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HomeMy WebLinkAboutplanr.. LOCUS INFORMATION t?I(r 1�S�f CURRENT OWNER: VALENTINA KARCHA OVERLAY DISTRICT- NONE { g 1 tr TITLE REFERENCE: CERT. 227086 NITROGEN SENSITIVE �< ZONE: NOT A ZONE II 111f_ PLAN REFERENCE: L.C. PLAN 14114-A-2-SH-1 FEMA FLOOD WETLAND r ZONE DISTRICT: ZONE AE, ELEVATION 11, '-- X ASSESSORS MAP: 34 °� �-. T" -�-w- �'�" -mm'` f'�ia�-93 X DATED JULY 16, 2014 PARCEL: 83 PANEL #25001CO589J I -105 ZONING DISTRICT: R-25 MINIMUM LOT SIZE: 25,000 S.F. WF--100 � _`��!' NIP SETBACKS: FRONT 30' EXISTING LOT SIZE: 9,180t S.F. -1'1 WF-102A � KW SYARMOUTH `ORS4 A� SIDE 15' 2.2 ..- PARCEL 72 2.5 REAR 20' EXISTING BLD. COVERAGE: 578/9,180=6.3% X PROPOSED BLD. COVERAGE: 1,752 9,180=19.1% 1 12 )X 3.9 � CyCi. '17 57'N8� $ �nC`E DISK,f`ROD csr NOTES: 1. ELEVATIONS DEPICTED ON THIS PLAN ARE ON NAVD 88 DATUM. 2. THE ENTIRE LOT IS IN FEMA FLOOD ZONE AE EL.=11. 3. THE EXISTING SEPTIC SYSTEM LOCATION IS APPROXIMATE. THERE IS NO INFORMATION AVAILABLE AT THE TOWN OF YARMOUTH HEALTH DEPARTMENT AND LOCATION IS BASED ON OWNER. 4. WETLANDS DEPICTED ON THIS PLAN WERE DELINEATED BY THE BSC GROUP INC. PROPOSED BUFFER DISTURBANCE LAND SUBJECT TO COASTAL STORM FLOWAGE: 7,333t S.F. BORDERING VEGETATIVE WETLANDS: 0-35' Ot S.F. 35'-50' 55f S.F. SHED + 60t S.F. GRADING 50'-100' 3,020t S.F. (6) MECHANICAL FLOOD VENTS E 1 t �I ,ems. SA1VORA COSTA � r� ASSESSORS PAID 34 PARCEL 82 } l - _ PROPOSED 500 GALLON DRYWELL (TYP.) LOT27 OHIN- - DWELLING o DISTRIBUTION BOX INV. IN=9..l l INV. OUT=8.94 PROPOSED RESERVE AREA A=455 S.F. - RELOCATED WATER LINE - PROPOSED DRYWELL (TYP.) X4.6' X 5.1 15.0' � 3 DISK lrznrs SET PROPOSED ox v TRENCH DRAIN R=7.15 6.6 c PROPOSED SHED 8'xl4' 3.6 DJ�E�F 'Sa �s PROPOSED BUILDING T.O.F.=12.0 F.F.F =13.0 CRAWL SPACE:. FOUNDATION INV. OUT=9.73 SONOTUBE FOUNDATION 3.21 O i O F V N K CHA i iS SMP34 ' z, 'A EL 8 3 i 5.9 L I r 0-1 15.5' DRIVEWAYPAVED -17 i III NCO STAKE SET - PROPOSED DRYWELL (TYP.) T.W.=10.8 B.W.=7.0 NIF- CRAIG A, FIELD ASSESSORS MAP 34 PARCEL 84 1,500 GALLON SEPTIC TANK INV. IN=9.41 INV. OUT=9.16 T.W.=10.7 LOT29 B.W.=7.0 PROPOSED RETAINING 11 : -- WALL, SEE € SPOT GRADES 7ri T.W.=10.3�y.. 5' OVERDIG, I . B.W.=9.5 ' 10 ., X 1 OUTER LIMITS OF 'E-I Ij 10.0 6 RETAINING WALL K %2f3II P LEACHING FIELD / V I I TOP OF STONE=9.33 I INV. IN=8.83 INV. END=8.70 II BOT OF STONE=8.20 14 X , I.; 2 o INSPECTION PORT 1 BREAKOUT LINER I I s TOP=9.3 T.W=10.0 o BOT=5.9 j. B.W.=7.6 ' o 7 DISr TROD T.W.=10.0 SET B.W=7.0 y1N86,00,0 'w 0 Jw-(X-IVY L3Ni^t - Cit �"" �-` - _x 6.3 6.0 WIL FIN ROAD PK NAIL SET PUBLIC - 40' WIDE IN BIT. CON ELEV = 6.20 NAw-1988 LOCUS 7ROAD NWILFSOUTH SH LOCUS MAP 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. gU OF KIERAN J. HEALV 48135 pia AC LAOD KIERAN HEALYSY„ DATE FOR THE BSC - OUP INC. PROPOSED SITE PLAN AT J52 WILFIN ROAD IN SOUTH YARMOUTH MASSACH US ETTS (BARNSTABLE COUNTY) DECEMBER 1, 2021 NO. DATE DESC. PREPARED FOR: VALENTINA & MIRCHA KARCHA 113 WESTVIEW LANE FEEDING HILLS, MA 01030 413-478-0003 VKARCHA®YAHOO.COM BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2021 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fm FILE: 50580-SP.DWG DWG. NO: 6759-02 SHEET 1 OF 1 JOB. NO: 50580.00 a