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HomeMy WebLinkAboutSite PlanLOCUS INFORMATION I W co CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING DISTRICT: SETBACKS: OVERLAY DISTRICT: NITROGEN SENSITIVE ZONE: MINIMUM LOT SIZE: EXISTING LOT SIZE: CHRISTI SHARON DEED BOOK 35641/308 PLAN BOOK 186/71 23 314 R-25 FRONT 30' SIDE 15' REAR 20' NO' NO' 25, 21, FEMA FLOOD ZONE DISTRICT: BASE FLOOD ELEVATION: DESIGN FLOOD ELEVATION: TOP OF CONCRETE FOUNDATION; AVERAGE STREET ELEVATION: MAXIMUM RIDGE HEIGHT ELEVATION: MAXIMUM HEIGHT ABOVE FOUNDATION: AE ELEV. =11 11.4 12.4 14.0 8.0 43.0 28.5 z� elf r"• s ?E ,�.- FLARED —END SECTION X. a TRENCH DRAIN INV.=6.90 c; HELD R=9.50Wy � INV.=6.90 142.0 BENCHMARK. TOP OF CONCRETE BOUND EL.=9.15 10 NAVD 88 X& 6' E..; 9 PROPOSED RESERVE AREA BUILDING TRACK 1NE 0 o6 CONC. PROPOSED WATER SERVICE PROPOSED 600—GAL. 12 LEACHING PIT INSIDE 10' X 10' FIELD OF 7� :: , CRUSHED STONE / - �. RO LIMIT OF 5' OVERDIG I START OF 40—MIL POLY LINER I `i3 20.3' ' y ROBERT VA E I ASSESSORS MAC' 23 XS2 s PARCEL 31 MIL L DIST. BOX I PROPOSED 13.4 INV. IN=11.62 I 11,500 GAL. SEPTIC TANK aA INV. OUT=11.45 ":..� y: 2 INV. IN=12.00 INV. OUT=11.78 � END OF 40—MIL SOIL ABSORPTION SYSTEM POLY LINER LEACHING FIELD (16' X 38') INV. START=11.40 — — 12 ao INV. END=11.30 ° BTM STONE=10.80 % HUILUINU SE18ACK La SILT SOXX " •• •• •• •• 7 ...................... COMPOST FILTER SOCK 's •' ' " " " " " '• " " " " ' " (NP) WOODED t °_ O��WN �N67•54 O W CB FND OFF EASTERLY 0.2' I OI AT iAN% S iARON ASSESSORS MAP 23 PARCEL. 317 LEGEND 6.5 t� PROPOSED UNDERGROUND ELECTRIC SERVICE I I CD rn Q I.G fix" I PROPOSED CONCRETE RETAINING WALL It � 1 D PROPOSED 200—GAL. ? LEACHING PIT INSIDE 10' X 10' FIELD OF �� 1 CRUSHED STONE INV.=7.50 a, 2 .6' BTM. STRC.=6.00 k 0; N o X CB/ N FND & HELD 50.9 X SPOT ELEVATION C.B. ® CATCH BASIN DMH ® DRAINAGE MANHOLE SMH ® SEWER MANHOLE TMH ® TELEPHONE MANHOLE LP LIGHT POLE BUFFER DISTURBANCE UPL UTILITY POLE / LIGHT UPLT UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER LAND SUBJECT TO COASTAL STORM FLOWAGE: UP UTILITY POLE DWELLING DRIVEWAY /SEPTIC /GRADING TOTAL — OHW — OVERHEAD ELECTRIC LINE n EHH ELECTRIC HANDHOLE 1,697f S.F. 14,503± S.F. 16.200f S.F. ® EMET ELECTRIC METER GMET GAS METER — G— GAS LINE TREES GG © GAS GATE OAKS 12 TO BE REMOVED WG ® WATER GATE PINES 21 TO BE REMOVED — W— WATER LINE ALEAFLANE NMgUSHOPN.SPATH SALTMARSH LANE NOT TO SCALE 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 A4,qSs�c�G o� KIERAN J. HEALY in -a NO.48135 �O�FcT�9�C'ISTEP�� kl ANAL LANO� IKIERAN J. HEALY, PLS FOR THE BSC GROUP 4/15/2024 DATE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS PLAN APRIL 15, 2024 REVISIONS: NO. I DATE DESC. PREPARED FOR: DENISE CHAMPAGNE 94 MAGILL DRIVE GRAFTON, MA 01519 DENISE.CHAMPAGNE@DELL.COM olog" BSC GROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 © 2024 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE:100814—SP.dwg DWG.: JOB. NO: 100814.00 SHEET 1 OF 1