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2003-410 Victoria's Sweet Creme TOWN :OF QUEENSBURY 742 Bay Road,Queensbury NY 12804-5902 (518)761-8201 Community Development=Building&Codes (518),761-8256 BUILDING PERMIT Permit Number: p20ONA Application Number: A20030410 j1r Tax Map No: 523400-309-010-0001-037=000-0000 Permission is hereby granted to: VICTORIA'S SWEET CREMES, For property located at: 87 MAIN St` in the Town of Queensbury,to constructor-'place",- at the above location in accordance with application'togethpr with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance, Tvue of Construction Value Owner Address: JEFFREY KELLEY 82 MAIN St Sign QUEENSBURY;NY 12904 Total Value Contractor or Builder's Name Address { `' Electrical Inspection Agency K.D. WHEELER CUSTOM SIGNS 16 RICHARDSON STREET 1 . OUEENSBURY,NY Plans&Specifications , 2003-410 VICTORINS SWEET CREMES 33.33 SQ FT FREE STANNNG,SIGN A5 PLOT PLAN SPECIFICATIONS Al ]' $66.00 PERMIT FEE PAID-THIS.PERMIT EXPIRES: Thursday,June 17,2004 (If it 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 ueensb S y,Julie 17,2003 =mow SIGNED BY for the Town of Queensbury. Director of Building&Code Enforce"ment 0_> TOWN OF QUEENSBURY Fee .Paid:- 742 Bay Road, Queensbury, NY 12804 Approved By: P e rm i t #: (518) 761-8256 - SIGN PERMIT APPLICATION RECEIVED THE FOLLOWING INFORMATION IS REQUIRED: JUN 12 2003 I. Detailed drawing or photo of sign. TOWN OF QUEENSBURY BLUILDINq AND 656C 2. Plot plan of location of sign. 3. Written consent of the owner of the building or land. OWNER OF PROPERTY -\SAJ-L)( ' \I-F_FP KELLIy ADDRESS d, HAiQ &T. Ott CEO S/su 9,V TEL. -745 NAME OF APPLICANT A,-Lv twEe��.C)L ADDRESS 0 &7 _)S8tV_V TEL. BUSINESS NAME IF DIFFERENT: k- b, Zx)rEC-I-Ee- (ItlsnM %S/§±_J-S TYPE AND LOCATION Check What Applies: Existing Permanent Projecting Sign Temporary Non-conforming Existing Free-Standing ✓ Wall New Location: Tax Map, Number _3�q.to Address 97 = H_A_L_tQ_ ,,S7rCEET_ 1-1 C&--osts a Proposed Setbacks from Property Line (front) _15 (side) If sign is to be illuminated, please check appropriate box: Internal External (X), Incadescent Neon Other Size of Sign: Width ft. Length Total Square Footage: 31 -3 S Sign Copy: _ V1MR_tA '-S W E F--r Q,8F M ES Color and Material To Be Used: { A)AVY 18bb(C 14-DCI Signature: �ad,jie) Circle One: plfica'fitl-3,�iowner, contractor or agent. I HEREBY AUTHORIZE A rPLICANT TO PLACE A SIGN ON MY PROPERTY OR BUILDING. Signature of Property Owner: ORIGINAL-Office Copy COPY-Applicant Town of Queensbury_Building & Codes RECEIVED Attn; Bruce Frank . - Jut. 0 9 2003 TOWN OF QUEENBBURY Hi Bruce, PLANNING OFFICE Enclosed is a ph.oto;of a banner We have,installed for Victoria's Sweet Cremes. It is mounted on the posts-for the permanent sign' and is very close to the same size. We have provided this for them until their new sign _.ig"compieted I have already- obtained the sign permit #P2000'30410 for the permanent sign. Please.consider this as the, sign, under the sign permit, -until the permanent sign is installed. If you have any q.uesti.o:ns;1give me a:caii: .r Thanks, f H 1-a:division of The Wheeler Art Group Inc. .� 16 Richardson St. .Queensbury, .NY 12804 . GN CUSTOM. 1 phone / Fax: (518) 793-2620, r b,,g,iN,s.•:,,., _ �a�'"r a '� J P014 PJ SH3 UZOIJ `At �¢ k •� , a $ a a wy' Lr k�!r� FIL L copy � � TORS 0 WHIP11111WSW [ ET, �M- -E milli Frozen Custard & Soft serve Sundaes Shakes Floats � ` 4 � � c IVE - V JUN 1 2 2003 K T%- 5� OUEENSBURY z � BUILDING P,ND CODE ZONING INFORMA TION A DM/NI S TRA TI VE A PPR 0 VA L S DEED REFERENCES ZONE: MIXED USE - RETAIL: RESTAURANT TOWN OF QUEENSBURY JEFFREY L. & NANCY L. KELLEY 1N/F MINIMUM REQUIREMENTS PLANNING BOARD TO 7h"S HAAWaV CODE ENFORCEMENT OFFICE JEFFREY L. KEL L E Y FIL LOT AREA 20,000 SF COUNTY OF WARREN 2-26-97 /0/2 / 3/4 WIDTH l00 FT PLANNING BOARD TAX MAP IDENTIFICA TION Z COP ERNE RD DEPTH 120 FT HIGHWAY DEPARTMENT 309/0 - I - 37 LUZ m FRONT SETBACK 30 FT (EXCEPT MAIN STREET) WA S TEWA TER SYSTEM Ojecl N8219'461E REAR SETBACK 20 FT (EXCEPT MAIN STREET) PR m 143.E SOILS: CLEAN SANDS TO MORE THAN TEN FEET (SEE SOIL LOG) sl ' � ' . . . . . . SIDE SETBACK 20 FT (EXCEPT MAIN STREET) -' PERMEABLE AREA 30-V DESIGN CRITERIA: DESIGN 0 - 500 GPD vies log 0) BUILDING HEIGHT 50 FT REQUIRED TRENCH LENGTH - 500 / 1.2 GPD/SF x 2 FT - 208 LF M^1N $TR tEtG ST PROVIDE (4) TRENCH LATERAL LINES 52-FEET LONG 6 FT O.C. ° PARCEL AREA DISTRIBUTION USE EXIST. I000-GAL PRECAST CONC. SEPTIC TK. - INSPECT BAFFLES CORINTH Rv 2 (ri GROSS PARCEL AREA 44.199 SF REMOVE EXISTING TRENCH ABSORPTION SYSTEM (UNDER NEW PAVEMENT) ioo :rn N/F INSTALL NEW TRENCH ABSORPTION SYSTEM AS SHOWN ON DRAWING p ,q,�yy�,,A�R MAIN BUILDING 1.933 SF 100.00 I STORAGE BUILDING 439 SF MUNICIPAL SEWERAGE o C) PORCHES 492 SF PUBLIC SEWERS ARE SCHEDULED FOR /NSTALLA TION IN MAIN STREET IN m MAP 50' B(,i�FER ZONE I � PARKING. DRIVES d WALKS 11.270 SF THE NEAR FUTURE. THE ICE CREAM SHOP WILL BE CONNECTED TO GREEN I NON-PERMEABLE /4.134 SF (32%) THE PUBLIC SEWER AS SOON AS POSSIBLE. o SITE L OCA TION I PERMEABLE 30.065 SF (68N) Nrs SPACE WARREN COUNTY HIGH WA Y DEPARTMENT A DRIVEWAY PERMIT IS REQUIRED PRIOR 7-0 CONSTRUCTION - OF THE CURBS AND PA VEMENT COMPRISING THE PROJECT 6 d` FUTURE INTERIOR CONNECTING LANE ENTRANCE. A NEW SIDEWALK WILL BE INSTALLED ALONG THE N NORTH SIDE OF MAIN STREET WHEN THE ROAD IMPROVEMENTS 6" TOPSOIL I + 99.54 + 99.14 I ARE DONE IN THE NEAR FUTURE. THE FRONT WALK FROM THE FlN GRADE SEED TO GRASS GRADE ti ICE CREAM SHOP WILL JOIN THE NEW MUNICIPAL SIDEWALK /N A MANNER PERM/T TED BY THE COUNTY HIGHWAY DEPARTMENT. / 7.T TOPSOIL PLANT/NGS GEO TEX TILE 36 " o MEDIUM YELLOW- 75.1' I9 9-100 28' l9 '2.5' J/M GERARD HAS PREPARED A TREE PLANTING SCHEDULE. SEE MIRA F1 14 0 N BA CKFIL L �, 2* BROWN SAND FLO-0.o0 3.6 f17, lo0 3.6" THE SCHEDULE FOR SIZES. SPA CING AND SPECIES. - - • " �, l72" � LIGHTING SCHEDULE - - GREEN (4) WALL-MOUNT VGR2C 70M SHIELDED GATEWAY 70-WATT LAMPS. 4" PERF PVC , ' BACKHOE EXCAVATIONS MEDIUM/COARSE I SPACE M (3) WASHINGTON POSTLITE WA/75MVOOX4X6 150 WATT DELUXE MV. MARCH 22. 1988 LT. BROWN SAND + c,&g4 5'- WIDE WALK /6 4*-HIGH SCE (6) KAD /75M R3 175-WA TT METAL HALIDE POST-MTD LAMPS. GRADED GRAVEL 24 " SLOPE SIDEWALK 3x MIN. OR CRUSHED S T ONE 6 TO DRAIN TO DRYWELLS N/F PARKING REQUIREMENTS IN DRIVE WAY. /5 C��1 A G� pq� r�/� THE ICE CREAM IS COMPARABLE TO A CONVENIENCE STORE. I LAMP THE REQUIREMEN T lS /933 / 150 - l3 SPACES. PART-SECTION THR 0 UGH 41' 6' 6' 6' l0' 8 /4 + 98.36 PrzE LEGEND TRENCH ABSORPTION S YS TEM COARSE SAND W/ ® CB-A LAtV EX/STING GRADES SHOWN UNDERLINED + 98.88 NTS NO EVIDENCE OF MOTTLING SOME GRAVEL 7 GRA TE l3 PRECAST OP OR GROUNDWATER FOUND Io� + 98.64 9s.so WHEEL stop FINISHED GRADES IN RECTANGLES 100.0 �W 6 /2 z 5 // 16 PARKING SPACES MARCH 22. 1988 SOIL L 0 G �2 I 10'x l8' TYP HANDICAP SIGNAGE SOIL INVEST/GAT/ON BY STABILIZED PERCOLATION RATE ww :I: :1: :I: :I: LAAF 100.00 FRANK D. WALTER, P.E. I' DROP PER MIN _ 42 A BLUE/WHITE HANDICAP SIGN SHALL BE PLACED AT THE FRONT OF N�p< <� + �'� 4 EACH HANDICAP PARKING SPACE. THE WALK AREA BETWEEN H/C �'� GRADE PIS PARKING SPACES SHALL HAVE A -NO PARKING' SIGN. t: :I: :I: :I: ? _ I '� O� N I/ GRADE l?•PERF ADS /00 IWV DAFFLE m . • •. t. -_ COVERS OF EXISTING SEPTIC TANK SHALL EXISTING pVC p Ix - ©B 2 "' ' . .-BE LIFTED FOR INSPECTION OF INLET AND /,000-GAL a3 "'OUTLET BAFFLES. REPAIR /F DAMAGED. SEPTIC TK I I � '''�D °� '�"�"G01' R SH ROCK ii �2CU CRUSHED F'QE rw GRADE I...- J I • 5'- WIDE WAL I O LAMP amincnF s-ss% 7 1/2 I • . 3 ° + POE I + � N.D. TE S E� FABRIC ENVELOPE M 2 9884 Z P1ClVlC AREA TO BE �" OE MIRAFI' 140-0 ' DAFFLE LAMS . J VEGETATED 2AWNJ ,' : ' ::'• d` - I ZO NITIAL DAGKFILL i2m v k Sawa" PARKNS"WCM O ;�; INSTALL ABSORPT/ON TRENCH (SEE ��•� I_j � ��GOVNR ,r : . . er N DGMSTEiP •! I M ti W W C� 2 cWi (O DETA/LJ AS REOUlRED TO INTERCEPT aEa�xrzE e'EOUAWER ;. - •-. , �m� e W e No :: �Y Z - �' ANY RUNOFF FROM HESS LANDS. °N'QO°F ° �� 32• �j. HAUNGHING • • , p PAAyrwG GRU5HED ROCK OR ••' �yy Wy kU� a ®CB-B4 2 0 a v W C- v�RA/' GRA TE W WASHED STONE 'sr DEDDING 0?a71/SI D PRECAST DIST. 60X I 98.75 a O Roar • Wt 30' PAD th ( i•' 6' 4' 6' r 24' MIN. UTILITY + 03 E \ I + � m 100 FTG RING FTG RING \VI 39* PIPE BEDDING DETAIL ABS. TRENCH DETAIL POL �O NT5 NT5 5•- ME CROSS-WALK �O) ERYWELLS.' CB-A and CB-8 coocER 100.2. - HESS OIL CMo NTS 31.5' E-A TORMN EXISTING wcAW HOUSE .. . I O FOO TPR/NT 1 IIN. FL. c /2 - 4'- MGH MITE W PCKET � CONDITIONS OF J125/ FS l00 0 3 �9 PPR O V A L GM 31 k l00.00 /8'4 " /0'0" WAWIDE l00 O 2/ - - .. CONDI TION I. (4) WALL-MOUNT VGR2C 70M SHIELDED GA TEWA Y 70-WA T T LAMPS. 2 GRAEE 7.p" .O" �lL I rFw •... t v J CJ o o � WALL CONDITION 4. l3) WA SH/NG T ON P T Wr_� ? ( • c „ LAMP OS LI TE WA175MVOOX4X6 /50 WATT DELUXE MV. BAWIDE LK a q o o W W ( % 4 NwCTORiA I COOLER cb O _ N _ W�W � (� - LAMP ZO /2' BS TRENCH 0 S r + � L `✓j 'J y LAIi GRATE p,/ PERF ADS .. # UTILITY W��, I : EXISTMG 9e.90 I N U1 pCLE 3 4' - WA •�- .°0.I cuRe 'O 6*0* .......... I 6• 99.00 d�• 40 16 • O Q� I~T-7 WALL o '' J 143.67' EXISTING LAMP � FAUN MAN 4'LEI!LAN" -""` CLHPB HO USE W WK LArM� 1LOIF/OM ft TRAM4/�ION-MAX. D.L . ' . . U '�) ITE FLAN R - 15' TYP SLOPE�ON It GR, ELEV. 9d.d0® = e • GAS MAC WALL FF IO2.25 v v . . . PRNDE HANDICAP TRANSITIONS AND 4' x 4' LEVEL L AOVGS IN STREET SIDEWALK BOTH SIDES OF THE N FIN. FL . LAMP = C/L . . O"AY ENTRANCE. SLOPE TRANSITION / ON /2 MAX. IZ1,1 SE! NYSDOT DETAIL SHEET M608-3R2. 2002. IO2.25 W ) QLJAFE . . WOOD N � . VIC/ TOFIA CORINTH ROAD tIMM C/L OF ROAD MaiI/�/ STREET WALL DECK " LAMP \ J• L. KELLEY ENT 3l•0 21. . . . EI\ �I� ����� �N�. - m AortowAac wn►+ar SUBBA SE I HD PA VEMENT CONS TRUC TION FOR DR/VEWA Y FLARE 'D�TM a`��� � � � . . • . . BETWEEN .-XE OF ROAD PAVEMENT AND R-O-W LINE SHALL BE. •• Q � EXCA VA TI A S REQ UIRED A ND PL A CE 6 INCHES SEL EC T GRA NUL A R •, 87 MAIN STREET MA TER/AL'NYSDOT 304.05. TYPE 4) COMPACT TO MAX. DENSITY: 2.5 INCHE OF DENSEL Y-COMPACTED BINDER (NYSDOT • o QUEENSBURY N W SCALE r 20• E YORK 12604 l.5 /NCHESiDENSEL Y-COMPACTED FINE TOP (NYSDOT TYPE 6)3J ` ^' DEGEMBER 2002 �0 3� 1 . RECEIVED DE TAIL - HOUSE ADDITIONS � FEBRUARY 2003 • SGUDDER A550GWTE5 MARGH 2O03 r GON5UL.TING ENGINEER5 JUN 1- 2 2003 /" °' /0 Skims' 13 MAY 03-APPROVAL .- P.O. BOX 7q2 GONDITIDNS TOWN Cc Q jEENSBURY Crir�S K SCU30ER GLEN5 FALLS, NEW YORK 12601 BU�G� � D C� 27 MAY 03-TRENCH - _ TEL 518 / 7013-1475 AD501ZPTION 5Y5TEM 06 \JUNE 03-TRENCH AB5ORPTION 5Y5TEM M\TN66\KELLY-FF PRNTEO Ob-Oq-O3