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97-738 CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK June 8 • . 98 Date 19 T j This is to• certify that work requested to be done as shown by Permit No. 97738 has been completed. ALPINE BOBSLED RIDE , (RIDE ONLY) This structure may be occupied as a 1172 STATE ROUTE 9 Location Owner GREAT ESCAPE HOLDING,INC. TAX MAP NO. 36. -2-3. 1 By Order Town Board TOWN OF QUEENSBURY /I) Director of Bldg. do Code Enforcement BUILDING 'PERMIT TOWN OF QUEENSBURY No: VALUE $ 500000 : „ TAB".MAP- NO; 36.-2-3. 1 WARREN COUNTY, NEW'YORK PERMISSION is hereby granted to CHEAT ESCAPE _HOLDING.INC. OWNER of property located at 1172 STATE ROUTE - Street.Road or Ave. in the Town of Queensbury,To Construct or place a ALPIN BOBSLED OBSL RIDE- -- at the above location in accordance to application together with plot tans and-other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 122 EAST 42ND 'ST. NEW YORK:gfr,.NY=,:v 10168::. 2. CONTRACTOR or BUILDER'S Name '5 GREAT ESCAPE. THE. ti 3. CONTRACTOR or BUILDER'S Address . �� e;.1:1,72rROUTL QUEENSBURY, NY- ^•.-:1:2804 4. ARCHITECT'S Name NEW YORK, BOARD 5. ARCHITECT'S Address >.NEWF,YORK ,BOARD,_OF; FIRE: UNDERWRITERS 6. TYPE of Construction—(Please indicate by X) AMUSEMENT RIDE ( 1 Wood Frame ( I Masonry ( 1 Steel I 7. PLANS and Specifications . ALP1fflE BOBSLED AMUSEMENT RIDE AS PER ..PLOT..PLAN .:SPECI-FICATIONS.::=, ::: 8. Proposed Use ,. December, r. $ PERMIT rai'AID"='THIS PERMIT EXPIRES 19' (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) December. Dated at the Town of Queensbury this SIGNED BY for the Town of Queensbury Building end Zoning Inspector .,sultain Application Permit A lication Town of Queellsbui y - Dept. of Conununity Development,' 742 Bay Road N T BUILDING c. . C O D E E N F O R C E M E Q�reetr'rbtrry, NY 12804 [761 825G] ( O d c Requirements prior to issuance r of this permit: l A permit must be obtained beforePERMIT 1ILE NO. beginning construction. No inspections � /� Gt� will be made until applicant has received P1 Zoning Boatel Action . PERMIT FEE PAID$ (J O, a VALID BUILDING PERMIT. All Area / Use applicants' spaces on this application RECREATION FEE PAID$ MUST be completed and.the signature , of the applicant must appear on the I 1 Planning Board Action REVIEWEDII}: � q_ipplicalion form. 7,,,,,,k 5,,q,. SPR / Subdivision /Other Building Inspector J Recreation Tice Payment _I Applicant: GREAT ESCAPE THEME PARK LLC Owner: GREAT ESCAPE THEME PARK LLC ROUTE 9, QUEENSBURY, NY 1280 .ROUTE 9 Address: Address: QUEENSBURY, NY 12804 Phone # ( 518 ) 792 - 3500 Phone # ( 518 ) 792 - 3500 Property Location: ROUTE 9, LAKE GEORGE, NY 12845 Subdivision Name: ppe t�C� ode Tax Map Number 3� 2 /3.1 � Section Block Lot NATURE OF PROPOSED WORK: New Building: ESTIMATED MARKET VALUE OF THE residence CONSTRUCTION: $ Q, �� , / commercial __ Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling ye Other Work (describe below) Office Mercantile Manufacturingi l! ,k, , ; yr , -- Other r.. '_• ` .. ' GROSS AREA OF PROPOSED STRUCTURE: • I 1_81991 If ADDITION, what w�i l us_e.:. • '11 lst. Floor sq. ft. of new addition be`? :.f •, ,y,:�; 2nd .Floor sq. ft. Other Floors sq. ft. _ _ - .�`-`:.— ( not unfinished cellar or basement) 126 fiefs ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: SQ. FT. Attached Garage 1, 2 car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building FEET X FEET Other Foundation Type: wade, Will any second-hand Or ungraded Number of Stories : lumber be u��ed? If so, for what? (habitable. space only) N® Height (grade to ridge) : feet TYPE OF HEATING SYSTEM: Number of fireplaces and/or woodstove (circle all which appli s) to be installed: Electric / Oil / Gas /good • Forced }lot Air / Baseboard / Other __:;_:_Per.son responsible for supervision of work as regards to building codes is : JOHN COLLINS, THE GREAT ESCAPE, ROUTE (, (QUEENSBURY, 518/792-3500 ext 202 Name Addresss Phone Builder: THE GREAT ESCAPE • Plumber: If Mason : " Electrician: If DECLARATION: Please sign below of er you have carefully read the statement. u To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,. the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further; it is understood that I/we shall submit prior to a Certificate of Occupancy'or Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed surveyor; dra n to scale, showing actual location of project on premises. - Signature: / A Vice 1 i den+/evera9 Manor' . • (owner, owner's agent, architect, contractor) _!l o..e_l'.e_l.e.g mf,1' �_1 �. J2tw._w,Aw'J__l A_l �_l �_l o_l'JAI ..uAg'J��w.ow!o lwtw.o_l'J_!_l'J� ._l' o_l' ._olmmtQ A_l'J_._l' ._l �_l' ��__l J_� e,ky_.�� _�_l..ly _l' v.,, w rY THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE it E(; 4199693 !A, BUREAU OF ELECTRICITY ,r ilo I- 111 WASHINGTON AVE., SUITE 704, ALBANY, NY 12210 1 JUNE 05,199B 4300L1497/9'7 338 G ?r 1A1 Date Applicatioorz Jyo,, on qe,..,,,r, Ir THIS CERTIFIES THAT > r,�?`l1I1:�. G�`'7 ,A {o,nly the electrical equipment as described below and introduced by the applicant named on the above\ application number is in the,premises of it w; HE.. GROAT ESCAPE, RS. 9 & ROUN�! POND RD., ALPINE BOBSLED RIDE, 0UEENSBURY W 1 in the following location; ❑ Basement ❑ 1st Fl. ❑ 2nd Fl. Section Block Lot r -41 JUNE 03,1998. 1 !4 was examined on and found to be in compliance with the National Electrical Code. Ir t• _CI Ir WI FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS i I OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. t----- ■ ■■■.■.� rY• rc' DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS UNIT HEATERS MULTI-OUTLET DIMMERS 'r BELL tAMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. MI H.P. NO.OF FEET AMT. WATTS r■■■.■..-.■■■■■.■_■ Y •�I SERVICE DISCONNECT NO.OF - - S -- E - R V -I C E i METER rY _` AMT. AMP. TYPEICEI NO.OF CC COND. A.W.G. A.W.G. A.W.G. I} EQUIP. 1 0 2W 3 0 3W 3 0 4W pER 0 OF CC.COND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL NI OTHER APPARATUS: MOTORS: 1-40 H.P. ,10--5 H.P'. ,2-7.55 H.P. ,13-3 H.P. ,2-!.i H.P. ,t HOTORS: i��-}}11}0 H9 .P..,�11-y5y H.P..P{.. WI PANELBOARDS: 1-20 CIR. 100 IA W- TRANSFORMER 1-`its KVA. - W C.F.C.I:--10 it 1 i 1 .:{1Ir it 7 l IA =4 E it -a^ 'c1 ',. "ems . 7i. rY' �1 � I PREMIER PARKS D/B/A !•11);,X r::. ', �a'-�. ST yI r.,,.,t. f W THE GREAT ESCAPE CONTROLLER .!: 1tt.�:t ' 2he ' 1 ; j; I,• GENERAL MANAGER il 1172 ROUTE 9 ;{ ¢� ,'Nr f r ' � 'A ` ;-iQUFWISEURI, NY, 12304L. _- `a Per - r K1 This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. ; '/,;i7e.Y�YYiiiYir.;WI Y:YY Y4YY�YYWY%YY6YY.Y;iiiiYYV;YiY4Y.'4YY1.Y*WI 4i14Y47r.4Y4Y5i ii—,4Y4Y.17.,YYiYYiiYYiYYVrYiiY;VIIiFiesiiiiiiY YYeYZi"-iiiil;VII4' rrii0li CfPV FOP RI III PIAIO FIRPAPTI\A FAIT TWIG r..OPV CIF CFRTIFICATF RAI ICT WIT RC Al TFRFII INI AAIV 6A AAIMFQ +-070 air) COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: 6 i s- g Office No. (518)'161-•8256 Dept. of Community.Development Town of Queensbury Arrive /"Z"am/pm Depart am/pm 742 Bay Road Inspector's Initials /��>L Queensbury,NY 12804 NAME 64 PERMIT# q 9- `is g LOCATION 7)u •4P DATE 4a ,? 98 TYPE OF STRUCTURE N/A YES NO COMMENTS ChimneyP'B"Vent/Direct Vent location SZ L�Su Q _ d' 0•Vy' Plumbing Vent Roof Complete Exterior finish grade complete Interior/exterior guardrails 42 in.platform/dec3cs Interior/exterior balhistcs 4 in.spacingplatform/decks Stair handrail 34 in. -38 in. Step risers 7 3/4 in._ Main door 44 in. All others 36 in. Lever handles Exits at grade or platform . Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 in.)above grade Floor bathroom watertight Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/4 hour door Storage/receiving/shipping room(2 hour), 1 '/2 doors 1 '4 hour doors and closers 4 hour corridor doors and closers Firewalislfrre separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/2 hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft._ Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toil Handicapped bath/parking lot signage Handicapped service counters 34 in., - out 36 in. Handicapped ramp/handrails contnm us/12 in.beyond .-Active listening system and signag assembly space V Final Electrical . \ Site Plan/Variance required \ . Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) �. - Okay to issue C/C(Certif.of Compliance) COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)'761-8256 • • Dept. of Community Development Town of Queensbury Arrive v?!2 am/pm Depart pm 742 Bay Road Inspector's Initials 4 Queensbury, NY 12804 NAA/IE y, <Jieer PERMIT# '75e LOCATION DATE l TYPE OF STRUCTURE N/A YES NO CO I r' u S Chimneyr'B"Vent/Direct Vent location Plumbing Vent ��, Roof Complete t A'o' -► Exterior finish grade complete / honor/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacing platform/decks • {n Stair handrail 34 in. -38in. / CLfeUet( 4.e Step risers 7 3/4 in. Main door 44 in. . Ce , All others 36 in. �' l Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 in.)above grade Floor bathroom watertight Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),'/4 hour door / Storage/receiving/shipping room(2 hour), 1 '/z doors / 1 '4 hour doors and closers / 4 hour corridor doors and closers / Firewalls/fire separation,2 hour,3 hour complete / Fire dampers,2 hour fire walUse partition or greater / Fire door/shutters 1 '/z hour,3 hour / Ceiling fire stopping 3,000/5,000 sq.ft. _ / Fan shutdown,smoke vents or fan / Exit door/panic bars assembly hardware / Elevators Elevator signage / Handicapped bathroom grab bars/sinks/toilet( Handicapped bath/parking lot signage Handicapped service counters 34 in.,oileckout 36 in. • • Handicapped ramp/handrails continu6us/12 in.beyond Active listening system and signag(assembly space Final Electrical Site Plan/Variance required • Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) \ Okay to issue permanent C/O(Certif.of Occupancy) • Okay to issue C/C(Calif of Compliance) , `_ % QW-484 SUGGESTED FORMAT FOR MANUFACTURER'S RECORD OF WELDER OR WELDING OPERATOR QUALIFICATION TESTS (WPQ) (See QW-301, Section IX, ASME Boiler and Pressure Vessel Code) Welder's name JOHN CARPENTER Clock number 0 8 0—6 6—812 7 Stamp no. Welding process(es) used S .M.A.W. Type MANUAL Identification of WPS followed by welder during welding of test coupon • Base material(s)welded CARBON STEEL Thickness 0 . 218 Manual or Semiautomatic Variables for Each Process(QW-350) Actual Values Range Qualified Backing(metal,weld metal,welded from both sides,flux,etc.)(QW-402) NONE WITH/WITHOUT BACKI ASME P-No. P-1 —— to ASME P-No.(QW-403) P-1 TO P-1 P-1 TO P-1 THRU P-1 ( ) Plate (X) Pipe(enter diameter,if pipe) 2 t� 1 t' AND OVER Filler metal specification(SFA): 5 • 1• Classification(QW-404) E 7 O 18LH Filler metal F-No. 4 F-1, F-2 , F-3 , F-4 Consumable insert for GTAW or PAW NOT APPLICABLE NOT APPLICABLE . Weld deposit thickness for each welding process NOT APPLICABLE NOT APPLICABLE Welding position(1G,5G,etc.)(QW-405) 6G ALL POSITIONS Progression(uphill/downhill) UPHILL UPHILL Backing gas for GTAW,PAW,or GMAW;fuel gas for OFW(QW-408) NONE REQUIRED NONE REQUIRED GMAW transfer mode(QW-409) NOT APPLICABLE NOT APPLICABLE GTAW welding current type/polarity NOT APPLICABLE NOT APPLICABLE Machine Welding Variables for the Process Used(QW-380) - Actual Values Range Qualified Direct/remote visual control N/A- N/A Automatic voltage control(GTAW) N/A . N/A Automatic joint tracking N/A N/A Welding position(1G,5G,etc.) N/A N/A Consumable insert N/A N/A Backing(metal,weld metal,welded from both sides,flux,etc.) N/A N/A Guided Bend Test Results Guided Bend Tests Type ( ) QW-462.2(Side)Results ( ) QW-462.3(a)(Trans. Ft& F)Type ( ) QW-462.3(b)(Long,Ft& F)Results ROOT BEND ACCEPTABLE ROOT BEND ACCEPTABLE FACE BEND ACCEPTABLE FACE BEND ACCEPTABLE Radiographic test results(QW-304 and QW-305) (For alternative qualification of groove welds by radiography) . Fillet Weld—Fracture test Length and percent of defects in. Macro test fusion Fillet leg size in. x in. Concavity/convexity in. Welding test conducted by MR. BRIAN ROZELL Mechanical tests conducted by I L is NTS INC. Laboratory test no. ECI-6087 We certify that the statements in this recor•dr ;hat the "'z .ere prepared,welded,and tested in accordance with the requirements of Section IX of the ASME Coda%� 44%16, PETER J. ROZELL MECHANICAL INC. Organization Date JANUARY 27 , 1998 By MR. BRIAN ROZELL • This form (E00008) may be obtained from the Order Dept.,ASME,22 Law Drive, Box 2300, Fairfield,NJ 07007-2300. (12/88) REPRINT 5/92 QW-484 SUGGESTED FORMAT FOR MANUFACTURER'S RECORD OF WELDER OR WELDING OPERATOR QUALIFICATION TESTS (WPQ) (See QW-301, Section IX, ASME Boiler and Pressure Vessel Code) Welder's name JOHN CARPENTER Clock number Stamp no. O R O-66-R 12 7 Welding process(es) used S .M.A.W. Type MANUAL Identification of WPS followed by welder during welding of test coupon 1 . 1 . 1 Base material(s)welded CARBON STEEL PIPE Thickness 0 . 218 Manual or Semiautomatic Variables for Each Process(QW-350) Actual Values Range Qualified Backing(metal,weld metal,welded from both sides,flux,etc.)(QW-402) NONE WITH/WITHOUT BACKING ASME P-No. 1 to ASME P-No.(QW-403) P-1 TO P-1 P-1 TO P-1 ( ) Plate (X) Pipe(enter diameter,if pipe) 2 t t 1"t AND OVER Filler metal specification(SFA); 5 . 1 Classification(QW-404) 5 . 1 Filler metal F-No. 4 1 ,2 ,3 , 4 , Consumable insert for GTAW or PAW N/A N/A Weld deposit thickness for each welding process 0 . 218 1/16 r t TO 0 . 4 3 6 t t Welding position(1G,5G,etc.)(QW-405) 6G ALL POSITIONS Progression(uphill/downhill) UPHILL UPHILL Backing gas for GTAW,PAW,or GMAW;fuel gas for OFW(QW-408) NONE N/A GMAW transfer mode(QW-409) N/A N/A GTAW welding current type/polarity N/A N/A Machine Welding Variables for the Process Used(QW-360) Actual Values Range Qualified Direct/remote visual control N/A N/A Automatic voltage control(GTAW) N/A N/A Automatic joint tracking N/A N/A Welding position(1G,5G.etc.) N/A N/A Consumable insert N/A N/A Backing(metal,weld metal,welded from both sides,flux,etc.) N/A N/A Guided Bend Test Results Guided Bend Tests Type ( ) QW-462.2(Side)Results (X) 61N-4fi2.3(a)(Trans. R& F)Type ( ) QW-462.3(b)(Long.R& F)Results ROOT BEND ACCEPTABLE ROOT BEND ACCEPTABLE FACE BEND ACCEPTABLE FACE BEND ACCEPTABLE Radiographic test results(QW-304 and QW-305) (For alternative qualification of groove welds by radiography) Fillet Weld—Fracture test Length and percent of defects in. Macro test fusion Fillet leg size in. x in. Concavity/convexity in. Welding test conducted by ENTEC CONSULTANTS INC . Mechanical tests conducted by ENTEC CONSULTA TS INC. Laboratory test no. ECI-5721 We certify that the statements in this recordd\ c ect th t`t r?s were prepared,welded,and tested in accordance with the requirements of Section IX of the ASME Co e? Organization PETER J. ROZELL MECHANICAL LTD. Date OCT.OBER 7 , 1994 By MR. MICHAEL ROZELL This form(E00008) may be obtained from the Order Dept.,ASME,22 Law Drive,Box 2300,Fairfield,NJ 07007-2300. (12/88) REPRINT 5/92 za•d 1ti141 • } ENGINEERING METALLURGY ENViRONMENI AL CONSTRUCTION • i(a3da dissociates • Consulting . design ; ngifldd S Sank C. Iadick, 2 519.792 541 1 (OFFICE) 48 MAIN STREET 518-792-4O p(FAX) May 23, 1998 Sc.GLENS FALLS.N.Y. 12803 • To: J.R. Hyatt , The Great Escape From: F.C. Hardick, PE Subject: Alpine Bobsled Ride On May 23, 1998, I inspected the welds oh the guides in the trough of the Alpine Bobsled Ride and Found them to be adequate and sound. I also inspected the SA-325 Nuts 8 Bolts on the trough sections and found that they were torqued correctly. Frank C. Herdick, PE • • • •lc:D/1• }' I +304 •,' id got ••.. . . . • COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)'761-8256 Dept. off Community Development Town of Queensbuny Arrived am/pm Depart am/pm 742 is ay Road Inspector's Initials j?"-- Queensbury, NY 12804 —7 NAME (-�( �-z�\ PERM /IT# /3 F LOCATION DATE Co a -9 B TYPE OF STRUCTURE ex-A-) 5 N/A YES NO COMMENTS CnimneyP'B"Vent/Direct Vent location PlumRoof Compleng te //ty/ y/ELY�lCG/ Roof Complete Exterior finish grade complete ha or/exierior guardrails 42 in.platform/decics , ,e cut, (e �ce bet-)In Interior/exterior ballastess 4 in.spacing platform/decks Uv" Stair handrail 34 in. -38 in. Step risers 7 N in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platf Canopy to cover req. xit doors Gras valve shut-off a osed&regulator(18 in.)above grade Floor bathroom w -girt Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/4 hour door Storage/receiving/shipping room(2 hour), 1 '/z doors I "i hour doors and closers 4 hour corridor doors and closers Firewalls/fnre separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft.___ Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,drexkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)'761-8256 Dept. of Community Development , Town of Queensbury Arrive TA)am/pm Depart am/pm 742 ay Road Inspector's Initials (L)),.. Queensbury, NY 12804 (� NAME( -e , � PERMIT#` P~-7 3 R _ s_ _�g LOCATION _ l DATE TYPE OF STRUCK ' A 4 -lM 77 7 T ;U N/A YES NO COMMENTS chimneyf'B"Vent/Direct Vent location Plumbing VenteI /,/ �pIJ L.y�V/� 1 Roof Complete fin Exterior xteri grade Complete / 1Interior/exterior guardrails 42 .platform/. hl for/exterior ballasie9s 4'�,.spacing platfe decks r / W// A/ Stair handrail 34 in. -38 in. //1 Step risers 73/4 in.._ ;�, G Coc(ef Main door 44 in. All others 36 in. ,/' / Lever handles r/Ao/ /eL /7Ge Exits at grade or platform Gas py to cover a exit::oars �� //:fGas valve shut-off er+p• =�,&regulator(18 in.)above BadeC' //pJ Floor bathroom watertight s jh fr Other floors okay ,�� Hot water relief valve C4( �7✓U /Vie Boiler/furnace enclosure <250,000 BTU N/R c!.f 250,000 BTU to 1,000,000 BTU's(1 hour) / _ (f eJ� t f >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area �(� S Stockroom enclosure(1 hour),3/4 hour door j � e ! Storage/receiving/shipping room(2 hour), 1 '/2 doors / `jOlA S YrJ 1 '4 hour doors and closers ?4 hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete ft.10 d/14,// Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft.__ q h, Fan shutdown,smoke vents or fan r/ Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) i COMMERCIAL FINAL INSPECTION REPORT ,' Building& Code Enforcement Date inspection request received: Office No. (518)'761-8256 Dept. of Community Development Town of Queensbury Arrive //Q;am/pm Depart axp/pm 742 Bay Road Inspector's Initials( )/y Queensbury,NY 12804 r^, ,^� NAME Cnt, A PERMIT# Ck J7 3 ?. LOCATION \ ) , \ DATE �R''-C � TYPE OF STRUCTURE \ s2 , ( 1I51Pc) KaO N/A YES NO COMMENTS CninmeyP'B"Va t/Direct Vent location � - Roof bCompleie ing Vent eu/ (e %- ' ' Exterior finish grade complete � � � /� h�ior/exterior guardrails 42 in.platform/decics k(J l.J l for/exterior ballasters 4 in.spacing platform/dedcs Stair handrail 34 in. -38 in. Step risers 7 3/4 in._ f;/_'..4- Main door 44 in. ( /o/ec '(c All others 36 in. Lever handhs ' Exits at grade or platform Canopy to cover req.exit d . Gas valve shut-off exp regulat . above grade Floor bathroom ght Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/4 hour door Storage/receiving/shipping room(2 hour), 1 '/z doors • I ii hour doors and closers 3.4 hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/A hour,3 hour Ceiling fire stopping 3,000/5,000 sq.fi._ Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Alive listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif of Occupancy) Okay to issue C/C(Certif.of Compliance) GENERAL INSPECTION REPORT P t J Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road .21 a Queensbury,NY 12804 Arrive I am/pm Depart 1 am/pm Inspector's Initials )1/ w r NAME: ` Ar"( PERMIT# LOCATION: (�`T DATE : M7 6 TYPE OF STRUCTURE: RECHECK N/A YE/NO COMMENTS /FootinDersMonoli Form Reinforcement in Place The contractor is responsible for providing protection from fr-- g for 48 hours following the 'lace u ent of the concrete. Materials for this puriose o site Foundation/Wallpour I Reinforcement in Place Foundation/Dampproofi . Backfill Approval Plumbing Under Slab Plumbing Vent/Vents i, Place Rough Plumbing Heating Rough-In Insulation / Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping . = "Tit U ze, GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arriv .C(Dam/pm Depart m/ m Inspector's Initials NAME: (P2k 64 L PERMIT# 7— g LOCATION: �-� _ci DATE : TYPE OF STRUCTURE: REC CK N/A YES NO� COMMENTS ootings/Piers Monolithic Pour Form Reinforcement in Place • The contractor is responsib or providing protection fro , freezin= (U/ 4447 I for 48 hours following i e place 'ent of the concrete. Materials for this pu •,,se on site Foundation/Wallpour Reinforcement in P t ce Foundation/Dam reroofing Backfill Approy.1 Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT -� Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement A� 742 Bay Road ' Queensbury,NY 12804 Arrive pm Depa 1 .m/pm Inspector's Initials \✓4 - NAME: G— C PERMIT#`� 7"- �(,-� T q� '� LOCATION: T. / DATE : Elf~' TYPE OF STRUCTURE: RECHECK N/A YE/0 COMMENTS ootings/Piers (Monolithic Pour Form (2t9 e Vg 1 R ik(J4- ei,_,,e5 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/l3mpproofing • Backfill Approal Plumbing Under Slab Plumbing Vent/Vents in 'lace Rough Plumbing Heating Rough-In Insulation Foundation Walls nterior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2,3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrived a J am/pm Depa l7° apim _ Inspector's Initials V i '� NAME: 62e- &54416- PERMIT# ?7`• 2'36 LOCATION: DATE : M TYPE OF STRUCTURE: o0--12 RECHECK 0 N/A YE O COMMENTS Footin• I Monolithic 'our Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Pla e Foundation/Dampprou ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in 'lace Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT c i 3 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Day Road Queensbury,NY 12804 ArriveC (CP Depart " Inspector's Initials PERMIT if • . 3cW NAME: �-`�(' T�A �S 0C���_ LOCATION: DATE : g TYPE OF STRUCTURE: . RECHECK N/A YES /GO C MMENTS Mono i dour norm Reinforcement in Place The contractor is responsible for providing protection from freezing / for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backlit] Approval // Plumbing Under Slab / Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In / Insulation / Foundation Walls Interior R- / Foundation Walls Exterior R- Floors R- Walls R- !l Ceiling R-/ Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road ,_/ Qum.'sbury,NY 1I2804 Arrive/)) am/pm Depart 1 am/pm Inspector's Initials NAME: V PL*`( s G'(kjG PERMIT# `73 LOCATION: 12- c)� DATE; " �ai TYPE OF S CTURE: �'' RECHECK (-----------------. ., A O COMMENTS ootings/Piers i Monolithic Pour Form �/2 /�8— /S! Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour \ . Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing �/ Heating Rough-In Insulation / Foundation Walls Interior R- / Foundation Walls Exterior R- / Floors R- / Walls R- / Ceiling R- ,/ Duct work or piping in / unheated spaces R- Proper Vent, Attic Vent / Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam N Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury / Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road �� ,�"am/pm Departs-' m Queensbury,NY 12804 Elrrive9 Inspector's Initials e_./ NAME: ( 19 Ck" PERMIT# —736 LOCATION: 12-c 9 DATE : . 69 TYPE OF STRUCTURE: L6i'1 - - REC CK •� �J N/A YES N COMMENT s Footin_.. Monoli •our Form e — PAS t 1 I OA) Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement �' /l 5 of the concrete. I Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- / Ceiling R- Duct work or piping in unheated spaces R- i Proper Vent, Attic Vent Framing Jack Studs/Headers 7 Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road r ` Queer,sbury,NY 12804 Arrive` am/pm Depart -1 y am/pm Inspector's Initials Ue-e2— NAME: C98=iiK CCU PERMIT# LOCATION: TYPE OF STRUCTURE: RECHECK N A YES�1V0 COMMENTS Footin_ G// Monoli *our Form altZ / 5— 27 / Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- / Foundation Walls Exterior R- Floors R- / Walls R- / Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent / Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 1 GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road V / Queensbury,NY 12804 Arrive •..�"am/pm Depart I e v m/pm specto itials � P q NAME: (00-A--1 C PERMIT# l ` 7 S LOCATION: VT- DATE : 78 TYPE OF STRUCTURE: ") RECHECK7(1/ c,„f)--5 iN/A YES NO CO t I NTS ooti Monolithic Pour I 1 Uz j,.( l Z< r z,7 /53 / f 5�, Form ' / / / Reinforcement in Place 1 l _� /1 The contractor is responsible for l `C providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour. Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation / Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- -`,--__ Ceiling R- Duct work or piping in unheated spaces - Proper Vent, Attic Vent. Framing Jack.Studs/Head / Bracing/Bridg' (g Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping 1 GENERALYVSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road *' *44 Queensbury,NY 12804 Arrive_ty.3 Depart Inspector's ' � 11--�" --7 2 NAME:Gc - PERMIT it / 3 LOCATION: ATE TYPE OF STRUCTURE: 8, -G )(Q RECHECK N/A YES NO COMMENTS in �er j Act-A I VIMonolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours followin the placement of the concrete. Materials for this purpose o si Foundation/Wallpour Reinforcement in Pla Foundation/Da pproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack.Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 1 ) H/Irn GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive m,. Depart V. spector's Initials G•irrt.),_k_\Q13-A(2-q______ NAME PERMIT# / JLOCATION: ATE : TYPE OF STRUCTURE: \ RECHECK N/A YE N COMMENTS F .ngs/Piers <�,Q�, I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours f lowing the placement of the concrete. Materials for this p on site Foundation/WO ur Reinforcement in Place Foundation/Dampproofing Back ill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack:Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT ( 7/) Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive�T_dam/pm Depart(' / a m Inspector's Initials NAME: _ Gy€0.3 PERMIT# 7- ( 3J LOCATI cn��� c\ \\ DATE : 3- t 7 TYPE OF STRUCTURE: C a'?SI-Q RECHECK N/A YE N COMMENTS ootings/Piers ~� ee)Monolithic Pour Form )06 , ,/3Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose site Foundation/Wallpo Reinforcement in Pla Foundation/Damppr n Backfill Approval Plumbing Under Sla Plumbing Vent/Ve s in Place Rough Plumbing_ Heating Rough-Ir/ Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers_ Jack Posts/Ma in Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT If rn Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrives 1'S am/pm Depar � ) am/pm Inspector's Initials Q NAME: Q .0 ( p PERMIT# -733 LOCATION: c C.5N. DATE : TYPE OF STRUCTURE: 3 S--c ' RECHECK N/A YE O COMMENTS 4- Monolithic Pour Form 0 T /A /C4 Reinforcement in Place The contractor is re nsible i or providing protects t n , om fr=ezing for 48 hours followi : h acement of the concrete. E`<, 1 f�} ?,s Materials for this pu rY-I se on site / Foundation/Wallpo Reinforcement in Pl. Foundation/Damppr o-'fing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundal ions Walls Interior R- Foundal.ion Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road c Queensbury,NY 12804 Arrive • � am/pm Depart?, m Inspector's Initials NAME: 7R /Y CSC-WC PERMIT#•7`7 S LOCATION: 9 DATE : _ Qffi TYPE OF STRUCTURE: RECHECK N/A YE O COMMENTS ootings/Piers I _ °� Monolithic Pour Form R&R- �/4tV �. Reinforcement in Place V The contractor is responsible or providing protection from fr:.zi for 48 hours following e p1,ce ent of the concrete. Materials for this purpose on s' Foundation/Wallpour. Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT._ 1 ,0ly) Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive/ en" am/pm Depart ' am/ m Inspector's Initial NAME: 1;\.Q . 5-1 ie)-(7 . PERMIT# ��~ 7 3 LOCATION: (r\,i f--.l DATE : 3--- 9-9 TYPE OF STRUCTURE: Aac�)Pc) u)Q RECHECK N/A YES NOV COMMENTS tings/Piers V I Monolithic Pour Form Ii--10(c) Reinforcement in Place The contractor is respons. 1 for providing protection fro fr zing for 48 hours following e p cement of the concrete. Materials for this purpo on ite Foundation/Wallpour Reinforcement in Place Foundation/Dampproofi g Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- — 'M ` + Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road / 11. 5(— Queensbury,NY 12804 Arrivel `1"am/pm Departl4 • ran I Inspector's Initials `�//< NAME: t�2C�/ C5 e,,eCI PERMIT# �L 7 ��o LOCATION: DATE : 3 TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS Footings/Piers I O r()(% i r® I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezinle for 48 hours following the placem nt of the concrete. Materials for this purpose on site Foundation/Wallpour. Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping I/4)/1 \\)..fL; GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road } ' 4 Queensbury,NY 12804 Arrive V C, (5 am/pm Depart,/,�7 pm Inspector's Initials NAME: PERMIT# CA7 73'6, LOCATION: 1 N.DATE : 3-3-9 TYPE OF STRUCTURE: RECHECK N/A YE/NO COMMENTS tings/Piers I ,� I, � > f2/./ /t z_ /Z 3 /2 c 721 Monolithic Pour Form Reinforcement in Place Ile ` //6 7 I The contractor is responsible for providing protection from fr zing for 48 hours following the plac ent of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing �J Backfill Approval Plumbing Under Slab Plumbing Vent/Ven in Place Rough Plumbing Heating Rough-In Insulation_ Foundation Walls Interior R- Foundat.ion Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 'C` ' \ 'p GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arriv .�J am/pm Depart t ' m Inspector's Initials �. 1 NAME: PERMIT -7,3 LOCATION: DATE : TYPE OF STRUCTURE: �17�j �P� k rj\'' RECHECK N/A YE)/l7Z. COMMENTS tings/Piers Monolithic Pour Foam c}Z� ,!0 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose o o site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in'1lace Rough Plumbing Heating Rough-In Insulation_ Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R= Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping GENERAL INSPECTION REPORT 1 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arri f �am/pm Depari( ,(-� m/pm Inspector's Initials V- NAME PERMIT#C)i,7- 7 3 LOCATIO : DATE : q TYPE OF STRUCTURE: _ RECHECK N/A YEA NO COMMENTS ootings/Piers V Monolithic Pour Form Reinforcement in Place '/ -- Pj-0 '� The contractor is responsible for O K 6 providing protection from freezing for 48 hours followi lacement v LAI\ti15 d"U t—C7) of the concrete. Materials for this p se on site Foundation/Wallpo Reinforcement in P ce - Gz� _ � Foundation/Dam roofing t _ «i� e�� 1.R� _ Backfill Approv41 Plumbing Unde Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road ` Queensbury,NY 12804 Arrive 1155;71/pm Depart ' am/Q Inspector's Initials Cj NAME: �� � Y�C PERMIT# -6 ! ` 3 Z LOCATION: f, DATE : '1 ' TYPE OF STRXCTURE: g C_�� RECHECK V N/A YES_ O COMMENTS Jtings/Piers I Monolithic Pour Form ez-i( Aitio-tew. Aix Reinforcement in Place The contractor is respo ible for l65 k ) b I providing protection fro freezing for 48 hours following the placeme t of the concrete. Materials for this purpose on s Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under-Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury • Dept. of Community Development Date inspection request received: Building& Code Enforcement , 742 Bay Road Queensbury,NY 12804 Arrive I 01,° m/pm Depart ' pm Inspector's Initials NAME: 1 1, -�Y P \T c�� PERMIT# LOCATION Q--NQ-v, `9 , DATE ( TE : -� TYPE OF STRUCTURE: 7 Qf)I b'")� Qj i r' RECHECK N/A YE NO COMMENTS ootin 'ers Monolithic our Form / G J� Reinforcement in Place � l The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this puiwse on s. Foundation/Wallpour \ Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents i Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R • - Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces - R- Proper Vent, Attic Vent Framing Jack.Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804Fi9 INSPECTOR'S REPORT:, ARRl V11.;59DEPART[ IN REQUEST FOR INSPECTION RECEIVED: 3 NAME C aos LOCATION Q DATE GI7 -- FERMI , A / 3 g TYPE OF STRUCTURE: { -/ RECHECK APPROVE N/A YE NO OTINGS/PIERS / MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. \ MATERIALS FOR THIS PURSE 0 SITE \l _ FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOF ' G BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- _ FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive/ -/5 am/pm Depart f„ / pm Inspector's Initials Jr�-' NAME: C--5 C PERMIT# 9 7- J3 0 LOCATION: Q .. DATE , 'z2(i q TYPE OF STRUCTURE: gen6S CC1 RECHEC N/A VNO COMMENTS ' ootings/Piers / I Monolithic Pour Form ! L� / Reinforcement in Place j/ reZ72V/If The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab _ Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- _ Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack.Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: AR?(I kJ EPAR diO5INT REQUEST FOR INSPECTION RECEIVED: eg- - 3-9 NAME _G 1-' S 091 3c7 LOCATION 6L4 J DATE _ �G` PERMIT A TYPE OF STRUCTURE: )0 s� RECH CK APPROV D N/A. YE NO OOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE F R `\ PROVIDING PROTE TION FROM EEZI G \ FOR 48 HOURS FOLLOWING THE PT. CE MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: _FOUNDATION WALLS INTERIOR R- _ FOUNDATION WALLS EXTERIOR R- FLOORS R_ WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- fr2)5- * „e9.4 9/ % z 70 3 / - GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart am/pm Inspector's Initials NAME: PERMIT#q"it " /� - -/3 Q LOCATION: [1"1 S{c-4 �eri,,t-e n DATE : o2 '61-0-6i S' TYPE OF STRUCTURE: 1-..-)(q." RECHECK N/A YES NO COMMENTS ootings/Piers 1/ onolithic Pour Form Reinforcement in Place V �.. The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place n I k CI ) 4 i Foundation/Dampproofing l Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation_ Foundation Walls Interior R- Foundat.ion Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam • Air Infiltration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire Wall 2, 3. 4 hour Firestopping i2$ / 7 GENERAL INSPECTION REPORT Town of Queensbury v Dept. of Community Development Date inspection request received: g/ 78 Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive VS-35ani —Depart `' u Inspector's Initial. 41 ,. NAME: 6 — ' C \ PERMIT# 2— 1 so ��`/e• 7 \ DATE : ;7 - TYPE OF STRUCTURE: ,&5 ` c• ' \ RECHECK / i N/A YES O I COMMENTS /Lin. • '.ers 44-102 tol-\otk Monolithic Pour Form 1 Reinforcement in Place }, i The contractor is responsible for providing protection from freezing /� • for 48 hours following the placement of the concrete. ",, Materials for this purpose on site 'r, a Foundation/Wallpour '4, t ',Reinforcement in Place \ a% Foundation/Dampproofang `:A Backfill Approval \ I Plumbing Under Slab \ ,r Plumbing Vent/Vents in Place .i�. Rough Plumbing Heating Rough-In Insulation ,-' '% Foundation Walls Interior R- ; ;, Foundation Walls Exterior R- i Floors R- 1 • . ,, Walls R- I *'\ Ceiling R- f \ Duct work or piping in i \ unheated spaces 1R- 1 Proper Vent, Attic Vent/ \ Framing 1 Jack Studs/Headers \ Bracing/Bridging 't, Joist Hangers \\ Jack Posts/Main Beam 4 . Air Infiltration Barrier N Fire Separation 1, 2, 3, hour Penetration Sealed \\ Fire Wall 2, 3, 4 hour 1\\ • Firestopping _ \ GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road ' Queensbury,NY 12804 arrive (6am/pm Depart/( am/pm Inspector's Initials NAME: �-y- - �.� PERMIT# LOCATION: j L' S{". DATE : -CSr-` Sl TYPE OF STRUCTURE: , RECHECK N/A YE/NO COMMENTS ootings/Piers I Monolithic Pour Form Reinforcement in Place i/ fio2.34- 7 ` The contractor is responsible for providing protection from freezing for 48 hours following the placeme t of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing • Heating Rough-In Insulation Foundation Walls Interior R- Foundai.ion Walls Exterior '- Floors '- Walls R- Ceiling R- Duct work or gip ng in unheate ces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed • Fire Wall 2, 3, 4 hour Firestopping • GENERAL INSPECTION REPORT . e- Y n'� Town of Queensbury c/ Dept. of Community Development Date inspection request received: —1 --G7 a Building& Code Enforcement / 742 Bay Road ( m Queensbury,NY 12804 Arrive�-)am/pm Depart .r Inspector's Initial. NAME: Y09. PE LOCATION: IC-� DATE : D J 7,c/ r TYPE OF STRUCTURE: J b I-E QV-- RECHECK N/A YES NO CO I I NTS 600tings/Piers I � Monolithic Pour Form r I M eoi G 3 , S Li Reinforcement in Place 1 The contractor is responsible for �i k_s-2__ providing protection from freezing for 48 hours following the placement of the concrete. \\, Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval K -4- 7- c/o Plumbing Under Slab / Plumbing Vent/Vents in Place Rough Plumbing / Heating Rough-In / Insulation / Foundal ion Walls Interior R- / Foundal.ion Walls Exterior R- / Floors R- . / Walls R-/ Ceiling Duct work or piping jn unheated spaces R- Proper Vent, Attic--Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam `\ Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping (518) 761-8256 TOWN OF QUEENSBURY $' BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 �."7-�. INSPECTOR'S REPORT: ARF�.�� EPAR' .,"') INTOM REQUEST FOR (INSPECTION RECEIVED: NAME CCc(rf}'� ` L./1'L'- LOCATION ,�/1�� IC? % 7 ']zDATE d'1/-i" PE' T R 77- - /i5 TYPE OF STRUCTURE '%. '.•i RECHECK APPROV D N/A YE NO OOTINGS/PIERS MONOLITHIC POUR FORM R INFORCEMENT I - PLACE HE CONTRACTOR 1 RESPONSIBLE FOR ROVIDING PROTE ' ION FROM FREEZING FOR 48 HOURS FOL •WING THE PLACE- __\/: MENT OF THE CONC• 'TE. MATERIALS FOR THI' PURPOSE ON $IT FOUNDATION/WALLPOU: REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOF1NG _ BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLAC ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERgb JACK POSTS MAIN BEAM AIR INFILTRATION B RRIER HEATING ROUGH-IN] INSULATION: / //i FOUNDATION WALLS INTERIOR R- FOUNDATION , ALLS EXTERIOR R- _ FLOORS R- _ _ WALLS R- CEILING ! R- DUCT WORK OR PIPIN IN UNHEATED SPACES R- - . /61a 40-0 .X1Z ,4.0 1 f 15 'Tii-,G 'o /40,26,61 J16 (gut , r - /L Ow() /` (5< /�"i riff 11v�C— v r ` CA-C /a.c) "Try& OA-5 No : osr /.A) - 45 /.v-6 / 1:3:tc9 (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT A. 4. 742 BAY RD., QUEENSBURY%�NY 12804 ,,, a• INSPECTOR'S REPORT: ARR `• I.DEPART'. IN 12� REQUEST FOR INECTION RECEIVED: NAME (//-ri� 4(1G -t__ z'LOCATION j1 1�. DATE ��3 i 0 PERMIT i 7J1 TY OF STRUCTURE: iCHECK _ APPROVE N/A YE NO FOOTINGS/PIERS NI MONOLITHIC POUR FORM \ REINFORCEMENT I PLACE THE CONTRACTOR S RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FO LONING THE PLACE- MENT OF THE CON RETE. • MATERIALS FOR T S PURPOSE ON SITE FOUNDATION WALLPIUR REINFORCEMENT IN • ACE FOUNDATION DAMPPRII'FING BACKFILL APPROVAL PLUMBING VENT VENTS MEW ROUGH PLUMBING PLUMBING UNDER SLAB IIIW FRAMING: _ JACK STUDS/HEADER. BRACING/BRIDGING • JOIST HANGERS JACK POSTS MAIN B AIR INFILTRATION BARRIE• _ HEATING ROUGH-IN AR INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R_ WALLS R 11 - CEILING R- DUCT WORK OR PIPING IN , UNHEATED SPACES R- r,---(1.10 Co c-- cs-7, es 99 C P ') l i4 4- 8 , 8 f.) / c -r� , 4� II �Or j, C t U ei s-(- s (518) 761-8256 TOWN OF QUEENSBURY F • BUILDING & CODE ENFORCEMENT ;y'+ 742 BAY RD., QUEENSBURY(�J� NY 12804 • ? _�,,,- INSPECTOR'S REPORT:, AR} d DEPART) A f1 V INT f REQUEST FOR INSPECTION RECEIVED: .l}Z(9 r NAME t H1 6r e , - r r SC✓ F r LOCATION 66 5 1L\e- DATE '.„I i qv( PERMIT 8 ! / 7363 TYPE OF STRUCTURE: RECHECK APPROV D N/A YE NO FOOTINGS/PIERS • MONOLITHIC POUR FORM V' REINFORCEMENT IN P 'CE THE CONTRACTOR IS -SPONSIBLE FO^ PROVIDING PROTE T ON FROM FREEZI FOR 48 HOURS FOL 'WING THE PLACE- MENT OF THE CONC• TE. MATERIALS FOR THI. PURPOSE ON SITE FOUNDATION/WALLPO R t - REINFORCEMENT IN P ACE L FOUNDATION/DAMPPR.c ING BACKFILL APPROVAL PLUMBING VENT/VENTS N PLACE ROUGH PLUMBING PLUMBING UNDER SLAB ////.. . . FRAMING: JACK STUDS/HEAD:RS BRACING/BRIDGIN JOIST HANGERS JACK POSTS/MAIN B AIR INFILTRATION BARRIER / HEATING ROUGH-IN • INSULATION: /7 FOUNDATION WALLS .INTERIOR FOUNDATION WALLS/EXTERIOR - FLOORS r R WALLS / R - CE ILING R- DUCT WORK OR/PIPING IN UNHEATED SPACES R- • cBc 1144, IC � P f GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: -/ I C( Building& Code Enforcement 742 Bay Road c \( Queensbury,NY 12804 Arrive l - am/pm Depart ,- am/pm Inspector's Initiiaalt - NAME: &Cie 4 (K-Eart_g(._ -r ERMIT / / N: f:{-C '" ATE : _r i _ LOCATIO .I��a 5 c TYPE OF STRUCTUREj5 'I-ecL RECHECK ,r/ , ) tGC. S N/A YES NO COMMENTS ' 4otings/Piers I Monolithic Pour Form 91.&R,/16 etZ7 71 17 Reinforcement in Place The contractor is responsible for providing protection from freezing fof 48 hours following the Placement of the concrete. `\ /l'to coal / `2 7 r Materials for this purpose on site \ Foundation/Wallpour `", Reinforcement in Place • _ Foundation/Dampproofing \\ti ' Backfill Approval Plumbing Under Slab �'.'i Plumbing Vent/Vents in Place / \ Rough Plumbing Heating Rough-In / '`' Insulation_ Foundation Walls Interior RV Foundation Walls Exterior.R- N . Floors <4. Walls R- t' Ceiling R- Duct work or pipi g in , unheated s es R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging `•\ Joist Hangers \ . Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour _ Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping . L — (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 '.,'.a INSPECTOR'S REPORT: ARR v DEPAR4 i)IN REQUEST FOR INSPECTI N RE IVED: _ -- NAME LOCATION el 3 DATE , � PERMIT B I-7c�(P TYPE OF STRUCTURE: RECHECK APPROVE N/A YE NO . INGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLAC. THE CONTRACTOR IS RE=PONSIBL- FOR PROVIDING PROTE,TION IRON FRE.2ING FOR 48 HOURS FOLLgWINP THE PL.CE- MENT OF THE CONCRETE-.. MATERIALS FOR THIS PUR'OSE ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS _ _A_ BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- - WALLS R- ` CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • 6 GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive �m/pm Depart 2- Inspector's Initials NAME: (2,g i � ,V(?‘ PERMIT# LOCATION: DATE : z_SF 8 TYPE OF STRUCTURE: RECHECK N/A YE COMMENTS /� Lngs/Ners I �v(j 7Q Monolithic Pour Form Reinforcement in Place The contractor is responsible for +/4 1-0 �� /1,c, providing protecti n om 'eeezing ie'R / for 48 hours folio g the p aepn en ����t 5 � of the concrete. Materials for this p rpo on site, f Foundation/Wall ur n Reinforcement Place Foundation/DImpproofing - -- - —- - - - - Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack.Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrivei,O am/pm Depart: "am/pm Inspector's Initial—e/ NAME: (eG}�c CSC `2€ PERMIT#_t_7 2 3 LOCATION: y� nn DATE : 2/6 TYPE OF STRU l - 6!$ LC RECHECK bootingsers N/A YES NO COMME►' S 4- 63 54 721 7 r4, Monolithic Pour Form 6L�� Reinforcement in Place 76 '7'7 . The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. IPl e 6 3 6 4 6 Materials for this on site / purpose Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab / Plumbing Vent/Vents in Place l Rough Plumbing / Heating Rough-In Insulation / Foundation Walls Interior R- / Foundation Walls Exterior R- / Floors R- / Walls R- / Ceiling R- / Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers / Bracing/Bridging i Joist Hangers / Jack Posts/Main beam Air Infiltration Bamer Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping ,\ rr (518) 761-8256 TOWN OF QUEENSBURY BUILDING,& CODE ENFORCEMENT r` 742 BAY RD., QUEENSBURY NY 12804 . �; '+',.` INSPECTOR'S REPO-T: ARR/,u v DEPART /10 IN'IJ REQUEST p FOR INSP CTION cRECEIVED: cQ - S 1 CR NAME CT1� ` r-1� Eci .2_,,Ir LOCATION G, e7CQ--P DATE - _\ PERMIT I c7ci -- 7 3 F TYPE OF STRUCTUR : CV: th )1' - -) RECHECK PPROVED N A YES I N� FOOTINGS/PIERS - - MONOLITHIC POUR F• REINFORCEMENT IN PLACE THE CONTRACTOR IS R SPONSIBLE F R PROVIDING PROTE TIO FROM FREE ING FOR 48 HOURS FOLLONDNG THE PL CE- MENT OF THE CONCRETE MATERIALS FOR THIS P POSE 'N SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFIN BACKFILL APPROVAL PLUMBING VENT/VENTS N P ACE ROUGH PLUMBING _ PLUMBING UNDER SLAB _ FRAMING: / JACK STUDS/HEADERS BRACING/BRIDGING JOIST/HANGERS - _ JACK /POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUND TION WALLS INTERIOR R-' _ FOUNDATION WALLS EXTERIOR R- - FLOORS R- \ - WALILS R- \ CEILING R- DUCT WORK OR PIPING IN 1 ISHEATED SPACES R- - NO ( 6/4110 v :::1._:(-0 ci (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT ''+ 742 BAY RD., QUEENSBURYn NY 12804� // 1" . INSPECTOR'S REPORT:, ARd/Vv DEPART" . I v ItSf;Cf REQUEST FOR _INSPECTION RECEIVED: ..j-'LI `Gk NAME \ \ff��,A� ` ���ct 3Cr c LOCATION `\(5-1,).. � ,9 +J DATE g_'— c,"-9 J •RMI.T A '✓ 7 TYPE OF STRUCTURE: %J lS ti RECHECK APPROVED N/A YES NO �EOOTINGS/:PIERS MONOLITHIC POUR FO REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE F R PROVIDING PROTE TION FROM FREE2 NG FOR 48 HOURS FOLLOWING 1IE PLAG - MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE JSITE FOUNDATION/WALLPOUR I _ REINFORCEMENT IN PLACE I FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS . JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: - FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- - - WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • ta, 8,,, _ 4i_ 6, 650 01(C r / / / R&i Yips 6 i f6 y,'3a- /v (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE. ENFORCEMENT LL` E' 742 BAY RD., QUEENSBURY NY 12804 r..721 ,r INSPECTOR'S REPORT:, ARllliil�'85DEPART , I REQUEST F t INSPECTION RECEIVED: LO - NAME ey7- �. � LOCATION /`7- ? 7 p DATE �/o�-//� ERMITN q-7- �,7iJ TYPE OF STRUCTURE: Cr^ 0 RECHECK _ APPROVE N/A YE NO i FOOTING PIER MONOLITHIC POUR FORM ' 1.0/ REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE _ _ FOUNDATION/DAMPPROOFING SACKFUL APPROVAL I PLUMBING VENT/VENTS IN PI, CE _ ROUGH PLUMBING I PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS _ JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- - WALLS R- CEILING R- - DUCT WORK OR PIPING IN UNHEATED SPACES R- Fa eii5e- 4 61 622 il /J 1°1 ( 0)n\ (518) 761-8256 TOWN OF QUEENSBURY I BUILDING & CODE ENFORCEMENT yw ' 742 BAY RD., QUEENSBURY NY 1280j4 �4 .a INSPECTOR'S REPORT:, ARRI,U EPART/ 0`',, INJ REQUEST FOR INSPECT�-y PO NREECCE/I�V,RECEIVE : f. c 0 NAME ) 1 / 5l g-L.. � LOCATION //�� ( ". ) DATE 1 —3 o -9 v PPEERMIT. k t -73 TYPE OF STRUCTURE: ,)- 1- i )fie REC CK APPROV N/A Y NO l' \.,'•OTINGS/PIERS MONOLITHIC POUR FORM ,-, ' i REINFORCEMENT IN PLAw. Aft THE CONTRACTOR IS RE:''•ONSIBLE FOR PROVIDING PROTE TIO ROM FREEZING FOR 48 HOURS FOLLO Ibii,, THE PLACE- MENT OF THE CONCRE - MATERIALS FOR THI' PURPOSE ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS _ JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: - FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- - FLOORS R- - WALLS R- CEILING R- - DUCT WORK OR PIPING IN UNHEATED SPACES R- • • ')''' ' 65 f 5-Ce - 7 5 `-Opp g c)(05 ± Cl `(Oa (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT r. 742 BAY RD., QUEENSBURY NY 12804 J, INSPECTOR'S REPORT:, ARR/D+2( DEPART INT 1�' REQUEST F -)INSPECTI N REC VED: - NAME _' , (� LOCATION ;'` DATE � P.•MIT A ( )- TYPE OF STRUCTURE: a '\�� RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLCE THE CONTRACTOR IS RE ONSIB E FOR PROVIDING PROTE TION OM F EEZING FOR 48 HOURS FOLLOWING THE LA E- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOS N ITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFI G BACKFILL APPROVAL / � PLUMBING VENT/VENfi'S IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS • BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- - WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R • - 226 30 (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT , 742 BAY RD., QUEENSBURY NY 12804 1 INSPECTOR'S REPORT: ARR��,/ DEPAR3Y", �INT_re----/ REQUEST FOR INSPECTION RECEIVED: J 71'9S NAME C.7,. . - f(-,2-2, LOCATION 1 4 0 cd r Jc14- "�C DATE f J C� --9 PERMIT A TYPE OF STRUCTURE: i0, � L51 -(7- RE HECK APPROV N/A YF NO FOOTINGS/PIERS !!' MONOLITHIC POUR FORM ` -___/REINFORCEMENT IN PLACE THE CONTRACTOR IS REdP SIBLE FOR PROVIDING PROTE TION F OM FREEZING FOR 48 HOURS FOLLOHI THE P1LACE- MENT OF THE CONCRETE MATERIALS FOR THIS P •POB ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING _ PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM ,AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • teM15 'Tr / 1 i 1 I 1 r (518) 761-8256 TOWN OF QUEENSBURY .• p,. BUILDING & CODE ENFORCEMENT °°w .' 742 BAY RD., QUEENSBURY NY 12804 "- -u'44. INSPECTOR'S REPORT: ARR DEPARTAkIT thee-- REQUEST FO INSPECTION� � RECEIVED: NAME 0g -K ('-se5C 2 LOCATION DATE l L4 J€ PERMIT A 11-� I TYPE OF STRUCT RE: A,v91,) Ste 4/ RECHECK I APPROVED 1 N/A YES I NO FOOTINGS PIERS \ !, MONOLITHIC POUR FORM \ -,_ REINFORCEMENT IN PLACE \ _ THE CONTRACTOR IS RESPONSIBLE FOB PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALLPOUR f REINFORCEMENT IN PLACE I FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB - - FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING - JOIST HANGERS - JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- _ FLOORS R- WALLS R- _ CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT z ' 742 BAY RD., QUEENSBURY NY 12804 '; INSPECTOR'S REPORT: ARR DEPART V INTW REQUEST FOR INSPECT 9N RE,C�E"IVED: - AV NAME ffLL LOCATION � r�/ y� DATE pJ �,�-�- PERMIT 0 }/' ! 3g TYPE OF STRUCTURE: RECHECK ( APPROV / N/A YE NO ( FOOTINGS/PIERS MONOLITHIC POUR FORM a� REINFORCEMENT IN PLACE V THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FR Z G FOR 48 HOURS FOLLOWING THE LACE- MENT OF THE CONCRETE. MATERIALS FOR THIS' LRPO ON SIT', FOUNDATION/WALLPOUR I _. REINFORCEMENT IN PLAC t L FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM 1IR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- _ FLOORS R- - WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • # 38 c �� -ok C/06 . Cdoe-PW-- 0 &661e (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 `e'e INSPECTOR'S REPORT: ARRD/I� EPARTf,'/J'J INT--'�`{� 421- REQUEST FO5nINSPECTION RECEIVED: NAME - 1Z&1q'j 6S LOCATION ET- / �j �f DATE \�'I II P RMIT A 4 ( — L 36 TYPE OF STRUCTURE: 4 -U R HECK APPROVE N/A YE NO FOOTING MONOLITH- POUR FO• REINFORCEMENT IN PL Walir THE CONTRACTOR IS REONSIB E FOR PROVIDING PROTE TION -OM F'•EEZING FOR 48 HOURS FOLLOW _.G PLACE- MENT OF THE CONCRET MATERIALS FOR THIS PURPOSE ON SITE" FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING _ BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS _ JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN _UNHEATED SPACES R- (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT !': 742 BAY RD., QUEENSBURY N 12804 et' ,«. INSPECTOR'S REPORT: ARR/, (DEPART 04 71 REQUEST FOR INSPECTION RECEIVED: i , NAME (1 t E-S LOCATION 9 DATE ( 121 9,5 PERMIT A 6 — 73 TYPE OF STRUCTURE: ` Cc--"0 RECHECK APPROV i/J/ N/A YE NO FOOTING / MONOLITHIC POUR RM REINFORCEMENT IN PLA THE CONTRACTOR IS RESPON E OR PROVIDING PROTE TION FROM EEZING FOR 48 HOURS FOLLOWING THE LACE— MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE N $ITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE _ 1 FOUNDATION/DAMPPROOFING _ BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH—IN INSULATION: FOUNDATION WALLS INTERIOR R— FOUNDATION WALLS EXTERIOR R— FLOORS R— WALLS R— CEILING R— DUCT WORK OR PIPING IN UNHEATED SPACES R— 2 � /1-,_ (518) 761=8256 4N• 7 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT VW 742 742 BAY RD., QUEENSBURY NY 12804 , I. INSPECTOR'S REPORT: ARR W DEPART(; INT411"/ REQUEST FOR INS CTION RECEIVED: �/ NAME --e 1( • �� 1. LOCATION (-A/l(� DATE (/—< "7tl PE f 00) RMIT A 9 ��0/r TYPE OF STRUCTURE: ` d'-)< "Cl, RECHECK •PPROVED N/ YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT I PLACE THE CONTRACTOR IS RESPONSIBLE F'R PROVIDING PROTE .' ION FROM FREE.,ING FOR 48 HOURS FOL •WING THE P .CE- MENT OF THE CONC•ETE. MATERIALS FOR THI PURPOSE ON SITE FOUNDATION/WALLPOU- • REINFORCEMENT IN P 'CE FOUNDATION/DAMPPROO'ING BACKFILL APPROVAL PLUMBING VENT/VENTS . PLACE ROUGH PLUMBING PLUMBING UNDER SLAB _ FRAMING: JACK STUDS/HEADES BRACING%BRIDGING ' • JOIST HANGERS JACK POSTS/MAIN BE' AIR INFILTRAI?r ON BARRIER HEATING ROUGH-IN _ INSULATION; _FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- \ DUCE''WORK OR PIPING IN UN EATED SPACES R- (518) 761-8256 • TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 's' 742 BAY RD., QUEENSBURY NY 12804 - . +` •` ` INSPECTOR'S REPORT: AR " DEPAR ! DIN'1y` v REQUEST FOR INS CTION RECEIVED: ( — 16?- NAME "r LOCATION C , Q DATE l — I PERMIT A _< f TYPE OF STRU I URE: "r eG RECHECK APPRO D N/A Y, S NO FOOTINGS/PIERS MONOLITHIC POUR ORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE T ,'N FROM FREEZING FOR 48 HOURS FOLLO ING THE PLACE- MENT OF THE CONCRE . MATERIALS FOR THIS P RPOSE ON SI FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE , FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PL' E ROUGH PLUMBING _ PLUMBING UNDER SLAB FRAMING: JACK STUDS/HE.DERS BRACING/BRIDrING JOIST HANGE•. JACK POSTS/. 'IN BEAM AIR INFILTRATION B RRIER HEATING ROUGH-IN _ INSULATION: / 1 FOUNDATION/WALLS INTERIOR R- FOUNDATION/WALLS EXTERIOR R- \ _ FLOORS / R- WALLS / R- CEILING R- DUCT WO OR PIPING IN UNHEAT SPACES R- • \_ /__-(:)12,"._ (518) 7618256 • TOWN OF QUEENSBURY s BUILDING 5 CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 Y", .--•.{t`-J- INSPECTOR'S REPORT: ARR V.1.b DEPART 17. / ,, /- - -' / ; ,✓REQUEST FOR INSP JION RECEIVED: /' L' /,S NAMEC�-, _, LOCATION ,-/� , DATE /.- 1(,2 - � PERMIT 9177'M_ TYPE OF S RUCTURE: ( '� RECHECK ). APPROVED N/A YES, NO ?,/aOTINGS/PI RS Z MONOLITHIC P UR FORM REINFORCEMENT IN PLACE ✓/ THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROT TION FROM FREEZIN. FOR 48 HOURS FO LONING THE PLAC MENT OF THE CONC TE. MATERIALS FOR THI PURPOSE 0 ITE FOUNDATION]WALLPOU REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFI e BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER AB FRAMING: JACK ' UDS/HEADERS BRAG G/BRIDGING JOIS HANGERS JAC. POSTS/MAIN BEAM _ AIR INFILT.• •TION BARRIER HEATING)OUGH-IN INSULATION: _ FO DATION WALLS INTERIOR R- • _ FOUNDATION WALLS EXTERIOR R- -- FLOORS R= - WALLS R- \ CEILING R- 1 DUCT WORK OR PIPING IN UNHEATED SPACES R- C copr (518) 761-8256 • TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT x, 742 BAY RD., QUEENSBURY NY 12804 - .7.�arx•- ;, INSPECTOR'S REPORT: ARRDEPAR'R`7 Hk ' REQUEST FOR INSPECTION RECEIVED: 1 NAME _ -_ CI ' LOCATION S ta)TE' q DATE l - at Iti PERMIT $ 1 - 7 TYPE OF STRUCTURE: AI-.Pt i:-)E A DE__ RECHECK APPROVE _ N/A/ YE NO FQOTIN RS\ MONOLITHIC POUR\ FORM ' Nj/. REINFORCEMENT IN PLACE •✓f THE CONTRACTOR I RESPONSIBLE FOR PROVIDING PROTE T ON FROM FREEZING FOR 48 HOURS FOLLO ING THE PLACE- MENT OF THE CONCRE ' MATERIALS FOR THIS P RPOSEON SITE_ _ FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE ;• FOUNDATION/DAMPPROOFING BACKFILL APPROVAL 'f PLUMBING VENT/VENTS i'IN PLACE \ _ • • /, ROUGH PLUMBING 9 PLUMBING UNDER SLAB _ FRAMING: ' JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM X ' AIR INFILTRATION BARRIER • Al HEATING ROUGH-IN INSULATION: • FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- _ FLOORS _ _ WALLS R- CEILING R- . DUCT OORK OR PIPING IN UNHEATED SPACES R- • • �,E - iL-o3 .4 VV5 1'7---cl - 1; Fos\ 7 2%--2--9 1 t (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 4 , ,` 742 BAY RD., "r`QUEENSBURY NY 12804 t*:,.. '' . _--T r INSPECTOR'S REPORT: ARR2 2.A-DEPART1:47) I Q:'J REQUEST FOR INSPECTION RECEIVED: ( / 1 Diu NAME Ye-- l/ LOCATION f L '9 ��``"" r `� DATE 1 — / 4 K PERMIT R \ / -73a- TYPE OF STRUCTURE: Q, J/'c ( - /de' RECHECK APPROVED/ N/A YES NO IF:. ) Is 2-As1, a 1-11-i" OTINGS/PIERS l MONOLITFFIC POUR FORM =7/. • REINFORCEMENT N PLACE THE CONTRACTOR IS RE E FOR PROVIDING PROTE FROM FR EZING FOR 48 HOURS FOL LUG THE P ACE- MENT OF THE CON ETE. MATERIALS FOR HIS PURPOSE ON SITE FOUNDATION WA LPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS - JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR.R- FOUNDATION WALLS EXTERIOR R- FLOORS R- - WALLS R- . CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- e)1° '--- / (518) 761-8256 4)th TOWN OF QUEENSBURY s BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 •0...;�. ;.x t;1) 0 INSPECTOR'S REPORT: ARAD- DEPAR - IN S REQUEST FpR INSPECTION RECEIVED: I 7i NAME LJiZ�k I �,(zig-% LOCATION f:-i-- DATE + g PERMIT 0 9. ` TYPE OF STRUCTURE: ECHECK APPROVED N/A YES NO FOOTINGS/PIERS exce-o,�C� MONOLITHIC POUR FORM REINFORCEMENT IN PLACE • THE CONTRACTOR IS RE.PONSI:., FOR PROVIDING PROTE TION ROM REEZING FOR 48 HOURS FOLLOWING THri PLAbE- MENT OF THE CONCRETE. i MATERIALS FOR THIS PURPOI' ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE • FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- - - WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • • /Vat Rem (518) 761-8256 TOWN OF QUEENSBURY ., .,. ' C✓✓✓ BUILDING & CODE ENFORCEMENT :`+- 'D ( 742 BAY RD., a QUEENSBURY NY 12804 f9 °'•- Z it .. a, INSPECTOR'S REPORT: ARR+� (S EPART� ',dDNT si�� REQUEST FOR INSSPECTION RECEIVED: NAME (79 Q : 'T C �Y< - �1LOCATIONf,� '�jDATE +ill- PERMIT A Oil... TYPE OF STRUCTURE: AL..'iri ' -&O R CHECK APPROVED N/A YES/ NO FOOTING /PIERS 1 7 MONOLITHIC UR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS PO SIBLE FO PROVIDING PROTE TION FR NG FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS P POSE ON SITE FOUNDATION/WALI;PG REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER - HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- _ FOUNDATION WALLS EXTERIOR R- FLOORS R- - WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • • .--) — N/&2 g cYe--5 t r Q P/C a ; /36 /37 / 3s 4 i c . (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT f, 742 BAY RD., QUEENSBURY NY 12804 `+r1,' � 2 INSPECTOR'S REPORT: AR Z' EPART/v ' IN REQUEST FOR INSPECTION RECEIVED: NAME RJR P° 1 6/c ,trt LOCATION CC� DATE i l(,�, 17 PERMIT li (7 ?—� V 3 TYPE OF STRUCTURE: ECHECK _ APPROVE N/A YE NO FOOTINGS $ONOLITH�R FORM REINFORCEMENT IN P _ _ THE CONTRACTOR IS RESPOtd ISLE FOR PROVIDING PROTE TION FRO FREEZING FOR 48 HOURS FOLLOWING TH PLACE— MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE 0 SITE FOUNDATION/WALLPOUR , ' REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING \\\J , BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE' ROUGH PLUMBING / PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH—IN INSULATION: FOUNDATION WALLS INTERIOR R— FOUNDATION WALLS EXTERIOR R— FLOORS R— — WALLS R— CEILING R— DUCT WORK OR PIPING IN UNHEATED SPACES R— • • P.,P 's' /3)- --->/. 7 O f/ h (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 ;•. r r; INSPECTOR'S REPORT: ARR F:A DEPART f 'j REQUEST FOR INSPECTION RECEIVED: NAME tr LOCATION DATE \ '-9 PERMIT N •1 [ 3 c TYPE OF STRUCTURE: A l-?1 L) ' LE RECHECK APPROVED N/A YES V NO OOTINGS PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE _ THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM F EZING FOR 48 HOURS FOLLOWING THE CE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE _ FOUNDATION WALLPOUR L REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFIN BACKFILL APPROVAL " " PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- _ FOUNDATION WALLS EXTERIOR R- FLOORS R- - WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R • - . i . . . • . . • ' . • ; . . ' . . • , . . . . . , . ' . . . . • • . . , . . . .. . . . " • 4.ttrl . . . .„ -•• • . 0 n . I '..:--:•• C-:7;1' 1---H tz,2 • . . .: •0 • . s . 4.-:1, . . k..,:•-:..:Lv ,:..., , -0 0 . • 'A i 11 C 2 • CM L.---4...."'"--.' ,..„.; . \ • . i ' . . . . 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Q `./ \` _` ,446 148 ' -6. .. ida �/ v�L � Q �� � .`\ `_ �i1 • '/ (1 ^`:'f+ T ��� �' � \� SITE DATA CHART �68 '� NEW BOBSLED DE I L / • M .9 • - •• :e.ar:. � a OrcR � © �/ 530Campground - ? z `� 4�Ra..1 �—�� i�� _ P - _ .�. -, � . � , - � --.. �- _ / � ROJECT AREA - 149,122 SF (3.42 ACRES) - ---- --- r Fyrench Mo r - f: •: ^r i 1 / °� •• 'g' �c = ;�� ,- EXISTING CONDITION PROPOSED CONDITION \�Gurney Lane an,! , ,,, _ / • �' �•i <, creation P�rk i . - ' .. �� '� s.�-� a .� .r -• �� o c \ •► :: r,e ..•. 1,364 SF (0.9 /o ........� - - j BUILDING AREA 5348 SF (3.6%) o) (MULTIPLE SMALL BLDGS. (RELOCATED GAMES 3 BLDG. • 'Wa�er___ y - � -+ \ e + •• � _ ttlOrorQ s'°' STORAGE SHEDS, & oCounty Offices- KITCHENS) •t ' uqr zuHe I ��+_ tiTown Hall 64,855 SF (43.5 „ = ,� •��' P' �- PAVED AREA 106,484 SF (71.4%) o /o) I U 8i � X .. _ ' • BOBSLED RIDE AREA 4 , .� =� ff %' V'OUS AREA 37,290 SF (25%) 82,903 SF (55.6%) .,.�,� • i ice• iZ 30% MIN. REQUIRED) ( t /• • i ,rl y RELOCATED GROUP PI NI AREA ) usem nt P ECT AREA -- 212,232 SF (4.87 ACRES 's • A ountr lub Adirondick 1 . • •r ;'�.. 1 �II 0 42; College. S ©� i �" - "•� . �aradise Beach o :: ` �'' sb .. "1� . � � G--�-.-• � � • O •• • _ — �- �\ �� I BUILDING AREA 01 EXISTING CONDITI N - 0 SF ► . - \ \, BM Golf Course .\ hs • •: — J �- f[uca > ; : •-.: • o .. t'.,vJ3t.!`6,. Y �. - r �� i PROFOSED CONDITIONS - "` :• •• --- �� 4 -PICNIC PAVILIONS 4 BLD ' - GS @ 50 x 150 (7500 SF) 30,000 SF ,-- u E •v' •'° �,PPDJECT LOCATIO ! ,� , _� . _ r ,�► 1 BLDG @ 55 x 105 5,775 SF Z - ` (RELOCATED BLDG.) ,nt n • " f . `�•/� -WAREHOUSE 1 BLD , r I / GS 50' x �= I GROUP PICNIC AREA lso 7,soo SF • __ , • • o • , \ �1 - -KITCHEN FACILITY 1 BLDG @ 90'x 155' 13,950 SF l s\ 1 BLDG 3 5 x 60' _.orive-irt, X ,r •. • Golt - Ptac►�.. -RESTROOM @ 2,100 SF Theaters; .,J•• ,\\:�', ran• ' ° r o - i _�'• .�:r1<``` . • .' a TOTAL BLDG AREA 59,325 SF (28.0%) CROWN EXISTING CONDITIONS PROPOSED CONDITIONS . Fb , BM 4ti6 ■ 0 i r _ 1Substation Queem,Elem Bch 1 �! ,Cem-�``l �."'- _ . _.O ; `�,� E ' PAVED -AREA 212,232 SF 100% * o �7S6,� \ M ( ) 30,421 SF (14.3 /o) *(EXISTING PROJECT ---, ou« Bch AREA IS GRAVEL & 472 - Sr High --� Mid Bch . 1 Cem 47 , •' II ou°� . Ja ,v . ✓ i y ... . 16 :. Sch ,. - L EXPOSED SOIL & IS OW SEMI -PERMEABLE PERVIOUS AREA O SF* 1229487 SF (57.7%) (30% MIN. REQUIRED) r~ K � � Location Map Scale.: 1" = 2000' Vicinity Map Scale: OCTOB R'29 1997 P 100' O REVISED DECEMBER 5, 1997 \ \°� FRAME BLDG. \ \ \ f 0 \ �� z n \ � f FERRIS WHEEL D _0 ` � o \ D SILT FENCE \ /x Z /I / xZ Z / x EXISTING MACADAM G P I rn TO REMOVED P I" m / X l j// j/ \ CONCRETE j jj /// EXISTING S TO BE REMOV D P I R A T E% EXISTING MACAD / TO BE REMOVED / � Ec //////// LIJ +—x--__x—x x--x— _x=-x-x x -_ x 0 Ld Z f + \ + 0 + + + \ + \ \ � TE X x X x I X U YI Z J CZ)Zt a x /NCO RET. WALL 4' / E)dSTING iONCRETE WALL TO / /BE RE JOVED N m N \ \ I �P I EXISTING MA,CADA a TO BE REMOVED a � U ¢ I I � I I � I I I \\\ VTVVE CONCRETE PAD TO BE REMOVED EXISTING BUILDING TV BE RELOCATED ¢ 0 Q U a g NG BASKETBALL TO BE RELOCATED o � ¢ U I O0 CRETE 1� 3E I REMOVED\ 220 — F.F. 223.63' 2" ¢ J EXISTING RIDE 'T� \ BE RELOCATED \ \ e' \ 14" pine/ I l / 22E \ r 15 �oak\/\ \ \ \ N C \ \ \ O E 0 ( •1 \ ` \ / \ \ 12" DEMOLITION NOTES: U AT ALL LOCATIONS WHERE EXISTING CURBING, CONCRETE PAVEMENT OR BITUMINOUS PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE. 2) PROTECT EXISTING TREES TO REMAIN PER DETAILS. SILT FENCE Rig C + \ 9 94 \+ \ \ O \ \ oak \ / RETE PAD TO \ / /BEJ MOVED \ ( 14" pine •- • /�\ \ AD \w ` t l a� I* q,6k\ \\ / o l • lts' oak \ E A 30� ° al 2 / \ \ \•� ( 12) maple \ I I I I I Z 1 I EXI TING Y I VLNqL TO BEREMOVED'� "oak o A �1oak \ ` 2" pop \ \ \ \ SILT FENCE C T T R D , 10" p4plor •/ `I / ! \ \ q M ( • _ \ 1� poplar / Z LAW/ LAWN birch klu+ti 16"took (110 oak ` t LAWN 1 t6" P)he / 20" / M A C A D A M x R \ ry� ryp ,o tiry / EXISTING CONCRETE \ i \CURB TO BE REMOV ti SEXIST 6G CONCRETE \ ° W'ALC TO BE REMOVEg s� oEc RI`RELOCATE G CONCRETE PONE cURETAINING Re\N \RETA EXISTING O#GAN HOUSE I \ WALL TO B RELOCATED \ \ 101 G \ \ G PD P coNC 222\ \\\ M F \ \ \ TI METAL ARCHES i EXISTING aak BUILDING TO _ '16"�pla \ 90 \ 1 BE REM4 WELL O • 2a \ \ CASING / `\ — \ E�STING \ P // /./ // \ \ i • aXENCE T 8" lhp Fnp•EMOV f / //1 STORY •�., k j///.//////�/FRAME'/./�//./�/ / F F o �� �\ X ,-F XISTING ��\\ /// z� �o . BU ING TO \ ( of UILDING/// /' // / \ / / / / BE OVEI;i // DIRT ///// �QO AREA ////1 /// \1 X 2 WA Ej// j// mx \ \ 1 o CONIC E E P D TO \ 'RBE R xVE Z\ _224— a vJi CONC. TI IN A NC x LAWN B O oak* XI O M C a I O C/ _2 / C T 1-12s, E STOCKa_A� co —a— ❑ X v FENq I (16"oak 1 _ X _ EAST NG / —228— X XIRON X FENCEX�— FENCE TO _ — ' L BE I oP� o I X 23o __ x 1 � / / I q _ / / 2�0 0 / _ _ — 234 — I CURB _ / P� / / ISLAND / / LPG 'B�#OE I G / EX k 236 — I '✓X PAUL BUNYAN Oo STATUS / / I LIGHT / / - 238 — CON POLE k / — i ► I — /Nc / 240 GRAPHIC SCALE M / F 20 o 10 20 40 X o IN FEET ) 1 inch = 20 ft. / + 242 80 the LA group Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 L� Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 1997 Design LTM Drawn BJC/CNT Checked LTM U 0 Z z A LOT w W/ a wog wow 12/5/97 - REVISED PER TOWN COMMENTS Project 97146 Date 10 29/ 7 CAD # SLEDBASE Drawing 2 + 0 0 R \ \\ \\ \ \\ \\\\\\ \ \\\ \ \\-------'' 280 \ \ \ \ \ AN \ �---------- _PERCOLATION TE�LRES TS----------- 260_\\ - ``- \ ------ --_ 2 Nest pits were dug �n-8 er 21 a December 1. 1997. Test �fertormed-b - - ` ` ` ` \ _` \ \ ` ,o \ \ \ \ \ \ \ og�T-Eosaceriified so scientist B -6oniel- D �L esjordins, PE both of the L.A. Group got�d is on area o th�'hos-� t0.�feet of sandy fill spread over Tfie-areo �rnresti \ \ \ \ \ \ \ 24O p, at- exeess' drained Adorns soils. -� TEST PI he. %urf ce�.c feet of .Ticdiiiill Suna Wlin view str ` — _ \ \ \ \ \ \ \ \ \ \ ��o _ oads_of fine _ 'fE-6T_ PIS; the`sufaC"i 5 feet of medic. nd with a few �rorsds�of-_fi[e - �260 \ \ _ �� - _ gravel. layer from 5 to 6-feet is ttNie-Originel-ground level. It is dark brown loom - - - - \ sand. - _ _ _ Y - ` - _ The loyer�rom_5 Lo 6 feet is the on i of - \ -Ond-. g`-grQunvel�li is dark-brswnloomy----__-_-` \ \ P The Idyei- from to 8 feet is coarse sand - - - "Me-I%W from 6 to 8 feeds zroors"aw. \ \ \ \ \ \ \ The leyt_r from 8 to >I6 feet is very cobbly as nd wtfh -c-few.small ulders. - -�- _ ' 'The- Ioye from 8 to 14 feef is very tabhtysand with a few'smott'bonldsrs_�- / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ There are no seeps.�►�moiftes end no other-boun 240 �,� ri - - - - - " - _ _ _ - - �250 erco The original ground level, hydric silty -and fine so \ \ \ \ \ \ \ \ \ \ 22 \ \ y \ \ p atntion�cote is I minute - 35 seconds. - _ _ _ were no see \ I I \ \ \ \ \ \ - - _ - _ buLthe change in texture and hydnc-cf>ecor,iernind cafe f o - I ------ - , TEST PIT #2: the surface is 3 feet of coorse sandy fill. - - - _ _ - - Owt-is at least seosonorsatorofioa_At thisl I in the soil krotite — �F \ - - -Tber_e ore no see aL 4leyed gray hydric soil cabrs 4 feet \ \ The origindrgraimd Tevel is at 3 feet and is loamy fine sand with thicl�root indicoti a -b� �re� W 4 - - - \ _ - �'e hoi�ndory condition. The p`ercole#ioa_ rote is I minute-35 seconds. mat over gravelly sand to o depth of 5 feet. _ - _ _ - _ _ 20 \ \ \ \ / /^ \ \\ \� \ \ \ \ \ \ \ \ \ \ � / \ \ \ \ \5JQ_8 feet is c,Qbbly -Coarse sand _ _ - - - : the surface is T feet-aI!Lxoorse sandy fill. � > IY - Th"Aginal round level is of 3-feet and is loom fine son'd with-o-thick root _ s 240 \ \ \ \ \ 0 16 feet is cobb coarse sand wish -strands of small -1iooulders, Y �7 `ere arr-no - ` — 230 — over grovell9 senrLfo a depth of 5 Teer -- \oo� \ \ \ \ \ \ sus, no mottles and no other boundary cooditions.-The_ _ _ 5 to 8 feet�c coarse sand.- \ po 0 ion rate is 2 minutes - 30_ecor�s� -- _ - - - - - ( �_ \ \ \ \ P d 8 to >17 Te-et-is-cQbbly coarse sand -With sironds of small round boulders.- he s ils off .site-siteclassified os Udipsammenfs (deep exce - - - - - - - - e$I°° / '_ - \ \ \ \ \ \ \ 'f f i ey�Icoine9 Adorns sand �droined - - - - - - - - - - - \ \ \ \ s edi ents) over somewhat excessivl - - - - -There orb' no seees, no mottles onil n"ther boundary conditions. -Tfie — \ \ \ \ \ T PIT # t percolation rote is�2"minuteg - 30 second3: _ 230 \ / I : �e-9raursd water was interce ted of about 3 1/2 }tet-befov� - - - - - - - - - - _ - - - - - �� \ \ I / > / / \ _ W \ \ the-surfai:e. The p - - - _ �o \ I \ ( rn \ \ \ \ \ \ \ \ \ ground wafer is at the some�eut es-ihe ground water of or near the The soils at the s�te-ere_cl�sified sTJdipsammenfs (deep excessively drained surface in the large wetland just oJlt#e iUrf�er north. - _ O _ _ — — — _ sandy sediments) over somewhat ey �,q�� — \ ezC\Sivl Koine —---.--- 220 208 OR OV �i \ \ \\ ------ --- LINKFENC �x-�- x�-- I \ 1N 21 \ --- �\ x i /! ` 0 = \ \ \ REMOVED x N i x \ / 0— x X X X ---- �-�--� —\ IN LINK FENCE �., *—•— / / / / \ GPI ° 1 RE OVED EN 'CS Y �. ------ X V XQ�� t CN \N�-EC1\6pA / I (----212 ------ I � 20 I /- - - - - - - - - - - - - ----- I \ Ile' ( I \ , w �- fo i , ti ��` o I y I I \ ► a , 20[ X\ x c=� ti ,� L-------212--- X I ; / �\ i I w 0 I IXI I / / X 270 x\ \ I // / // \ ( / L \ '76�_� \;fix C\A \`off •�Q x XPP��a��F X FENC/xix Pao i I I \ I I P' 3 / / \ o I I I \\\ I I 0 I a. y`' I I I ► I \ I yl I � / / \ \ ti� ��� ' I 100- WETLAND BUFFER °�Yt I I G i c CTION S>TAGIN I TO BE DONE I / \ LU NO C NSTt . U. 1 0 THIS I AREA I I a: I \ I WITHII 1 I I co �G�`' I I W X I I 1 I I 411 X I I / 41 I I 1 I I I of I / o ti \ mi I 1 I I I P� I I I / NI \\ 1 Qo& I o P41 LU I inI I G X ' JP� I I I 21q <1 � I I\ \ \ I I \ \ 10 ' x\ ' x \\ x N X Ov x � \ X �_ _ / \\ I / 2, X ----- 216----X-- / \ I X —---------- / 210-- \\ X ---- - / \ I X x / / / t GRAPHIC SCALE / I X J / / / — — — — .— 220 — — — \ 2(0 0 10 20 40 ( IN FEET ) inch = 20 ft. ao / �// \ �---___ \\\ / ////// ////// /---------------- X }` _- ' _ _'—___ \ -/ �/ / / / / i' X-------------- �Gzc�F `X T X Q X / CHANNEL 110 CONCRETE RIVER / O P�� / / / / Ap the LA group Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 ka Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 1997 Design LTM Drawn BJC Checked LTM . . U A � w W �H a � a W "oc� W fx waa� 2 a � U U a wiz z a wWz V w o Z o W 0 E- Revisions 12/5/97 - REVISED PER TOWN COMMENTS Project 97146 Date 10 29 97 CAD # PICBASE Drawing - 0 0 z FERMS WHEEL CONCRETE \+\"A X X X XX X X1X X�X'_ /+ + z + \ + + \\ \\ \+ TE + \ X + � + X BOARDING X PLATFORM I X I X 4T * PE X�X— - I '. x NEW RAGING IRIVER QUEUE NEW CHAIN + x LINK FENCE I I NEVI OPEN I x R= AF A x 2 II 10 I x BITUMINOUS WALK I x I I i I I , a GONC. P AD 0 a Q M a 0 a U c 2 RELOCATED HYDRANT AND VALVE a 0 0 I O10 00 I 01 o OIO O ol® I O O 0 0 W TER I O V LVE 0o D D N� O O00-1 0 l 0 <>D o 0 • r�z WM �z " <no NOD N W:0- 0 OO O 0 CIO H X W 0 010 00 0 o � 2r43'24" + 0 0 � 0� +\ ���-f-�ti��v 0 � 0. `+ NOTES: � \ GENERAL O + \ \ 1) TOPOGRAPHIC INFORMATION PER DRAWINGS TITLED "TOPOGRAHIC MAP FOR THE GREAT ESCAPE. +f v� PROPOSED BOBSLED RIDE" a "TOPOGRAPHIC MAP FOR THE GREAT ESCAPE. PROPOSED PICNIC AREA"; SCALE GLENS FALLS. I" - 20% DATED OCTOBER IT. 1997; AS PREPARED BY COULTER 8 McCORMACK, 0 0 \+ \\ 0 \ 2) CARE SHOULD BE TAKEN IN ALL EXCAVATION DUE TO EXISTENCE OF UNDERGROUND UTILITIES. 3) ALL NEW GRADING IS TO BE BLENDED AT "LIMITS OF GRADING WORK" INTO EXISTING GRADES. 4) NEW PAVEMENT IS TO MEET EXISTING PAVEMENT WITH SMOOTH TRANSITION OF LINE 8 GRADE. 9 + UDING STOCKPILES OF EXCAVATED MATERIAL STORED BOBSLED RIDE CENTERLINE 0 0 O O O 0 0 0 OI 0 O O 0 0 1 � o O� 0 0 O 1 BOBSLED FIDE � 0 0 00O• uRg�NG P O P � GONG c M PG 9�NG CONCRETE GJR RETAINING GONG WALL yo \+ 5) ALL CONSTRUCTION ACTIVITIES (INCL — QUEUE FOR BOBSLED ELSEWHERE ON THE PROPERTY) SHALL COMPLY WITH THE N.Y. GUIDELINES FOR URBAN EROSION �� + 8 SEDIMENT CONTROL AS PUBLISHED BY EMPIRE STATE CHAPTER OF SOIL 8 WATER RIDE 8 SERVICE ROAD /0 CONSERVATION SOCIETY. \+ 0 ♦ O \ - I 10 + O O \+ 2 I + 10 L —f \ 0 0 + �+ 1 �1P ` O MANHOLE 9 \ 9 �- O BOBSLED FIDE �+ CENTERLINE �+ RELOCATED 0 PRATE SW • � � a _ FOE • X .. i �X x — � Z WATERO I DRAIN !v • AX Z I �- NEW QUEUE FOR BOBSLED RIDE Q x Z QUEUE FOR BOBSLED RIDE 8 SERVICE ROAD P Oo 0 0 0 0 0 0 FOOTING. TYP. M A C A D A M METAL ARCHES I 10 BITUMINOUS WALK �o ►',oAF,��•Q 4Q�Q`O!v Q' kFF\ X CONC. STOCKADE .❑—❑—❑ FENCE x CONC. X�X�y LEGEND: EXISTING CURB — X — EXISTING FENCE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT «--�---�— PROPOSED FENCE/RAILING GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. the LA group Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 L� Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 1997 Design LTM Drawn BJC/CNT Checked LTM .. C) Z w Z w A w W 0 ^y p-( wog W �? � 0,0 9O� W A W A V O V 1 Z , Ln Z >[ L — Z Wwz a �a �o vwz Wzpe. O W E= Revisions 12/5/97 - REVISED PER TOWN COMMENTS Project 97146 Date 10 29 97 CAD # SLEDBASE Drawing FERRIS WHEF-L 0 1 — CONCRETE .+ _X--x_x +//x'x- X--X--x _x_Xix / +/ x x x Ix_� �+ + "5 \+ + + \+\ +\ + + \ \ JE + \ h \ + I � X BOARDING X PLATFORM I X x POVE X�� X�X X'�X— �X'X—X—X—X— X_ -- X'X X X�X I x _= I x I I x NEW OPEN I I PICNIC AREA I I I x I I x I I I CONC. ?AD ❑ w \ ❑ ❑+\ J N Z_ N \ O ❑ ` O \ i n, 0=' N 7 Y Iw— Z \ DO \ \9 O Z o w \ \ \ Q o w 1 ` \ \ J Q 0'W \ O \\ ` + O \ 228\50 ?\dP\ \\ \ \ \ \BERM\ @ \ 226 14" pi 24. AS 226 1 90 + \ gUEUE FOR BOBSVIZ'� 9�y + 'Z� RIRE a SERVICE ROAD 2, � IN O / \15 Oak \ 222.42 LP "E26.56 HIP \ ` / I \ \ \ �rO ` • 1 \oak \� — �\ \ C \ \ \ \ Y 12" oak\ \ Z (\ �W\ \\ • Mi \ \ O O 218.50 PP O I + • s 1t61 oak \ 2>? C) I / /0 2 �•6"•ra2' m k aple I I I I I I J N \ I \ \ \ '-ZZ / I I O O J G )) 226.,50/HP \ /� -t�6"\oak /12" P PIPr �° \ \ \ \\ I I \ 141 k\ O G❑ I \J� 2 � -7" 8" tak O \ 24� �/ / \\ \ x _8- Oak • 1 / _ - \ \ \ D D(oak \M x O /� -/ f n) W Q / Q / \\ j--� N� 226. 0 P / 'O ( 01�8"\ok \ \ -° \ 94, m a r 22P.50 HP < —{ p k 1 O I \ 16(' oak m "O C O •/ 6" Z as " oak I r r Z w M G� \ \ \ birc /CIwS'i \ ( • ( • + \ i RELOCATED N a p❑ O O i PRATE PoDE MP F\\ i \ \ O O ( lip x 18" �ak • / \ WATE ' DRAIN \ \ — >C — 222 — -- _ / BERM < 228.00 HP o 0 EUE FOR OBSLED m \ O / _ IDE & SER CE ROAD X \ GATE U \ 222.42 / \ 1 226 X 224.92 1a _ 226 - - \O." kiDE CENTERLINE O 224 X v\ cortc. - ELEV ° / AT/ON + O O / I X I O 121 oak• \ ° X CONC-- —226— N p p /O / - \ 224 ,- / — — 1 ❑ m ( • STOCKA� j \ 16 p)he 226 FENC� I O❑ Q❑ / _ �� 1 228 (16" ak / X X X IRON X FENCEX V0� // I — /-\ —22B— — L \ (/ \ 14" ine LLJ 226 0 HP /( • 12"pine/ < I 2�� \ Q 0 / / O / / \ / \ RELOCATED C) GAMES / 23 yq \ N \ \ 6\� o y�0 I �_--234-- \ 222 — O / METAL I �'/ / \ M A C A D A M ARCHES CURB ISLAND , 22 \ PG �Py / / � LU . ox \ 1 \ e i I / / X� / � a / �P \ \ '~ S I �I ' / \� \/X/ AUL A UE AN / `�� 238 — — ° C,Rg�NO CONCRETE NG cONORf \ 0 , CONC- \ WALL LEGEND: — 230— EXISTING CONTOUR PROPOSED CONTOUR 231.05 PROPOSED SPOT GRADE Jr 240'- � � GRAPHIC SCALE t0 20 40 F 20 0 MPG � � \ \ \ � �� q O q X / \�/x � 80 the LA group Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 L� Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 1997 Design LTM Drawn BJC/CNT Checked LTM . . U 0 z w Z A � w W a w0� r�o� p., aaa �l 1� O rO V O V� 0 fil W W 018 V L 1-4 w Wwz 0 � a T� U Z 4.' Z 0 w A WZ Revisions 12/5/97 — REVISED PER TOWN COMMENTS Project 97146 Date 10-29-97 CAD # SLEDRASE IN FEET ) 1 inch = 20 ft. + ti -- / + 242 — Drawing 20 — — — — — — — — — the LA group \\ \ \ \ \ \ \ \ \ \ \ \ 260.E — — — _ ` — \ ` \ 2�0 — _ — — — — — — — _ Landscape Architecture \ _ ` — — _ _ _ — — — — and Engineering, P.C. 40 Long Alley _ \ Saratoga Springs 260 --__ New York 12866 518/587-8100 \ \ \ \ \ \ \2/4 \ \�\ —_ _ Telefax 518/587-0180 \ f, \ \ \ \ \\ \ OTC \_ '_ —_ ` _ ► d d 26 \ \ \ ��\\ ��\\ \ \� O'C'�O ��G� \\\_\\�_----� _---------------__�`_ — --_—__ .� --___— \ __ Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State 50 IN,QUO — — — --- -- __ --_ — 2 Education Law. o S►, \ �` \ \ \000" _ — — — — — — p © the LA Grou1997 \\ \ \\ \� \\\ \\y\ Design LTM —204 240 �� \\ \\ \\ \ \ \\ \\ \\ �� — — `— ---__— ----__ --------Drawn BJC GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. \\ \\/°�cl \ \ \\ \\ \\ \� \\ \\ / \ __—_— —_ .1,P�--- Checked LTM — + �O 5 ° OQ•��c�j Q �`—Q,�"��--------- \ \ I � ° \ � J�J�/�� I � \� \may\ � \ • \ \ \ �P Q� �P--- —-------- -- �- ' 4�P�, ---- / I \ "'A x i / I i ' k 1 x I I I 1 I 1 I x101,° �I II I o I I I 20�--� 1 NCD --212 x( xti, w / I R,_ x 210 Q i jx 1 1► + �--_ i 1 I I I i — 6 x !h I I I + I \\ x el 1 + I I I \\ I I I I I \\ I + I I \\\ 4. O I I I I I \\ I I I I I I X I I 1 x I U. I I I i I m I I I I I I I I I x�` I I I I I I mUj N I I I I 1°n o I I I W % W Q� U: I Qf o N I I N I I x I 1 I m CD I too I \ x x o� \ \ J \ LOADING DOCK 01: / b \ \ 1� P/ 80 IfP / i i'--------------- � / // // �/ DLO /� � ti��� _-226 GA\O§�: he CO x��1. �QPO _ x U,- x QO / x x- �� x DNA x x \ 220 ----- xfx—" -�- /x � NCB x / x / Y x / x SEE SHEET 6 FOR INFORMATION IN THIS AREA e �i LU pp Z A Z � w W P, v, O a 1� W f�i wow p40Q Z 0 0-01 rA 0 w � w TTtw�� U V zH � � A Wwz T�01V Z v 4.4 'Z FBI ° w A WZ04 0 E-• Revisions 12/5/97 — REVISED PER TOWN COMMENTS Project 97146 Date 10 29 97 CAD # PICBASE Drawing O 0 z 0 FERRIS WHEEL v CONCRETE X X X X� X�X___ / XX X X X� \ TE X I X I X x I x P�E X _x x—X— �-X�X X�X X X X_X I— • I � • • I • I47 7 • JH NEW OPEN PS 5 • PICNIC AREA AS I • I • 4 IPS • BEER GARDEN • CONC. PAD Q 0 < U < < 0 < U Q FRAML BLDG. OZ kD 0 5 PF 3 KL RELOCATED HYDRANT AND VALVE 0 Q U 0 'O 0 I LAWN 010 I O 0 0 I O O O10 O � xZ P PO Xrrnn EXISTING TREES TO REMAIN O O + 0 0 ° o/ \ ` O y 3 + / ° ` PA O 0 ♦ OO • \y, 0 / 14" pine/ ° / QUEUE FOR BOBSLED 3 —RIDE & SERVICE ROAD i PA S � \ \ 15•oak/ QR O °lO 3 I OR I PS • , O O OR I ° 0 W TER VALVE O 0 0 D D 0 nZ O -n O O O 0 m I 0 0 r*1 _0 r- 6 ° mDD @ / �— < —1 p 16j' oak/ \ \ PS C D Z W � I \ kirch �fwfi� \ 16"(oak 110" oak T • • o D co ro o N 10" o�k / N EO OI ° O omoo O . O O O 5 NcA BT 18" 6ok • } i'100 6 • JH • • • a0 ° 6 3 BT 3 JH 2 JH JH LAWN 9 + 9 O + 9 \J_ O ♦ 0 \ • 12",oak / ( 12" ook 1 1 \ ( /� 1Nook 14" (pine • \ / � 1* / k • 0 1— ' oak ° O1 • 0 �— QUEUE FOR BOBSLED �1\ RIDE a SERVICE ROAD I ( • 14" 1 ak 3 \O / PS O •_ 0"�� waft O BP 0 ( • LAWN QF O` O ( • 4" Rine �/ \ PA 6 • ( • 12"lpine PS 1 ^�"�ine JH ' g 7 CA O 0 O ° POVES pEGORPj\ O F-3-1 NJHg�NO CONCRETE GUR RETAINING o BTGONC' WALL GURg1NG GONG. M A C A D A M 4- 0 \ + 1. / � k (• "• 12''1 maple \� /\ 6 10 (�aa� r �` � / \ I / 41--1Q"1oak 66"look 12" P PIPr 6"(oa1`. / / � 1 \ 8" dak 10" P�Plar • `1 / —8" ¢ok • / \ 17/-ok \ 12" auk / 12'1 oak* ( 16" oak LAWN P 0 P / G P A 12"(oak • 1 I� PLANTING NOTES: I/ ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.. 2) LAWN MIX: BY WEIGHT SPECIES GERMINATION 30'/ TALL FESCUES 90% 20% HYBRID KENTUCKY BLUE 87% 50% TURF -TYPE PERENNIAL RYE 90% 3) ALL EXISTING TREES WITHIN PROJECT AREA TO REMAIN ARE TO BE PROTECTED WJTH TREE PROTECTION FENCE. SEE DETAIL 7, SHHET 10. EXISTING TREES TO REMAIN .+ + _ �o O \ 9 �i L + RELOCATED PRATE SHIP X `� RIDE � � — �X I �X zI13 EA �x • m Z • m x I GATE \ x • ° 3 ° x CONC. 7 PS a STOCKADE BT 5 —O x FENNCECE I 3 BT OR ,GO x 0Q�Gp P � O �PGP� RELOCATED GAMES BUILDING \ v X c�ReN 1\ X CONC. "ON, XEN x s X XIR N X EENCEX I X I x I X LEGEND: • 10" oak EXISTING TREE *LIGHT POLE EXISTING LIGHT POLE LIGHT POLE PROPOSED LIGHT POLE • DECIDUOUS TREE EVERGREEN TREE ;• ORNAMENTAL TREE PEPSHRUBS the LA group Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 L� Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 1997 Design LTM Drawn BJC/CNT Checked LTM U w z A � � w w � P.,O�W a 0-4o� Fi•/ :� M W A W A W W � O Vl Wwz w o, O V V wz °w A Wz� E— Revisions 12/5/97 — REVISED r PER TOWN COMMENTS �N GRAPHIC SCALE 20 q o q \ o 10 20 40 So M Project 97146 Date 10 29 97 ( IN FEET) CAD # SLEDBASE 1 inch = 20 ft. Drawing 8 �j I `------- \--------- \ \ \ \ \ \ \ \ \ 60� — — — — — — \ \ 2>0 260_ _-,Oe — — — OZ ol f 1 \ \ \\ \\ \ \\ \ \ `\ \ \ \ \ \--- _—__-- 240— 0 IN -204 240 add \ \ �. — ` \ — IN 220 —__--208 \ G\ \\ \\ \\ \\ _ _ ---- _— ----'\\ --- \ �' — _"'220 jtK \ o 4- xti I \ 210 _\ xy, yo212 b I I ---------- ----� /x VOLT-EYBALL \ \ \ X c> X oT°I I / ( COURT IyR� \ r w I x� I I I \ A w g • I Z / 1 Y I I I \ Q O Z a O a J GC I I I I \ W �� \ QWO I I , ` -k\ 43 Q o off/ / / I ( 0 + Ci pF °lye �—--212--- ---\ O�5 0O I � W k�k I x x 270 / / Ix I t - 1 I I Ifx x / ti� �� i o 000010P lb rep 1 ` I \ \ ° h / • P / G I I I x I I I I xry ' �oo� I 1 I I I \ \ • �� 2�6 — I o I I I I I \\\ I• / / \ 1y 55 X I I I I W ,, 4� ", I I i I I I xv� I I I I I I W_ t / I-J \ \ W ti6 c N o I Z \ 2 �� • 2 2 I I I I I UJ Qo w o N P 04• z >Wd'LLJ . co I I I o x ' I ' CL.� % a \ Z�� • '' I 1 I I i I I • z O °' \ a to• IO5 acri >� b a \ x \ � a • v00 0CC 4 I . x Q0 � I \ ? LOADING DOCK I i ZZ / I 1p, / \ x �a .. \ \ � J \ / \ Z • o° x x1y1 Wr_ \ �1a- -------216----"�� --•— / x rb o / / I °' I x 9� / / / RETAINING WALL °��/ / ti°�� x / / / — 220 GRAPHIC SCALE Q — — _ 20 x�/ —_-- _ 0 10 20 40 80 x / x� �� — 0` / / / /--------------- ( IN FEET) / / i — 226 1 inch = 20 ft.i— — — — — — — — — — — G / J 0 ti� / / / / by y ,fit x `/ tic K / / // CONCRETE RIVER CHANNEL / �o xry J� " / / xry / / / / ! / / v� 7-10 --- ro — I 0 L� yF'P 0Q / a d5 Q / O 0 I r\ x II \ I f M i x R 3OR0 6oS • lip x i �x x / x / x � Y / x i Y � x x / x x� the LA group Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 7— Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 1997 Design LTM Drawn BJC Checked LTM • . �i LV O Z Z A � a �o W w�� f� aa►�a w V W Z _U F�1 U ' Z H �Z w Z H � wwZ w �) W t� moo, o U � V Z � W O w A H Revisions 12/5/97 — REVISED PER TOWN COMMENTS Project 97146 Date 10 29 97 CAD # PICBASE Drawing 9 the LA group 2' ASPHALT TOP COURSE 6" COMPACTED GRAVEL SUBBASE COMPACTED SUBGRADE BITUMINOUS WALK DETAIL N.T.S. 1 1/2' N.Y.S. D.O.T. TYPE 6 BITUMINOUS CONCRETE 2' N.Y.S. D.O.T. TYPE 3 BASE BITUMINOUS CONCRETE 12" N.Y.S. D.O.T. ITEM 304.04 TYPE 4 GEOTECH FABRIC COMPACTED SUBGRADE BITUMINOUS CONCRETE PAVT. DETAIL N.T.S. 4" CONCRETE SOFT BRISTLE BROOM FINISH PERPENDICULAR TO WALK O \ 6' X 6" # 6/6 W.W.M., 2" CLR , ; 6' DEPTH GRANULAR SUBBASE COURSE NYSDOT SECT. 304. TYPE 4 COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STD. PROCTOR NOTES: 4 -EXPANSION JOINT SPACING - 20-25' O.C. -CONTROL JOINT SPACING - 5' O.C. NOMINAL 10 -CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 2% TYP.) -MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED 1:20 4" DEPTH CONCRETE SIDEWALK N.T.S. JOINT SEAL .Lr 2" TOOLED JOINT BOND BREAKER BACKER ROD PREMOULDED JOINT FILLER EXPANSION JOINTS TO OCCUR 20' O.C. MAX I/2' JOINT a AT ALL CURBS, WALLS, B WHERE SHOWN ON PLANS OR OTHER DETAILS EXPANSION JOINT 2" 2" z TOOLED JOINT 5' O.C. OR AS SHOWN a ON PLANS a OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND %:— ENTIRE PERIMETER OF CONC. PAVEMENT. • - d a JOINT SCORE JOINT CONCRETE PVMT, EXPANSION/ SCORE JOINTS DETAIL N.T.S. CHAIN LINK. TOP SELVAGE ND S CORNER POST KNUCKLED TOP RAIL � o TENSION BAR SLEEVECONNECTION ics TENSION BAND WITH CARRIAGE BOLTS AND NUTS PROVIDE 1/4" WASH ACROSS TOP OF FOOTING (typical) a .2 a B 0 3,000 PSI CONCRETE ` FOOTING 12' DIA. TYP. I 18" DIA. o GATE POSTS 9� 10'-0. O/C MAX. LINE POST TOP LINE POST BOTTOM SELVAGE KNUCKLED 36' MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 10' MAX. C. TO C. W............ ............ .......... .......... .......................... .............................. ..... .......... ............................................................................ 0 W m O Q r C9 — J J a a: x ............ V 0 IL > cc o m .- - a N W aDOQ ---- ...........::.:.::.:.:::::.:.:::.::::. UJI 140X MIRAFI FABRIC OR APPROVED EQUAL; PERSPECTIVE VIEW FASTENED SECURELY TO FENCE POSTS W/ STAPLES 6� SILT FENCE DETAIL c d U U U U TREE PROTECTION DETAIL 36' MIN. FENCE POST 140X MIRA FI FABRIC OR APPROVED E . 0 FLOW EMBED FILTER CLOTH MIN. 8' INTO GROUND SECTION DOTES: ►TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. ►THIN BRANCHES a FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. ,TREE SHALL BE PLUMB a STRAIGHT. ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3"C x 8' CEDAR STAKES, 3 PER TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING. DOTES: ►TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. ►NEVER CUT A LEADER. ►TREE SHALL BE PLUMB 8 STRAIGHT. INSTALL 3 GUYS PER TREE EOUALLY SPACED AROUND ROOTBALL. ATTACH 1/8' GALV. STEEL CABLES * 2/3 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. 4' GALV. TURNBUCKLE EA. CABLE 3' s X 2' LONG CEDAR STAKES. 3 PER TREE, DRIVEN IN AT A 254 ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 3" HT. PLANTING MIX SAUCER 3' DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE DRIP EDGE ORANGE POLYETHELENE WARNING FENCE WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA" METAL POST z 2 is Q *SPACE SHRUBS AS 2" DEEP MULCH INDICATED ON PLANS *THIN BRANCHES AND SAUCER AROUND ^'tc_ �; ° FOLIAGE BY 1/4, SHRUB w ` 4 }" w RETAIN NORMAL PLANT �- SHAPE. CUT AND REMOVE BURLAP FROM TOP O 0 3" FG. 1/8 OF SHRUB BALL _ �1= 6r AMENDED BACKFILL -1 I SCARIFY SUBSOIL TO MI " N. 4 DEPTH a a MIN — — . OF .BARE ROOT — SPREAD SHRUB PLANTING DETAIL 10 N.T.S. N.T.S. PRECAST CONCRETE NOTES (MIN. STDS): -ALL CONCRETE TO BE 4,000 PSI * 28 DAYS -MIN. REINFORCEMENT: 6" X 6" 10/10 WWM ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) N.T.S. N.T.S. VARIES .A.a m W > CD 0 ELEV. OF RIM AS INDICATED ON GRADING PLAN. CATCH BASIN FRAME AND GRATE BY SYRACUSE CASTING, CATALOG No. 1186-D HEAVY DUTY, OR APPROVED EQUAL. F.G. PAVEMENT FLAT PRECAST CONCRETE COVER, TRAFFIC BEARING 2�_gr I EI I I=I I= —I 11=1 I I—� I 1�1=1�1= BY FORT MILLER OR APPROVED EOUAL. = _ III —III —I '-i I MI � I EI II1 III —III —1=1 11111—i I I 1=I I I=I I I PRECAST CONCRETE BARREL SECTION BY FORT MILLER OR =1 I—III=1 8" 4'-0" I—II1=III= 8" APPROVED EQUAL. I1=1I1=II OR 5'-0" WHERE I I —III= —I I I —I I I 1=1 I I-1 I I INDICATED SELECT GRANULAR FILL -III—III I=1 I FEI PIPIE SIZE AND I-1 I �I I II � I �— INVERTS AS -- 7EIII=1I I �—III =111-11 INDICATED ON PLAN PIPE G RARE AS PER PLAN 11 IEi I -I I I= III —I —III "' I=1 I I ;D III- —III III III — It 10" CRUSHED STONE IIIII 1=II SUBBASE =1 I I=1 I I=1 I �I 11=1 11=1 I EI I I=1 I I=1 I I=i I I=1 I I=I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 III= I I=1 11=1 11=1 I hl�l 1=1 11= COMPACTED SUBGRADE PRECAST CONCRETE CATCH BASIN DETAIL Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 L� Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. (D the LA Group 1997 Design LTM Drawn BJC/CNT Checked LTM U C) Z Z A � W W�L7 W �paW a aaa a U WW Z �z� Wwz O 0 H T� U � wz A ow Wzr� W H Revisions 12/5/97 - REVISED PER TOWN COMMENTS CHAIN LINK FENCE DETAIL N.T.S. EVERGREEN TREE.PLANT.ING N.T.S. Project 97146 Date 10 29 97 CAD # DET1 Drawing 10 3 HEAVY DUTY MANHOLE FRAME 8 COVER CASTING, CAMPBELL #1009 OR EQUIVALENT. TYP. CEMENT MORTAR ALL AROUND FRAME (TYP.) -\ PRECAST CONCRETE GRADE EXTENSIONS AS REQUIRED; CEMENT MORTAR SHALL PLACED BETWEEN SECTIONS AND ENTIRE EXTERIOR r--- FINISHED GRADE LIQUID LEVEL 4' NOM. o -� INLET PIPE Z 10" h INLET INVERT � 3' ABOVE - = OUTLET INVERT Q 4" NOM. m PVC v SANITARY TEE (TYP.) �k- in 1-6 C' 12" CRUSHED STONE SUBBASE UNDISTURBED SUBGRADE CROSS SECTION INSIDE OUTSIDE OUTSIDE LIQUID BAFFLE TANK SIZE HEIGHT LENGTH WIDTH LEVEL OFFSET 'Ho 'Ll we 'A' $Be 2,000 4'-9' 13'-0' T'-O' 3'-9" 42" GREASE TRAP DETAIL 3 HEAVY DUTY MANHOLE FRAME 8 COVER CASTING. CAMPBELL #1009 OR EQUIVALENT, TYP. CEMENT MORTAR ALL AROUND FRAME (TYP.) -� 24" ca� ELAN PRECAST CONCRETE GRADE EXTENSIONS AS REQUIRED; CEMENT MORTAR SHALL PLACED BETWEEN SECTIONS AND ENTIRE EXTERIOR �- FINISHED GRADE LIQUID LEVEL 6" NOM. m -� " INLET PIPE t;_2 INLET INVERT 2i 10" °D 3" ABOVE " = OUTLET INVERT a tO " NOM. s PVC v SANITARY TEE (TYP.) " , - " pr ry 12" CRUSHED STONE SUBBASE UNDISTURBED SUBGRADE CROSS SECTION INSIDE OUTSIDE OUTSIDE LIQUID BAFFLE TANK SIZE HEIGHT LENGTH WIDTH LEVEL OFFSET 'Ho #L' 'MI' 'A' 'B' TANK #1 6,000 6'-2" 20'-0" 10'-0' 5'-0" 6'-10' TANK #2 3.000 5'-O' IT-0' 8'-0' 4'-O" 5'-10' SEPTIC TANK DETAIL GREASE TRAP NOTES: I. EXISTING SEPTIC TANK TO BE MODIFIED 2. PROVIDE INLET AND OUTLET TEES OF SCH. 40 PVC AS INDICATED. EXISTING CONCRETE SEPTIC TANK MEETING ASTM C890 4' NOM. 0 OUTLET PIPE TO SEPTIC TANK HIGH DENSITY POLYETHYLENE PIPE GASKETS AT ALL PIPE CONNECTIONS JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS ASPHALT BITUMASTIC COATING ENTIRE INTERIOR AND EXTERIOR SURFACES AS SPECIFIED N.T.S. PRECAST CONCRETE SEPTIC TANK MEETING ASTM C890 AND REQUIREMENTS OF SPECIFICATIONS 6" NOM. m OUTLET PIPE TO DISTRIBUTION BOX HIGH DENSITY POLYETHYLENE PIPE GASKETS AT ALL PIPE CONNECTIONS JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS ASPHALT BITUMASTIC COATING ENTIRE INTERIOR AND EXTERIOR SURFACES AS SPECIFIED N.T.5. LOCATION STAKE - REMOVABLE COVER 4" MIN. DIAMETER INLET AT >_ 1/8"/FT. SLOPE PERFORATED LINING (PERFORATIONS NOT SHOWN) FILTER FABRIC TOP VIEW 20" MIN. T-4" I.D. •�.� '�i� '/ice '/�� �� '/..� '��� '/�� �i •/sj •/�� 'I!� 'I�: SECTION A -A MINIMUM RING OF kRGE AGGREGATE /4-2 1/2" IN DIAMETER) GRADE III=1 I I=1 I �I I SOIL 4" 12" MIN. SANITARY SEEPAGE PIT DETAIL INSTALL APPROVED LIQUID LEVELER - INSERTS AT ENDS OF ALL DISTRIBUTOR PIPES 8 SET ALL OUTLET INVERTS AT SAME ELEVATION. BAFFLE FLOW 4"s SOLID WALL PVC (SDR 35) _� SEWER LINE FROM SEPTIC TANK OR DISTRIBUTION BOX NO. 2 PRECAST CONCRETE o3 30 DISTRIBUTION BOX BY FORT J -J -J MILLER CO. OR EQUIVALENT (MIN. 8 OUTLETS) PLAN VIEW PROPOSED FINISH GRADE J cc O W 2 a W 0 W WI U-, I W Q W W x W �x U O � Z Z Lj J W 0 V X cr It W W 0 3 = W W 00. z � Jaoc moo WZa 0 2x J W:)U_ Ill mo 2' MINIMUM GROUNDWATER. BEDROCK, OR IMPERVIOUS STRATA N.T.S. 4'a SOLID WALL PVC (SDR 15) DISTRIBUTOR PIPES TO SEEPAGE PITS 1/8"/FT. MIN. SLOPE FLOW FLOW HIGH DENSITY POLYETHYLENE P!PF GASKETS AT ALL PIPE CONNEC #ONS L BAFFLE REMOVABLE COVER 4"m PVC INLET PIPE _ 4'e PVC OUTLET PIPE, TYP. INVERT 2' MIN. ELEVATION O O - FLOW I 2" MIN. FLOW T + APPROVED SUBBASE MATERIAL F NO. 2 PRECAST CONCRETE DISTRIBUTION BOX BY FORT MILLER CO. OR EQUIVALENT (MIN. 8 OUTLETS) SECTION VIEW DISTRIBUTION BOX DETAILS N.T.S. PITCH FINISH rM . PRECAST CON EXTENSIONS i CEMENT MOR' PLACED BETVI AND ON ENTI 8" HEA SOLID PRE -CAST CC DRYWELL SE WASHED GRA CRUSHED ST 3/4" TO 2 1/ SIZE FILTER FABR 8'-8" 0. D. DRYWELL FO COMPACTED SUBGRADE �STORIVIWATER DRYWELL DETAIL J SEPTIC SYSTEM INSTALLATION TABLE SEPTIC SYSTEM #1 (RESTROOMS) STRUCTURE INVERT IN INVERT OUT TOP ELEV. BOTTOM ELEV BUILDING SEWER 213.75 SEPTIC TANK #1 213.55 213.30 216.2 +/- DIST. BOX #1 213.02 212.77 DIST. BOX #2 212.61 212.36 DIST. BOX #3 211.72 211.47 SEEPAGE PIT #1 212.20 214.2 +/- 202.20 SEEPAGE PIT #2 211.96 214.0 +/- 201.96 SEEPAGE PIT #3 212.18 214.2 +/- 202.18 SEEPAGE PIT #4 212.20 214.2 +/- 202.20 SEEPAGE PIT #5 211.96 214.0 +/- 201.96 SEEPAGE PIT #6 211.42 215.4 +/- 201.42 SEEPAGE PIT #7 211.07 215.1 +/- 201.07 SEEPAGE PIT #8 210.70 212.7 +/- 200.70 SEEPAGE PIT #9 211.22 215.2 +/- 201.22 SEEPAGE PIT #10 210.83 214.8 +/- 200.83 SEPTIC SYSTEM #2 (KITCHEN) STRUCTURE INVERT IN INVERT OUT TOP ELEV. BOTTOM ELEV BUILDING SEWER 212.00 GREASE TRAP 211.80 211.55 214.1 +/- SEPTIC TANK #2 211.50 211.55 214.2 +/- DIST. BOX #4 211.15 210.90 DIST. BOX #5 210.84 210.59 DIST. BOX #6 210.40 210.15 SEEPAGE PIT #11 210.04 212.0 +/- 202.04 SEEPAGE PIT #12 210.43 211.4 +/- 202.43 SEEPAGE PIT #13 210.43 211.4 +/- 202.43 SEEPAGE PIT #14 209.95 211.0 +/- 201.95 SEEPAGE PIT #15 1 210.09 211.5 +/- 202.09 SEEPAGE PIT #16 1 209.70 211.7 +/- 201.70 the LA group HEAVY DUTY Landscape Architecture FRAME 8 GRATE and Engineering, P.C. SYRACUSE CASTINGS 40 Long Alley MODEL NO. 1186D Saratoga Springs New York 12866 518/587-8100 FILTER FABRIC Telefax 518/587-0180 INLET/OUTLET PIPE SEE PLAN FOR La SIZE 8 INVERT Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 1997 CEMENT MORTAR IN a OUT AND ALL AROUND PIPE (TYP.) Design LTM Drawn BJC/CNT Checked LTM FILTER FABRIC FILTER FABRIC SOIL SEPARATOR N.T.S. SEPTIC SYSTEM BASIS OF DESIGN RESTROOM BUILDING (SYSTEM #1): ASSUMPTIONS USED: TOTAL NO. OF TOILETS INCL. URINALS, A = 32 EACH VOLUME OF WASTEWATER PER USE, B = 1.5 GALLONS NO. OF TOILET USES PER HOUR, C = 12 USES/HOUR TOTAL HOURS/DAY TOILETS ARE USED, D = 6.5 HOURS/DAY TOTAL DAILY FLOW, Q1 = A X B X C X D= 3,744 GALLONS/DAY SAY 3,750 GALLONS/DAY SEPTIC TANK 5,625 GALLONS (1.5 Q) USE A 6,000 GALLON TANK APPLICATION RATE = 1.20 GPD/SF (NYSDOH TABLE 6) REQUIRED ABSORPTIVE AREA, E = 0.83 SF/GPD AVAILABLE AREA FOR A 10 FT DIA. SEEPAGE PIT, 10 FEET DEEP, F = 314 SF/EACH (NYSDOH TABLE 10) THEREFORE, EACH SEEPAGE PIT CAN HANDLE 378 GALLONS (F / E) DESIGN: 3,744 GALLONS @ 378 GALLONS/ EACH TOTAL NO. OF PITS = 9.90 EACH USE 10 SEEPAGE PITS KITCHEN FACILITY (SYSTEM #2): ASSUMPTIONS USED: TOTAL NO. OF WASH SINKS, A = 2 EACH TOTAL MINUTES/DAY SINKS ARE USED, B = 180 MINUTES/DAY (3 HOURS) RATE OF WATER USE, C = 5 GALLONS/MINUTE TOTAL DAILY FLOW, Q2 = A x B x C = 1,800 GALLONS/DAY SAY 1,800 GALLONS/DAY SEPTIC TANK 2,700 GALLONS (1.5 Q) USE A 3,000 GALLON TANK DESIGN PERCOLATION RATE = 1-5 MINUTES/INCH APPLICATION RATE = 1.20 GPD/SF (NYSDOH TABLE 6) REQUIRED ABSORPTIVE AREA, D = 0.83 SF/GPD AVAILABLE AREA FOR A 10 FT DIA. SEEPAGE PIT, 8 FEET DEEP, E = 251 SF/EACH (NYSDOH TABLE 10) THEREFORE, EACH SEEPAGE PIT CAN HANDLE 302 GALLONS (E / D) DESIGN: 1,800 GALLONS @ 302 GALLONS/ EACH TOTAL NO. OF PITS = 5.95 EACH USE 6 SEEPAGE PITS U O w z z W a� �, O WXO W go W 1:4QQ' p.� aa0.� w a U Way �z0-4 � a �wz H � W p� a o " A C7 w� z H xod W _- Revisions 12/5/97 - REVISED PER TOWN COMMENTS Project 97146 Date 10 29 97 CAD # DET1 Drawing