The URL can be used to link to this page

2004-930 Dunkin Donuts Drive Thru TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040930 Application Number. A20040930 Tax Map No: 523400-303-016-0001-00 1-001-0000 Permission is hereby granted to: DUNKIN DONUTS For property located at: 3 61 DIX Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyke of Construction Value Owner Address: DIX AVE. PROPERTIES,L.L.C. 15 F BIRDIE Dr Sign QUEENSBURY,NY 12804-0000 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2004-930 361 Dix Avenue 39.97 SQ FT FREE STANDING SIGN $80.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o eensb MTray,December 16,2004 SIGNED BY /V 7for the Town of Queensbury. Director of Building&Code Enforcement 00 TOWN OF QUEENSBURY Fee Paid: 742 Bay Road, Queensbury, NY 12804 Approved By: (518) 761-8256 Permit #: c�©o r SIGN PERMIT APPLICATION F0 . THE FOLLOWING INFORMATION IS /REQUIRED: 1. Detailed drawing or photo of sign. 2. Plot plan of location of sign. 3. Written consent of the owner of the building or land. OWNER OF PROPERTY Thomas & Jeremiah Burke ADDRESS 509 Rt. 67, Malta, N.Y. 12020 TEL. 899-4231 NAME OF APPLICANT S & S Construction Co.. Inc. ADDRESS 303 Spraquetown Rd, Greenwich, NY 12834 TEL. 518-692-2221 BUSINESS NAME IF DIFFERENT: --- TYPE AND LOCATION Check What Applies: Existing Permanent Projecting Sign Temporary Nan-conforming Existing Free-Standing X_ Wall New Location: Tax Map Number 303.16-1-1.1 or 1.2 Address _ Dix Avenue, Queensbury, NY 12804 Proposed Setbacks from Property Line (front) _15' (side) _15' If sign is to be illuminated, please check appropriate box: Internal M , External ( ), Incadescent ( ) , Neon ( ) , Other ( ) Size of Sign: Width 4'-3i ft. Length 91_3 3/4" ft. Total Square Footage: _ 39.97 Sign Copy: Dunkin' Donuts Color and Material To Be Used: See attached Signature: Circle One: pplica owner, contractor or agent. I HEREBY AUTHORIZE APPLICANT TO P CE A SIGN .0p MY PROPERTY OR BUILDING. Signature of Property Owner: ORIGINAL-Office Copy COPY-Applicant EMB055ED LETTERS STEAM& FACE TO TRIM PM5#105 ORANGENKIN . `�7°• • N EMB055ED LETTER5 _ N TS &LOGO PM5#,21.9 KA5PBERRY (4)F96 T12 CW/HO PAN-FORMED WHITE LAMP5 POLYCARBONATE ALUMINUM FACE:51"X 111" CABINET W FLANGE W/RADIU5 5"5Q. DRIVE-THRU &00 MA �f 6"FACE RADIU5 MOLDING5 STEEL POLE COPYWHITE COLD WEATHER 2"DEEP CLEAR PAN PM5#222 PM5#222 IN PM5#165 HO 13ALLAST5 1/2"DEEP EM60551NG ROYAL PLUM ROYAL PLUM ORANGE 5TRIPE LO THIS SIGN-AND THE APPURTENANT STRUCTURE HAVE BEEN DESIGNED TO WITHSTAND WIND LOADS f OF 30#PER SO.FT.PER NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE TABLE V-803. i ✓ N ROBERT STOYA FF OWNER SIGNW'ORKS 1 \ O SIGN AREA CALCULATION A=51.5"X 111.75"/144 A=5,755.15 SQ.IN./144 A=39.97 50.FT, DUNKIN' DONUTS D/F Pylon Sign Dig Avenue Queensbury,NY 3/4 ELECTRICAL CONDUIT GRADE 6 MAN ; 5"'5TEEL P05T DIRECTLY EMBEDDED i IN CONCRETE 13AOE 4'-O"x,V-O"x4'-0"DEEP 2.37 CUBIC YARD 2,500 P51 CONCRETE BASE NOMINAL 4'3-1/2"X 9'3-3/4",39.9750.FT.,DOUBLE-FACED INTERNALLY ILLUMINATED"DUNMN'DONUTS"PYLON SIGN.SIGN CABINET ALUMINUM ENAMELED PMS#222"ROYAL PLUM".FACES ARE Alb"WHITE POLYCARBONATE WITH 2"DEEP FORMED PAN&1/2"RAISED LOGO&COPY IN PM54219 RASPBERRY&PM5#165 ORANGE.COPY:"DRIVE THRU"TO BE WHITE IN A PM5. #165 ORANGE STRIPE.INTERNAL ILLUMINATION TO BE HIGH OUTPUT FLORESCENT LAMPS&15ALL.A5T.ELECTRICAL WIRING TO MEET U.L. SPECIFICATIONS. SIGN TO BE INSTALLED ON 5" SQUARE STEEL POST ENAMELED PM5 #222 PLUM. POST EMBEDDED IN 2.37 CUBIC YARD,2,500 P91 CONCRETE BASE,3/4"ELECTRICAL CONDUIT THROUGH BASE PROVIDED.NOTE:, ADEQUATE120 VOLT,20 AMP.,PRIMARYELECTRICAL POWERTO SIGN LOCATION PROVIDED BYOTHER5. SCALE: 1/2"=1' - O" SKETCH #041111-DD-DIXAVEQ135Y 51X111-PYLON PREPARED 5Y FRED A. EARLY DESIGNS.Anydesign/artworksupplied by Signworks remainsthe propertyof Sigrnwrksand the use of designtartworkor any facsimile thereof is expressly prohibited without the written 188 Ballard Rd.,Wilton,NY 12831 consent of Signworks and any written consent is subject to paymehr in full for said design/artwork service at Signworks'normal rates,all designs/artwork will be returned to Ph:1-800-333-5709 Fax:518-581-9361 Sigmvorksondemand.' ©2004 -4Z, s gill, n Q- ai(AVE l Epp r 'W S 32 en 10'x14' CMU STRUCTURE W/ 254' / CONCRETE PAD AND4` BOLLARDS ,Y' PROPOSED FUTURE ACCESS r : s WAY S — y , S PROPOSED MCDONALD S :a+ S — — _ PYLON SIGN ENTRANCE , y S- _ - 1 PROPOSED 5 _S06'36�3� _ t ENTRY SIGN S c� S41 _ S , 5' R 30' R /y 2' R BYPASS . SE`faC�, I - _ 15 R LANE o 531557 SF _ --- LOT- 1 . 23 ACRES - PROPOSED DRIVE THRU - p tv MENU BOARD LANE o - PROPOSED 6" 15' R _ CONCRETE CURB BUILDI i p / PROPOSED PROPO SETBA ~ & /y HANDICAP CONCRE WALK 15 - / PARKING SIGN ! l / 12 -°' p' 15' R PROPOSED TS _'TJr='E % C4 6 1\i R LANDSCAPED 15' R `- - / i i, % r / AREA . ,=:4-1 Sr ,' / / / loo ti Qi �► co �— PROPOSED / 30' RAREAv PROPOSED M pp • 15' R �1 SIDE ALK /i 6 /' �/ EXIT SIGN / 0 / McDONALDS 2'-6" R 3p• 60' R �-0' o /PROPOSED �ANDICIAP mod'' / _-`----Z f RAMP / :�' / � / , OF M N / ��• a ----- PROPOSED HANDICAP 25' R PARKING ACCESS & z PROPOSED / - = S)GE �` T6.a BITUM(NOUS (YELLOW STRIPING} a PAVEMENT - - - _ 15' R PROPOSED STRIPING l� PROPOSED PROTEC iTON OOLLARDS F' 127.09'----� -S (TYPICAL OF 3) �/ / ` _ / / S � / / 0 — —S _ S — ~'� STORMWATEFC y — _ _—` ,• RETENTION/RECHARGE S 199,78' _ — _S / QUAKER i FARM'S �.` "� KING FUEL'S ------ NOV 1 0 2004 _ _ o ENTRANCE % ENTRANCE _ 3`T'1-- zrw TEST PIT TEST RESULT S SITE DEVELOPMENT DATA ' ES & PERC -- / No. DESCRIPTION SITE AREA 53,557 SF (1 .23 ACRES) TP1 0 12" TOPSOIL BUILDING AREA 2,244 SF SF _ / — PAVED/SIDEWALKS 28,002 12" — 36" MED. RED BROWN SAND /' 36" — 84" BROWN TO GRAY SAND TOTAL NON PERMEABLE 30,246 AF ] ' . / o GROUNDWATER @ 7 , MOTTLING ® 4' PERCENT NON PERMEABLE 56.9� TP2 0" — 12" " TOPSOIL SETBACK REQUIREMENTS 12" — 36 MED. RED BROWN SAND Gx 36" — 42" MED. BROWN SANG D,` I 42" — 72" LAYERS OF BROWN AND GRAY SAND ITEM REQUIRED PROVIDE ,acmrxty " " FRONT 50 FT 162 FT > Ts srLa 72 — 84 GRAY SAND GROUNDWATER ® 7 , MOTTLING ® 50" SIDE (MIN.) 20 FT 57 FT F�'E, No. RATE (MIN:SEC/INCH) DEPTH SIDE (TOTAL) 50 FT 62 FT PT1 0 min. 42 sec. 24" REAR 25 FT 97 FT TRAVEL CORRIDOR 75 FT 162 FT PT2 1 min. 02 sec. 24" HEIGHT 40 FT 20 FT PERMEABILITY 30% 43.1% PERC & TEST PITS PERFORMED BY GARRY ROBINSON. P.E. WITNESSED BY MIKE SHAW PE, NYSDOH ON 11/19/02 SIGN 15 FT 15 FT DESIGN PERCOLATION RATE — 1 -5 MINUTES PARKING SPACES 10 MIN. 32 oe r Dix AVENUE � , G -- -— -- ---- _ S c—'zf�—— — ��-�-- - - TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK LAYOUT PLAN i 2 8/04/04 RELOCATED FUTURE ACCESS DRIVE �►�= 2/11/04 SCALE: 1'=20'-0' DWG. NO.* dunkdondix DRIVE-THRU VEHICLE ACCESS € , 7/16/04 ADDED RESPONSE TO CTfrt'coMMENTs GARRY ROBINSON, P.E. SCALE:1'=30' r P.E. UC. N0. 60166 REV. DATE: NOTE: CONSULTING aNGINaaR SHEET OF 7 �