Survey Map I
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64
TOWN OF QUEENSBURY ZONING REQUIREMENTS. VARIANCE TABLE t L30A" -
Zone: WR (Waterfront Residential) Lot Area = 18,000 SF
3`y q/�66
36':ya'`'
Setbacks: Floor Area Ratio (FAR):
PROJECT SITE _ 63 _4 w� 67
��� 4S� Fron t = 30' i ` p�Pr✓ti '� $ s 6
Ila
o,� � Side = 25', (greater than 150' lot width) Required FAR = 0.22 ,,� 39 , 6 i 68 g\
I
or Rear = 30 Existing FAR = 0.21 4 16
� $ 1a6 4
1955 (1st = 2500 s f, Basm en t = 1300 s f) , 49 69
Maximum building height 28' Proposed FAR = 0.29 r j a7 v
c �u 5� AZJPN � ,� � 4e� 94
� r� 3�
(Exist. = 3800 sf, Addition = 1400 sf) r ,9x+ 42 45 `� �46g 1170two a�
s r�23 6 62
43 ,4 1,05 A � `r$
Minimum 7 Permeable = .75% a •
i Relief Reauested = 0. 07 19 9y s 148,3-71 1$
N��b y� � $ � q 51. '3!72
FAR(Floor Area Ratio) = 0.22
Lot Permeability' 1.07 A ;� X27$ ra22r$ as Ag Pa 52 73
Lb
Require Permeable = 75� �, a4 �� �<s1> '��s4 ,09,9 $�' r, 59 °. fi 7574
Existing Permeable = 70� 15 G z$9' � se �+
(5370f SF) az ,� 2� r$ g4 ' 77 r '�
Proposed Permeable = 66� 14- 28 7 ,g 34 �,, r e7
r0 �+< a '�.3 56 1eao4 LP�E 79
(6100f SF) aim �r 7 38 U 55 no
6
r� 13� 2 9 10 9 �5 �3 a 1 r�- 9� � 129.31 a3.9 so
82 e1 r� 90 `�''
Relief Reauested = 97 ao 31 1. o A�)
1 � r�32 � v e �"
19 n , 1,00 AX) 84" -
f12 30 � 13 y0 14
_ - - 1a e5 IU 11 11412. - --- -
.� 1a t 13 ,y3 86 r 9 /
< �, GLEN LAKE
Lands N/F of Sullivan (563/474) a
s I ("�
Iron Pipe Found f 51TE MAF - 5ea}e: 1 11 — 200'±
t =
pproximate location
of absorption field per
Town o`P m't # 89 f577 \80�0 -' o _
0
Paved Drive
Proposed 1000 gal. Concrete
Sep tic Tank to reel pT
Existing 1000 Tank x,00"t Area = 0. f acres N
( 0� SF)
/ /.._. /
0�0
ip
N� �- -
m
Lands N F of Harris 99 .119
t<
i
Iron Rod -Found \ _
O
O Garage
10.0 YARp SE �/ �// O
Proposed House FRONT .. �T / //�/�� o r Iron Pie Found
Corner 30' Setback U :::.?:: : ::;: / //��//// O -
t p
oxisting House /�,/�� /
o '' ` P QPOS Q //�///// L �h STONE TRENCH -
o�ecea"stairs //"
Proposed infiltration Trench to Basement
a ::2;4 . ,x:. . ::::::: ( 1 /// /
3'W x 3'D x 70 LF m\ / o) ` N T. S.
Bottom Set Level c :; 6;7.2;: .....:. /r AOK
Volume = 250f CF o : ::.: t;;::;;;;:: :;:::
R YAR J t
Eol
�\ DECK \ -
28.9' -^,,__� Lands N F of Dickinson 1276 240
oNORE�E PP�`0 �O��Op Drilled Well : - 1 J-4" TOP COURSE OF
Lands N/F of Quillinan (4453/149) 0 5�0 DECORA TI VE STONE TRENCH DIMENSIONS:
Width = 3
35.3
\ OVER FILTER FABRIC (OPTIONAL) Depth = _`3'
\ Length = 70
2 \ Volume = 630 CF
x 40% (#2 Stone) 250± CF
o capped Rod Found PITCH LAWN TO TRENCH
Map0
,: 00 3.0'
\60' {
t-
Of a curve for -
Fon
Capped Rod Found 1
PP f Dia inson 1277 247 ,
Lands ds N F o
-Mark Missy Dielkinson 3
- 51tUate in 2 STONE WASHED
Town of Queen5bury County of Warren
#BO � TOM SET LEVEL
State o New York
20 feet Date: 25 April 20 6 T Lands N/F.of Campney (5276/285)
p \
/ } FIL TER FABRIC
DEVELOPER: Survey ar•d Map by I
Mark & Melissa Dickinson • • �' .` y./'
- 42 Sullivan Place '�lt�kij _ — _-
Lake George, New York ,�•
12845 AS50C:IATES
cJ" urveyor5 Englneer5
,• pSPL Wo
LAKE GEORGE, N W YORK 12545 w�5` 4 ao
QU: 38 2 3x (old) �,
QU: 289.09- 1 -40 (new)