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PLOT PLANCTOR OWNER/APPLICANT: ZONING DISTRICT: 1.pCONA1FACi0R SHALL NOTIFY 010 SAFE AT LEAST IFl .I I �SEnS SABRINA'S LANDING; LLC SINGLE RESIDENCE A (SRA)`�,-YYI 135 MAIN STREET, SUITE T l2 HOURS PRIOR TO THE START OF CONSTRUCTION OVERLAYQNE STRICT: F �x j v o MEDWAY, MA 02053. 2. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES. PRIOR TO THE START OF G ryO j FEMA FLOOD ZONE' ZONE. X CONSTRUCTION. THIS PLAN IS BASED ON FIELD AND RECORD INFORMATION AND, THEREFORE MAY Loops-, \ "'4 a DEED REFERENCE:.. PERCENTAGE LOT COVERAGE 11.0 R NOT COMPLETELY DEPICT ALL E.XISRNG UTILITIES. mil'`^-� BOOK 11580, PAGE 1 SETBACKS: �; '� ,p- r• ,,, T� z MINIMUM PROPOSED. 3. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IMMEDATELY IF REM CONDITIONS ARE f " \, SITE SUMMARY REQUIRED FOUND TO DIFFER WITH THESE DRAWINGS... K iF H,t fy k ASSESSORS MAP 53 LOT 21 20 DE 20 37' 4. THE CONTRACTOR SHIM-1- PROVIDE ADEQUATE. PROTECTION OF THE ABUTTING AREA AND UTILITIES IN t $ THE CONSTRUCTION OF THIS SITE REPAIR OF'DAMAGED PROPERTY SHALL M BE THE RESPONSIBILll `3 SRC 1.! I PLAN BOOK 175 PAGE 16 REAR 20 29' OF THE CONTRACTOR AT NO COST TO THE OWNER. I( }4 'v PARCEL AREA OJL�'��2 ACRES PARKING PROVIDED. 2 SPACES IN GARAGE 5. SERVICES SHALL BE OF THE SIZES INDICATED AND MAINTAINED AT A m• MINIMUM HORIZONTA���� I i I i N-A U AUTIES: MUNICIPAL WATER & SANITARY SEWER OFFSET. SANITARY AND DRAIN SERMCES SHALL HAVE A MINIMUM SLOPE OF 2.0%. MAINTAIN A -I L,.,Hvrrm `• ° j ' s 'MINIMUM 18" VERTICAL CLEARANCE AT ALL SEWER AND WATER SERVICE CROSSINGS SEWER SHALL JI _ 1 3 „ PASS UNDER ALL WATER SERVICE CROSAND8.'. LOCUS MAP LEGEND NOT TO SCALE 8 CONCRETE SPLASH �_ PROPERTY LINE PAD 153 -- EXISTING CONTOUR h i00 '- OE RESTI�CI7VE [q Ci VA HIT EXISTING STONE WALL II"(r r _- _ E o SMEN) IBAIAO GENUN6'C� MAK�gONI ` rwvwwv� TREE LINE ( ( '�- WFj{15 WF#i6 i�( \( T J'},X� t �04�)!0'vTf I T IIA ! MAP 182 T LOT 68 EDGE OF BORDERING - A r `T- Tr �-tV XT %' �,' A` II \ `( NV/F �CULTEC RCOF TOP r\ U r KIMBFRLYM. $MIXH, TRUSTEE 1 VEGETATED WETLANDS �i 0 INFILTRATION �.A (� ��JJ - Ty (� r L TEST PIT CHAMBERS yI. �, PftUP V ROOFTOP E200F TOP INFILTRATION ACHAMBERS (SEE DETAIL) PROPOSED TIME ROOF DRAIN ROOF T�r Q, r - A ` ,PRO EA \." T ROOF T INFILTRATION - AOg �YY'�. < I pOWWN PQQU�M ` H" FIRE HYDRANT 'DOWNSPOUT CHAMBE rl(SEE DETAIL) T 02 (TYPIQAL) \ O y N 1G \ '{�\ OVERFLOW ' ,qo�°NO,Q�� WG H WATER GATE T OB. _ /"B�a2 N"T/ I \ L L T a NOT TO SCALE r J L 10408 a /OQ Tr ©� T SMH• SEWER MANHOLE R eO Oa' . H 4y81p3� I T lv , r ( r o.`p' d son 1 1 `PINE STAKE / A 09'130q" S > 0) - I t ( I V "T Y In 0 _I I DMH 3 WIDE GEOFAB ( 3' Ian YI WATER - 4 01 g W I I II i • DRAIN MANHOLE SILT FENCE FABRIC 9) 1 'SERVICE 3 i Tit 3814 S.F. r I I A .- en { p§ y¢ gFFLL CB■ CATCH .BASIN (or approved e9 eq0 �? N / o� i i0.T1 AAres11 MAP i82 L Ty66 5' W WATER MAIN V ( ! ` ti r T T N^� ( r S SEWER LINE 24C r f i r _ in '� TRIGH/RO IMQSES L TI r o D DRAINAGE LINE A `(� NO STOP - 4 !DR 35 CELLAR —DRAIN - ( GHRISYLMI' hARjSd IMOSEjL - - PROPOSED CONTOUR TLOM 12 .. i. IN`�. 10L450 nv isir��- ®- TOE IN BO ]D525 6.�. r // ` (D FL 1 11 PROPOSED SPOT GRADE ¢ c 16'-SDR 35 SEINER T (�! I. g .uTe°°iui, - -# Tr* S 29. MINIMUM �+' SILT EROSION CONTROL FENCING �_ MPHAS Tk„ " �(r� T � s Nor io SCALE ' _s _ f ILI FOR PER = ._'d l �(" FOR BUILDING DEPARTMENT USE NNE 0 0 30' 60. 90 0 J Of CULTEC Contactor 100—HD 0NZ) a TYPICAL CROSS SECTION DETAIL U lll y � 9 a ROOF DRAIN NOTES: TP 5 1 - 3 4 -1 WASHED CRUSHED STONE FINISHED GRADE 0" 104.2 INSPECTION PORT ELEV. 104.2 FRONT). � � ^ I "` ( 1 ROOF DRAIN REQUIREMENTS PER DARTMOUTHI BUILDINGDEPARTMENTA, SANDY (1 PER ROW) ELEV. 101.0 (REAR) LOAM W/ACCESS TO GRADE 4AOZ. NON -WOVEN FILTER USINGING FOOTECTPRINT: PRINT: 1, 10 SQ. IT. X 1'A CHAMBERS DWELLING FOOTPRIM: 1,840 Sp. IT. X 4"/T2 153.3 CF. A. (Tr? FILL STONE ALL AROUND / " 10YR3/3 ( ) 4 B 103.9 5. ORDINARY STONE 5• 153.3: CF/28.81 OF PER UN - b UNITS REQUIRED 8 g$ SANDY -}}- " LOAM _ 2. AND CLE UTS ANO RECHARGE SYSTEM MUST IBE INSPECTED § " t0YR4/6 z}V' .� � X 'N�f4' - `� t - AND CLEANED AT LEAST TWICE PER YEAR (J1U1NE & DECEMBER). w ea S? u r f W 2628 C1 102.0 a h r py.f t -. T Ir 3. EXCAVATE ALL UNSUITABLE MATERIAL BELOW (INFILTRATOR UNITS LOAMY 6 a 3 d AND REPLACE WITH CLEAN, GRANULAR TITLE V SAND. 2.5Y5 3 °4n mR+l, P° Pe oh uP ELEV.= g 101.20 (FRONT TS 97.50 (REAR) 40' 12" 36". CENiFIi i0 CENTER TB" 97J. (') J SEASONAL HIGH MOTTLES REMOVE UNSUITABLE MATERIAL- EXCAVATE TO GROUNDWATER ELEV 100.2 0.2 REPLACE WITH CLEAN SAND POROUS BASE ELEV =10C2 (FRONT) A:oa No Tun ,fi-63" MEETING TITLE 5 STANDARDS MATERIAL 9fi5 (REAR) PLOT PLAN file No. 98—fi3F