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HomeMy WebLinkAbout83-1915 - Site PlanCa 3 C3 _� 0 r Z 3 0 w z Z w a w ti x 0 0 rn m- IR NAVSer�IAGARA OgUOIS BCV L D LOCUS MAP NOT TO SCALE 5.3 k N I CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL - ZONING DISTRICT - SETBACKS: LOT 83 .mx 4.5 BUILDING SETBACK (TYP.) EX. CHptiEEP r4�r LL^ aN' I X 'S �1I 5.3 X .. 1 � DRAINAGEI SWALE SEP -C Tp,,'i 1 2' WIDE- SAND BASE. A" k "B" u LAYERS N REMOVED 60 a C ; 7.0 N 8.0 0 I 4.5 9.0 X 4.8 i I J.O 6.3 i XI X / 5.0 I 31.9' I PROPOSED �I DRIVEWAY TO BE LINE WITH ' A BERM OR STONE EDGE TO BEA MINIMUM OF 2" HIGHER THAN THE DRIVEWAY TO DIRECT AN) WATER TO THE PROPOSED SWALE. 5.c 5.5 A X X rte_ LOCUS INFORMATION ROBERT M. SPIEGELBERG MARIA R. SPIEGELBERG CERT. 186087 L.C.P. 22713-B, SH 2 24 148 OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT - R -25 MINIMUM LOT SIZE: FRONT 30' EXISTING LOT SIZE: SIDE 15' REAR 20' EXISTING BLD/DECK COVERAGE: N36'20'40"W 100.00' PROPOSED STAIRS PROPOSED WALK PROPOSED WALL PROPOSED BLD/DECK COVERAGE: PROPOSED FEMA LOT DISTURBANCE: NOTE: EXISTING SEPTIC SYSTEM BASED ON AS -BUILD SYSTEM ON FILE AT THE YARMOUTH BOARD OF HEALTH. ►[7►1;I NOT A ZONE 11 "A-12", ELEVATION 11 DATED 7/2/92 PANEL #250015 0006 D 25,000 S.F. 11,500± S.F. 1,573± S.F. (13,71) 1,643± S,F. (14,31) 7,000± S.F, LEAI:HJNG SYST--M iNSIALLEC �N 1997 ti,C CHANGES PRCPCSED) �- I TOP OF WALL EL -9.3 30TTOM OF WALL E'-=6.3 �!! PROPOSED DECK -, SEE DETAIL BELOW S30.20'40"E 100.00' rn Z 0 6 - EXISTING DECK X 5A 5.6 X w All z 40 IcI CLm N DRAINAGE SWALE 2' WIDE SAND BASE. A" & "B" LAYERS REMOVED R _r NAUSET LANE BENCHMARK (40' WIDE - PUBLIC) '. NAIL SET IN U.POLE ELEVATION 7.10 NOTE: OWNER IS TO CLEAN DRAINAGE SWALES EVERY SPRING AND FALL TO REMOVE Al DEBRIS AND LEAVES TO MAINTAIN THE DRAINAGE ABILITY OF THE SWALES. d E 0 Lz PROPOSED 4' WIDE TRENCH DRAIN BOTTOM ELEVATION 5.0 TOP ELEVATION 6.5' PIPE ELEVATION LEVEL AT ELEV. 6.00' OVERFLOW TO TRENCH AT ELEV. 6.50' FILTER FABRIC OVER TRENCH 133' GRAVEL 48" GRAVEL 5' FILTER FABRIC �T­ =1 SOILS AND SUBGRADE 4 PERFORATED PVC UNDERDRAIN DOWNSPOUT DRAINAGE AREA 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, OF CRAIGV CRAIG A, i FIELDu No.38039 OFE SIONAL LAND SURVEYOR DATE PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT AT #12 NAUSET LANE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) JANUARY 30, 2012 PREPARED FOR: ROBERT SPIEGELBERG 133 ABINGDON AVE. STATEN ISLAND, NY 10308 (781) 967-4141 rmspieg®aol.com 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 Miens 0 5 10 20 Feer PROJ. MGR.: CRAIG FIELD FIELD: P. HAGIST CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: CRAIG FIELD FILE: 9618—PRO P—CPP. DWG DWG. NO: 5295-07 SHEET 1 OF 1 JOB. N0: 4-9618.00