PLOT PLAN0VNEIR/APPISCANT: ZONING DISTRICT ONTRAC J rct \ acss Z r �r �6
SINGLE RESIDENCE A (SRA) r
SABRINA'S LANDING LLC: 1. CONTRACTOR SHALL. NOTIFY DIG S�PE AT LFAsf ]2 HOURS PRIOR TO THE START OF CONSTRUCTION `u �g
135 MAIN STREET, SUITE S OVERLAY ONE STRICT. LbG'US {V $
MEDWAY, MA 02053 2. CONTRACTOR SWILL VERIFY THE LOCATION NHD ELEVATION OF ILL RMANOS PRIOR TO THE START OF 1.
FEMA FLOOD ZONE: ZONE X CONSTRUCTION. THIS PUN IS WEDORFlGO AND RECORD INFORMATION AND, THEREGORE MAY ?J�/1
DEED REFERENCE: PERCENTAGE LOT COVERAGE 10.3 % NOT COMPEEIEIY DEPICT AIL O(ISTING UTILITIES. / LF
BOOK 11580, PAGE 1 SETBACKS:
MINIMUM PROPOSED 3. CONTRACTOR WADE NOTIFY THE OWNER AND ENGINEER IMMEDIATELY IF FIELD CONDITIONS ME / ,JIf
SITE SUMMARY REQUIRED : FOUND TO DIFFER WITH THESE DRAWINGS. J ff
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ASSESSORS MAP 53 LOT 21 1B FRONT 50' 50, p THE CONTACTOR. SHALL PROVIDE ADEQUATE FROTECTON OF THE ABUTTING AREA AND UTILITIES IN S ( Z g
SIDE 20' 23' THE CONSTRUCTION OF THIS ATE. REPNR OFDAMAGED PROPERTY SHALL BE THE RESPONSIBIEM 9 1T b 3�1} i
PLAIN BOOK 175 PAGE 16 REAR 20' 21' OF THE CONTRACTOR AT NO cOST TO THE OWNER:
PARCEL AREA 0.71 ACRES PARKING PROVIDED:-2 SPACES IN GARAGE 5. SEANCES SELL BE OF THE SIZES INDICATED AND MAINTAINED AT A 1O' MINIMUM HORIZONTAL '21 ), ;r t
UTILITIES: MUNICIPAL WATER & SANITARY SEWER OFTSEf SANRARY AND ORAN SERVICES SHALL HAVE A MINIMUM SLOPE OF 2.0x MMNTAIN A k �
' MINIMUM 18" VERTICAL: CLEARANCE AT A11 SHIER AND WATER SERVICE CROSSINGS SEWER SHALL lug yC `; "` ,f`J .? A -^fir•
PASS UNDER ALL WATER SERVICE CROSSINGS. - LM'�.Ap' LOCUS ASAP
LEGEND q NOT TO SCALE g
PROPERTY LINE / PADCONCRETE SPLASH R r W�FNCXNARK/� �`--� r /�N rJ Ji Rq" ,! n v ,,
153 --- EXISTING CONTOUR /
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E WALL n /.. .Ix �> I, Iw, I
STONE _ wrlm r � .EXISTING � �
.-TREE LINErr A, 11 U
_ L t0O.64 �' Ii 6 I tc iy" t t
WFP15 /i - R 6000 „,�,� a -T lfl�/� pp
EDGE OF BORDERING If N
CULIEC ROOF. TOP ,� A 96'O6'28 � � ,° lfl
VEGETATED WETLANDS F
T
Y INFILTRATION 4„
CHAMBERS
0 1 TEST PIT R-3U ti'11CG Utr _S 2%MINIMUM CURB ti�
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1, r i�4\E � I 1
PROPOSED TREE ROOF DRAIN ; U / S m i' � �� II UNTFORE80Y II 1 f �I Ir1
i
DOWNSPOUT IF -
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HYDtS FIRE HYDRANT <1 to � 6 LO r I� U6
OVERFLOW tF6(oD WA Gwspore F.;v �I
WG H WATER CATE i /p 2m 3O 5ERV1C OTC _ A� \ Q r I 1 I : -0 ry s o 0 3
SMH NOT TO SCALE PROPOSED r IU" PROP NR ! V A / V�/ I i .. z s Do w
SEWER MANHOLE > I,. m EESE CE F, Y I u z ,_� �
3 WIDE. UEOFAB i (3'�Iong E ROOF TOP INFILTRATION ' F `1 4 oDR (_ i, rSEMCPII \ cEu. Iffo ,iI r ILT F NCEF 1 I
DMH* DRAIN MANHOLE SILT FENCE FABRIC CHAMBERS (SEE DETAIL) z 1 cV III ly I MAji 182 I'I LOT 86 t ( yy
CB CATCH BASIN d equal 30TTOM t t 9 60 I,,' r R 8 5 6
( or approve ) Lid N
W WATER MAINrE OU0 v�`a 08. 0PRN0 1 ��'T II TII IGHARD& MOS�S�
fa'vw loxn� .�//ts A0Ko
a I S SEWER LINE
`1 /i [RIS➢N�PARIR IdDSE�--
p DRAINAGE LINE
�--- PROPOSED CONTOUR TOE IN BOTTOM 12 g"�J PROEDT�G .. / WO`A N 6 4J*,, I ` isof
10525 PROPOSED SPOT GRADE G J 1z' IJ T �O �D3 o`t' _ �? II I ) _
—k s r `S�pb` T� V PROPOSED
PROPOSED CELLAR DRAIN
SILT EROSION DowNsaou s �; � o
i / ) .(TYPICAL) I .�. w
,Y 1 ✓.. I
CONTROL FENCING
( i. r 5 ���' r l I Oa U m T�2 J
F6R PERMITS NOT To SCALE -r sLT FENCE I �n m+02 �—f r, p m N
FOR BUILDING DEPARTMEM USE �P�OPOSED N 6451 24 E 255,C0 I t 'T RUE I e"n 1 1 . '�C *®i y
ROOF T INFILTRAIJON ,2. MT M, N sz' '� "+S n 0 W QQpp o waR s p T Vi
105 CHAMBERS (SEE2@�'TAIL) p0,' �g� Z op 30 607 90 \ f g o
nor N C_
CULTEC Contactor 100 HD > Z
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TYPICAL CROSS SECTION DETAIL„ a
ROO
F DRAI
N NOTES
tp
TP 4 3/4" -11/2 WASHED CRUSHED STONE FINISHED GRADE S $
ELEV =105.0 FRONT) PER DARTMOUTHI BUILDING DEPARTMENT
ECTION PORT ( 1. ROOF DRAIN REQUIREMENTS 1
p 1050. INSP ELEV. 101.0 (REAR)
A SANDY (1 PER ROW') USINGDWELLING
ING FOO PRINContT: 2, 100 O. STOPX 10/R CHAMBERS
LOAM W/ACC`TS�S ;O GRADE 4 FABRIC
NON WOVEN FILTER DWELLING FOOTPRINT:. CF/ SQ. FBE (1`/rq 21 =. 210.8 CF
YR3 3 Y PABRIC.ALL AROUND 210.BCF/28.81 CF PER LIM 8 UNITS REQUIRED:
10 /. ORDINAR STONE c 8;„^g
4" 108.1 5
5 FILL -}----%
B. SANDY
2. DOWNSPOUTS AND.. RECHARGE SYSTEM MUST HE INSPECTED
LOAMJr a-':'`t. Q� s" AND CLEANED AT .LEAST TWICE PER YEAR (dUNE-& DECEMBER)
10YR4/6 106.6
. m Ea�S
181, 3. EXCAVATE ALL UNSUITABLE MATERIAL. BELOW INFILTRATOR UNITS
LOAMY ANO REPLACE WITH CLEAN. GRANULAR TITLE N SANG.
SAND 63 s Pa t'
.M 2.5Y5/3 - b
4a i.oa o40 SC' P -nP+n. "Po uP P ELEV- F
102.00 (
— 98.00 .(REAR)RFAR)
EI
) .GENII.-R i0 CENTER Ay
84" NRF
100.4 �� SEASONAL HIGH
REMOVE UNSUITABLE MATERIAL- OROU TE TO GROUNDWATER
MOTTLES ®48" Awa xo 16-B3 a
ELEV 101.0 REPLACE WITH CLEAN SAND POROUS BASE ELEV 101 0.(REAR) PL NIAN.ONG
MEETING TITLE 5 STANDARDS MATERIAL 9].0 (REAR) Fle Ne tg-e3e4