HomeMy WebLinkAbout2018 Sep 27 - Sign Off Transmittal Sheet, Plans - AdditionTOP OF FOUNDATION
ELEVATION 99.60
CRAWLSPACE FLOOR ELEVATION '
SHALL NOT BE LOWER THAN THE
TOP OF LEACH PIT ELEV.=95.86t
20' OF 4" SCH 40
PVC, S-0.020 MIN.
ROUTE 6
WHITES
SITE
B�Cp1y S�
LOCUS
SCALE 1 "=1500'
N/F
PATRICK H SILVESTRO
CO WAYNE L EARNEST
143 ASTOR WAY
MAP/LOT
EXISTING LEACH PIT
TO REMAIN
INV.-96.20
9" MIN. COVER
36" MAX. COVER
RISERS TO BE INSTALLED
TO BRING COVERS
TO WITHIN 6" OF GRADE RISER ON D-BOX TO
�- BE BROUGHT TO (MADE
/ WITH CAST IRON FRAME AND COVER
INV.=94.82t
PROPOSED 1.500 GALLON
0" REINFORCED CONCRETE
SEPTIC TANK (HID) 14-
TEE WITH GAS BAFFLE_
(CENTERED IN TANK OPENING)
LEVEL STABLE BASE CONSISTING
OF 6' CRUSHED STONE
PROPOSED SEPTIC TANK
EXISTING TANK
TO BE REMOVED
PROPOSED NEW
1,500 GALLON
SEPTIC TANK
PROPOSED
DISTRIBUTION BOX W 82 95
S -7 0
N N
4OF 4"
. SCH 40
INV.-96.91
S' OF 4" SCH 40
PVC, S=0.010 MIN.
LEVEL STABLE BASE CONSISTING
OF 6" CRUSHED STONE
SYSTEM PROFILE
NOT TO SCALE
ZONING REQUIREMENTS
ZONING DISTRICT: R-40
REQUIRED
EXISTING
PROPOSED
MINIMUM FRONT YARD SETBACK
30'
33.3't
33.3't
MINIMUM SIDE YARD SETBACK
20'
36.6't
30.8't
MINIMUM REAR YARD SETBACK
20'
27.7't
27.7't
MAXIMUM PERCENT TOTAL LOT COVERAGE
25%
10.47.t
11.6%t
99.23
w
tr �
EXISTING DISTRIBUTION i 1 �0
BOX TO BE REMOVED
PROPOSED 9.89' X 18'�
ADDITION TO MASTER BEDROOM ( 9..71�0�
(BATHROOM AND WALK-IN CLOSET) x 98.35 �\ j
(CRAWLSPACE - SEE PROFILE) `t` -0
N/F
JUDITH S DEAL
22 MONOMOY ROAD
MAP/LOT 99115
98.47
X
Z 27 7' i
0, R Y PRO
rn 20 REP �
�z Q
Q 9�D�F O 98.85
-o
1 18" SPRUCE
EXISTING
FENCE
ELEV.=95.86t
(EXISTING)
0300080
Goo0oo0
0000800
G000o00
GGG0o00
G000o00
G000o00
G000000
G000000
G000000
EXISTING 1000 GALLON
LEACH PIT
TO REMAIN
PROPOSED ADDITION -
MASTER BATH AND WALK-IN CLOSET
(SEE ARCHITECHURAL DRAWINGS)
SUN
ROOM
>C 98.71
� KITCHEN
BENCHMARK LIVING RM
` oF` MAG NAIL SET GARAGE
_ _
9��l 1 o ELEVATION = 98.30' (ASSUMED) -
^.i
24" TULIP \�
EXISTING GAS \
j METER
O )< 97.62
97.52
O,�
\ram \\
cp
n LOT 22\9 `\
�o \ 14,999 SQ. FT. t 1 \
°F \ 0.34 ACRES \+
! \\481.35 PERIMETER \
X 98.80 \
EXISTING ELECTRIC \ \ ;3.71
METER \12" ,P'INlE
w , , , f
'�/1\�1�\\ T=43.94,1
' D=111°20, 55� 9 6. 53
a,
LA
93 96.78
X 97.52 S 7�22•g8' W ' .g 0 A(�
-- riy
x 04
I PORCH I
4111=100300, XViN, 9 041 �I
ADDRESS: 137 ASTOR WAY
SOUTH YARMOUTH MA 02664
MAP/LOT: 99/16
DEED REFERENCE: DOCUMENT 1286585
DESIGN CALCULCATIONS
DESIGN FLOW
110 GALLONS/DAY/BEDROOM X 3 BEDROOMS = 330 GALLONS/DAY
TANK CAPACITY
200% DAILY FLOW = 660 GALLONS; USE NEW 1,500 GALLON TANK
REQUIRED LEACHING CAPACITY
USE EXISTING LEACHING FIELD
GENERAL NOTES:
1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA
FLOOD HAZARD ZONE AS SHOWN ON PANEL NO. 25001 CO587J, EFFECTIVE
DATE JULY 16, 2014.
2. THE SITE IS LOCATED WITHIN A ZONE II AREA.
3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100-FEET OF THE
PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM.
4. VERTICAL DATUM IS ASSUMED
5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR
15.00 STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING
DEPARTMENT REGULATIONS.
6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE
WATERTIGHT THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER
SEALERS OR HYDRAULIC CEMENT.
7. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO
ANY EXCAVATION OCCURRING.
MASTER 8. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE
BEDROOM VERIFIED IN THE FIELD.
_ 9. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN_ENGINEER 2 _
DAYS-PRIOR-T0'BEGIfINING-INSTALLATION-OF_THE_SYSTEM _ TO ALLOW FOR -
SCHEDULING OF INSPECTIONS
BATH I BEDROOM 10. THE INSTALLER SHALL VERIFY EXISTING BUILDING SEWER AND LEACH PIT
FLOOR PLAN
NOT TO SCALE
ELEVATIONS PRIOR TO THE PLACEMENT OF ANY STRUCTURES OR
FOUNDATIONS.
A& tkO MAs qn_ 1 1 . THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
" LEGEND o� A ��P�j1% L 5� -
E. a
PROPERTY LINE T ER
----------- ---104-------------- EXISTING CONTOUR o o. 35044�
104 PROPOSED CONTOUR No suRVE'I �
--n x EXISTING FENCE
--CHP EXISTING OVERHEAD UTILITIES
tw! EXISTING WATER LINE
W PROPOSED WATER LINE
G PROPOSED NATURAL GAS LINE
UGE PROPOSED UNDERGROUND
POWER/TELCOM
TP-1 LOCATION OF TEST
PIT/PERC TEST
99.76 X EXISTING SPOT ELEVATION
QFH EXISTING FIRE HYDRANT
UP -O- EXISTING UTILITY POLE
SH BULKHEAD
101.50 1. PROPSED SPOT GRADE
SEA 8 H 18
HEAl arij DEPT.
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
' PHONE: (508) 400-2365
SITE DESIGN, ,LLC l_ owe ..4l'
Residential Site Design and Permitting
Loc.Anonc•
137 ASTOR WAY
SOUTH YARMOUTH, MA 02660
F: CLIENT
DAVID AND SUSAN KITCHEN
42 SUMMER STREET I
NORWELL, MA 02061
I, DRAWING nnE }
SUBSURFACE SEWAGE DISPOSAL SITE PLAN AND PROFILE
SG4LE.• 7TLL97F DRAW/NG NO.
1 "=20 7/16/2018 -I-
REVISIONS 1
NO.
DATE
DESCRIPTION
1
9/27/18
PLAN REVISIONS TO SHOW PROPOSED CRAWLSPACE
w w
73
z
z a
F w
w
w w
x
w
EXISTING MATCHING
WINDOW WINDOW N
a
O }fhFN
ZD " O ae c
�xr^
xa3�
MASTER BEo SODROOM ♦ KOAK I NG
HLER Zox - �
EXISTING 46" X 60" t TU5 Q3 n o
SHOWER - EXISTING 'n
YOOR
SURROUND- SHOWER u
KITCHEN in
4� + 8' 011 o
BATS!
EXISTING i PROPOSED
65 SQ. FT. _ I
w
V 5'-6" wXZ a�
714 O tKw3
r2 m W = HALL
� r a
1"
Z
r Q Q
EXISTING — —CLOSET — PROPOSED
EXISTING WALK-IN i
CLOSET J m t53 n
55 90. FT 1A z Q X
LINEN — 'I',: — — — — 43 cw
6 WALL
j 10'-0"iu
CV
BAT�I-�{ I u BEDROOM #2 v
EXISTING EXISTING i" Z
Lu
SAP `2 7 2018
-Z —Z
0 LLI
n �z
i�RO�OS D 5A7�4ROOI„( ADD 1 T I ON
SCALE. 114" - 1' -0"
AREA: 180 SQ. FT.