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83-2047 - Dock Plan003Poblit x6.1 x6.3 p I — FXIST. UNDERGROUND ELECTRIC SERVICE FT EX/STING MOVE AS NECESSARY Y', En8lewpod\a 'y° .�. - PROP. 1-57' LONG t 8.5' WIDE x 11" Levis ri " on - TREE \ T o %' Ai { _ i{ad o Tower STING EXIUq, L1.1.1nUwJ —Cedar Y I, 3..:; :� Ptt ripM" rl I Fiat PROP. 1500 Island 4"0 SCH\ ISI l OF EXCAVATION W+9 PROP. VENT � MONOLITHIC EL.=7.2f /per I 20.0 PUMP o 10'MIN I LOCATION MAP 1 " = 2000' EXISTING WOOD _ WALKWAY EXISTING _ PIER EXIST/NG RAMP �6 EXISFING EDGE OF PAVEMENT / v,CHANNEL POIN/ ' X5,9 \ x5o . / x6.1 x6.3 p I — FXIST. UNDERGROUND ELECTRIC SERVICE FT EX/STING MOVE AS NECESSARY D) f BOX - PROP. 1-57' LONG t 8.5' WIDE x 11" � " DEEP LEACHING CHAMBER SYSTEM IN - TREE , BED CONFIGURATION YITH 3 ROWS OF 9 (1ST STING EXIUq, ADS 16" HIGH CAPACITY BIODIFFUSERS EL=7.51 N ' \ - (H-20 LOADING) r � -p PROP. 1500 PROP. INSPECTION PO RTL114 4"0 SCH\ o OF EXCAVATION W+9 PROP. VENT � MONOLITHIC EL.=7.2f /per I 20.0 PUMP o 10'MIN I �a Q3 I✓r' & doe I�I 1- W PROP. 40 MIL EXIST. l m ) I �' x 4.4 EX/ST F IPOLY BARRIER I x D i Q W \ QC TANK PROPI W= I I BREEZEWAII I 1 �` - _ ZONE} SLAB EL.=1231 / I t o j/ PROP.I 1 }� \ STONE X6, EXISTING EDGE OF PAVEMENT , / 6TTZ PEASTONE / DRIVEWAY / x5.9, i �J/Fo1 1 GARAGE b PROP. SLAB N ', EL.=10.00 \ I T 1 / 1 I I I EXIST WATERMINE / (APPROX LOCATION) I \ SIGH I\ p I PVC SYSTEM FT tOADING) 15 I l I �I � LOCATION) L - REMOVE (1ST - T.O.F. EL=7.51 � JE r � -p PROP. 1500 \ao� 4"0 SCH\ o ° DRI VE ,, , EXISTNG r x 6.0 �.3 ORA NoNo _ EXIST GAS LINE (APPROX LOCATION) DRIVEWAYI a RELOCATE REBAR x 5.0 z � l �1' 40"E 14..44' / (f 7 0) HYD FULL SlZ£ La36 �6 x 4.0 -CONVENTIDVA YSTEM \'I PROP. I . ✓�— -j �`� PROP. WALK WAY C) D -BOX 2"0 SIGH EXIST SEPTIC p (H-20 40 PVC SYSTEM FT tOADING) 15 (APPROX. l IHJ/- � LOCATION) L - REMOVE (1ST - T.O.F. EL=7.51 I PROP. 1500 EXISTING 4"0 SCH\ I GALLON R 40 PVC / FLOOR) x5.E PROP MONOLITHIC EL.=7.2f xq.�s I _. PUMP DWELLING % 00 O I (CHAMBER Q3 ` CONNECTING EXIST. 1500 x 4.4 EX/ST GALLON 04^g PROPOSED FOYER 61 ` SEPTIC ( RETAIN TANK 10 f o` EXISTING DECK PROP. STONE (REMOVE) LANDING (TYP)I ; EX/ST/NG DWELL/N - . W- - w- 1 100 ASSERORS LOT 014-009 1),492± S.F. 8u TER Z01 — — —w- 30.0 25,000 S.F. LOT FRONTAGE 150 in LANDING PROP. STONE FT 12 15 FT uo W � I (1ST LANDING T.O.F. EL=7.51 c EXISTING I ti n \ �� FLOOR) x5.E PROP EXIST. RIDGC-R_=34.30 EL.=7.2f xq.�s I zl I DWELLING % EX/ST/NG \\ I \ Q3 x, CONNECTING F.F.E EL=B.Sf x 4.4 EX/ST 1 8 j Z- z ASPHALT V A z l b BALCONY 1 x4.3 1 �` RIDGE �( SLAB EL.=1231 / DRIVEWAY }� \ ci M I } EXISTING PROP. EXIST/NG EL 3283 �I 0l I I. / IENCLOSED PORCH I (STAIRS GARAGE A 1 (2ND FLOOR) ^ I EXISL SLAB F.F.E I PRO X5.7 I PR OSED SCREEN PORCH + II jII III �OECK R.-7..21 EL=781 II OUT l(1ST FLOOR 10'x14') x c_`` EXIST. I \ PROP I SHO /Z//////////// > i ' S0 S *CK io ' LUTING STAIRS I \ PATIO Ib ' < EXISTNG I 06 / DECK (1ST & REMOJ� IIx 6.4 I•I EX/ST - FENCE I 2ND FLOOR) DECK ELEVA%IONS �� DECK ^ - x6 72ND IST FLOOR EL. =8.11 1 , PROPOSED - _ S.0 r -_ FLOOR EL.=157 RREPII �t�� PROP. 35 SACK ti : i / p 7 p. Rg� CROP ASSERORS LOT 014-009 1),492± S.F. 8u TER Z01 — — —w- 30.0 � 50" SETBACK 1 x4.3 WA Efts -LPROP. E 12x16 I LINEI €LEOT&IC *j SHED 3 SE7BACx \ \ — BU/LD/NG ENVELOPE LINE "ATL - - - - i I I - - - Till- - - - ti - - - LIGHT POST - j- - - - EXISTING x 5- X 5'' -11 OUTDOOR EXISTING WOOD SHOWER WALKWAY G TOP BANK 15.6 X 5.7 I X5.3 PROPOSED SIT SOCK & LIMIT IF WORK REBARt EX/, _ FEMA fL001 ZONE AE EL. II)_ FND FEMA FLL70 ZONE AE EL. 13) EXISTIN: PILING'-TYP) EXISTING FLOAT GAMGE SLAB EZEV47ON = 7.2 VAV.R 88 DA71bb _EXISTING WATER RN£ _ (AT TLME OF SURVEY) PROPOSED POWER PEDESTAL -� EXISTING RAMP (REPLACE WITH NEW RAMP) TIDAL CREEK PIER 4X/ST/y 14. 0 � C TOP OF BAv/f — PROPOSED ` CANTILEVERED BENCH — PROPOSED LIGHT POST F1�sri� EXISTING PILING (TYP iqT rG/�Fc� 9rF\�NF ) PROPOSED PILING 125, 4') EXISTING PROPOSED 4-12.5' FLOATS LONG x 4WIDE (REMOVE) DOCK FLOATS ZONING DATA DISTRICT: R-25 LOT AREA 25,000 S.F. LOT FRONTAGE 150 in FRONT YARD 30 FT SIDE YARD 15 FT REAR YARD 1� � I ti n `Ia yO�{ J' 1 xq.�s I Q3 a OZDm x x 4.4 mat o a z z 1 x4.3 1 �` � 50" SETBACK 1 x4.3 WA Efts -LPROP. E 12x16 I LINEI €LEOT&IC *j SHED 3 SE7BACx \ \ — BU/LD/NG ENVELOPE LINE "ATL - - - - i I I - - - Till- - - - ti - - - LIGHT POST - j- - - - EXISTING x 5- X 5'' -11 OUTDOOR EXISTING WOOD SHOWER WALKWAY G TOP BANK 15.6 X 5.7 I X5.3 PROPOSED SIT SOCK & LIMIT IF WORK REBARt EX/, _ FEMA fL001 ZONE AE EL. II)_ FND FEMA FLL70 ZONE AE EL. 13) EXISTIN: PILING'-TYP) EXISTING FLOAT GAMGE SLAB EZEV47ON = 7.2 VAV.R 88 DA71bb _EXISTING WATER RN£ _ (AT TLME OF SURVEY) PROPOSED POWER PEDESTAL -� EXISTING RAMP (REPLACE WITH NEW RAMP) TIDAL CREEK PIER 4X/ST/y 14. 0 � C TOP OF BAv/f — PROPOSED ` CANTILEVERED BENCH — PROPOSED LIGHT POST F1�sri� EXISTING PILING (TYP iqT rG/�Fc� 9rF\�NF ) PROPOSED PILING 125, 4') EXISTING PROPOSED 4-12.5' FLOATS LONG x 4WIDE (REMOVE) DOCK FLOATS ZONING DATA DISTRICT: R-25 LOT AREA 25,000 S.F. LOT FRONTAGE 150 FT FRONT YARD 30 FT SIDE YARD 15 FT REAR YARD 20 FT MAX LOT COVERAGE 25% MAXIMUM SHAPE FACTOR 22 MAX BUILDING HEIGHT 35 FT NOTES: 1) SEE -SIMMONS RESIDENCE 2 CHANNEL POINT ROAD YARMOUTH, MA" BY PATRICIA VAN BUSKIRK LANDSCAPE ARCHITECTURE FOR LANDSCAPE PLAN (REFER TO LANDSCAPE PLAN FOR MATERIAL SPECIFICATIONS). 2) SEE BUILDING PLANS BY GARY ELLIS FOR BUILDING DETAIL. 3) PROPOSED SHED MUST BE SECURELY ANCHORED TO A FOOTING OR FOUNDATION PER CON COM BYLAW REQUIREMENTS. x4 `��S�ALT MEADOW _ FEMA FLOOD ZONE AE (EL 1\ � X ROA D FEMA FLOOD ZONE AE (EL. 13) — -0- UP UP 20 0 20 Scale 1 " = 20' 40 CBDH W�1 �PRo (f ND) GRPg01'L PROPOSED DOCK PLAN #2 CHANNEL POINT DRIVE YARMOUTH, MASSACHUSETTS 60 APPLICANT JACOB G. SIMMONS DECEMBER 28, 2015 C/O CHANNEL POINT LLC SCALE: 1"=20' 17 CAPE DR UNIT 2 JOB NO. 14-105 MASHPEE, MA 02649 L7GRADY CONSULTING, L.L.C. 71 Evergreen Street, Sulte 1, K/ngston, MA 02364 Phone 081) 585-2300 Fax C781) 585--2378 SHEET 1 OF 1