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HomeMy WebLinkAbout23-345 Schink Site Plan 4-24-24 b&w~ -rx"~ ---\~.------=:_ -~== _ifa---~==--=~___:::::3 35 --------------.....L._ "~HESP PRIORI AB GRAV DRIVE 181 I DCE #23-345 MITIGATION CALCULATIONS: NOTES HARDSCAPE EXISTING: DECK PATIO PROPOSED: DECK PATIO INCREASE: fj<I?';\ ~ ( -~ \ \ \ ~ \ \ \ I -~( I \I \ I '&HE ~ I ---~HE+J ~\_ b ~ \ -OHE<~ -l[ j '!) l \ 'ls o M <,\ 120 "· u'u' ~-i.rs \ \LOT ~36 "'- ~.280± S.,f.:_ -, I ', ( .J., \ '~ 'A.f:Jl?o---------..., AV -.-,'.-\': / RIVEW Y .. ,,c, ,~ AVED / ' l'--r; DJ,J.,,c-'St;lv. '-(t_;, Q 1/Va S;, t_ .. IVEWA I ..l 0 '!)'0 ( r ~ ~ ••• -26' '\. ~ EXISTING CONDITIONS ---z __J •• .. \ \, Scale: 1 "= 20' 0-50' 412 SF TOTAL 261 SF 151 SF 412 SF TQTAL 412 SF 0 SF 0 SF C: ~ ~ ~r.xV -~ ~-~-===---====3 -------------------------------1-_ - "-----35---__ -~ -.......[__ -~ " NHESP PRIORITY -~-=-=-L._ ~---"'\~ "--FIA ~ \_~ ABUT. GRAV DRIVE STAKED SILT FENCE WORK LIMIT~NE _J~ 181 I I J /~ .. C) ~ 01 1 PROPOSED DECK TO REPLACE EXISTING DECK AND PATI REPLACE EXISTING STEPS. BOTTOM RISER TO BE CONCRETE OR STONE 1. DATUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE WITH TOWN. 5. WETLAND FLAGGED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING 11-30-2023. 6. NEW DECK IS TO BE BUILT OVER EXISTING CONCRETE PATIO AND REPLACE EXISTING DECK. NO INCREASE IN HARDSCAPE IS PROPOSED. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 229 PARCEL 74 ZONING SUMMARY ZONING DISTRICT: RD-1 DISTRICT MIN. LOT SIZE MIN. LOT FRONTAGE MIN. LOT WIDTH MIN. FRONT SETBACK MIN. SIDE SETBACK MIN. REAR SETBACK MAX. BUILDING HEIGHT 87,120 S.F. 20' 125' 30' 1 o' 10' 30' SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN ESTUARINE WATERSHEDS FOR POPPONESSET BAY, THREE BAYS, RUSHY MARSH, AND CENTERVILLE RIVER SITE PLAN OF #52 HARRISON ROAD CENTERVILLE, MA PROPOSED CONDITIONS PREPARED FOR -- L-( /zv/ Jl, v} /----1-> J) csq ~ DATE DANIEL A. OJALA, P.E., P.L.S. SUSAN SCHINK DATE: APRIL 24, 2024 I ~ off 508-362-4541 fax 508-362-9880 downcape.com © down cape engineering, int. ~ civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 SURVEY: NHO DRAFTED BY: CJF CHECKED BY: {Wll 23-345 SCHINK.DWG