PLOT PLANOWNER/APPLICANT: LEGEND CONTRACTOR NOTES
SABRINA'S LANDING, LLC. 1. CONTRACTOR SHALL NOTIFY DIG SAFE AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION.
135 MAIN STREET, SUITE 5 2. CONTRACTOR SHALL VERIFY THE LOCATION AND BEVATION OF ALL UTILITIES PRIOR TO THE START OF
MEDWAY, MA 02053 PROPERTY LINE CONSTRUCTION. THIS PLAN IS BASED ON FIELD AND RECORD INFORMATION AND, THEREFORE, MAY
DEED REFERENCE' - 153 EXISTING CONTOUR NOT COMPLETELY DEPICT ALL EXISTING URLITIES
3. CONTRACTOR SHALL NOTIFY THE OWNER D ENGINEER IMMEDIATELY IF FIELD: CONDITIONS ARE
BOOK 11580, PAGE 1'�' EXISTING STONE WALL FOUND TO DIFFER WITH THESE -DRAWING .
TREE LINE 4. THE CONTRACTOR SHALL PROVIDE. ADEOU PROTECTION OF THE ABURING AREA AND UTILITIES IN
SITE SUMMARY WF�115 WF/116 THE CONSIRUC110N OF THIS SRE. REPPCTOR AT NO COST TO TTT���jjj111111OF DAMAGED PROPERTY SHALL BE THE RESPONSIBILITY NG
ASSESSORS MAP 53 LOT 1 3 �. E OWNER.
EDGE OF BORDERING 5. SERVICES SFOF THE ULL BE OF THE SIZES INDICATED AND MNNTAINED AT A 10 MINIMUM HORIZONTAL v Y"
PLAN BOOK 175 .PAGE 16 VEGETATED WETLANDS OFFSET. SANITARY PND DRAIN SERJICES'LSHALL HAVE A MINIMUM SLOPE OF 20
PARCEL AREA 5.55 ACRES D-1 MINIMUM 18" VERRGAL CLEARANCE AT A L SEWER AND WATER SERVICE CROSSINGS. SEWER SHALL
166}dV-S1'-,-
ZONING DISTRICT: : 'TEST PIT PASS UNDER ALL WATER SERVICE CROSSINGS.
OVERISING
DISTRICTDENCE A (SRA) i PROPOSED TREE ATTENTION
S
NONE - THE WORK PROPOSED ON THIS PLAN IS ALLOWED BY AN ORDER OF CONDITIONS AND WETLAND PERMIT HYO.CU LOCUS
AM,A^
FEMA FLOOD ZONE: ZONE % ISSUED BY THE DARTMOUTH CONSERVAT ON COMMISSION WHICH INCLUDES STRICT CONDITIONS AND REQUIREMENTS. r
PERCENTAGE LOT COVERAGE - 11.5% * FIRE HYDRANT NO WORK IS TO PROCEED UNTIL THE CONTRACTOR HAS REVIEWED THE ORDER OF CONDITIONS AND AGREED TO ABIDE i'=1,p09•t
WATER GATE
SETBACKS BY ALL CONDITIONS THEREIN, AND VERIFIED THAT THE PLAN REVISION DATES SPECIFIED ON THE ORDER OF CONDITIONS 888
WG w
MINIMUM PROPOSED MATCH THE DRAWINGS SUPPLIED TO THE CONTRACTOR FOR CONSTRUCTION
REQUIRED SAN `, ¢+
SEWER MANHOLE /� p \ SILT FENCE
FRONT 50' 55' OMH al/ T U 11 � T � (TYPO �
SIDE . 20' 20' • DRAIN MANHOLE rsvAsv 10, 1 1 I) ) 1
REAR. 20' 90' CD • CATCH BASIN 241\692 t B.FC_g7 r
5.55 ACRES ZONE
PARKING PROVIDED: 2 SPACES IN GARAGE --w WATER MAIN 1 BUFFER r 1 Ir
UTILITIES: MUNICIPAL WATER &SANITARY SEWER - 53,0�6 t S.F. C-86 { 10b' PRbPOSETp
S SEWER LINE OULET CONTROL 1.22 ACRES 1 ROOF INFILTRATION /
STUCTURE #1 URLWD C,85 q GHAMBER'S (SEE DETAIL)
D DRAINAGE LINE I "
6'WWEI INV -100
PROPOSED CONTOUR 0WEIR INt =10.35 ��7 188,806 i SE (T T
105 j6T`TORFICEp INV.=1008p 4.33 ACRES 1 % / 1 'I "' "" 1
-k PROPOSED SPOT GRADE WETWJDS /, 1 J 1L N
-___ ___ .PROPOSED CELLAR DRAIN f. (. / o
1 XI PINE STAKE m� 545 TO/' 20'
3 WIDE GEOFAB (3 long ) 1 " 1 1. ✓ (. / I.. R 1 f
SILT FENCE FABRIC CONCRETE SPLASH 1 I¥ C 8 / iT ) PROPOSED
or approved equal ) PAD �� DRN WgCE I A -BEDROOM O 1°.
i EA E ENT NG orv
W
i Y / /i �'� TOE-1115 1(:ARq II £ iP 7� .= Y envoi Ja
1 RASSEd ''WATER g �'o Ls{1.1AOB9. I 1
QUA tt ,WALE t /j, 1 lO DNB'
C_J9. CONCRETE / /s1 III T Q rr5-ez eTi
CULTEC ROOF TOP
41�/6
INFILTRATION /// PROPOSED' __N {4 P'Cri0194TOE IN BOTTCHAMBERS V� t y4l // 'TSILT FEN��IL p IN9 oul v vK0
/¢ / r� o9., to
ROOF DRAIN j ��� of/i E" SDRI35 se B + I" WATER
-
SILT EROSION DOWNSPOUT G ]6 S
-
/ - MINIMU
/�% // -S`-
// FMH STA. V+22
CONTROL FENCING OVERFLOW I/ RIM-105,34/tg
NOT TO SCALE NOT TO SCALE DMH 4+63B'LT W INV IN 9630 /
LVA RIM 104 J INV OUT 9820 /� // /
1f G 75 0\ INV IN �2 RCP)=10010 1 1 _ r.. z m U
FOR PERMITS 1 INv IN (F PVD)=10043 1� / ��o��, �� � z
FOR BUILDING DEPARTMENT USE j/ INV. F� IN ( PVC)-tOp]6 v�� / - m J
tNV OUT-. 12 RC�P -100 JGI py �/ �i . _ �gi Do
Lid
0' 0 fi0' 90'
e, 0
5
CULTEC Contactor 10OHD a
TP 8 W - M z H-:.
D". 105.5 TYPICAL CROSS SECTION DETAIL - ;,.m i- g o
A SANDY ROOF DRAIN NOTES; � n
LOAM..
t0YR3/3 3/4- -11
6" B 105.0 INSPECTION PORT /g WASHED CRUSHED STONE
FINISHED GRADE 1. ROOF DRAIN REQUIREMENTS PER DARTMOUTIM BUILDING DEPARTMENT
(1 PER TOY!) ELEV. 106.0
SANDY USING CULTEC Rechar9er 330XLHD STORMYygTER CHAMBERS a
LOAM W/ACCESS TO GRADE - 4 NON -WOVEN FILTER
(IYP.) FABRIC
C ALL AROUND DWELLING. FOOTPRINT. 2,540 SQ. FT. X (1"%/12) = 211.7 CF v
10YR4/6 ORDINARY STONE 5'
211.7 CF/28.81 OF PER WWNIT = 8 UNITS REQUIRED c N 91
18" Ci 104.0* FILL -'i-{-
2. DOWNSPOUTS AND RECHARGE SYSTEM MUST BE INSPECTED' $
LOAMY _ AND CLEANED AT LEAST TWICE PER YEAR (MUNE & DECEMBER). Z VAS
SAND
2.5Y5/3 3. EXCAVATE ALL UNSUITABLE MATERIAL BELOW INFILTRATOR. UNTS
do` AND REPLACE WITH CLEAN, GRANULAR TILE: V SAND \l
F4 Q Pd Pd III5
96" 97.5 ELEV 8
MOTTLES ® 36" + 4
ELEV=102.5 �I/ /�/# 12" .76" 4O" � 13
WATER ® 92" L (TYP) CEA'1ER TO CENTER. SEASONAL HIGH P
ELEV=9Z9 REMOVE UNSUITABLE MATERIAL EXCAVATE TO GROUNDWATER �i3
REPLACE WITH CLEAN SAND FORMS BASE ELEV.=102.5 Ame No. HAIR 1s-ssss
(MAY 10. 2018) MEETING TITLE 5 STANDARDS 'MATERIAL Lm vlANswv
Re N°.98-8JA4