2000-3477 Sleep Inn & SuitesJ, So% i. nx o ad
r
u36 m
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..38 PVMT aY
PVMT
u
PVMT _ �
GS X 435.9
UN. 8
1 00 "E '
4q8 SO6'S ' �
\ \ \ X 433.71
GS
\
"IRE HYDRANT
,Approximate
location)
qD' --
506'Og'3....
305.43'
EXISTING �.
ROADSIDE SWALE \
\ EXISTING 15' CMP
x 443.49 A 43s I 58' @ .035 ft/ft slope
453.05 \ TOTAL EXISTING 1 ^�
- \ \ PROPOSED LOT #G Inv. In:414.87
x 44 42 RqInv, Out: 412.81
ACREAGE 7.13± ACRES 4.23± ACRES
-front 5� 50'
\ \
4 2
FIRE HYDRANT \
Front Setback - 5
X 644.67 X TJr .r
(Approximate_
location) RAo i
.4 3.
958\ \ \ \ \\ \ x css.6a\ \Q \ / 042
O \ 'EXISTING \ 4g\ / `-"444
Rc6 so r, 0 WOODED AREA- \ : NAIL
446
__�,417 �+ 448CS
4 i
1 ro cs
PROPOSED XIS %// --454
'`(> X 448.93 X 445,38
\ A A SUBDIVISION GS
456
6z
x 4sz.98 5' �.1 � 458
GS Rear
\ Setback -
W ate.
O
\ \ X 456.15 �462 X F
I �...� N06'04'00"E
PROPOSED /i %GS4.32 \ �`� �" 475 21Qoo
SECONDARY ACCESS Sor- -,._�:---- 5 .- -•- / -- X�NO
\ Dt PROPOSED / \`
X�,S 25' DETENT D \\\ \ \ s h \
Gsy _..._ .. tback -
¢{ Gs Rears -•. ,
S06
•\ \ X 453.68 / ✓ Y.
. PROPOSED LOT #1 ��� n _ \.466,25
Rt1CTUR TO I
s t�i�EETIC S STE 1 o`
ro
.
ITB
.. GE
//
46 GS
X,472.70 SHED
GARG
88
-r!�»W ' ' ' �X \ SHED 467 59 467.08 �'\�� i j/f �� �. '`-•i'
zs X01 \(39) Parking Bays
: ..66*5�Y
r r
Ts
_X 6873
i PROPOSED /
EVERGREEN X x<5903 46 )<G 2 '
SCREENING
\ (See planting
plan)
X 26 / 4 ', N z EXISTING
469.01 y"
PROPOSED PONDEROSA
' 1
m
HOTEL ,\ X: Q77Se
sH .Q� � G.T. ��, a ,
PROPI
STRUC fUrtES TO
• O1 BUFFER
L� REMOVEDeunvr. .. \_ �� . ryt'>4:a\ PLANTIBUILDx 473.od Il
•O j : i.CCOR. •00
'• X a" L1C - - - /
M .M A -z 1t�i1 �E►) (See plant'n
N.. \ t plan) ' -
\ x -ate 3
-, 472. 4 467.68
LAMP
rR Traveorridor back -,
EXISTING
X.
X PParking Bays @Tx CONCRETE I 468.Y4BAKERY &EATERY Z" ypa
GAMBLES I I Z
WALKS GS I ( I I CURBS , C ASPHALT PAVING I PROPOSED I '
471. , L i
L
INTERNAL PARKING I x
475.5.1
CONNECTOR i
X P T - 469. 3
475.§4. .. .71
• 1� _
t
{/MAG. ;
T \ ..... EXISTING - .:,X�F - _
X 6.34 PROP ED
• d6 2
i:. (467.1d SIG )�6800
EVERGREENS Noy z� zo N �� _. SIGN LAMP _
65.98 _--
4 6�\ N E /\ DRYWELL
i 47t it ` I
d7fi 5 4721,a \ E 1 » DRYN�EI.L
X 476.64 :•• .. f
PVMT P.
CUT ��
CURB PROPOSED PRIMARY GPB
x 466.18
CURB b \ i`O G/j 9.28
1 /
INGRESS EGRESS TE , <62.63 63
Guae ` ua
CIL
EX;S-rl NG
TRAFFIC LIGHT
FIRE. HYDRANT
(Approximate
location)
0
a
Q1
3
a
L
0
(D
o.
CD
/
Ir
0-
/
Y
Cn
O
U]
/
YS - RO u to 9 � PROP
x41_
-�(XJ169.66
46 C•-P 9.68
46
SEWER d
EXISTING
TRAFFIC LIGHT
x
Side setback _ 30
O n
x
00
z
1406-14'00"E
250.0,y a1
I'� 11 '" ���Iliilqiii
SITE STATISTICS
CURRENT
Z,-)NiNG:
HC-lA
PRINCIPAL
STRUCTURE: 13,690 SF (253'±x54'±)
82 UNITS
SETBACKS:
50' FRONT- MONTRAY ROAD
;'5' FRONT -ROUTE 9
50' COMBINED SIDE
2 5' REAR
PARKING:
82 SPACES REQUIRED
9 SPACES PROVIDED
5 HANDICAPPI.:D SPACES
DOTES
TOPOGRAPHIC BASE. MAP, LOCATION OF EXISTING CONDITIONS,
AND PROPERTY LINE SURVEY PROVIDED BY CHESTER A. GRAMINSKI
L.LS. LAKE AVE. SARATOGA SPRINGS, NY.
CONTOUR INTERVAL: 2 FEET
FIRE HYDRANT
(Apfroximate
lovtion )
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
r' r,1
1
160
sn
CV
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C)
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04
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Date:
May 26, 1999
Project No:
Project Managem PAL
Prepared By: PAL
Drafted By: SEIM
Reviewed By:
Revisions.
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Drawing No:
CLA-
Sheet No: 1 Of