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83-1976 - Layout Plan
r I \ \ SINGI / \ n \ :. \ \ \ 13.7 ,I ° < X13.44 �•:. - ' \ \ z� CONCRETE BOUND f( \ TO BE SET (TYP.) XA 'O / �. •• • PROPOSE \ o a ' 2" WATER I i SERVICE 13.31 / EXTEND PROPOSED \ / s�P F#1 GAS SERVICE TO/13.79 �,r ( FUTURE DWELLING 00 I (n P) 3.45 .. .: i J D) G .513 C / STAKE AND L � ilk SET. 9 ELEV. )12.42 N D 13.88 ° / PROPO L-13.6 01F \ ^ `t HYD T W MIN. '`OM wR. c / \ Z 192 DR AY L_5 _ 3' EXISTING \ \ \ &GARAGE GUEST ( R. / HOUSE \ 0 %\°4� / 3 � SS3R• J. >� RESERVE\ LEACHING AREA EXTEND PROPOSED m / \� \ 0 12.0 \ O WATER SE CE TO FUTURE D EWNG °o N N LU 13 I GARAGE / SLAB EL.=12.5Ln \ =11.8 1/ fI \ PROPOSED I °yam rn\ EDGE OF 00 GAL i\ IING�TRENCH S TANK IAr- / °y t \ EL=12 9 \ \9� \ s'2 0 \ ©r \ ©� f PROPOSED / y� � � � \ \ °• I � � 8 BEDROOM/ \ � rDWELUNG '� \c GO � OF .roe q0 \ \ k \T R e PROPOSED y' SHED FIRE PIT" TH-LOT 2 12. \ c.� \ 12.4 � 57,7751 S.F. 1.33ACRES \ / � SHAPE FACTOR 20.37 �\ / 1tiIry\ , zz- '.8 ` / / V F \ / /� 14.6 X\ BIT. \ � ; ' 00 , \ DRIVEWAY0. c _ BENCHMARK, — \\� c o O_ / NAIL- TO BE SET IN 22" OAK I V \ ELEV. 13.60 NGVD ------- \ EXISTING _ /_- — � • \ \ LAWN BENCHMARK NAIL TO 13E SET `\\ \.. . - IN X22" OAK Q \ ELEV�13.60 NGVD A \1STING W / °9& LOT 11r. 2 �- 'C o• �' "` S.J'•� \` \ / / EXISTING 196 DWELUNG / \ _?l D jo \ / r DEC 1 X 11.5 \ > X 10.6 LOT 1 X ho 608± S.F. WETLAdDS� \ 56,886± S.F. UP!AND 57,494± S.FL ?� 1.32± ACRES I SHAPE AR/EA ' 0 941 ACRES 1 \ , APE FA. OR 21.9 PEP OQ 0 ,SEL LOCUS INFORMATION CURRENT OWNER: PAUL K. BUTLER TITLE REFERENCE: DEED BOOK 26991, PAGE 110 PLAN REFERENCE: 149/11 & 176/21 & 220/157 & 647/83 7 649/71 ASSESSORS MAP: 51 PARCEL: 102 ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' 2,588± S.F. SIDE 20' CONCRETE/PATIOS 5521 S.F. REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE 4,304± S.F. 4,304± S.F. ZONE: NOT A ZONE II FEMA FLOOD NO. ZONE DISTRICT. ZONE B & ZONE A-11 (ELEV. 11), PROPOSED RIVERFRONT DISTURBANCE DATED 6/17/86 PANEL #250015 0004 C EXISTING LOT SIZE: 57,494± S.F. MINIMUM LOT SIZE: 40,000 S.F. LOT 1 — #12 JESSIES LANE P EXISTING RIVERFRONT DISTURBANCE LOCUS 100' 200' TOTAL TOTAL IMP. DWELLING 0± S.F. 0± S.F. O± S.F. SHED/BOATHOUSE 974± S.F. Ot S.F. 974± S.F. SEPTIC / PITS 125± S.F. 2,588± S.F. 2,713± S.F. CONCRETE/PATIOS 5521 S.F. 65t S.F. 617± S. TOTALS 1,651± S.F. 2,653± S.F. 4,304± S.F. 4,304± S.F. LAWN 4,700t S.F. 3,750± S.F. 8.450± S.F. NO. DATE 12,754± S.F. PROPOSED RIVERFRONT DISTURBANCE 100' 200' TOTAL TOTAL IMP DWELLING 0± S.F. 1,620± S.F.► 1,620±S.F. BOATHOUSE(EXIST.) 634± S.F. 0± S.F. 634± S.F. SEPTIC O± S.F. O± S.F. O± S.F. CONCRETE(EXIST.) 187± S.F. O± S.F. 187± S.F. DECK 0± S.F. 972± S.F. 972± S.F. TOTALS 821± S.F. 2,592± S.F. 3,413± S.F. 3,413± S.F. LAWN 4,795t S.F. 3,234± S.F. 7,579± S.F. MITIGATION AREA 1,250± S.F. 512± S.F. 1.762± S.F. W. Yarmouth, Massachusetts 02673 12,754± S.F. REDUCTION FROM 4,304± SY OF IMPERVIOPUS AREA TO 3,413± S.F. + MITIGATION s THE MAJORITY OF THE PROPOSED DWELLING AND DECK ARE TO BE CONSTRUCTED OVER THE LOCATION OF THE EXISTING SEPTIC SYSTEM. ONCE THE LEACHING HAS BEEN RELOCATED OUTSIDE THE 200 RIVERFRONT. REMOVE 317± S.F. OF SHED WITHIN THE 0 - 50' BUFFER SHED\ 340± 00, > 110, �\ �LOTtEX. BOATHOUSE J 0 EXISTIN 6341 S.F. //PILIN d/ r/ 6 EXISTING PIER Z / #12 JESSIES LSNE i s J o ss'Ies L 0_ln e- 28 = - S P so N I LOCUS BASS RIVER LOCUS MAP NOT TO SCALE -..tNOF,tfa•.. FJ''C �4OS cRwc a c4 FIELD ,n No.38039 ` �IAND CRAIG IELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT #12 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT PLAN JULY 9, 2013 REVISIONS - NO. DATE DESC. PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler2002@yahoo.com BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fog FILE: 4960502-SP.dwg DWG. NO: 6086-08 SHEET 1 OF 1 JOB. NO: 4-9605.02