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HomeMy WebLinkAbout83-1974 - Layout Plan - 4 Jessies LaneN/F SANDRA TAUBERT ?08 PLEASANT STREET ASSESSORS MAP 51 PARCEL 104 CERTIFICATE 155906 L.C.P. 41437-A CONCRETE BOUND FOUND & HELD y. ^ O� LOCUS 'IN F0-1"±_N�ATiON CURRENT OWNER: PAUL K. BUTLER EL TITLE REFERENCE: DE -ED BOOK 26991, PAGE 110 I i -=13 — -� \ \\ ( / PLAN REFERENCE: 14'11 :S: 176/21 & 220/157 & 647/83 & 649/71 CONSERVATION j " I � N _ —13 \\\ \ ASSESSORS MAP: 51 EXTEND IPROPOSED I / PARCEL- A F R''RgN OF 102 12E200tTIS F,/ WATER SERVICE TGO I \ \\ \ s \ TH_1_7 I FUTMTUP p EwNG ZONING DISTRICT. RS 40 II 3 I I I \ \\ \ �\ J \ EL=11.8 SETBACKS: FR,0IN1 3co 1' SIDE 26, RFS F 20' PROPOSED BOUNDARY SETBAC ��. \... OVERLAY DISTRICT: N07 Abe APD / I / � \ / �, \ - LINE (TYP.) I / f \ �Ay\ c *bI NITROGEN .SENSITIVE \ 1 \ F ZONE: NOT ,a %ONE II \ 2\ a - I � TH_Y_2 \ F F�.� � s � FEMA FLOOD 1 I EL=12.9 •\ '�• \ ZONE DISTRICT: ZO`ZE G & ZONE A-11 (ELEV. 11), DXIED 6/17/86 PANEL #250015 0004 C iV 1�" ` I ` \ \ \ �F I / EXISTING LOT SIZE: 66,' ,_ F _� \ �c \ so \ MINIMUM LOT SIZE: 40,_ 30 S.F. I / -17 m L4 N 4` / \ EDGE 0 PROPOSED L=12.4 \ \ TRENCH ) 57.775t2S.F. LEACH 16.5' X 56' ACRES \ ./ \ \ X 10.6 \ / / SHAPEEFACTOR 20.37 LOT 1 `` `` X 10.0 . >: 56 886± S F UPLAD D t ; a• \\c \\ BIOX TI I-12 8 / F / ^ { 57,494# S.F. TOTAN. D ,rye \ .6 A 1.32# ACRES !d \ / EX i/ / q� SHAPE AREA \ BIT. 40,851:Y S.F. DRIVEWAY t c \ 0.94# +CRSS ( I \ 5� c \ TAPE FA WR 21.91}\ do PROPOSED \ BJT - \ LFACHRTRENCH £ "/ \ c� I ESE \ _ \ O ` � S c \ -m 'd Sii WER/P . EXISTING �� i �, 430# S.. LAWN\-,p� 1 / \ 669 F \ �1. 4# RES .BENCHMARK 3 \ SHAPE TH-3-1 \ �Fece/1� N(dL TO BE SET a P/\ a� ` �,t� 40,471± S.F. EL= 12.5 \ �N _ 2" OAR \ i �\ Ip / 0.93 ACRES \ / ELEV:,13.60 NGVD C.O. S E FACTOR 21.7/ 00 'L �\ \ C.O. EX. BOATHOUS fC34-� 517 Iro PROPOSED / l \ q INvN ' i GARAGE F, �p TOF = 14.6 4 �S O.lo., \ // (/'�) /T ^/ { \ �\ SLAB = 13.8 \ FOI ��, \\ F� `6� i 6/ { �\ - <., / 't �h., i -i O• \ \0 .� � _- / / Ar x/196 '7�' �/ - 12 / EXISTING /\ PROPOSED \ \F ti \ DWELLING j 8 BEDROOM �\� \ / / EX.1 / / •g %r' �' ` \ DWELLING f 4° ao� / ;� DECK TOF 14.6 �0;, \` <yy �� �/ / ,Jr/ ! N/F / �4 7 '\ /f ?� ' BROOKE SECKEL 4-- X 11.5 / % u202 PLEASANT STREET ASSESSORS MAP 43 PARCEL 23 PROPO CERTIFICATE 160820 \ \ / / L.C.P. 41437-A PATI <'s Tr q " 10.7 ���/ \ / p�•�L��<l-r �� A- 00 .�/'`� � / �O�GO� � �SF�S/CT � \ .1:/\ •\1,,.``1'1 QeOe�k//1' ��i,/,�'� �1 � ys.. PROP415D to.FIRD,o% \ `NOF // / o� /%/%' Y / .�x'\~°r ��'✓J / � o % ��� � 0e�'I / � / / ',;/mss �'1'' / / °� \ ss •�� 0-69 EXISTING LAWN / /f% �'"� / y / X 10.4 LOT V G/1� 1� / /. / -_ lPROPOSED PIER LOT 3 — #4 JESSIES LANE ol�..._�/- 05/f .f 1100, _�---r — EXISTING RNERFRONT DISTURBANCE / 100' 200' TOTAL TOTAL IMP. SF.h15 M DWELLING 0± S.F. O± S.F. O± S.F. /S 1 / � V L -- - -` - _ / SHEDS 0± S.F. O± S.F. 0# S.F. (�`�` DECK O± S.F. O± S.F. 0# S.F. AIN / 1 j `/, 1C1 / /Oe - 9 IJGVD SEPTICS S E O± S.F. 0¢ S. F \��i p I i �\ n �� / % / o\ y -... _ - / / / „g % /� / / a.O MLw TOTALS 0± S.F. O± S.F. 0# S.F. 0± S.F. p G i \� � \ / � , �/� �/ LAWNS AREAS 7,430# S.F. 3,200# S.F. 10,630# S.F. �q \,�f / / ✓ /Oe /off - MULCH AREAS 6001 S.F. 5.420# S.F. 6.020± S.F. „+"' - 3' \' `\ i / II\:i i/LTi / / .Y%•./� -- /04.. %o l /.^- x_3.1 ML PROPOSED RIVERFRONT DISTURBANCE / g 100' 200' TOTAL TOTAL IMP. DWELLING 0± S.F. 2,606# S.F. 2,606# S.F. / r /f �r� / ' - - - 3 3 MLW SHEDS 0± S.F. O± S.F. 0± S.F. � ®�//i ,rte ,% / i -4.2 NGVD CONCRETE _ s• -/- / x - DECK O± S.F. 1,044# S.F. 1,0441 S.F. �j// \ \ / / / - - / - / ' TOTALDRIVEWS 0# S.F. 0# S.F. FO# S.F. s FOUND & O�Ii%/ j� Q y' /- -74- 3,650± 4 BOUND TOTALS 0± S.F. 3,650± S.F. 3,6..0# S.F. 3,650± a.F. O HELD FOR / / / �.y / oQ, \ i PROPOSED / / / _ LAWN AREAS 4,470# S.F. 1,966# S.F. 6,436± S.F. LINE 2• t"�✓ / / \\// 1--- �r _ / MULCH AREAS 600# S.F. 2,004± S.F. 2.604# S.F. 00 �PIER_#4 / -1.8 NGVD J Ol i i / / / -0.9 MLW MITIGATION AREA 2,960# S.F. 1,000# S.F. 3.960# S.F. i/) _ I PROPOSID PIER / / / 1 '" -/� / x-3.4 NGVD RAMP'& 16,650# S.F. / / �! .� FLOAT / ._ -/ --MLW #4 ,IESSIE'S LANE PROPOSED MITIGATION PLANTINGS 3,960# S.F. = 1.1:1 RATIO - -