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2004-931 Dunkin Donuts TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040931 Application Number. A20040931 Tax Map No: 523400-303-016-0001-001-001-0000 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. Type 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 2004-931 DUNKIN DONUTS 361 Dix Avenue 39.97 SQ FT WALL SIGN $80.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: (If a longerperiod 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 eens d sday,December 15,2004 SIGNED BY for the Town of Queensbury. . Director of Building 8 aCode Enforcement TOWN OF QUEENSBURY Fee Paid: , 742 Bay Road, Queensbury, NY 12804 Approved By: 518 761-82 Permit #: ( ) 56 1 SIGN PERMIT APPLICATION 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, NY 12020 TEL. 899-4231 NAME OF APPLICANT S & S Construction Co. , Inc. ADDRESS 303 Spraquetown Rd, Greenwich, NY 12834 TEL. 692-2221 BUSINESS NAME IF DIFFERENT: --- TYPE AND LOCATION Check What Applies: Existing Permanent Projecting Sign Temporary Non-conforming Existing Free-Standing T— Wall XX 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) lb (side) If sign is to be illuminated, please check appropriate box: Internal (X) , External ( ), Incadescent ( ), Neon ( ) , Other ( ) Size of Sign: Width 4'-32 ft. Length 9'-3 3/4 ft. 1 Total Square Footage: 39'.97 U Sign Copy: Dunkin' Donuts Color and Material To Be Used: Raspberry & Orange; Metal Cabinet w/ polycarbonate face Signature: Circle One: Applican owner, contractor or agent. �:__._ I HEREBY AUTHORIZE APPLICANT TO PLACE A SIGN ON MY PROPERTY OR BUILDING. Signature of Property Owner: l/L� ORIGINAL-Office Copy COPY-Applicant DUNKIN' DONUTS ILLUMINATED, S/F, 40 SQ. FT., WALL SIGN ALUMINUM CABINET PAN-FORMED ' W/3"5Q. MOLDINGS CLEAR EM13055ED ,2y" POLYCARBONATE 2"DEEP EM0055ED PMS#222 ROYAL PLUM 8" IF FACE WITH&'KADIU5 PAN FACE LETTERS WITH 1/2" STEAM& EME3055ED FACE TO TRIM COPY PMS#165 - - ORANGE NKIN tQ NUTS® s + 1/2"EMBOSSED LETTERS &LOGO F106 T12 PM5#219 WHO LAMPS RA5PBERRY 800MA HO 9 3-3/4" BALLAST Q ' CV SIGN AREA CALCULATION ' NOMINAL 4'3-1/2"X9'3-3/4",39.975Q.FT,5INGLE-FACED INTERNALLY ILLUMINATED"DUN KIN'DONUT5"WALL �^ A=51.5"X 111.75"/144 51GN. SIGN CABINET ALUMINUM ENAMELED PM5'#222"ROYAL PLUM". FACE .115" CLEAR, 5ACK5PRAYED v A=5,755.13 5Q. IN. /144 POLYCARBONATE WITH 2" DEEP FORMED PAN&.1/2"RA15ED LOGO&COPY IN PM5#219 RASPBERRY&PM5 #105 ORANGE. INTERNAL ILLUMINATION TO BE HIGH OUTPUT FLORESCENT LAMP5&600 MA HO BALLA5T. A = 39.97 SQ. FT. ELECTRICAL WIRING TO MEET U.L.5PECIFICATION5.SIGN TO BE INSTALLED ON EA5TELEVATION(FRONT)ABOVE VE5TI13ULE AWNING. NOTE:120 VOLT,20 AMP PRIMARY ELECTRICAL POWER TO SIGN LOCATION PROVIDED BY SCALE: 3/4'=1'- 0" arm W MO��S SKETCH #040102-DP-FAWNRD-SGF-WALL PREPARED BY FRED A. EARLY DESIGNS:My designfarhwrk supplied bySignworks remainsthe property of Signworksand the use of designiartwork or 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 payment In full for said design/artwork service at Signworks'normal rates,all designslarlwork will be returned to P- -800-333-5709 Fax:518-581-9361 Signworksondemand. @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 �