HomeMy WebLinkAboutBLD1992-00585 , M
0 AVERAGE SETBACK : feet
This minimum setback shaLL be measured from the bank ' s edge to the
most waterward edge of the proposed structure. This setback is
based on the foLLowing caLcuLations of adjacent residentiaL
structures .
Right House (facing waterward) :
• Setback from bank or ordinary high water : feet
• Distance to the proposed structure: feet
Left House (facing waterward) :
• Setback from bank or ordinary high water : feet
• Distance to the proposed structure: feet
0 SUBDIVISION SETBACK : feet
This minimum setback shaLL be measured from:
This setback was estabLished by the approvaL and fiLing of the pLat.
VARIANCE
REQUEST: /t,.�E,..,r ... J° caL,
g.7-- v4,„ c„.1....,,,L cr:s,..* A
..c %./c.„.) — f.", 7— (7t6 c-cor" --(e-7114e4 ,
A:.---,,,.
APPROVED 0 DENIED DATE: 6 S'- d ,__
1.4-73A1 049,- 4-, 7-z-a,..„ TT j y(.."/I"...t 11&1 0'7 4,J ii.- pr, 7
?-„ Lit_t_ &A:as ly '
ACKNOWLEDGEMENT
The above evaLuation was determined on information provided by the
appLicant. ShouLd any of this information be found inaccurate, the
setback requirement may be re-evaLuated .
\ -......_
S71 c/e7
direr (date )
DATE
0
5UP,vE!YEX) 5L,UFI✓ ER't
Lff6AL, Di:1:7SCF�IPTIQ1KJ
-MAT Porr,-W)W OF G-rcNi,5 5UK1�, r UOTt; '644, 5c4;f'01.1 (o, TbWIJSHtP �O
1.lOp,YH, RAN616 t W[ yf, W.M. IN TtFFEYi5O J LDLlt`.LTY, WA5141tJGn-rc)",
DE,-5CAJDF,P A-5 FOLLOWS
13 FiC7I1.L1.iIA.l C'I A? -rHF. t0UT-HV/E'5'r corm V P5 Of= ydltp 'SCG"r10N G, F'T'1C�M
WI-+ILH THE jol..ltl-r %sF Of 7AID bCG'fIG1..) 6ELtiFi`7 I.I�R'tf1 8'J' Dl5L�P1'f.F�7
AtjD uetE ?i,56g. 1l F",T DI`�tAU
THEN(.F kjorIvr" 815' I7GCa7ifFfi 28' 3Z," PAST, AI-rCW& THL ` )PU-f HeJKF L:Y LimITJ`'
ort^w ttG,f10►-J Co, A OF 1,106, 3Z. pr,,I�,T" To A P01"T V./HIU#
wf,t v5zZ la t-rem'r WPf51 Ofs THE Or- SAIG 60%v IMLNT
LAT4,,ANP fHY. -TT%UB FCA"T of D f.6 I Q k-I I U41
THEI.1(-Il"C)P%TN I Dvp.�rl 55' 1-7" EAST, PAr-AU,e1, TO -rwn EAgr6FLY UMIt7 Or—
5AID CtoVr-f%WMC.UT At I A t?t'STA► (-e OF 1837,'31 FRET TO A PONT ON THP,
eA-L1lw&rr2 LTavePSNMCNT MEANhERLiAYe;
T3-IEI.ILE'SOUTHV VE41y16F.j !!,'Lb" `.�E9T, ALCU61 `.OdD 8ALAt of P !arn/E}itJMFaJ7
MEANt7ff,R UNLi, A DIVTANCE OF 1'74, 56' FEEr;
T4EEj6r- j0UJ'H 51 55R17 " Wr-51, A D1-DT.4fJCe• OF I,'132,0-7rGfiT
in T+115 FbIN Y cr THE 5CIuTi-15plLY LIMrT7 of AID 610VMfJMF44T LoT +;
-TI-IENCS NoPgTl S3p�GiFjE'LS Za`32" i'A7T, ALOW4 5PJP 50UTHE--N.Y LIMITS,
A Pi7TANC.F- OF 13i.,70 fT, TO -THf�, T')L F- F!--)44 13EL7It U.JItJG1
/�.1f�0 D `7LP,I�EiJ Pf5 TFicdT FW of SLIRVC,{ i' CP[)F-L U"DFA AUr?ITOPi 5
)OIL-F-4 2!ef9-8o6c, N VOLUME 7 OF 'UfWEY5, PACtL IOf5, RtZof V5 cF:�
?t=Ft'Et55oN COumT' , WA,
(,ViA\/SL PATHWAYS
ALL. EX17T1f..l6 FOW64iP f T►SZV6 NOhn+ OF GOW)rFP U-1II%N Tb
F_XI571tdci PkT1-+WAY TO BE REPLANTED - —
I14,5r-)
N.5i° 16-z�"r
/ r
i
IJ ulJe�uRa��
\-SFTR,4l.K 7tbA1M
ti APPf<) IMATf
RES�RVE -t---
i
ROPED EAZ):MEt\1r
1=XI5TIPI6i PA-.rHWAY TO t5ff rlFPL-^"T'gp
,'2)UFS\/EY LQNTfSOL, LIKIE
r ...,i , • �� ,�V Vim`.. ��r.r
AREA TO aF- REPL-.4"TED
REVISIONS
ITEM(S) I By
U
p-
■
mew
�
W
0
o
0�
z
d
U
L11
v
Z
w
C�
n
Z
Q
S
<
W
Q
L.L.
d
Z_
IL1
17
UJ
�
C)
Z
0
1
I..L.
w �—
zz
-
W 0
00
00
`°
�U
00
a)
._6
U KJ
a
Yz
z
w
i-�Z4,
���
mw
I..L V/
•
NOS
wwU
¢ Co �
.
-MIlN
Design & o
0
2
w
O
S
U�
Z
8
1
u
1