SURVEY MAP m
XREFS: NONE a
PROJECT NUMBER: 21.1302 3
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MAP REFERENCES:
P F'
LANDS NOW OR FORMERLY OF
NILKANTH, INC 1. "Map of Survey made for Charles Hoffman" Town of Queensbury, Warren County, New po w
BOOK 4882 PAGE 289 yo f
York prepared by Van Dusen & Steves Land Surveyors dated October 16, 2006 and at
TAX MAP PARCEL ID 296.13-1-17.1 I
revised to February 20, 2020, Drawing No. 06249 20, Sheet 5-1. z
10 w
r 482.21 1.13
+481.9 -a6z� +481.08 °� +4eo.w 2. Map of a Subdivision of Land Made for Babajani and Mama, LLC" Town of Queensbury, rN �
481.65 + ae2.fie 1 -]c'
TRANSFORMER I Warren County, New York prepared by Bolster and Associates Professional Land =� SWEET ROAD 3
Surveyors dated December 2 2008 and revised to August 1 2011 DrawingNo. °
CONCRETE TPED y ' g ] ] y °
PAD ❑ 48i.18 04153 AB and filed in the Warren County Clerk's Office on November 2, 2011 as Map
4e23e
1-asls2 ael.az / aez 9 -
Nz6°D9's7"E � _ �� - �� Plat C 262.
�ONCRETE \ \ 1.OT TO IRF ,ern 14
,eta° � J /
\ 982. PAD ,Bz,3 +48119 +a00.22 -- - - I 3. New York State Department of Transportation Description and Map for the RppO
aa1.e1 / WEEK'`
/ 481.23 �199 -1 ��- 4ao.B6 �[RF - - - �- I I Appropriation of Property, Glens Falls-Lake George, S.H. No. 417, Map No. 121, Parcel
48L00 t481.97 .- 4e1.a9 F BSJ 481.25123'40 1+ 4Bo.68
❑TPED 4e=.7 819� 410.93 - I 146 dated October 10, 1967.
aen=CtRF AT yORNER o27,p011E ,S9s0
FA NB3 480.60 480.05 j� 4. New York State Department of Transportation Description and Map for the PROTECT SITE
+ _ Conveyance of Property, Glens Falls-Lake George, S.H. No. 417, Map No. 6-C, Parcel
O 0.4'f 4so_]e A +ae1.z0 O LP BLACKTOP
z + 480.40 00 I 228 dated January 23, 1973.
0 I
w1 8036 In +479.86 I SITE LOCATION MAP
a Oo - I 9B0.50 NO SCALE
q W' +480.26 + 480.45
R ,B0.1z
a * � I + ^ .os I DEED REFERENCE:
O A 4eoa0 + 1
�' 479,92 -
W 6'H WOOD 1 STORY COMMERCIAL BUILDING
FENCE�� +4e0.a= "OUTBACK STEAKHOUSE" I 1. Deed dated January 23, 2020 between Kenneth Ermiger to 919 State Route 9, LLC as
2.3' 479,39 'I described in Book 6060 of Deeds at Page 199, Instrument No. 2020-0500.
a]9.68 LP
479.45 480.J°+
I +480. 5 479.80 +419.34 i I
88.0'
479.43 -1 OV
MAP NOTES:
75s�-- LANDS NOW OR FORMERLY OF I $ 1. Boundary and topographic information shown hereon was compiled from an actual
A's /a77-� II QUEEN
SBURY HOLDINGS, LLC I field surveyconducted on May 20 2021.
} 479.29 1 A I I Y ,
BOOK 4545 PAGE 291
�I _ r ,,2 TAX MAP PARCEL ID 296.13-1-17.2 I I` 2. North orientation and bearing base per deed reference no. 1.
475.z� 1 I +\47e.e7 LP
} 1 1 O -478.47 N +
+ ,]8.26 eel I i i I I \+4]9.98'O / f 477.98 + 47737 I I 3. Field evidence used to establish the boundary shown hereon also includes additional
+9J>.63 k 4))A9
1 A76 I N83027'00"E I I HYD monumentation not shown due to the scale of the drawing.
+ �wooD'D AREA A� 83.60' I I fi.29
4. Vertical datum shown hereon is NAVD 88 (Geoid 12A) and was obtained from GPS
/ I I / '? µ an.z9 477.23 4n.0 �G w BENCHMARK-
I 471 I k LP p b 47s.3z observations.
+�- r _-_ 47B.57 + 4n.e3 a) .J4 - / / i11F N.H.O.A. ON HYDRANT
477.69 47704 + 475.58 I ELEVATION=479.30'
4>J.66 --.-4J8 � wv 5. Objects shown on this drawing with a distance indicating how far that object is from a
LANDS NOW OR FORMERLY OF + 7.w / >B3 0 WV
THE ROBERTS GARDEN NORTH PARTNERSHIP _ / aRFATCORNER 1 4 }g1 '35 6132 '1 o I o 0 particular line, lie on the same side of the line that the offset distance is written.
\ / i 1 506 33'00"E=6.a9 4]6.09 o6.0 wv Z
1. 4]BJ2 � / 4JJ,04 T"]].92 I 476.14 1'
BOOK 810 PAGE 271 -,7B.1B +w8 2 ( 4n.61} _- 77.69 63.50' DOUBLE YELLOW
LINE
I e" m 6. No attempt was made to locate any underground utilities.
TAX MAP PARCEL ID 296.17-1-41 4 +an.70 +i 47687 (BLACKTOP I + "> tp. �o ap�'�
1 �€me P v 4Y BRICK PAVER II
t + a76.x0 'ri $GI 47uss A4� CROSSWALK I
4190 LP\ 476.59 7. The location of underground improvements or encroachments, if any exist, or as
Q6.39
477.01 + o .]6s9 LP I, 4J4M23 ' �/ p76,e '� shown hereon, are not certified. There may be underground utilities, the existence of
+477,58 _ 478.62 76A9 476.7 TSB G which are not known to the undersigned. Size and location of all underground utilities
\ \ + 77.95 + 078.43 / LP 0° [� I 4]6.56 475.95 a7
/ � + 4J6a7 +.76.fi2 168.71' .56 cc=q 595 and structures must be verified by the appropriate authorities. Dig Safely New York
_ 475,72 ITSP 1 N must be notified prior to conducting test borings, excavation and construction.
y C 9 \ \ + an.b8 /\ ,>).14 1 }r� CROSSWALK PEDESTAL . 476.25 GC'aJ5'99
Z T \ \ ---478_-�/ NB3°27'00"E p TSP ON CONCRETE BASE TSB�J J6 a75e6
rn O D \ 477.76 +476.41 +47644 47fi.0 �61 4A 91z476.o1 8. This survey was prepared without the benefit of an up to date abstract of title or title
\_ m t7 3 ... ,],� m \ CIRF(FLUSH)AT CORNER77." 4J6.57 + I y + 476.,0 + ]6.33 report and is therefore subject to an easements, covenants, restrictions or an
O +477.37 +477.49 +476.38 p f£ 476.30 p y y
a�?, m G \ +a7B.35 > f f g 1 : a76.4 statement of fact that such documents may disclose.
A l / / i76. 6 71.D' 7� R1
to to \ fig\ / 1.5'O.H. 4J6.53+ _ - -- - - °'H 9]6.fi5 SMH 4]fiA0 RIM=4J6.48 �L
+477.20 - - 47S.32 - 1 476.66 LP 4j6.54 - B"1Ny THRU=46J.2B L
\� 1.5`O.H._a]6.49- - - 06.89 �'
477.03 _ 76.95 96.2' x 476.79 SO6 34'10"E D
+ an_ie_ _ - -- - CON 1 o
TEL FLAG o a .v '- RET.WALL I /.
\ 477.19 FFE=4D.25 y 477. TRW- 6.75 4]6.63+ I I }7 C
\ n69 1 477.16 1 STORY COMMERCIAL BUILDING 477.3 s Bfl0W63 J6'JS +47ss4 m TRw.an.J3 71.67'
\ + 47 .894J7'04 FORMER CARWASH a0.W=477.13 �, 476.81 i (!1
208.5't / a>6 9 07.25+ 1 FFE=477.33 OVERHANGS AS NOTED 477.19 N 477, RAISED PLA 0. m
I- 4]6.fi7 W 7].03 i TCC=4]6.03
n7 91 �'+ LEC40 T1z 71.4'
1 n 1 � - 47B.sa ecc=a]s.59
/\ 476.74 �.\g76.ge 64 GAS METER /a7b9* a]6.31 Z
an.Oe Yt 4]].01 / I CONCRETE �4]].07 FFE=aJ7.3) FFE=4Y1.1213�3' 1 YY a,695 + a>6;61 / O
llI\\\ 4J6.]a \an 19 x TSB ✓/.I
7 an 9z n.v
4J6.90 +O FFE-a]J.27 47477.02
7J15 34.2 0 4 17 '476.93 SIGNOU L "
\ / of 476 06 FFE .26 q 6.8a 476.81 ELEC DUTLCI G'
+4J].11 + a76.B4 �+ 5.1 477.OJ ° ¢]J 26 4]].30 I " 476.57
_-� 476.78 t LEGEND
}477.19 1 a)fi.e5 4)699 BOL DL x 13.4' 4]6.9 9]6J3 1 + 1 BO � z]F.e4l � i.0 o H�n6.69 COVERED CONC"-PAD
-476-- � �1�_ / � 11 3y0 ° BDL FFE-a))24 +9]6�a4J689 ..47683 47646
476.5a 4
7
61
2 4]6.85 FFE=97).30 GL 97fiJ5 + 476.86 f 47 61 17640 I ,w
° 47697 -- A76,77 I V.
uT LANDS NOW OR FORMERLY OF edLl° BOG 476.651 OLD SIG N))POST 4166, 476 1 BOL BOLLARD
\ ID +a7ss6 \ W/STONE PLMNTER a76]
aJ6.9z `D II 919 STATE ROUTE 9 LLC Bo ° FFe=an zs Y 4)6.98 • CIRF
1t , 4)z9)1 BLACKTOP a) 32 a76 3 r� APPROXIMATE LOCATION OF EXISTING p CAPPED IRON 0.0D FOUND
t+ -+ 476.19 476.39 BOOK 6060 PAGE 199 11 FFE=4T7.29 0 47701 ! PATCH BLACKTOP I a7s I 47s.73 T 12"CS-35#GAS LINE
PER MAPPING PROVIDED BY CBCI CATCH BASIN CURB INLET
\ N 76.65 4]-4 47639} o 6 ° OL / 476.43 t I TCC-4]S.fi]
TAX MAP PARCEL ID 296.17-1-42 6.19 Bo m " Bcc=4)s.09
NATIONAL GRID 8
AREA = 2.011f ACRES OR " ° 5.97 cMON
//� y of FFE=4n z3 a 4J6 +476.54 + 500020'40"E V ® CONCRETE MONUMENT FOUND
475� V a7597 87 61S5 SQ. FT. °' �OL` j5.9) A �76.Ifi �O'� O� 55.00' 0HYD HYDRANT
az9s CONCRETE + z
p ¢77. ns.3s / IRON PIPE FOUND
BOL o PAD o O IPF
\ J +9I6.16 FFE 97J.36 4J6' \ a]6.38 M 2
476.01 476.16 ° 43 Ja
474,71 FFE 47J 21 1 LP <
q76'# q„oa °.BOL 476.20 / D SANITARY O THE EASEMENT O IRF IRON ROD FOUND
80L 47J.01 3- a„ z ns e° ns>5 \._./ S42056'10'W 47s 40 - Tcc=475 90 GRANTED TO THE ROUTE 9 SEWER DISTRICT
l I N82 51'03'W i' +'� ` + " -0> 47s.54 acc=a7a.6e LP LIGHT POLE
a7s.Bb "04 476 -) °T --Al.�, , > v r + - 0 WV AS DESCRIBED IN BOOK 1334 OF DEEDS AT PAGE 295 9
�- -3.o-D. + 137. 0'
/ I ° + 47569 F- D f AF 4„ a .29 .475.22
1 41.00' 475.e3 4]s.]9 .1/ 475.7s ,Jss7 / o LP LIGHT POLE ON CONCRETE BASE
1 `hY r F i H "r� d<, FLUSH CURB � � SIGN
474.1 \ 553°55'Ol"W \� i I ws.63-. 1 +475153 .� , O,t, 1 ads o3 470� ., SMH
I 1 'T +475.82 + 475.J3 +4)5>5 1 475 42 SANITARY MANHOLE
\ 0.37' O CMON FOUND 1� - 4J6.49 1 TRANSFORM R+ 5 2 475,31 I ,i TF=474.35
47a.eo / u+ +,7s.39 ON CONCR E 0� LP TCC:4)a.n
475.07 -I sac= -� SIGN
+ + GUY WIRE / // -+a]ss3 a7sa6 4 PAD E7 tiM 474.7,
\ UG GAS PAINT 47
5
- 1 N83005'20"W J \`^ 1°= NM 1 a 47s.° I -I I GAS TEST
/ 1> N Q1a �m 1 r TPED TELEPHONE PEDESTAL
n a7a.14 MARK•OUT , CM ON N20-25'05"W
_ WfTRANSFORMER, nQ E 474,38 --- ❑
9]3.]9 4J441 474.45 / 170.11' BLACKTOP R s.1a ELEC. RISER RISER
R g i L 77a.90
r TRAFFIC SIGNAL BOX
a741 a]a.9s na.n t i + eo ��IRp I� 0.51'TO CI0.F 1 BLACKTOP / CONCRETE MONU ENT FOUND []TSB 1 n n I TEL RISER a a>4.9 47a.3z w`'s`2'B 474.24 :. -1-/¢7a.10 W/NY$DISK
_ o n W/GUY WIRE MP G Haas C 11 a7a.90 9J6.°8\ M 3.5-1
,7,.z3 SP \ -- o'._. 7s.v + a7s.0 a7s.z6 1 o is 0 + a a
- L FENC ,Ja. 424 SP TRAFFIC
w4ap 474.32 1,474.69 IPF_ 1 475 a + N I 5� "3 ' 3J JB -+C�a>C: - p T C SIGNAL POLE
" _ ism 1 TCC + 4J4.95 74 �_ 3�
SMH LACKTOP 4J� 47saz v a7$34 "D AD END' ec - '4 c mq 1
9J4.59 4]4.61 +4]5.20 474,83 4J4.62 4]4.)9 9JS.fl 4]5.0 Z .AIT.74�--- +4Ia.46 '= ygfi227 01 f A B" a 3 9J3.90 > UTILITY POLE
aJ6. A 9]4.94
WV RIM=4}3`0 \/ a7ase aCC a7a.5) SI �.gP
4n.4) o 474.72 -J G 47a.7z a74.b9 1 CBCI UTILITY POLE W/GUY WIRE
BLIND PERSON ms.11 - -4zs,6> + M 2 SIGN- =a7s 50 473.23 W V
\\ aJs.aa 6 4]znr - a,SS SMH 0WV \\ p WV WATER VALVE
473.90 474.05 a]a.w +475.12 a7s.n +nszz - 62 - ^- _ +a7aax 474.6 S O e ,3+ `BRICK PAVER FFE FINISH FLOOR ELEVATION
U/G ELECTRIC g75.09 T ma __-__--__ p1q SS RIM=47 .84 CBCI o-0. CROSSWALK
SIGN ___ 9)4.53 it
0 1 \
PAINT MARK OUT �� fie WV ( m N, 0" CC CURB CUT
475 WEEKS
BINVITHRU=46<24 TF-473.02 s 3 l7
+474,62 474.81 _ G - - O +9]4.99 O 9 13,0 R�
rn NM �-� \ +474.86 47, AD 8'PVC SS u 577 35'40"W ] OCURB E p13.
v VZ 4 \\ _ Wy �'� ROAD
- e PVa 5.1a 5 MH 7a C99 4 4.7 � ,< BCC BOTTOM OF CONCRETE CURB
''p`7T�-u�,� RIM=475.03 n476 TCC TOP OF CONCRETE CURB
ry W/EFUSER �q) - - _ +a)4ss -147 8"INVTHRU=467.93 a74.6¢ / "STOP` \ o3.oe
0 4\ NM 3.5 - - �� _ _ _ ' + a7a.as 474.66 +4]4.3a GAS,VALVE SIGN
BGC BOTTOM OF GRANITE CURB
O m BRW BOTTOM OF RETAINING WALL
ti VZ 3.5
- _ _ _ 474.B2 + 474.M i- 474,32 +474.18 "ROUTE 9/ q) BGC=a)3.11^1 W/GUY WIRE - /BLACKTOP WEEKS ROAD" v
(A NM 3F NYT 3 / SIGNS v
TRW TOP OF RETAINING WALL
m BENCHMARK- RR SPIKE g
APPROXIMATE LOCATION OF EXISTING z
a FOUND IN POLE NM 3 m
m
ELEVATION=474.9V 4 CS-35#GAS LINE PER MAPPING PROVIDED BY
NATIONAL GRID p
a AW O, GAS MARKER
C
N
aGC=972.85
"
G
3
m
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w
N WILLIAM J. NETTLETON DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR BOUNDARY AND TOPOGRAPHIC SURVEY
M P.L.S. NO. Q49513 ADDITION TO THIS DOCUMENT IS A
VIOLATION OF THE NEW YORK STATE LANDS NOW OR FORMERLY OF
N pF NE 2/4/22 SHOW SANITARY EASEMENT ALONG ROUTE 9 MOD WIN WIN EDUCATION LAW.
SPA J N ® 919 STATE ROUTE 91 LLC
d P ® 2021 PREPARED FOR
o Q C.T. MALE ASSOCIATES HOFFMAN DEVELOPMENT CO. LLC
& APPROVED: WIN NEW YORK STATE ROUTE US 9
w n z , 4 ;) O ® DRAFTED MDD TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
BAR SCALE _
Z 30 0 15 30 60AND3 \ CHECKED : JAM r�l�^ ����
S�� � C.T. MALE ASSOCIATES III/,nn�"11Ii1+:��Flll(�nlUl
D PRO]. NO : 21.1302 Engineering,Surveying,Architecture,Landscape Architecture&Geology,D.P.C.
0 "ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH 1 inch = 30 ft. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400
$ THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES OR A ® SCALE : 1"=30' I L�IU� SHEET 1 OF 1
DESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID COBLESKILL, NY GLENS FALLS, NY POUGHKEEPSIE, NY "``l 2211
TRUE COPY". ,,✓ ® DATE : MAY 20, 2021 JOHNSTOWN, NY • RED HOOK, NY • SYRACUSE, NY www.ctmale.com DWG. NO: 21-333