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2006-404 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060404 Application Number. A20060404 Tax Map No: 523400-302-008-0001-013-000-0000 Permission is hereby granted to: E&T O'CONNOR For property located at: 322 BAY 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. Tvue of Construction Value Owner Address: JAMES &GLADYS BROWER TRU 121 POTTER Rd Demolition GANSEVOORT,NY 12831-1011 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2006-404(BACK BUILDING) DEMOLITION OF 40 X 20 RESIDENCE AND 16 X 20 SHED $20.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,June 26,2007 (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 of nsb ,� *,-Sffne 26,2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ------ �. �JI OFFICE USE ONLY TAX MAF N0._. PERMIT N0. �_ FEE PAID' '4 r� „ Permission is hereby granted to the above named Applicant to demclisn the buildings) JUN A t n06 described herein as set forth in the Application below. ; 'sviy DING-J Director of Building&Codes Date AND CCC'r)�= APPLICATION FOR DEMOLITION PERMIT. Fill in applicable spaces and submit two(2) plot plans, drawn to scale, showing lot boundaries with dimensions and adjacent roads/streets. Show all existing structures on the property and indicate which are to be demolished. Indicate on the plot plan the location of all utilities. APPLICANT/BUILDER: _ ti T 01 Con�Na e �n�t OWNER:_ Eba e&- i-i L. ADDRESS: O.lio)e 377 (5:tE Al FALLS "Y ADDRESS: s�uSgN ,��i Ave PHONE NOS._ �',5/T)7,?a- Q0 9D PHONE: S/8 4SCo- lot o PERSON RESPONSIBLE FOR WORK: SGoTT�,)WE PHONE: (SI 9) 361 3 1(.9 LOCATION OF DEMOLITION: 3 yZ /3qy ROAD $acic WHERE WILL DEMOLITION MATERIAL BE DISPOSED? 14112A_y1 II at.t.uw_ ke— ,..,=,i, -LA roJ ASBESTOS INFORMATION: / ✓ Is there any asbestos within the building to be demolished? YES ✓ NO ✓ If YES,our office needs the following information: o Name of firm removing the asbestos: b o License number of firm:_ q"10 �y 2 �'KYRHIG 'ro Cl'CY oa laut3uanc o Indicate where the asbestos material will be disposed:hlONf Pct hilt r� uac,sTe -r, -rgw1 NOTE:A copy of Asbestos Removal Resort must be filed with our office before demolition begins. STRUCTURE INFORMATION: ✓ Indicate which structures)will be demolished: RESIDENCE ✓ GARAGE_ BUSINESS_ STORAGE BLDG._ y1 OTHER ✓ Size of structure: 40 X 7-o STORAGE - 14zp' x 7—p , ✓ Number of stories: 7 ✓ Foundation type: FULL CELLAR CRAWL SPACE SLAB ✓ ✓ Foundation: WILL BE REPLACED WILL NOT BE REPLACED v ✓ Structures(s): WILL BE REPLACED WILL NOT BE REPLACED +/ UTILITIES INFORMATION: ✓ Indicate utilities for this structure: GAS ELECTRIC Ii PROPANE PUBLIC WATER ONSITE WELL-WATER PUMP_-_ 1/ PUBLIC SEWER r/ Have you notified the Town Water Dept.for public water and public sewer disconnect? YES✓ NO Have all utilities been disconnected: YES✓ NO _ /�---- --- QUESTIONS? CALL 7616256 OR EMAIL (/ codes(u?pueensburv.net \ VISIT OUR WEBSITE FOR MORE INFORMATION www.pueensbury net SIG ATURE OF APPLICANT \_�`_ �; Towyl of Queensbury• Cbrnrn m7ty Development OtKcc a 712 Pay Road, Q)iwensbur7y, 'x'),'12804 - „I p. I , a.,.... �_.... I ALI II t ASPHALT C -�_ �� S85 2 35'l RF ' J 82.535• IPF - r 0b , Lli - HW OHW NM GOA R �15/' C �S8 2 E ` IRF ADS RF ® ® .�.,�� ® ..� eilleill �V MOE i w n aiA�lOfr -� sem" ,3• o ss rx 'O Oc.e. S9TO BER MOVED ER TOW I STD Oy4 OyV BM R.R.SPIKE IN U.POLE-317.54' 4i�z �TkA �r y wv i / uN OF QUEENSBURY L LDING., c` IEWEDl`_\-�N,LANDS N 'I C KONCIKOWSKI ! \B A- E. 2�,• G� �'� 5 STING BUILDING TO BE c s REMOVED ALONG WITH RELATED UTILITIES, INCLUDING SUSPECTED ON-SITE SEPTIC SYSTEMS 1�ASPHALT oAl - TION OTE #13) 3) ��\ Wil - - - t ; - 315 3' F� L42.1 (•, I PARCEL A ' 7 S b ww d N g (SI - DI T 5' 40.2' 1a r � � 1"RESIDETdT1Al '� I �11VtSTORY .,. / ..315 � ,CONICRETE 81.00w -EXISTING WOODED AREA ao . / "i 315,1 .• i P!7 -� s Pre• 4.S i WETLANDMOVED TO THE S / I TO BE RE IPROPERTY UNE ` A201 I LANDS N/F OF STING TREES `_� 1 I M.T. MINOGUE INC. IPF I TO B, RQAOVED \_I - I 3 nO WETLANDS WOODED / AREA I m �DEELY Ile / I- ►4 c4t��raT� 1• O � I I A REA /Do / \ • _® IP ., ` STING REMOVE% // // C� AZA (/ / J // < \ �.\ J ► L. _ 584'4210 E_ / / \ / / _ ® / / / / / / I �¢ C�WY l IPF 97'. STING SHED /CLEAR EXISTING WOODS _ BMTO BE REMOVED / / AS REQUIRED FOR N R.R. SPIKE IN / / Alf / l s / / PROPOSED CONSTRUCTION \ 24' WHITE PFNE / / / / I i' 20.0' 89.3' TREES STIN SBENREMOVE75 D OF\\ ®31378' ABANDONED I° Al / / WOODED NK +®-BE-MOVED / AREA j 1 / / / / / EXISTI olwo ED AREA / ^r'TON NOTE /131 / / / / / C TO 8 REMOVED TO THE / VEL AWVE y �} bA(T SURFACE 8 1 Sn ENTON®T REMOVED STING BtI, IN T RREMOVEDA A 1, `IG IMT UTILITIES, II :;U IG -ONSITE SI 'LIC YS (SEE 5E DI ',ON NO STING TREES \ / / PARCEL B - / / .---31 W, PROP TY UNE TO BE REMOVED 1 J / / / SING WOODED AREA' 0 / AWLf - ( l TO BE REMOVED TO THE PAWL A 1 i 111% � I I 1 / / PROPERTY UNE �� � /' w / \ I 1 / /- / to / \ M // I IPF «•-•- 111.9' fA23 / / e - / o \ old / STING FIREPLACE \ i; / / ( \ \ // / p r / Z TO SE REMOVED \ / ' kfa p`� / n 0 00 310 BE /// / RELATED / / l / / \ v -0 / WOODED 821 JJSPECTED / / / /! // AREAMS STING WOODED AREA // i/ , 0 e. WQfjDED - - - / TO BE REMOVED TO THE I I \ PA ASP T TC''_T I I / - - - J le,REA- PROPERTY UNE /R REMOVED i" / / - 7-I-�� •}• T c0i, I STING GRAVEL STING GAR l+'15 I N 01 HEAD 1 \ REMOVED DRIVE TO BE TO BE REMOl 11" I ® a / I / / WOODED /® \ / I \ \ e3 IREM T BEI w ---- // �BENREMOVED \ �� AREA - :o W I, .. _ 50K' �a"Tirlt,8Uiu7l bT B �. I I � 0 � .,.,. ,.,. ... ,\- _ LANDS N F:. OF a REMOVED AL G WITH RELATED�HARRON CABLEMSION 1 I Z I UTILITIES, INCLUDING SUSPECTED✓ I v I / A+9 1 / 1I / B70 \ I 1 I SEE ON-SITE E SEPTIC SYSTEMS / / // / '� / / EXISTING WOODED AREA j // Bf OF NEW YORK, INC.' 1 ( /Al5 - - / / / VEEDD I - cman slum REVOOMAL ! STING BARN , (- - - / HERR Y UN TO THE STOERYWO r( TO BE REMOVE/ k �I 1p I c G I -p-gam \\ PARCEL C {- - Ale I 1 I tEtS16EN11AL +•:a; //� l ED ` STING SHED i TO"BE.REMOVE[y ( `- I I 2 STORY WOOD , S. " ' / Al / PROPOSED SILT FENCE I FRAM �IgmlI I S11NC BARN // �` / LIMITS OF DISTURBANCE 1 1 © rr ntcp�� / TO BE REMOVED / WOODED \ ( pS STINGLUS,I 0 E / 1 AREA 1 I �. ORIVE TO P _Y0 a--- 1"I ear WATER SER CE STI TREES c • • .b =r.- -a `-- S ' \Y / , t TO BE REM VED / TOOVED \ / ' '_,,: \PER TOWN TD -( ) /`; 0 �\ \ / / / �, i I ( BARN � f �SEIITREES TO // l Bl2F vtI n /, ,••V j. 3 BE REMOVED WHERE / It 0 / - o W.4e'/Cato" 't SECTION dF EXISTING / v rwn .,s / / 12' CMP P(RING TO BE - �' LOCATED ON SITE of 1 "« / REMOVED. CIDORDINATE / rrN,RO ® �P 8 1 Pk. WITH SHEETP SPa c o _ ® N LEGEND: -ataWf I �'y15 ANS SP8 / o .,� ®® ❑ ro iY" n -. - -- -1 \ (� REMOVE EXISTING TREE J \ GAS� u ��,_ -,,,, / � _ift�w��°'}\� s,t C� -- - PRE -DEMOLITION NOTES: DEMOLITION NOTES' F ` RY FOR T}iE WORK 8. TEMPORARY DIVERSION MEASURES SIAL" BE LOCATED IN A MANNER THAT WILL MAP NOTES: 1. CONTRACTOR SHALL SURVEY EXISTING CONDITIONS, VERIFY / • 1 C RELATE WITH 9. CONTRACTOR SHALL PROMPTLY DISPOSE OF DEBRIS RESULTING FROM DEMOLITION. DO NOT 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS NECESSARY ASSURE THAT THE AREA TRIBUTARY TO EACH DIVERSION DOES NOT EXCEED FIVE I. A PRE -DEMOLITION ACM/ENVIRONMENTAL REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECT Y .:D MOLTION ALLOW SAID DEBRIS TO ACCUMULATE ON-SITE. DO NOT BURN SAID DEBRIS ON-SITE. OUTLINED HEREIN. SURVEY SHALL BE COMPILED BY THE a (5) ACRES. THESE TEMPORARY DIVERS MI MEASURES SHALL BE 1• UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE REQUIRED. ADDITIONALLY, CORRELATE DEMOLITION LIMITS WIT OUT, UTILITY, AND REPAIRED/STABIL ZED AS NECESSARY TO MINIMIZE EROSION. CONTRACTOR PRIOR TO DEMOLITION AND AS INSPECTED DAILY GRADING AND LANDSCAPE PLANS, 10. CONTRACTOR SHALL TRANSPORT DEMOU71ON DEBRIS OFF OWNERS PROPERTY AND LEGALLY 4. PRIOR TO COMMENCING ANY CLEARING, GRUBBING, EARTHWORK ACTIVITIES, ETC, AT, BEEN D PLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS AND PART OF THE BUILDING PERMIT PROCESS. CR A DISPOSE OF IT AT A LICENSED DISPOSAL FACILITY. THE SITE, THE CONTRACTOR SHALL FLAG THE WORK LIMITS AND SHALL STTR� 9 .'CONTRACTOR SHALL'COMMENCE SITE C( ISTRUCTION ACTIVITIES AS REQUIRED. RECORD DRAWINGS, ,SURFACE FEATURES SUCH AS CATCH BASIN COPY OF SAID SURVEY REPORT SHALL BE EXISTING UTILITIES TO REMAIN I S VICE AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (I.E. SILT FEN RIMS, MANHOLE COVERS, WATER VALVES, GAS VALVES, ETC. 2. CONTRACTOR SHALL MAINTAIN FENCES STABILIZED CONSTRUCTION ENTRANCES, STORM DRAIN 1.ON q 'ISPENSION OF CONSTRUCTION ACTIVITIES WERE LOCATED DURING THE FIELD SURVEY UNLESS NOTED OTHERWISE, FURNISHED TO THE TOWN BUILDING PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOU' I N ERATIONS. 11. CONTRACTOR SHALL BACKFILL ALL OPEN EXCAVATIONS WITH A WELL GRADED SANDY GRAVEL DEPARTMENT. OR SANG AND GRAVEL WITH LESS THAN 10X OF MATERIAL LINER THAN THAT PASSING A /200 PROTECTION/BARRIER 10. ' IMMEDIATELY FOLLOWING COMPLETI SEDIMENT FILTERS, DRAINAGE DITCH SEDIMENT FILTERS, ETC.)• ` TEMPORARY IN ANY PORTION OF THE SITE, PERMANI. IT VEGETATION SHALL BE ESTABLISHED ON ' THERE MAY BE'OTHER UNDERGROUND UTILITIES, THE EXISTENCE 3. CONTRACTOR SHALL CONDUCT DEMOLITION OPERATIONS AND JM, VE DEBRIS IN SIEVE. PLACE SAID MATERIAL IN 12 LIFTS AND COMPACT TO 95X MODIFIED PROCTOR DENSITY. EROSION AND SEDIMENT CONTROL MEASURES MUST BE CONSTRUCTED- STABILIZED,`; ALL EXPOSED SOILS. OF WHICH ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND 2. CONTRACTOR SHALL CONDUCT ALL A MANNER WHICH ENSURES MINIMUM INTERFERENCE WITH SE Gll DEMOLITION AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THEIR TRIBUTARY LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES NECESSARY ACM/ ENVIRONMENTAL OPERATIONS WHERE POSSIBLE THE CONTRACTOR SHALL TR' G0 RESERVE ANY 12. REFER TO PLAN SHEETS SPS, SD3 AND SD4 AND THE STORMWATER POLLUTION PREVENTION AREAS, 11. PRIOR TO FINALIZING CONSTRUCTION OF MUST BE VERIFIED BY; THE APPROPRIATE AUTHORITIES. THE THE STORMWATER DETENTION BASIN, ALL ABATEMENT PRIOR TO DEMOLITION. WORK TO SIGNIFICANT STAND OF TREES. PLAN (SWPPP) PREPARED FOR THE PROJECT FOR SOIL EROSION AND SEDIMENT CONTROL CATCH BASINS AND DRAINAGE LINES S:tLL BE CLEANED OF ALL SILT AND "UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION" MUST BE BE PERFORMED BY QUALIFIED CONTRACTOR IN ACCORDANCE WITH APPLICABLE LOCAL STATE A ER WHICH PREVENTS NOTES THAT PERTAIN TO SITE DEMOLITION. 5. THE. STORMWATER BASIN SE CONTRACTOROR SF1ALL MS ALLOUTNE OUTLET CONTROL ` SEDIMENT. NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION 4. CONTRACTOR SHALL CONDUCT DEMOLITION OPERATIONS IN AN OUTING CONSTRUCTION. TH AND CONSTRUCTION, AND FEDERAL STANDARDS. INJURY TO PERSONS AND DAMAGE TO ADJACENT BUILDINGS ID ACIUTIES TO REMAIN. 13. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL COMPONENTS OF EXISTING SEWAGE S1 UCTURES AND THE EARTHEN BERM. THE BASIN SHALL BE GRADED TO THE TOP 12 .UPON COMPLETION OF SITE CONSTRUCTI N, ACTIVITIES, THE CONTRACTOR SHALL PROVIDE FOR SAFE PASSAGE OF PERSONS AROUND SELECTII' DE OUTION AREA D FOR R MOVA IN FULL COMPLIANCE WITH LOCAL OF THE AQUATIC BENCH AS INDICATED IN THE TYPICAL STORMWATER MANAGEMENT 2. THE EXISTING CONDITIONS SHOWN ARE TAKEN FROM A MAP 3. CONTRACTOR SHALL OBTAIN A PERMIT FROM DISPOSAL (SEPTIC) SYSTEMS, DESIGNATE E L FINALIZE CONSTRUCTION OF THE STORM ITER DETENTION BASIN. CONTRACTOR > ENTITLED 'MAP OF A SURVEY MAGE FOR NIGRO COMPANIES THE WARREN COUNTY DEPARTMENT OF PUBLIC S. CONTRACTOR SHALL USE WATER MIST, TEMPORARY ENCLOSU' S D OTHER SUITABLE STATE AND FEDERAL REGULATIONS AND STANDARDS. BASIN SECTION PRESENTED IN THE PROJECT DRAWINGS. CONTRACTOR SHALL COVER, `. SHALL' FlNISH�GRADE THE FORBAY(S), A, IUATIC BENCHES, AND WET POOL(S), AND TOWN OF QLIEENSBURY, WARREN. COUNTY, NEW YORK DATED WORKS FOR ALL WORK WITHIN THE R.O.W. OF I SPREAD OF DUST AND DIRT, C LOSU A GOVERNING THE PRIMARY INLET OF THE OUTLET CONTROL STRUCTURE WITH AMOCO TYPE, 4545 STABILIZE THEM AS. INDICATED IN THE F tOJECT DRAWINGS. METHODS TO LIMIT THE CONSTRUCTION SEQUENCING OR EQUAL CONSTRUCTION FABRIC TO PREVENT FINES FROM ENTERING THE STORM11 SEPTEMBER 23, 1999 AND PREPARED BY VAN DUSEN ) STEVES LAND SURVEYORS, LLC, LOCATED AT 37 CHESTER BAY ROAD (C.R. �7), ENVIRONMENTAL PROTECTION REGULATIONS. DO NOT USE WA 2 EN IT MAY WATER DISCHARGES FROM THE SITE DAMAGE EXISTING CONSTRUCTION, SUCH AS ICE, FLOODING, , D OLLUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE FOLLOWING , 13. ,UPON ESTABLISHMENT OF PERMANENT \ iGETATIVE COVER ON ALL DISTURBED STREET, GLENS FALLS, N.Y. 4, CONTRACTOR SHALL COORDINATE ALL UTILITY CONSTRUCTION SEQUENCE: 6. PROR TO COMMENCING CLEARING, GRUBBING AND/OR EARTHWORK .ACTIVITIES IN AREAS OF THE SITE,THE CONTRACTOR MALL REMOVE THE CONSTRUCTION FABRIC SERVICE TERMINATION WITH RELATED UTILITY 8. CONTRACTOR SHALL REMOVE AND TRANSPORTDEBRIS INA NN R THAT WILL PREVENT 1. CONTRACTOR AND HIS/FIER SUBCONTRACTORS SHALL READ AND UNDERSTAND TI1E CONDITIONS ANY, OTHER AREA OF THE SITE, THE CONTRACTOR. SHALL INSTALL INLET. AND „ ;,`.; .,FROM THE PRIMARY INLET OF. THE OUTl_.T, CONTROL STRUCTURE. COMPANIES. SPILLAGE ON ADJACENT SURFACES AND AREAS. OF THE "NEW YORK STATE DEPARTMENT Of ENVIRONMENTAL CONSERVATION (NYSOEC) STATE OURET PROTECTION MEASURES (RIPRAP OVERFLOW WE1R(S), CULVERT INLET/OUTLET THIS SHALL ONLY BE DONE WHEN THE RMARY OUTLET IS NO LONGER SUBMERGED. BAR SCALE POLLUTANT DISCHARGE FLIM/NATION (SPOESJ GENERAL PERMIT FOR STORM WATER DISCHARGES PRQTECTION, ETC.) AND SHALL STABILIZE THE AREAS DISTURBED DURING THE F-9 Pq Ill 3O 0 15 30 60 5. CONTRACTOR SHALL COORDINATE WATER 7. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMF I ENTS OF DUST, 14.' ,CONTRACTOR SHALL REMOVE ALL TEMPI,.?ARV EROSION AND SEDIMENT CONTROL SERVICE REMOVAL WITH THE TOWN DIRT AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERA' NS. RETURN FROM CONSTRUCTION ACTIVITY", GP -02-01 FOR THIS PROJECT. CONSTRUCTION OF THE SEDIMENT BASIN. 'MEASURES AND IMMEDIATELY ESTABLISH PERMANENT VEGETATION OR OTHER MEANS STANDARDS FOR REMOVAL ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF E TIVE DEMO. OF STABILIZATION ON THE AREAS DISTIL' 'BED DURING THEIR REMOVAL 1 Inch - 30 h CONTRACTOR AND HIS/HER SUBCONTRACTORS SHALL SIGN A COPY OF THE GENERAL PERMIT, 7. CONTRACTOR SHALL INSTALL TEMPORARY DIVERSION MEASURES WITH ASSOCIATED 6. CONTRACTOR SHALL COORDINATE DEMOLITION 8. EXISTING BUILDING LATERALS CONNECTED TO TOM'S SANITA' SYSTEM 2 GP -02-01, CERTIFICATION STATEMENT AS IDENTIFIED IN APPENDICES OF THE STORM WATER STABILIZATION MEASURES (I.E., VEGETATIVE COVER, DRAINAGE DITCH SEDIMENT PLAN WITH SWPPP REQUIRMENTS. MUST BE CUT AND CAPPED AND INSPECTED BY WASTEWATEF TE ONNEL PRIOR POLLUTION PROVENTION PIAN. FlLERs, STORM DRAIN SEDIMENT FILTERS, ETC.) TO PROVIDE FOR THE ISSUED FOR PLANNING BOARD APPROVAL -NOT FOR CONSTRUCTION CONVEYANCE OF STORMWATER RUNOFF TO THE TEMPORARY SEDIMENT BASIN . . TO DEMOUTION. Messesj .4 HTS READ. COPY OR REPRODUCTION OF TMS PLAN TION, THEREOF M PROHIBITED WITHOUT THE WPo1TE11 ' BION OF THE DESIGN ENGINEER, SURVEYOR, OR ARCHITECT. TIM OF TMS DRAWING. EXCEPT BY A UCENSED P -L 15 Y ALTERATION BY A P.E. OUST BE INDICATED AND E lE SEAL, SIGNATURE ALIO DATE OF ALTERATION. I'� I- 90504\ENG\DWG\SP2-90504-DEMO.dwg CHAZEN ENGINEERING LAND SURVEYING CO., P.C. I Dukh a Crrrt9 00101: Lhp4Jd DlArgd ops ormw C*W" 0f- North Gesell Cnleer 21 Im street 547 Rlwr street 3 Ise weaow Averwe 100 Glen Street PaegPlceepds, Nott York 12801 Trot New York 12140 N=0j Nes Yak 12580 Clare Fane, Nw Yak 12601C�'Fi2 Pkosa `845) 454-3yeo pka,e: (518) 2n-,pss pha,e (BGS) 567-1131 Pnonz (Ste) e12-asu 4Y TURNBERRY drawn checked Y PC JB date scale e p {�' 06/10/05 y�, PLAN DEMOLITION PLAN project no. 90504.00 . see no. , TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK 5 ' ' 2/22/06 PRE -CONSTRUCTION CLARIFICATIONS 3 : 9/28/05 REVISIONS PER PLANNING BOARD COMMENTS 2 '� 8/31/05 REVISIONS PER WASTEWATER DEPARTMENT COMMENTS .1 •: 8/15/05 REVISIONS. PER..PLANNING BOARD COMMENTS deacrl t]On ! 90504\ENG\DWG\SP2-90504-DEMO.dwg