SIGN 468-2023 Dunkin',Sf GN 4-6,3,-
PRODUCT SPECS
5FA1 ANT
ALL EXTERIOR COD ONE, TREMCO SPEGTREM 1, 6ENERAL RIRPOSE,
PAINT - CONT
NI6N-PERTORRANCE. ULTRA -LOW MOGILUS, DEPART, MOISTURE
INTERIOR SURPA ras,
CLRINS. NON-0TAJMN6, CONRSTNCICTION 6RADE .I00%/-5O% JOINT
MovEMENT CAPABILITY IN EXTENSION AND COMPRESSION.
STEEL - PRIMIS, PRIME GOAT, ACRYLIC, LATEX
IST FINISH GOAT, AGRYUG LATEX
ALL INTERIOR CONDITIONS EXCEPT WEf AREAS, TREMGO TREFREX
2NO FINISH COAT, ACRYLIC LATEX
654 SILICOOZED ACRYLIC LATEX SEALANT, 6ENCRAL PUeA05E,
INTERIOR, ONE -PART, PANTAME, PLKE ACRYLIC LATEX SEALANT. �%
GYP BD WALLS 4 CL65,PRIFE COAT, ACRYLJG LATEX
12 }% JOINT MOVEMENT CAPABILITY.
IST FINISH COAT, ACRYLIC LATEX
2ND FINISH COAT, ACRYLIC, LATEX
ALL INTERIOR WET' LOCATIONS (TOILET ROOMS, KITC E% JANITORS
CLO51-7. ETC), TREMGO TREMSIL 200, ONE -PART, ACETOXY SILICONE
EXTERIOR ^ ACES.
SEALANT. ZW / CLEAR COLOR AVAL. CONMIKIN S FLNSICIDE
STETS - SHOP F%I- V. PRIME COAT. ACRYUC LATEX
PAINT
IST FINISH COAT. ALKYD ENAMEL
ALL PANT MATERIALS SHAD L BE THE FIRST LINE PRODUCTS OF
2ND FINISH GOAT, ALKYD ENMMIDL
SHERYON WILIAMS OR BENJAM IN MOORF SEE PAINT SPECS.
STEEL - 6ALVANIZED� PRIME GOAT. ZING RICH PRIMER
PRODUCTS NOT SPECIFIED BY NA•E AND REWIRED FOR
IST FINISH COAT. ALKYD ENAMEL
THE JOB, SUCH AS SHELLAC, THNStS, RUTTY, ETC, SHALL 13E THE
'EMT 6RADE' OR FIRST LINE' PRODUCTS OF A REPUTABLE
2HD FINISH GOAT, ALKYD ENAMEL
MA UFAGTU M
ALUMINUM TRIM. PRIME COAT. AGRYUr, LATEX
15T FINISH COAT. ALKYD ENA M
2NO FINISH COAT, ALKYD ENAMEL
LEGEND
CONT 2',Q' EXTRIAED
METAL CHAPS- [ TR-0I [
GOUT 2.2- Ex7E0JDED
META- C44ANN M I TR-02 I
MONOLITH I
2
F
FR1Et CEMENT BOARD
SDIN6 I F5.05 I
FCB SIDINS, 4 TRIM. PRIME GOAT. ACRYUr LATEX
15T 19W514 COAT. ACRYLIC LATEX
2ND FINISH COAT. ACRYLIC LATEX
MASONRY, PRIME COAT. LATEX BLOCK FILLER
IST FINISH COAT, ALKYD SATIN ENAMEL
2NO FINISH COAT, ALXK SATIN ENAMEL
F05 PANEL NOTE:
1) JAMES HARDIE FG5 PANEL SYSTEMS ARE VENTILATED FACADES IRAN 5GRE56) R SHALL
BE INSTALLED PER THE MMLFAGTU¢ER5 REiIIREF£NTS.
2) SC TO ENSURE THE FC5 PANEL SYSTEMS ARE INSTALLED AS REWIRED TO 6VARANTEE THE
MANUFAGTVRERS W,ARR.ANTY 4 EXPECTED PERFORMANCE.
5) ALL CUT EDOES OF FIBER CEMENT 50ARD PANELS AND SIDING THAT ARE NOT GOMCEALED
YOTHIN A TRIM SHALT. BE SEALED PER MAAFACTLIRERS REGUIREM EHM 4 PANTED TO
MATCH THE FCB PAMEL/5IDIN6.
EXTERIOR ELEVATION NOTES
U CLEAN 4 PREP ALL SURFACES AS REOV PER PANT MAMLF SPECI19CATION5 PRIOR
TO PANTING. VERIFY C MMOH OF BASTING MATERIALS - REPAIR / RERJLE
MATEKAL5 TO MATCH EXISTINS AS REOV. APPLY PANT IN 5TRICT ACCORDANCE
W PANT HARP 5PECIFICATION5.
2) REMOVE ALL SURFACE MT17 ITM45 • EXIST EXTERIOR POLL AS REO V TO APPLY
SC+EDLX !D FINISHES. 5AL.VA6E ALL. ITEMS FOR REINSTALLATION IN ^ 1E
LOCATIONS UD.
BUILDINS 916N NOTES
1) FACE TO BE FORMED CLEAR POLYCARBONATE DECORATED
SECOND SURFACE VINYL
2) VINYL COLORS TO 5E- DD MANSE 5M •5650-5125, DO MAGENTA
5M-3650-15".
5) ILLUMINATIOL WHITE MC 41A LEA.
4) SEE NATIONAL ACCOJ" FOR ORDERUN6 INFORMATION.
BUILDING SIGN SGFEDULE
OTY 1LOCATION oVERALL DIMECIOMLS LETTERS ARREA
I IBUILOiN6,5OUTH 111--i 9/4-L x 2'-0'H x 5-0 24- H 125 SF
11'-I1'
Q2c22�.� COLS
TO BE MANSE
SIGN BY DD 516H VENDOR /
SHALL COMPLY W CURRENT DO
STANDARDS I IMASC
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TR-06
VEtmCAL TRIM AT I P5-o4 LP I
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COLOR TO MATCH [ P5-05 [
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i
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FC8 PAN85
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CORNER TRIM AT I PS-04 LP
Q
AT REAR OF MONOLITH
LINE OF PARAPET
TyEA SIDE
S
7R-04
P
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IT AT (PS-09 1
4
TR-06
INSIDE CORNER TRIM
it
AT F5-051
I MONOLITH ELEVATION
A3.I 50ALM 1/4' - V-o'
AHARONIAN
6 ASSOCIATES INC.
ARCHITECTS
310 C11" M Ihgtm Htgh,,y
SW IW
Sm1w144 ltw 19-d
0 2 9 1 7
T Not-01-23x-x3x-S3O010
N
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NMWARM-ENGCOM
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ONND USE0PDe. RND
SPECIFICATIONS ARE INSTRUMENTS of PROFESSIONAL
SERVICE . T SHALL REFUIN TIE PROPERTY OF TIE
USED.
HOLE THESE NTS ARENOTOJ
C
IN WHOLE OR R PART. FOR OTHER PROJECTS OR
IN T. FOR
T THAN THOSE
PURPOSES UTSYANYOTH CONTRACT
PROPERLY ITTEWREDBYCONTRACTHE ARCHITECT.
EXPRESS WRITTEN nunlOR¢AnaN Of THE ARCHrEcr.
REVISIONS
I
NUMBER REMARKS DATE
FOR CONSTRUCTION
PROJECT TITLE
2022o2°
PC# 331893
IMAGE: NEXTGEN WARM PALETTE
22 MAIN STREET
QUEENSBURY, NY 12804
Warren County
DRAINING TITLE
EXTERIOR SCHEDULE
& DETAILS
DATE
PRO) NO
SEP 2, 2022
22021
DRAINN BY
CHEG® BY
GN
JB
DRAINING NUMBER
A3.2
C PAD TO Ed FLUSH W PAVEMENT
FINISH TO MATCH ADJACENT
ASPHALT
GONG PAD MIN 4000 P51 W
•4 BARS • 12' OC EACH WAY
COORDINATE REPAR
INSTALLATION 0
'O LOCATION W 6ROUND
INSTALLATION R55TS
12' 6RNU-AR FILL
VIR61N SOIL OR
COPALTED FILL
�1 SECTION ® GONG PAD
0.2/ &CALE, 5/4' • 1'-0'
ALL GOtbV IT SHALL Be PVC
L
POLE I CAI10'Y PROVIDED BY 516N
VENDOR: COLOD INSTALLATION WI. MANUF
SEE NATIONAL ACCTS FOR ORDERING INFO
DIGITAL MENU
BOARD 5'-O' MIN
CONCREM room"Q
SIZE 0 CONFIOURATION
BY MANUFA T Rm
(2)1.
2)P CONDUITS (SPARE) W e•
PULL STRING FOR FUTURE USE
(2) V INCH CONDUITS FOR TOP 6RADE
COMMUNICATIONS 0
DEDICATED ORCUITS
(POYFR 0 DATA).
CONFECT TO INTERCOM
SYSTEM LOCATED • THE
OFFICIE AREA PROVIDE
II0/I5 AREA
DEDICATED
CIRCUIT
n5) F INCH CONDUITS FOR COM4LNIGATii 0
DEDICATED CIRCUITS (POYM DATA 0 VOICE).
CONFECT TO INTERCOM SYSTEM LOCATED • THE
OFFICE AREA PROVIDE WAS AMP DEDICATED
CIRCUIT
N 1' CONDIAT (SFARU W PULL
STRING FOR FUTRE USE
FORMED CONCRETE TOP
MN 6'0 CONCRETE
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STEEL DOLLARD
BOLLARD COVER -
.Q SEE HATL ACCIS 0
n COLOD HE16HT MEN
ORDERING
PAVEIABtf
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is1 BOLLARD DETAIL
Ao2 SCALES 1/2' • 1'-0'
LIMIT
61- 0 FRANCHISEE TO FIELD
SEE SIFiN VEENDOR
VERIFY FINAL H!N&HT OP O/T
DRAMN69 FOR FMAL
.1. LIMIT BAR. W PRE-FAE
COLORS f DETAILS
'4 CANOPY 0 SPEAKER TOYER
0 CANOPY PRIOR TO START OF
_ CONSTR MAINTAIN 6' FROM
BOT PRE-FAB CANOPY 0
SPEAKER TOYER CANOPY TO
HEIGHT LIMIT BAR'CRA3H TUBE'
FROM H16HE9T POINT OF
PAVEMENT AT D/T KNOCK
.q�
-Tr- TOP OF PAVEMENT
s_
60 TO PROVIDE FOUNDATION,
4
ANOIOR DOLTS, CA5M 0 ALLt1
f
RELATED ACCESSORIES PRIOR
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PM27'5
�i LIMIT BAR DETAIL
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roR FINK- COLORS 0 DETAILS
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FACE OF V E HICNP
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(Z) D oEPecn ENT 6ROUND
LOCKS FOR COMMUNICATIONS
CONCRETE PAD
0
FO COW, PAD
z
5/4' LONOUIT W PILL STRING
60 TO PROVIDE FOUNDATION, AW-WR
BOLTS, CA6H, 0 ALL RELATED
ACCIESSONJES PRIOR TO INSTALLATION
PER MANUF RECITE,
�1 MENU BOARD 8 SPEAKER TOWER DETAIL
A02 NOT TO SCALE
SITE 516N SC+EMLE
CITY LOCATION I OVERALL vimmIGNs Len-w5 ARBA
I X PYLON VERIFY IN FIELD VIF VIF
4 1 SITE (DIREGnONAU I VERIFY IN FIELD VIP VIF
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fOON
paveTHau
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TX.Y
PIREGTIONAL 516N NOTES
U SEE DUNKIN' BRANDS NE3517E FOR
COMPLETE INFORMATION 0 DETAILS.
2) AREA OF SIGN s EXISTING TO RH4AIN.
9) LISHTIN6 n EXISTIN6 INTERNALLY
ILLUMINATED (CFtTSK THIS). 516N
VENDOR TO VERIFY IF LIGHTING 15
LED 0 REPLACE W LE V6 AS REOD.
4) REPACE 0 PAINT ALL EXSnNG
DIRECTIONAL 516N5 ON SITE UNO.
PIREGTIONAL 516N FACES
REPLACE EmsnN5 516N FACES AS REOD
TO COMPLY WITH NEYN DV IMAGE
51PE VIEW FRONT VIEW
s DIRECTIONAL SIGN DETAILS
A0.2 SCALE, V2• . 1'-0'
SON SIGN NOTE
1) PALE TO BB PORMED CLEAR
POLYCARBCNATX DECORATED SECOND
SURFACE VINYL.
2) VINYL COLORS TO BE. DID ORANGE SM
"650-31251 DO MA&ERTA SM R J650-197i
5) ILLLMINATIONL EX5TIN6 INTERNALLY
ILLUMINATED. 516N VENDOR TO VERIFY IF
LIGHTING 15 LED 0 REPLACE X/ LED$ AS
RHiD.
4) SEE NATIONAL ACCOUNTS FOR ORDEUN6
INFOR 4ATIOI
5) FRANCHISEE MAY OPT TO PROVIDE HENG 516N5 IN LIEU OF REPLAMG SIGN FACES
COORDINATE
MTH COOFRANCHISEE PRIOR
TO FABRICATION.
6) SEE A7O - Al2 FCR FINISH INFORMATION.
OR TO
•m
COLOR
RANSE
712 516N
7M'LY W
ARCS 0
(:�:) PYLON SIGN DETAIL
A02 SCALE. 1/4' . F-O'
jr
C.4
00
mm lI
Ai�R
MIN
MENU BOARD LOCATION
A02 SCALE. V4• • 1'-0'
SITE NOTEES
V CLEAN 0 PREP ALL SURFACES AS REDD PER PAINT MANUF SPEOIFIOAnoNs PRIOR
TO PAINTING. VERIFY CONDITION OF EXISTING MATERIALS - REPAIR / REPLACE
MATERIALS TO MATCH EXISTING AS RECI'D. APPLY PAINT IN STRICT ACCORDANCE
W PAINT MAH.F SF5LIPICATION3.
2) SITE 0 516N DETAILS 5HOWN ARE 9OIEMATIC ONLY. COORDNATE LOCATIONS IN
FIELD W FRA)"'HISEE,
B) GUTIPATCHRREPAIR EXSTIN6 PAVEMENT AS REOD. COORDINATE W FRANCHISEE
FOR EXTENT OF WORK
4) 5EALCOAT 0 RESTRIPE EX5TIN6 PARKING LOT. SEE 4/AO2 FOR STRIPING DETAILS.
5) POP64WAAN EXI5nN6 sIDEWALKS, CURBS 0 Cow PADS. CLEAT{ V® 0 REMILGH
ANY EASTINLS LANDSCAPING.
6) PROVIDE NC(TSE N BOLLARD COVERS ON ALL MM 15OLL4RD5 ON SITE. CAOR•D W
NATIONAL ALCOUNT9 FOR ORDERING. GG TO ENSURE ALL rM BOLLARD" ARE
PROPERLY SET 0 CONSULT WITH FRAW-MSEE IF ADDITIONAL WORK 15 F.WD.
7) SEE A710 - A-12 FOR MASTER FIN15H SCHEDULES.
SITE 6RAP4IIG t STRIPINS NOTES
D PROPERLY PREP THE ASPHALT BEING PAINTED VIA PRESSURE WASH BEFORE
PAINTING ALL DIRECTIONAL GRAPHICS.
2) COORDINATE MTH FRAri'HISEE ON FINAL LOCATIONS or ALL 6RAPNICS 0
DIRECTION L5.
5) SEE FINISH SCNEOULES FOR TRAFFIC, SMPINS RFoRMATIOL
4) PAINT TEMPLATE FOR SITE GRAPHIC AVAILABLE TH RCUSH PAVEENT STENCIL
COMPANY - SEE HATL ACCOUNTS. �(
B12 V �5
�W.
rP 1
OA.:E V V m
TRAFFICBASE
uO E 0I;Z
THRU LANEI- - START
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Q TRAFFIC STRIFINry DETAILS
A0.2/ SOM-9. 1/4' . 1'-0'
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0 KEYW PLAN NOTES
0 16'X54' 6RO". LOOP W I• PVG GOIIXIIT, F10ME RUN
CONDUIT TO DRIVE TIRO TIMER MONITOR ADJACENT TO
DRIVE OR OND IT SIZE
R TO sire PLAN, DETAILS 0 E P
DWY FORT BE 11T SIZE REO'i5. CONDUITS
T GROUND LOOP
WIRING REN BE M SEPARATE GOmU175 TO AVOID
INTERFEREWE
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TOP OF 5LA5 SHALL BE FLUSH W ADJACENT PAVMFE NT.
SEE 9/A02.
O516H VENDOR TO PROVIDE *SEE YOU SOON' FACE ON ETR
DIRECTIONAL 516N. SEE 5/IAO.Z.
OSI6N VENDOR TO FROVIDE 'DRIVE TH RU' FACE ON ETR
DIRECTIONAL SIGN. SEE WA=.
ODRIVE TFiRU HEIGHT LIMIT E.4R SEE 7/A02 INSTALL IN
S " M LOCATION AS REMOVED DIRECTIONAL 516M
O COW-FMM FILLED STEEL DOLLARD. SEE 5/AO2.
07 •DRIVE THRU LANE 6RAPHIG'. SEE 4/Ao2.
O -TRAFFIC. ARROW 5EFoRORE D/r LANE' I TP-oi L SEE 4/A02
O -DRIVE TH EU START LANE GRAPHIC'. SEE 4/AO-L
O10 'TYPICAL TRAFFIC ARROW I TP-01 1 COLOD FINAL
LOCATIONS W OMLSR `$ 4/AO2.
II 'YYPIC TRAFFIC ARROW 4 TEXT o BYPASS LANE -
12 LINE STRIPING - I Tr-OI i
O/T STACK 0 MEW BOARD CAMERA MID TO BUILDING,
19 COORD FINAL LOCATION W 01,04E .
14 ETR DRIVE THRU MN POW LOCATION
OSIGN VENDOR TO PROVIDE NE3l FACE ON ETR PYLON 516K
SEE 5/AO.2.
Ib PROVIDE MELT CHAIN LINK PENCE W VINYL 5LAT5 AROA7D
ETR DUPSTER. VINYL 5LA75 COLOR TO MATCH I PTE-OI I.
17 DIGITAL MEW BOARD. 5M 6AAO2. CONNECT BACK TO
EXI5nN5 CONDUITS OR PROVIDE NEW AS REOD,
Ie ORDIS. CANOPY K/BUILT-IN CONFIRMATION DISPLAY f
SPEAKER.INSTALL IH SAME LOCATION AS REMOVED
SPEAKER TOFFEE. SEE 6/AO.2. CONNECT BACK TO EXISTING
CONDUITS OR PROVIDE NEW AS REND.
I. PATCH / REPAIR ALL SITE AS REOD TO MATCH EAST IN
ALL AREAS OF DEMOLITION. CCORD W 01.1.
®SIGN VENDOR TO REPLACE ALL SITE L16M FIXTURES TO BE
LID. PAINT ETR LIGHT POLES I FTE-02 I. VERIFY CUANnTY
IN FIELD.
¢ ETI. D/T WINDOW LOCATION 16
2 I '6b
2
IS �
14
rg
F
EXISTING
DUNKIN' I J
72 II
n 0
n
SITE PLAN 15 FOR FidAnc
PARPO5E5 ONLY. ENa5TIN5
CONDITIONS HAY VARY.
d
S t/ v
1 SCHEMATIC SITE PLAN
sc'A 1 06' s 1'-0'
AHARONIAN
& ASSOCIATES INC.
ARCHITECTS
310 CwS, Yb hgtm Hlgl,vor
sow 100
"'hUO, RI,oE. Id.d
0 2 9 1 7
T 401-232-3010
140I-232-5000
%WXAKH-ENGCOR
MS MER
OWNERSHIPANC,USEOSMWE E PNL
O PROFESSI
SSERVICE MOSARENERIRIENE OFPROFESSIONAL
SERVICE ANDESEDO E/.WNTHERE
H THESE NOT TV BE
ARENOTOJ
IN WHOLE T. FOR ANY
INURPO OR R PART, FOR ANY OTHER PROTECTS OR
C SOR
PURPOSES ORBYIZED B Ct PARTIES THAN THOSE
PROPERLY AUTHORIZED CTION THE
IT OF MCRTHE
EXPRESS WRITTENAUMORDAnON OF THE ARCHITECT.
EC
REVISIONS
A
NUMBER REIMM DATE
FOR CONSTRUCTION
PROJECT TITLE
oOaa0a°
PC# 331893
IMAGE: NEXTGEN WARM PALETTE
22 MAIN STREET
QUEENSBURY, NY 12804
Warren County
DRAWING TITLE
SCHEMATIC SITE
PLAN & DETAILS
DATE
PROJ NO
5EF 2, 2022
22021
DRAWN BY
CHEa® BY
MG
J6
DRAWING NUMBER
A0.2
(13)
1.0"
�e
u
N �
0
Lands of
`D
Jennie Aronson -Neal
Z
B:3825 P:238
309.1 1 - 1 -33
❑
3
CHAIN LINK FENCE
(4 1)
Lands of
John Jarvis
8:5325 P:206
309.1 1- 1 -27
DUMP5ter
Pad
CHAIN LINK FENCE
(42)
150.00'
_ Wood Stockade Fence
S83046-36`W
Lands of
Russell Leigh
B:1160 P:96
309.1 I,-1-28
•i
Du S
�•/
V
"UNA. TN(WED ALTERATION Or ADDIiIUN TO A SURVEY
MAP 3EAP'N6 A LICENSED LAND SURVEYORS SEAL 15 A
VIOLATION OF SECTION 7205, sUB-DIV151JN 2. OF THE
NEW YOR STATE EDUCATION TAW."
ONLY COPIES FROM THE OR L OF THIS SURVEY
S
THE
MARFED WITH AN OR)GINAL. OF THE LAND SURVEYORS
SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.'
"CERTIFICATIONS INDICATED HEREON 51GNIFYTHAT
THE
L
u O
THIS SURVEY WA5 PREPARED IN ACCORDANCE WITH
EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED
BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL
SURVEYORS, SAID CERTIFICATIONS 5hALL RUN ONLY
HAND
TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED, AND
Haviland Road
Queensbury,
New York 12804
ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL
NLINSTI HEREON. AND
AGENC169
TO THE ASSIGNEES OF THE LENDING INSTITUTION.'
TO 55IGAND EE5OfTHNDING ELE LENDING
(518) 792-8474
New York
Lic. No. 50135
(43)
I
GV
�Oo
0
0
(44)
Lands of
Eric CZosson
B:5732 P:232
309.1 1- 1 -29
Map of a Survey made for
Thomas J. Burke
Town of Queensbury, Warren County, New York
9
Q'
0
Legend
• = Bollard
= Sign Post
= Hydrant
D4 = Gas Valve
4 = Water Shut -Off
pd = Water Valve
10, = Utility Pole
® = Catch Basin
® = Drainage Access Cover
(3) = Sanitary Access Cover
= Lamp Post
Deed Reference:
Map
Reference:
North Star Donut Group LLC
Map of a
Survey Made for
To
North Star
Donut Group, LLC
Thomas J. Burke
Dated:
March 5, 1998
Dated: August 26, 2008
Last Revised
September 17, 2002
Book:3622 Page:15
By: Van
Dusen & Steves
NOTES:
1.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT Of
TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO
ANY STATEMENT OF FACTS SHOWN THEREON.
2.) THE FIELD SURVEY WAS CONDUCT"ED DURING WINTER WEATHER
CONDITIONS WITH SIGNIFICANT SNOW AND ICE COVER.
3•) NO PROPERTY CORNERS WERE SET AS PART OF THIS SURVEY.
4.) PARCEL IS SUBJECT TO ANY EASEMENTS Of RECORD.
5.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN
ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE
NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
G.) THIS MAP IS COPYRIGHT (D 2023 VAN DUSEN * STEVES LAND
SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS
DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW
YORK STATE EDUCATION LAW.
7.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE
NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF
INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED
TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES.
8.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON.
9.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR
INTEREST THE TOWN OF QUEENSBURY, THE COUNTY OF WARREN, AND THE
PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND
TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO
THE BED OF THE ROADS.
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
Date: January 2G, 2023
Scale 1 "= 20'
S-1
SHEET 1 OF 1
1 03101123 SHOW PROPOSED IMPROVEMENTS BURKE
NO. DATE DESCRIPTION DWG. NO. 98-020 C3861
309.1 1 -1 -30