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2001-469 Stewart's Ice Cream Co., Inc 10* TOWN OF QUEENSBURYIt° , 1.2 T ` 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010469 Application Number: A20010469 Tax Map No: 523400-309-013-0002-025-000-0000 Permission is hereby granted to: STEWARTS ICE CREAM CO INC For property located-at: 221 CORINTH Rd 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: FRANK PARILLO Sign 215 BALLARD Rd GANSEVOORT,NY 12831 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency Plans &Specifications 2001-469 STEWARTS ICE CREAM CO, INC. Correction: :application is for 1 freestanding sign at 50 sq. ft. and 1 wall sign at 21 sq. ft. (8/23/2001 sh) location: corner of Corinth Road and Big Bay Road; see file for specific details. $142.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Friday, July 06, 2001 (If a longer period is required, an application for an extension must be made to the code Enforcement Officer Dated at the Town o Quee bu F 'day 1 . 06, 2001 SIGNED BY yr° for the Town of Queensbury. Director of Building&Co.e Enforcement TOWN OF QUEENSBURY ..filh, VW742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010469 Application Number: A20010469 Tax Map No: 523400-309-013-0002-025-000-0000 Permission is hereby granted to: STEWARTS ICE CREAM CO INC For property iqc ted at: 221 CORINTH Rd in the Town of Queensbury, to construct or place at the above location'in accordance with application together with plot plan another information hereto filed and approved and in smpliance with the NYS Uniform Building Codes d the Queensbury Zoning Ordinance. Type o f/Construction Value Owner Address: F `PARILLO 215 B ARD Rd Sign' e GANSEV O �T,NY 12831 j/t Va lu Contractor or Builder's Name/ Address ': '' Electrical Inspection Agency // / . r .rr \\ Plans &Specifications/ \\ , 2001-469 ST �,�RTS ICE CREAM CO,INC. 71 SQ FT SIG 'AS PER PLOT PLAN SPECIFICATION , e0),' s P, $142.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Saturday, u1y 06,2002 (If a longer period is required,an application for an extension must be made to the code Enforcement fficer of the Town of Queensbury before the expiration date.) Dated at the')' f Que sbury; F iday,July 06,2001 SIGNED BY 4 for the Town of Queensbury. Director of Buildin &C.':e Enforcement FILE No:484 66i29 '41 AM 08:22 ID:TOWN OF QUEENSBURY FAQ{:518 745 .4437 PAGE 2 ' ,. 1_ ii .! : TOWN OF L' N- Ry Fee Paid: 1 ` C Q, .... �,,� Q ,�Ec 513�7 742 Bay Road, Queensbury, NY 12804 Approved By: �� /� (518) 761-82.56 Permit #{.). 2- '- -1 CI SIGN. PERMIT APPLICATION THE FOLLOWING INFORMATION- IS REQUIRED: RECEIVED 1. Detailed drawing or photo Of sign. $"e 1 t cry 'l "7 AN 2 9 210 2. Plot plan of location of sign. • it :r ►r /Tp�y 1 3. Written consent of the owner of the building or land. in.- Qg4C OWNER OF PPERTY ) ,,e-,1[.;f: / Ge' Co ( -' - E ADDRESS ,W Q 6 0 K _ GV6, rnaS S'eA-- TEL. For/ /.Lc/ x 2--((3 NAME OF APPLICANT 3-6 . - of 2_45r- ADDRESS � A ' / 216, ({, TEL. BUSINESS NAME IF DIFFERENT: Jrtrf,t . __11 . TYPE AND LOCATION Check What Applies: Existing _- Permanent Projecting Sign Temporary Mon.7cgnforn q Exlsting . - Free-Stand�g _ Hall __New tr:— LQnation: Tax Mau Number/ 3 6' / - 9"- / - f- 2 / o ii / 2_ Address 2 f r, ,,.ate,. ge Proposed SatbaCks from Property Line (front) L_1 (side)/ c If sign is to be illuminated. please chdck appropriate box: Internal ( , External (. ), Indecent ( ) , Neon ( ), Other ( )r 0, ' 3 f r Size of Sign: Width ft. Length 7 ft. $^o s. . '7 / >e 3 P - I Avir.,7.: SC5 Total Square Footage: Sign Copy: vQf LA,cL�, L,G„ � Color and Ma eeri ::, Be/Used: 5 � ,i1 ?- Color u.e _s..FQ f� ( nG-.,c_ . Signature: (X- ice t!,' l/,e . Circe e: icant, nor c niiractor or agent. I HEREBY AUTHORIZE APPLICA TO P CE A SIGN ON NY PROPERTY OR BUI(,DING. / . Signature of Property Cooler: - N J 4,li ke 6,4_6 %e'' ORIGINAL-Office Copy COPY-Applicant - ZO'd 2Z:OI TO, 6Z I . 6OZTT8S8TS:XP3 03 141=13d3 30I S i 1 Id1131S `t t ,I +r:'' v Y n a�. 3 k t i3 - II Il �. • BARD uNlt ; �,{ (BEt6E), t, ' • • ,` , t E , 4.z : WEST -8 . • 1 #••-1 60'-0" 1 . M • C MULTI—PRODUCT co DISPENSER (MPD) lit II 10')(3' • . INCRETE LANDS l I i 1 • CANOPY . FRONT ELEVATION • • • ti • m3 d twji ;?� . •�1„f � Y)� .1e{d 'FUTURE : RENTAL . . — . , 0 -� ESfi� LOGO YT . µ. .� .SIZE:. � ssQ DE` Ea . • • SIGN: INTE tAILY I VMINATED WITH FLUESCEN LIGHTING tz - _ > f - `WHIT S } E STA f " ,i. :bj 0 p'r hkiel ke" ED STD GOAD � FEENSIR I rarrsrraellv--.rear�rri�uusiO�r�llu�N�/�rl���....... ►` - -wsni-i"ammu�sessaw��i .rwwor/.arNlrr/raw/; naawao.- -\rrw//u/rowrea.rrruwsuar.uwoo - wwuo_/aauarr. aarrrr.aauaarar ourrar s ' re�wurrrarrae.wsuar/..oreun� / '+ ..�uaruwurrrrr/r �aa. .s0/a.' i' sass.._, !. prOarwriwrOewwrru.arr.ar I '� w..rOBfwrrprwa. worsw..00rN.r/ -e.siar/Nta.ri. Iwo aaar.r/ails"..♦ :r.� 'rlaris/r/i■faw"./..� irrs/ar.a'00....... .... i.�. irasr./rwrrrwar„.owwr■:aa �ar.rr.u/raa. \rrwrrrf■rr' ,\/.sews.".rra/r. ]ri.aRZ - -s//ores t......O....• uer�uir�usiA�ewirluuruu�r.�ri�r/aa/tar/irrfrrri�rpw.r�f��.weia��wi�.�r.�s.�rr./a«s�rliwgawr� rrra.aw.o• � �-. 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'r ...rrr...64, .iesu/art.rfwesaarrr/w../uwee.aeraerfr.r/rr■ a.............. otter.rrr.rwrwsruwur.rwrr.ure..r.mi ► .0"N.Aft :.... �.irrwrfi�+a-M.i�iwi�a.w.awasa.r r _ pf%wo 6I41:M: s S-3 US 9M 4 S-4 SEPTIC SY917EM DETAII 5 A-1 BUILDING PLANS -. b A-2 BUILDING PLANS 7 A-3 BUILDING SECTIONS S A-4 BUILDM DETAILS 9 G-1 NEW TANK INSTALLATI, 0 G-2 CANOPY DETAILS P �d AMOCO FILTER FABRIC #4545 OR APPROVED EQUAL MANHOLE FRAME & COVER /1302A BY SYRACUSE CASTINGS 3"TOPSOIL BAC FILL OR APPROVED EQUAL AND SEED (SEE NOTE BELOW) jPRECAST CONC. E RING OBASINS 4' E -.- 2U. 4" D _ O PERF. PVC 10 20' v�finyii�v /3 CRUSHED OR UNDISTURBED ROUND STONE SUBGRADE NOTES: I. ALL BACKFILL SHAD" CONFORM TO SECTION 200 OF THE N.Y.S.D.O.T. STANDARD SPECIFICATIONS. COMPACT 6" LIFTS MAX. 2. ALL EXCAVATION AND TRENCHING SHALL MEET OSHA RECAAREMENTS AND ALL STATE AND LOCAL SAFETY REGULATIONS. INFILTRATION BASIN DETAIL SCALE: NONE CROSS REFERENCE: PLAN CORINTH ROAD S85' 11 '26"E 238,00' I $ I �l 3.52 ACRES N I TAX MAP NO.'S 136-1-9.1 Q 136-1-9.2 0 136-1-10 o I _ 136-1-11) 136-1-12 11 N OI Q N m C� N85'03'06"W 149.94' m LANDS N/F OF ~O PROUTY & STEWART 1134/243 OtI LANDS N OF GIL I I 510/393 f (ANDS N- __,F 6711�/r8v9r+7 y I LANDSNORN F OF I • I 671/697 LANDS N/F OF I 11TR"/197 I I LANDS N/F OF S6C/11 /6666E I I I -- LA7= OF 643/4" I I I I - TO BE DESIGNATED IN THE DEED FOR I LANDCSARNf/EF OF NO DEVELOPMENT I 574/976 I I LAWN F ofKAMEI 618/85.3 I i LANDS N/F of I c995/7L14E OD L0I zl �r1 0 I LAN /F OFLL i I I L9.�4444/�68 i N85' 1 1'40"W - - 88.00' BOUNDARY MAP 1 "---,100' BENCHMARK TOP NUT ON HYO ELEV-100.48 HYD RHODE ISLAND AVE. BENCHMARK NAIL IN POLE ELEV-100.00 © I CS FRAME O 97. 15 / INn�TRRAAnON 10 DPE ! PIPE 0 IB I TF 96.90 ® �E ® I I �® CB I► V 994225 ' 6Q ( ® • 0 0 >AbI 06 0 0 .............................. T WING CURB p TF-98.10 / D4 : TF 7.00 INV-95.00 �............... .. INV 3.50 z BUILDING SETBACKLINE = -P° 90y / 20' x 60' ................... ® ( W CANOPY ON 26'x6, CONC. P ...... 7S' ................ 5 6"PVC /4X6 ci W REDUCER I /...............................: I INV- 99.0D2 97.00 .......................f ... ®® 4"PERF. PICNIC TABLE 1 2 3 4 / CANOPY LIGHTS kZy I /9s5 320 WATT SCOTSDALE M � 5'02'� CONC. SHIELDED ALL 4 51DES� U COMP. PAD _ _ Q (6) TOTAL / I I ® I I I L _ CONC. TANK PAD ►- 1 �- FUEL STORAGE TANKS 2 4000 GAL ®I I o / I / _ _ 1I e000 GAL. J L ® ® LANDS N/F OF 45" �� LIMITS OF �5\ 0 AIKENS 0'4' -:.� I co � ILLUMINATION I +40 D3 378/278 DELIVERY 3:1t FOOTCANIXE ` SOIL DATA: SOIL DATA OBTAINED BY C. BOYEA STEWART'S ICE CREAM CO. 12/5/0 P1 - STABILIZED RATE - 1 " / MI DEEP HOLES: �01 0"-6" TOPSOIL 6"-24" YELLOW SAND 24"-8' CLEAN MEDIUM GRANULAR SAND D2 0"-8" TOPSOIL 8"-24" YELLOW SAND 24"-9.5' CLEAN MEDIUM GRANULAR SAND D3 0"-6" TOPSOIL 6"-24" YELLOW SAND 24"-8.5' CLEAN MEDIUM GRANULAR SAND 10� 1�140 4' FILL SAND (BASEMENT) BURIED DEMO SEPTIC DESIGN CALCULATIONS: - 1 MIN. PERK APPLICATION RATE-0.9 - STEWARTS FLOW= 400GPD - RENTAL FLOW- 0.1 GPD/SF- 0.1GPD/2000SF- 200GPD - 600GPD/0.9GPD/SF-667 SF - 667SF/2' (TRENCH) - 334LF 6 AT 60 = 36OLF STEWARTS ONLY: - 400GPD/0.9GPD/SF-445 SF - 445SF/2' (TRENCH) -223LF 4 AT 60 = 24OLF CORINTH ROAD o� 98 S 22.5' 30' INGRESS/EGRESS 20.0' _` SUBSURFACE FREE- PADS STANDING G �- \ APPROX. LOC. GAS AWN �� �-- �� SIGN NEW U.G. ELEC. - - - & TELE. SERVICE - - - - 99.0-- - 1 97.5 5 POLE BASINLIGHT (IB) N W '69.7'-1O"HDPE A H P I1.1x--- ($ TF=96.90 I10-93.50 ) INFILTRATION RETENTION AREA IB TF-96.90 PAD w/ 40AS W In N I 175 WATT MH / / - - f .... RAMPS ........... METER ONO 0 TOTAL TB 97.40 LIGHT / / c� • I ► ELEC p II I 4 PERF. INV-94.35 POLE / W BLOCK I 1 METER D_ X U- r" U/D GARAGE f I _...� .._ .......... �+ o I DUMPSTER I n- L_ . N ENCLOSURE I 154' ASPWAI T DRwE a / Q OLLARD \ `� I ODa) • � L S I _ X - I Y'n 10 GAL i 3/4" W TYPE "K" COPPER `D W Q0 GRQASE T P W W WATER SERWE W ....................................... D Nc i EXISTING \ � 1000 GAL /� . �._ _: .'yiBMRAGE TO BE I DWELLING SEPTIC TANK ; : ... . ........................... Mm 4" .I. " ; :;..., .. REMOVED ��� _.:_... W O Q _ I P..... ... ........ 32 I g 0 CO ,. :�• CNI a- x Z ,gyp N. ,s lei Lj .............................. s a . Lfi i! . !1i CB ( ^p• ^3� . I 1 E TF-98.50 =a•3 in I \ N ............................ IN V-94 >•••:' 85 �....: .. Zg .:•, �OCr 99.0 PAD 10 15 z .................................... ........... 't... �?mrt.:- : 2 TIE INTO EX. WATER A 1 . \.............................. :.:_. ��,•: 2� SERVICE, TYPE, SIZE / I AND CONDITION TO ti0 BE VERIFIED PRIOR io TO CONSTRUCTION .0 © / I CB \ ,/ TF-98.40 INV=96.00 •••� - - - ._ - - �- �' i \ LANDS N/F OF I i 15 i,..~115 17 18 2� zl3 :` za 30 PROUTY & STEWART i 1134/243 ELZAB..................................................... I FILTER 0 'f� V ............................s.............. I I I DIST1 I ._ I 1 IBOXI 1 I P11 1 1 41 1 z: I � I i PROPOSED W SEPTIC 1 I 1 I I /, SYSTEM 1 v I I I +` rr y 1 I o �yt� I LiI O 1 I` P I 2 2 2 CORINTH ROAD -} 1 ea I I I C i f CO. ROAD 28 :. ^..•; -. I 1 I I taJ w ` t I I I I ®� I I I 1 I N O� ALTERATIONS }TO-FitS� DOCUMENT BY 3 TRAFFIC MAINTENANCE PLAN LICEOTHER NSED THAN AN AUTHORIZED INEER �-2SCALE: NONE IS ILLEGAL AND A VIOLATION OF CROSS REFERENCE: PLAN I THE NEW YORK STATE EDUCATION LAW I 1 SM MAC NYS MU1C0 NO. WE INN. NO. S IM REO'D 011-2 C 3 w6-1 C 9 LANDS TO BE CONVEYED BY PARILLO TO STEWARTS SHOPS, INC. 3.53f ACRES LANDSCAPING QUANTITY NAME PLANT SIZE 10 BLUE CHIP JUNIPER 12"-18" 1 BLUE SPRUCE 4'-5' 8 RED LEAF BARBERRY 18"-24" f<j ��®✓✓-+-- 4 WASHINGTON HAWTHORN 2-1/2"CAL. ' 9 BURNING BUSH 18"-24" �( 2 SERVICE BERRY 2-1/2-CAL. f • ? 5 JAQUMONTI BIRCH 2-1/2-CAL. 2 JAPANESE ZELKOVA 2-1/2"CAL. + 12 GOLDMOUND SPRIER 18"-24" 1 ASH FRAXINUS AMERICANA 2-1/2"CAL. 0 5 ANDORA JUNIPER 18"-24" 5 AMERICAN ARBORVITAE 4'-5' CR-15 ZONING TOWN OF QUEENSBURY (:uMMEK(; AL USE: REQUIRED PROPOSED LOT AREA 1 ACRE 1.81t ACRE LOT WIDTH 100' 238' LOT DEPTH 120' 1,272• BUILDING FRONT SETBACK (NORTH) 75' 140' BUILDING FRONT SETBACK (EAST) 75' 154' CANOPY FRONT SETBACK (NORTH/EAST) 75' 75' REAR SETBACK (WEST) 25' 45' REAR SETBACK ° SOUTH) 25' 25' PERCENT OF LOT PERMEABLE 30% MIN. 47X BUILDING HEIGHT 40' MAX. 15 FEET ' SIGN HEIGHT - 12 FEET STEWART'S BUILDING SIGN - 1 O 21 SQ FT EA RENTAL BUILDING SIGN - 1 O 20 SO. FT. EA. FREE-STANDING SIGN - 1 O 56 SO. FT. EA, TOTAL SIGNAGE - 97 SQ. FT PARKING 12 (32 FUTURE) 15 (42 FUTURE) STEWARTS - SF- 12 RETAIL 5/1000 - 1 100 SF- 20 • EXISTING PROPOSED SITE USEAGE DATA SITE USEAGE DATA GREENSPACE 76,435 SO. FT. 97% GREENSPACE 40,030 SQ. FT. 50X BUILDING 1,358 SO. FT. 2% BUILDING 4,378 SQ. FT. 6X PAVEMENT 986 SQ. FT. 1% CONCREW 3,006 SO, FT. 4% PAVEME 31,365 SQ. FT. 40% EP ES COMI'M RD. 2't 10' - N.Y.S.D.O.T. PAVEMENT SPEC. VARIES WHITE SEE PLAN UNE FOR GRADES-- STEWART'S PARKING LOT EX VEMENT Psue y AM 1-1 /2" TYPE 7 ASPHALT CONCRETE 1 SAW CUT & TACK COAT TOP COURSE, ITEM 403.18 FULL PAVEMENT DEPTH ITEMS O>l502.5014 & 4" TYPE 3 ASPHALT CONCRETE 407.0101 BINDER COURSE, ITEM 403.13 (2) - 3" LIFTS 12" TYPE 2 GRAVEL SUBBASE ITEM 304.03 DIRECT CO. PERMIT QUESTIONS TO WAORGE "'O. DPW " WARREN CO. DPW CORINTH R0, 623-4141 2 DRIVEWAY SECTION NONE �-2SCALE: CROSS REFERENCE: PLAN ` 2" TYPE 3 ASPHALT CONCRETE BINDER COURSE, ITEM 403.13 6" TYPE 2 GRAVEL SUBBASE ITEM 304.03 PHASE 1 - ONLY JW S' • ZOO store name, abbreviation & no.. WEST GLENS FALLS - WGFQ . - 374. 00 site location CORINTH RD. & BIG BAY RD. - QUEENSBURY, N.Y. date REVISIONS 3/13/01 GRADES, CO. DPW COMMENTS 3 27101 ENGINEERS COMMENTS /9/01 LAND CONVEYANCE ADDED, SITE DATA REVISED 5/23/01 SIDEWALK, HANDICAP PARKING SPACE ADDED 6/22/01 LANDSCAPING INCREASED, PLANTERS AT BLDG., COMPRESSOR PAD, PHASE ONE PAVEMENT SHOWN, U.D. ADDED Drawn by: JRG Scale: 1 "= 20' Date: 1 /2 4/01 P.O. Box 435 Engineer: Saratoga Springs, NY 12866 tel. (518)581-1200 fax (518)581-1209 'title: drawing no. SITE PLAN S-2 10