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SIGN 471-2023 Clearance Height
N N U Z En Q U 0 En in Q CONE PAD TO BE FLUSH W PAVBMENr FINISH TO MATCH ADJACENT ASPHALT ASPHALT CONE PAD MIN 4000 P51 W PAVEMENT µ BARS • 11' Old EACH WAY INSTALLATION R LOCATION W 6RO)ND LOOP HARP. INSTALLATION RESITS 12' 6RA ULAR FILL VIR61N SOIL OR COMPACTED FILL i15ECTION ® GONG PAD O. SCALE, 3/4' . 1'-0' ALL cObVIT SMALL BE PVC POLE R CANOPY PROVIDED BY 516H �,L! VENDOR; COLRD INSTALLATION KTH MANUF ' SE: NATIONAL ACGTS FOR ORDERINS INFO DISMAL MEN) BOARD 5'-0' MIN CONCRETE roonN& ?1 512E M COW161URATION b;-12- BY MANUFACTURER (2) V CONWITS (SPARE) W D' PULL STRING FOR FUTURE USE (2) 1' IIDICOM4.WNCIH CONDIAT9 POR TOP 6RADE CATIOW M \ ,�, DCATED CIRGATS (POY82 I DATA. C.ORIECT TO INTERCOM / SYSTEM LOCATED • THE OFFICE AREA PROVIDE 110/I5 AMP DEDICATED CIRCUIT (5) F INCH C4MHDUET9 FOR COMMUNICATIONS I DEDICATED CIRCUITS MOYIEK DATA 4 VOICE). COWSLT TO INTERCOM SYSTEM LOCATED • THE OFFICE AREA PROVIDE 110/15 AMP DEDICATED CIRCUIT ND(SPARS/ R) V CONDUIT PEAL STRINS FOR FUTURE U'.L- FORMED CAMICRETc TOP MIN WO CONCRETE FILLED 5TO YEIGHT STEEL BOLLARD BOLLARD COVER - FREE NATL ACCTS M COLRD N@IGHT KEN ORDERING PAVEMENT ��• I� is CoNO PIER � t ia1 BOLLARD DETAIL AO� SCALE, 1/2' . V-O' SEE SIGN VENDOR DRAKN65 FOR FAN. LIMIT EAR Nom. 60 4 FRAKAMS@: TO FIELD VERIFY FINAL FfJ6Hr OP D? HEI6W LIMIT BAR W PRE-FA9 GANOY COLORS M DETAILS R SPEACSSR TOYER CANOPY PRIOR TO START OF 0 CONSTIR MWNrAN 6' FROM BOY PRE-FAB cA'NOY R SPEA.BR TOYER CANOPY TO HE16W LIMIT BAR 'CRASH TUBE' FROM HI& EST POINT OF PAVEMENT AT D/Y KNDO4 TOP OF PAVEMBti 60 TO PROVIDE FCAtDATION,G .? Q ANCHOR BOLTS, CA6R ALL; Tt RELATED ACCESSORIES PRIOR 1 TO INSTALLATION PER MAMLF IRS �7 LIMIT BAR DETAIL A02 SCALE, V4' . V-O' 5164 VENDOR ORAYIN65 FOR FINK COLORS R DETAILS u BOT cArerr � MAx 9UItFAGE a VEHIr„• K L I � ORDER cANW R BUILTIN CONFIRMATION M DISPLAY R `..FENCER CONCRETE cNrRe (2) INDE'EDDNT 6RO.ND LOOPS FOR COMALWCAnoNs ;4 CONCRETE PAD O .: PO CONIC PAD 9/4• CONDUIT W PULL STRINS 66 TO PROVIDE FOLTDATION, ANCHOR BOLTS, cASB, M ALL. REi.ATm ACCE55OMES PRIOR To INSTALLATION %61 MENU BOARD 4 5PEAKER TOPCR DETAIL A02 NOT TO SCALE SITE SIGN SCHEDULE OrY LOCATION 01lrSR.ALL DIME.9igtl9 LETTERS I AREA I X PYLON VERIFY IN FIELD VIF VIF 4 SITE (DIRECTIONAL) I VERFY IN FIELD JIF VIP o n .LeYCD OO LOON 6 ;� Dnlve� T115U Q D Q. Tcrr¢ IiRu PIREOTIONAL 516N NOTES G Sly DUNKIN' BRANDS YEHCITE FOR COMPLETE INFORMATION 4 DETAILS. 2) AREA OF 5!6N . EXISTING To REGAIN. 5) L161-ITIN6 . EXISTIN& INTERNALLY ILLUMINATED (GEOK T H1^5). 516N VENDOR TO VERIFY IF LISHTIN& 15 LLD t REi,AZZ W LEDs AS READ. 4) REFACE 4 PAINT ALL EX15TIN5 DIRECTIONAL 516NS ON SITE LqO. PIRECTIONAL SIGN FACES REPLACE EJDSnNG 516N FACES AS REG TO COMPLY WITH MEW DO IMAGE PTE-02 EXIST SIGN BOX PTE-02 EXISTING POLE SIDE VIEW FRONT VIEW rs1 DIRECTIONAL SIGN DETAILS A02 SCALE, V2' . 1'-0' PYLON SIESN NOTES N FACE TO BE FORMED CLEAR POLYCAREO.ITE, DECORATED SECOND SURFACE VINYL. 2J VINYL COLORS To EYE, DO ORAN &M 9M 055 0-31MI, DV MAGENTA 3M 9630-1379, 5) ILLUMIWATIONL EXsnNG INTERNALLY ILLUMINATED. SISK VENDOR TO VERIFY IF LIGHTING 15 LED R REPLACE W LEDs As REOD. 4) SEE NATIONAL ACCOUNTS FOR OVVE UNG IWORMATION 5) FRAILCHISE: MAY OFT TO PROVIDE HEY/ 51GN5 IN LIE) of REPLACING 516N FACES COORDINATE KTH FRANC HISEV PRIOR TO FAEMCATION. 6) SEE AlO - A72 FOR FIN15H INFORMATION. ETR 516N BOX R POLE .0. COLOR TO Be PM WWI, COLOR TO BE ORANSE NE9 SIGN FACE BY DD 516NR VI R70R a SHALL COMPLY W C.RZ@NT DIP 5TANDARDS R IMA6E s PYLON SIGN DETAIL A02 SCALE, V4' . P-o' Cf, MENU BOARD LOCATION A02 SCALE, 1/4' . V-O' SITE NOTES U CLEAN t PREP ALL SURFACES AS REO'D PER PAINT MAMFr SPECIFICATIONS PRIOR TO PAINTING. VERIFY CONDITION OF EX15TIN6 MATERIALS - REPAIR / REPLACE MATERIALS TO MATCH EXISTING AS REOD. APPLY PAINT IN STRICT ACCORDANCE W PAINT MAN.F 5PECIFICATTONi. 2) SITE t SIGN DETAILS SHOM ARE SCH-MATE ONLY. COORDINATE LOCATIONS IN FIELD W FRANCHISEE. 9) CUr/PATCHAZEPAIR EX15TIN6 PAVEMENT AS REOD. COORDINATE ,U FRANCHISE. - FOR EXTENT OF YNORK 4) 5EALCOAT t Rr5TRPE EXI5TIN6 PARKINS LOT. SE: 4/AO2 FOR STRIPING DETAILS. 5) PaAMIM ASH EXISTING SIDEWALKS, CURBS M CONC PADS. CLEAN, VEED R REMMULOH ANY EXISTING LA440SCAPIN6, 6) PROVIDE NEXTSM4 BOLLARD COVERS ON ALL ETR BOLLARDS ON 51M COLRD W NATIONAL ACCOURTS FOR ORDERING. GG TO ENURE ALL ETR BOLLARDS ARE PROPERLY SET 9 CONSULT WITH FRANCHISEE IF ADDITIONAL WORK IS RFYRD. 1) SEE A7O - A72 FOR MASTER FINISH 51-HEDULE5. 517E 6RAPMIG 4 STRIPIN15 NOTES N PROPERLY PREP THE ASPHALT BEERS PANTED VIA PRESSURE WA 4i BEFORE PAMnNG ALL DIRECTIONAL &RAPHIcs. 2) COORDINATE KTH FRANCHISEE ON FINAL LOCATIONS OF AL GRAPHICS R DIRECTIONALS. 9) SEE FINISH ScmvuxaS FOR TRAFFIC STRIPING INFFORMAnoN. 4) PANT TEMPLATE FOR SITE &RAPrHIc AVALASLE THROU6H PAVEMENT STENCIL COMPANY - SEE HATL. ACCOUNTS. Omm .SOW. TP-0I Sao D D D—® • aasE O TP-0I TRAFFIC ARROW BEFORE DRIVE THRU LANE DRIVE THRU START LANE 6RAPHIG %1 TRAFFIC STRIPING DETAILS A0.2 SAALM 1/4' . V-O' p PLAN NOTES 0 ID xst 6RcuD Loop W F PVc coxwlr, HOME RLN CONDI/1T TO DRIVE THRU All- MOWrOR ADJACENT TO DRIVE TNRU KNOCK REFER TO SITE PLAN, DETAILS R ELF. VN&S FOR CONDUIT SIZE RE4175. MULTIPLE &ROUND LOOP WIRING MST BE IN SEPARATE CONDUITS TO AVOID INTERFERENCE. O2 20MOW THICK CON, PA12 W RENFORCINS. TOP OF SLAB SHALL BE PLUSH W ADJACENT PAVEENT. SEE 9/AO2 3 SIGN VENDOR TO PROVIDE YOU SOON' FACE ON ETR DIRECTIONAL 516N SEE 5/AO2 O516N VENDOR TO PROVIDE 'DRI E THRU- FACE ON ETR DIRECTIONAL 516N. SEE S/AO2 ODRIVE TITS HE16Hr LIMIT EAR SEE 7/AO2. INSTALL IN SANE LOCATION AS REMOVED DIRECTIONAL SIEN. © CONCRETE FILLED STEEL BOLLARD. we D/A02. O -DRIVE THRU LANE 6RAFHIC% SEE 4/AO2. O •TRAFFIC ARROW BEFORE D/T LANE- I TP-01 L SEE 4/A02 O •DRIVE THRU START LANE &RA.PHIO'. 5EE 4/A02. 10 •rYPICAL TRAFFIC ARROWI TP•OI ). COLRD FINAL LOCATIONS W 004NER. SEE 4/AO2, 'TYPICAL TRAFFIC ARROW t TEXT o BYPASS LAE - 1 ( TP-0I I 12 LINE STRIPING - I TP-OI ]. D/T STACK A MEW BOARD CAMERA MID To BUILDINS. 19 COOOD FINAL LOCATION W OYPER 14 ETR DRIVE THRU KNDOW LOCATION. 15 SIGN VENDOR TO PROVIDE MEN FACE ON ETR PYLON 516K 'i S/AO2 PROVIDE NEYE CHAIN LINK FENCE W VINYL SLATS AROUND 16 ETR PVt-V'TER VINYL SLATS COLOR TO MATCH E P1E-01 1. IT DIGITAL MENU BOARD. SEE 6/AO2. CONNECT BACK TO EXISTING CONDUITS OR PROVIDE N E)4 AS REGD. IB ORDER CANOPY n/ BUILT-IN CONFIRMATION DISPLAY R SPEAKER INSTALL IN SAME LOCATION AS REMOVED SPEAKER TOYED SEE 6/AO2. TAMEST BACK TO EXISnN& CONDUITS OR PROVIDE K-YN AS REOD, 19 PATCH / REPAIR AL SITE AS REG O TO MATCH EXIST IN ALL AREAS OF DEMOLITION. cO D W DI.I. ®516N VENDOR TO REPLACE AL SITE LIGHT FIXTURES TO BE LED. PANT ETR LIGHT POLES I PTEC2 1 VERIFY G UANnTY IN FIELD. 5(c N 4 AHARONIAN 6 ASSOCIATES INC. ARCHITECTS 310 Ceorp —Ingtm High-y Sol. loo Snnl�Ud. RI, . IdmE 0 2 9 1 7 T 101-232-SOLO f 101-2 3t-SOAR. WRIT M-ENOCOU DISCLAIMER OWNERSHIPANOUSEWOOCUMEM .ORAWNWAND SPECIFICATIONS ARE WSTRUMENTS OF PROFESSIONAL SERVICE ANO SHALL R9AJRN THE PROPERTY OF TM E ARCHITECT. THESE DOCUNAENM ARE NOT TO BE USED, W WMOLE OR IN PART, FOR ANY OTHER PROJECTS OR PLIRPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLYAUINOR®BYCONTRACTWITHOUTTHE EJORESS WRITTEN AVIHORIZATON OF THE ARCHITECT. REVIS ONS NUMBER I RE11MK5 I DATE ¢ ETR D/f WINDOW LOG.AnON Ib 12 1 �= r 14 �. f ,fKTS�' EXISTING;I11 DUNKIN' a.Y 2 A02 I FOR CONSTRUCTION 9 19 9 12 PRO,ECT TITLE ��aaoa° Q PC# 331893 IMAGE: NEXTGEN WARM PALETTE SITEPLAN 15 FOR SCNEMATIO PURPOSES ON.Y. EXISTING coNDlnoNs MAr VARY. 22 MAIN STREET E5 Q /�ri QUEENSBURY, NY 12804 Warren COuniy DRAINING NTLE SCHEMATIC SITE PLAN & DETAILS DATE SEP 2, 2022 PROD NO 22021 DRAWN BY MG CHECKED BY JB DRAWING NUMBER SCHEMATIC SITE PLAN AO.2 k II SCALE, 1/16- . 1'-0' (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