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HomeMy WebLinkAbout83-1915 - Site Plan002J a a N R R a 0 0 CL 4. J O I a U 0 6 co io 0 N 0 C) ao CIDM 3 Its E 0 ti REVISIONS: NO. DATE DESC. 1. 2/7/12 INCREASE DRAINAGE AREA 2. 2/20/12 CONSERVATION REQ. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. 3`! CRAIG A. S FIELD m No.38039 PROFESSIONAL LAND SURVEYOR DATE LOCUS INFORMATION TO ACCOMPANY A NOTICE OF J AT #12 NAUSET LANE IN WEST YARMOUTH MAS SAC H U S ETTS Z r A" L PREPARED FOR: ROBERT SPIEGELBERG 133 ABINGDON AVE. STATEN ISLAND, NY 10308 3 N i r w BSC GROUP 349 Route 28,Unit D West Yarmouth, Massachusetts 02673 508 778 8919 © 2012 The BSC Group, Inc. SCALE: 1" = 10' CURRENT OWNER: ROBERT M. SPIEGELBERG OVERLAY DISTRICT. NONE CALC./DESIGN: K. HEALY DRAWN: K. HEALY 28 FILE: 9 618 -PROP -CPP. DWG MARIA R. SPIEGELBERG SHEET 1 OF 1 JOB. NO: 4-9618.00 NITROGEN SENSITIVE TITLE REFERENCE: CERT. 186087 ZONE: NOT A ZONE 11 w z PLAN REFERENCE: L.C.P. 22713-8, SH 2 FEMA FLOOD A/qV NIgGgR ZONE DISTRICT: "A-12", ELEVATION 11 r IROQUOIS ASSESSOPA 7/2/92 Li OCUS 8( VD CEL: 12 8 PANEDATEL #250015 0006 D ZONING DISTRICT. R-25 MINIMUM LOT SIZE: 25,000 S.F. ti SETBACKS: FRONT 30' EXISTING LOT SIZE: 11,500± S.F. SIDE 15' cqi) REAR 20' EXISTING BLD/DECK COVERAGE: 1,573± S.F. (13.77.) PROPOSED BLD/DECK COVERAGE: PROPOSED FEMA LOT DISTURBANCE: 1,643± 7,000± S.F. (14.37.) S.F. LOCUS MAP NOT TO SCALE NOTE: EXISTING SEPTIC SYSTEM BASED ON AS -BUILD SYSTEM ON FILE AT THE <C 22i YARMOUTH BOARD OF HEALTH, la, N30'20'40"W 100.00' 5.3 5.5 \ 5.5 LOT 83 SHED EXISTING 3 BEDROOM LEACHING SYSTEM INSTALLED IN 1997 (NO CHANGES PROPOSED) 4.5 BUILDING SETBACK (TYP.) r X -i6 EX. PUMP CHAMBER ) w I / TOP OF WALL EL=9.3 / 'EL=6.3 BOTTOM OF WALL / 4.5 X X / 6 ' 5.3 / DRAINAGEI EX. / I SWALE / SEPTIC TANK I SHED / / PROPOSED I EXISTING STAIRS PROPOSED DECK 2' WIDE / DECK SAND BASE. 'A" & B" I w LAYERS / G 0 'O REMOVED 6 p N ; O Ir / _ _ 5.6 X u I \ I 6.0 0 O I 4.5 9.0 ' o X r GA / c, - / m 4.8Ul X ; s #12 I PROPOSED DWELLING TOP OF FND = 12.6 o F. FLOOR = 13.6 I � CRAWL SLAB =' 9.3 DRAINAGE 5.6 FLOOD VENTS = 10.3 MAX ( SWALE ------ I 2' WIDE SAND i I BASE. I s "A" & "B" I 6.3LAYERS 12 EXISTING DWELLING I X I I REMOVED X 5.0 .6. 1 / TOP OF FND = 7.0 5.4 '< 1 1.T 31.9' - PROPOSED DRIVEWAY TO 1 BE LINE WITH 1 A BERM OR STONE EDGE PROPOSED WALK I pZ1 TO BE A MINIMUM OF 2" U HIGHER THAN o �� I THE DRIVEWAYD fO 1 TO DIRECT ANY 6.3 I WATER TO THE X / 1 SEE DETAIL BELOW o M fO PROPOSED - SWALE. I PROPOSED WALL v IZ 5X5.5-4 O - - - - 5.5 I 7.0 s.41 S.t X 530'20'40"E 100.00' 6 0 X 5.4 OH' OF{W OHW OH'!.' i k �. -X 7.- 6.8 6.7 6.2 NAUSETLANE PROPOSED V WIDE TRENCH DRAIN (40' WIDE - PUBLIC) BOTTOM ELEVATION 5.0 BENCHMARK TOP ELEVATION 6.5' NAIL SET IN U.POLE PIPE ELEVATION LEVEL AT ELEV. 6.00' 48" GRAVEL ELEVATION 7.10 OVERFLOW TO TRENCH AT ELEV. 6.50' 5' FILTER FABRIC FILTER FABRIC OVER TRENCH _ 1��fT=Ti17iT=Ti1 � = I 7T NOTE: OWNER IS TO CLEAN DRAINAGE SWALES 18" GRAVEL = EVERY SPRING AND FALL TO REMOVE ALL 'I_�_II I- - DEBRIS AND LEAVES TO MAINTAIN THE NCOMPACTED DRAINAGE ABILITY OF THE SWALES. SURROUNDING SOILS AND SUBGRADE 4" PERFORATED PVC UNDERDRAIN DOWNSPOUT SCALE, NONE DRAINAGE AREA --T REVISIONS: NO. DATE DESC. 1. 2/7/12 INCREASE DRAINAGE AREA 2. 2/20/12 CONSERVATION REQ. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. 3`! CRAIG A. S FIELD m No.38039 PROFESSIONAL LAND SURVEYOR DATE PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT AT #12 NAUSET LANE IN WEST YARMOUTH MAS SAC H U S ETTS (BARNSTABLE COUNTY) JANUARY 30, 2012 A" L PREPARED FOR: ROBERT SPIEGELBERG 133 ABINGDON AVE. STATEN ISLAND, NY 10308 (781) 967-4141 rmspieg®aol.com i r w BSC GROUP 349 Route 28,Unit D West Yarmouth, Massachusetts 02673 508 778 8919 © 2012 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 uEMRS 0 5 10 20 Fm PROJ. MGR.: CRAIG FIELD FIELD: P. HAGIST CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: CRAIG FIELD FILE: 9 618 -PROP -CPP. DWG DWG. NO: 5295-07 SHEET 1 OF 1 JOB. NO: 4-9618.00 J e7