 6 G0 0 0 0
APE TRIP L BUILDING 7
FF -24.. 5 COLONIAL 00.47• / / /
\ TRIPLE)(G Glc
W. 20.0
CO
pry• 20.0 FF=24.5 BUILDING 8 J \�
W. 20.0 ' •20.0 PE TRIPLE
_ — — W. 20.0 FF=24.5 COD
INV. 2MO I I
PROPOSED
OPOSED
3
_ $ pry, 2pp IRRIGATION
— —S 3
WN
IN W�1 ESOM10 AT O.Ei S — S 3 �MH3�
/
_:::.• N — --� _ w W IN 3
—�F&G'S21. • 0 �.1?--F— ----� — W��W N�= F2.1
INV. 16.8 — — — — Il�LV.'S 16.6 W� /
1i con 3 INV.'S 16.3 71 rq� \ • • • • — £ c W _ c� W
Cl
_ SMH2 I •SONO AT 0.ex CIiANOUif '� s /. o�•F&G 20.1
tNv.tttx S) — — —
S %(tw.) _ F+/ i` INV.'S 17.0
—E— E F� s�S E S S t� s rS+vMfaln
f I -I
NV. 20 xw
INV. 20.50 WV. 20.50 INV. 20.50 . 20.
...... -: ::: • FF=24. so
r
5::......4'", • BUILDING 12
BUILDING 11 BUILDING 10 1
COLONIAL DUPLEX CAPE DUP BUILDING 9
W/ GARAGE W/ GARAGE E DUPLE COLONIAL 1 r i l
= 4.5 FF -24.5 \f�UPLEX FF=24.0
c c v
::��::: c G
61.51'
X
_ X S1175'10'W 129.65'
X X X X X X 5095140'W X XX ~ X
\
--22
X X=
JAMES HURLEY F
DB 2895 PG 172X
I
- .--------
SEPTIC CALCULATIONS:
DESIGN FLOW: NOTE: NO GARBAGE GRINDERS ALLOWED.
30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD
FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 330 GPD
TOTAL DESIGN FLOW = 6,930 GPD
NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD
TESTHOLES IN AREA OF SAS INDICATE M/C SAND— CLASS I SOILS— NGWE
6930 GPD (1/.74) = 9,365 SF LEACHING AREA REQUIRED.
BUILDINGS:
6 TRIPLEX BUILDINGS (3 TWO—BEDROOM UNITS EACH)
BUILDING SIZE: VARIES
6 DUPLEX BUILDINGS (2 TWO—BEDROOM UNITS EACH)
BUILDING SIZE: VARIES
60 BEDROOMS TOTAL
LOCUS MAP
ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27)
LOCUS IS IN F.E.M.A. ZONE C
REFERENCES
PLAN REFERENCE: PB 149 PG 121, 196/41, 451/39
DB 7970 PG 237
OWNER OF RECORD
MARMARIS CORPORATION
13 STONEYBROOK ROAD, CHARLETON, MA 01507
DB 7970 PG 237
ADDRESS: #115 Rt. 28, W.YARMOUTH, MA
& #29 BAXTER AVENUE, W.YARMOUTH, MA
/
M.H.B. l t t
FOUND \ \
� 1
SEPTIC & UTILITIES
/' ' SITE PLAN
/ r / #115 ROUTE 28
1 _
IN
WEST YARMOUTH, MA
/ r PREPARED FOR
ARDAN BUILDING SERVICES
SCALE: 1' = 30' DATE: JANUARY 7, 2007
SHEET 3 OF 7
30 0 30 60 90 Feet
off 508-362-4541
fox 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
03-244 HOUSING.DWG (DAO)
C~
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o m
WEST SANDY
6G0� PON
Q
m E LOCUS
09
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e�
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0
D
ROG
rF?e
LOCUS MAP
ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27)
LOCUS IS IN F.E.M.A. ZONE C
REFERENCES
PLAN REFERENCE: PB 149 PG 121, 196/41, 451/39
DB 7970 PG 237
OWNER OF RECORD
MARMARIS CORPORATION
13 STONEYBROOK ROAD, CHARLETON, MA 01507
DB 7970 PG 237
ADDRESS: #115 Rt. 28, W.YARMOUTH, MA
& #29 BAXTER AVENUE, W.YARMOUTH, MA
/
M.H.B. l t t
FOUND \ \
� 1
SEPTIC & UTILITIES
/' ' SITE PLAN
/ r / #115 ROUTE 28
1 _
IN
WEST YARMOUTH, MA
/ r PREPARED FOR
ARDAN BUILDING SERVICES
SCALE: 1' = 30' DATE: JANUARY 7, 2007
SHEET 3 OF 7
30 0 30 60 90 Feet
off 508-362-4541
fox 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
03-244 HOUSING.DWG (DAO)