HomeMy WebLinkAboutPlans 5.02.2025YARMOUTH,
GENERAL NOTES:
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER
SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED.
B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS
DESIGNED UNLESS CONSTRUCTED AS SHOWN. ANY CHANGES
SHALL BE APPROVED IN WRITING.
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OFALL UNDERGROUND AND OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
CONSTRUCTION NOTES:
1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE
ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE
LOCAL BOARD OF HEALTH.
2.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR
EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS
GRADE OF NOT LESS THAN 1°�.
3.) INSTALLER SHALL VERIFY INVERT ELEVATIONS PRIOR TO
INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS.
FLOW PROFILE:
NOT TO SCALE
TOP OF FOUNDATION
r;y,e:
`.. ..0
��lw• /
+� ����`
o ,s::
m �.
13'�
EXISTING
1000 GALLON
SEPTIC TANK
PLANTING SCHEDULE
COMMON NAME
AMERICAN HOLLY
FLOWERING DOGWOOD
INKBERRY
Ji
(1) FLOWERING DOGWOOD
LATIN NAME
- _- -
__ILEX OPA_CA _
CORN_US FLORID_A__
ILEX GLABRA
6,4 x
S/ZE
4'- 5'
1.5"- 2" C_ALI-PER
5 GAL.
ZONING TABLE
R-25 ZONE
FRONT YARD SETBACK
30 FEET
SIDE YARD SETBACK
15 FEET
REAR YARD SETBACK
20 FEET
BUILDING COVERAGE
25
BUILDING HEIGHT
35 FEET
PROPOSED BUILDING COVERAGE:
DWELLING AREA
x 100
LOT UPLAND AREA
1,140 SF± x 100 = 10.6°� < 25%, OK
10,800 SF±
PROPOSED BUILDING HEIGHT CALCULATIONS:
BUILDING AVERAGE GRADE _ (11.3 + 10.8) / 2 = 11.05
MAXIMUM ALLOWABLE BUILDING ELEVATION: 11.05 +
35 = 46.05
PROPOSED RIDGE ELEVATION: 12.5 (TOF) + 26.6' (BLDG
HGT) = 39.1 < 46.05
x, 9A
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q
\��x..8,6 � �-
,,Fa�e o
f
9do�oFea�P!r/P r�O'O�� � \
LOTS 46 & 48 Pry �t /°e� 'QO
8,9 x
AREA = 10,800 SF± •�2 X_ 9.7 O
Qpp ��._,
/ �
11.6 �'x�10,4
/ / 1? o
__�f
SHED
I
I
__ o
Existing 4-BR Dwelling
TO BE REMOVED
EXISTING EXISTING
D-BOX LEACHING FACILITY
16.0' x 20.0'
/ � �' •S' .. ... .
y ST .. .xo, ...
� �' ��� � � ;,a' Gravel Drive • -0�,
(4) AMERICAN HOLLY
x 1L3 �/•..�,�.12,0
o. /
. • . ry -
. .
... /
/ O 1�'Q
\ x
O \ `
11,7
10.5
(2) INKBERRY
FEMA Flood Zone AE EL=11
PLAN
SCALE 1"=20'
THIS AREA IS SERVED
BY TOW N WATER.
BENCHMARK
TOP OF CONCRETE BOUND
EL=11.2± (NAVD88 Datum)
'�"�f� �,�. ����'�'w� .��H�a gin. ��__-`
O'E�_,.�LY rs, °fir ,. a � � !="i_Y � -�
� Na. �tr/�/7�1� 3��� �..f illi� � Y17
,.F��,N�. �;t:�,, -
r.
0 20 40 60
SCALE 1"=20'
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LOCUS
NOT TO SCALE
PLAN BOOK 47
DEED BOOK 35806
ASSESSORS' MAP 29
PAGE 113
PAGE 210
PARCEL125
LEGEND
_ __ .- -32 EXISTING CONTOUR
—32 PROPOSED CONTOUR
X12.34 EXISTING SPOT GRADE
z4xs PROPOSED SPOT GRADE
—w — WATER SERVICE LINE
—oH— OVERHEAD UTILITY SERVICE
sT SEPTIC TANK
DB DISTRIBUTION BOX
sas SOILABSORPTION SYSTEM
REs RESERVE AREA
�., UTILITY POLE
® CATCH BASIN
s STEP
os OUTSIDE SHOWER
BH BULKHEAD
cH CHIMNEY
EXISTING TREE
■ CONCRETE BOUND, FOUND
-0----o--- STOCKADE FENCE
NOTE: PROPERTY IS WITHIN FEMA FLOOD ZONE AE (EL=11),
AS SHOWN ON FEMA FLOOD MAP #25001C05691.
Dennis MacDonald
25 Sagamore Road, West Yarmouth, MA 02673
SITE PLAN
25 SAGAMORE ROAD, WEST YARMOUTH, MA
J.M. O'REILLY 8C ASSOCIATES, INC.
Professional Engineering &Land Surveying Services
1573 Main Street —Route 6A
P.O. Bog 1773
(508)898-8601 Office Brewster, MA 02631 (508)898-8602 Fag
5/2/2025 I As Noted I RFR I JMO I JMO-9499