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2001-766 � ` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010766 Date Issued: Tuesday, November 26, 2002 This is to certify that work requested to be done as shown by Permit Number P20010766 has been completed. Tax Map Number: 523400-302-018-0002-061-001-0000 Location: 267 SHERMAN Ave Owner: CITY OF GLENS FALLS SCHOOL DISTRICT Applicant: GLENS FALLS FIELD HOUSE This structure may be occupied as a: By Order of Town Board Commercial /.Industrial Unheated TOWN OF QUEENSBURY (3 Cyr Director of Building&Code Enforcement TOWN OF QUEENSBURY `oN 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010766 Application Number: A20010766 Tax Map No: 523400-302-018-0002-061-001-0000 Permission is hereby granted to: GLENS FALLS HIGH SCHOOL FIELD HOUSE For property located at: 267 SHERMAN Ave in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MORSE FOUNDATION, THE Commercial/Industrial Unheatec C/O NAMIC Total Value PRUYN'S ISLAND GLENS FALLS,NY 12801 Contractor or Builder's Name/ Address Electrical Inspection Agency CIFONE CONSTRUCTION PO BOX 684 GLENS FALLS,NY 12801 Plans &Specifications 2001-766 GLENS FALLS HIGH SCHOOL FIELD HOUSE 4654 SQ FT FIELD HOUSE AS PER PLOT PLAN SPECIFCIATIONS $232.70 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday,November 07,2002 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Quee u ; <;d Tsda ,November 07,2001 SIGNED BY / r �,;�: 4� for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development, 742 Bay Road, Queensbury,NY (518) 761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec. Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: C►t-'��n� � , Ct, rt;, Owner: �oY S z �ovnc\PTion Address: 'c, cc x (A Address: 1?) 1:)Y nr,S \5\hr‘a 5 c u s N`t \awl Phone# T9 -C 4q Phone#(S\g) l4a - AWa Property Location: Lot Number: / House Number / Subdivision Name: Tax Map Number: New Building: residence commerc`. Estimated Market Value of Construction: S 503, ❑ Addition: residence/ commercial 1 If an Addition,what will use of new addition be? o Alteration: residence/ commercial ❑ No change to exterior size: residence/com'l O Other work(describe Check Occupancylnformation lec Floor 2nd Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet O Single family dwelling ❑ Two family dwelling o Townhouse / o Multifamily dwelling 1{. #of units ("" o Office tit) ❑ Mercantile r,c r i 1 200 ❑ Manufacturing 7r l ❑ 1 car detached garage �� A'QW QU eUrl®l o 2 car detached garage hl �1Vpicog @aCy It` ❑ 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage o 3 car attached garage o Storage building- commercial ❑ Storage building- residential o Other 9(059 What is the proposed height of the structure aca feet 0 inches Will any second-hand or ungraded lumber be used? If so, for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: \V Q\ Number of Fireplaces to be installed Number of Woodstoves to be installed ` 3 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder C,\co L 80Y (owl "lcia gaga Plumber /,\. "1- CER J\J \Ca `N".,,,,-„3c --)ct�- (Stogy Mason C:GC.oN(:, C sT _)90. --93-4a Electrician C,a � Cyr s ��a -q aqa Declaration: please sign below after you have carefully read the statement: 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 Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature: owner,owner's agent,archite t,contractor BLDG. PERMIT NO. 200i-766 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; Glens Falls Field Hose / Morse Foundation for the following uses: 267 Sherman Avenue Field House 4 ,654 sq. ft. field house building July 16 , 2002 DATE SIGNATURE OF�9PPjICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ( APPROVED ( )DISAPPROVED with the following conditions: All outstanding items will be corrected by end of August 2002 (as per Jim Girard) . They are as follows: landscaping around field house to be installed in August, landscaping along road on the west side/end entrance And sign to be installed; speed bumps to be installed. TEMPORARY CERTIFICATE OF OCCUPANCY F . $10.0 DEPOSI : () 100.00_ received on /1-1 (1460 ca. Date of Issue ) Director of Bldg. & Cod Enfo ement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES / U"/JS 3r D Fri-©=M-'I�I°I•E-D�'FI ��SI�1�I - On ^�,�,� C NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. COMMERCIAL FINAL INSPECTION REPORT • Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 .�n Dept. of Community Development Ii9�`/�kl a 7/54D2 Town of Queensbury Arrive an )Depart atn(0 / 742 Bay Road Inspector's Initials AZ'2 'na( o 7/5/Z Queensbury, NY 12804 ����� f 2 NAME Roi5e. 1Ct�}(eleibe J�j elmsg-A /T/�/4 /'��� )PERNIlT# !/ 7-,2(�od /o LOCATION 5'J pie,„/ /4v p DATE //--.7-e—G'Z TYPE OF STRUCTURE N/A YES NO COMMENTS ChimneyP'B"Vent/Direct Vent location h r ,, Plumbing Vent �I v / f?le�4!/1l/t C C e(GCIC'/1C'l/e5 Roof Complete J Exterior finish grade complete Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacing platform/decics Stair handrail 34 in.-38 in. Step risers 7%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 f.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/a hour door Storage/receiving/shipping room(2 hour), 1 '/z doors 1 'i hour doors and closers .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 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.fl.. 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 Active listening system and signage assembly space Final Electrical Site Plan/Variance required_ 7( . Final Survey,new structures X 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) Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request i ir'n 769 SCHEDULE �_l Received: Perm' # li INSPECTION ON: I f Name: C� 5 .j'ixt b � 1 e-,i U' I4t( /0 l i'/ CeptPM ANYTIME J Location: 511.9 ,A n�� �13i,• APPROVED N IA YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL BATTERY _ v� '�� �f6� 1 l i� EMERGENCY LIGHTING FIRE EXTINGUISHERS X (, FIRE ALARM SYSTEM t`/I ��� ,f t )/ a l (A3 FIRE SPRINKLER SYSTEM P Y \ �/i �}=J 1 FIRE SUPPRESSION SYSTEM V HOOD INSTALLATION / . ��INTERIOR FINISHES -- �\ C-V�L/"1 STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS ' CLEARANCE TO ELECTRICAL ,f REQUIRED SIGNAGE EMERGENCY PLAN , MAXIMUM OCCUPANCY SIGN CHIMNEY 5 /4TZC; !.I U/) MASONRY ROUGH IN 1 1419k FINAL CI CHIMNEY 0 VT(ell - FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS ' APPLIANCE ROUGH IN FINAL FIREPLACE C • MASONRY ROUGH IN OK THIS DATE NOT OK FINAL c--" FIREPLACE FACTORY BUILT ROUGH IN INSP TED BY FINAL COMDEV/CHRIS J/WORD/LETTERS2001/FIREMARSHALINS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive 1 jbli p part 742 Bay Road Inspector's Initi Queensbury, NY 12804 LOCATIONNAME G Z��� ���� F PERMIT# M� (�J� DATE TYPE OF STRUCTURE N/A YES NO COMMENTS ChimneyP'B"Vent/Direct Vent location Plumbing Vent Roof Complete Exterior finish grade complete Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacing platfotm/dedcs 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/fu nace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,00'0,000 BTU's(2 hour) Gas furnace shut off within 30 fl.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 'h doors 1 hour doors and closers 14 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 '/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 -landicapped 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 Smal Electrical ite PlanNariance required — / L ObGRP 13C0 EFinal Survey,new structures V .As-built septic system layout required Okay to issue temp.C/O(Cestif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif of Compliance) liri-1 AL - COMMERCIAL INSPECTION REPORT Request received: 7 II b O a— f , Office Use Town of Queensbury (518) 761-8256 ARRIVEV. ee 1: DEPART liw�., rr: 742 Bay Road j Ready at time: �- Queensbury, NY 12804 Inspector's Initials /n Meet: NAME S,L� PERMIT# 0 , `� At time: LOCATION cP7 TYPE OF STRUCTURE `t, v� slr. 'woe 't. INSPECT ON/e): . Môc Notes: I`iv N/A YES NO Chimney/"B"Vent/Direct Vent location Lik Plumbing Vent Roof Complete COMMENTS Exterior finish grade complete �,,o - Interior/exterior guardrails 42 in.platform/decks (74C ( v lInterior/exterior balusters 4 in. spacing platform/decks ' el, Stair handrail 34 in. -38 in. 0-- tStep risers 7%in. i�(i--- �—1 G 0 _r_ Main door 44 in. '"/ /J) .L` All others 36 in. , �y !" Lever handles • `04 0 Gj Exits at grade or platform Canopy to cover req. exit doors Gas valve shut-off exposed&regulator(18 . .hove 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 ho >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft. or within line o ite Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),'/4 hour door _ Storage/receiving/shipping room(2 hour), 1 %2 doors 1 '/2 hour doors and closers %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 '/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 r Handicapped bathroom grabg bars/sinks/toilets y V e ��� C Handicapped bath/parking lot signage �/Q 13 j / 5 Handicapped service counters 34 in.,checkout 36 in. �(` ��„ J l� Handicapped ramp/handrails continuous/12 in.beyond ' `-- $ t b\--� 5 Active listening system and signage assembly space Final Electrical ‘(71 Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue TEMPORARY C/O—Certificate of Occupancy yes no Okay to issue PERMANENT C/O—Certificate of Occupancy yes no Okay to issue C/C—Certificate of Compliance yes no TOWN OF QUEENSBURY ,l`'' •r BUILDING El---CODE ENFORCEMENT n t��yy : 742 BAY ROAD c � tiN QUEENSBURY NY 12804 ' ` " ' (518) 761-8256 ARRIVE: DEPART: INSP: lJ_ FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELLING (hotel, motel, apt. complex) • DATE INSPECTION QUE RECEIVED: NAME Mpr I....)J_Qc S1-� `' LOCATION 61 .f C Ud - A . -% 0, DATE -7 k) A ERM T N • TYPE OF S RUC 1.10E tA yin 1 FOOTINGS HACK' ILL_ FRAMING_ I MBING INSULATION N/A 1 YES NO CHIMNEY/"B" VENT/HLIGHT J+ PLUMBING VENT/FIXTU , S ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES FLOORS • FOUNDATION INSULATION INTERIOR STAIRS RAILINGS STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PENETRA ION FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAIL PLATFORM/ELEVA'OR • HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING / FINAL ELECTRICAL SITE PLAN/VARIANCE REQ. (-)FINAL vFINAL SURVEY PLOT PLAN, IF REQ OK TO ISSUE C/O OR C/C COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. 00 I \ Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. N 9_ 7 9 1 2 8 Cut-in Card No Owner MO /2.-G e- Peeeit-f 4-77 Location 5 kt-87/2,,,K ?TA.) Installation Consisting of/ /3 et)ereed1 C/0 e6Fee-e 2'6 C/ ; ) N b /7-- z--/ rz--5) 6 e7,2 65E, 4_/rpf -#0--A.D/ i / 4P/211e72?512, "../--70/4 -/2-0 u 7-72,4-vs a ii-3,1s- -7tr1e6 Installed By •)- 4/1-4.1)1°‘61--1 Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin inspections at any time, and if its rules are violated,the Company shall have the right to rev ke this ert cate. Date .7Zr_ INSPECTOR Member N.F.P.A..I.A.E.I. .: FINAL - COMMERCIAL INSPECTION REPORT _ _ Request received: -- J�_ Offic• Use Town of Queensbury (518) 761-8256 ARRIVE -3-a in DEPARTS:%0 ain 742 Bay Road f pm 3,iyi Ready at tim-. Queensbuiy,yNNY 12804 / "'Inspector's Initials A //l05-e FeLktlict 1/P Meet: NAMEPERMIT At time. LOCATIONZ.17.3Aevnu�-4'.Ili- 7 - TYPE OF STRUCTURE [�f'-vela SC______.- INSPECT ON(date): ' J e2, N es: N/A YES NO ?/ /®2-- Chimney/"B"Vent/Direct Vent location Plumbing Vent Roof Complete CO ENTS Exterior finish grade complete Interior/exterior guardrails 42 in.platfoiu,/decks a--- r Interior/exterior balusters 4 in.spacing platform/decks Stair handrail 34 in. -38 in. Step risers 7'/4 in. /4 ! /�-P /t/IAv '1 Main door 44 in. \ , All others 36 in. / .�iL, al-A—� Lever handles Exits at grade or platform / C a Canopy to cover req.exit doors / JQ Gas valve shut-off exposed&regulator(18 in.)above grade / /�✓ `mil Floor bathroom watertight / Other floors okay / Hot water relief valve / 01‘ z//v :56 Y:7 Boiler/furnace enclosure / , <250,000 BTU t i � _-per "'I ,64a-git- '�-�``' 250,000 BTU too 1, /000,000 BTU's(1 hour) ce„+' .r.,71-- >1,000,000 BTU's(2 hour) / Gas furnace shut off within 30 ft. or within line of,dite r• ,4 / v �L Oil furnace shut off at entrance to furnace area / • u t� l.._de,(ei/uz(' Stockroom enclosure(1 hour),%hour door / j'e• pStorage/receiving/shipping room(2 hour),}//?doors jt' "`� -'�f % i_0 0 i 1 %2 hour doors and closers 1 V. %hour corridor doors and closers / I ' �772.)2/7/-7LO-• .4 _.,_,,,,,,..,6 A,,,, Firewalls/fire separation,2 hour,3-h6ur complete / Fire dampers,2-hour fire wall/separation or greater j ,, i ,✓ (� - %2 Fire door/shutters 1 hour, 3 hour ,. je Ceiling fire stopping 3,000/5,, w ,, 4 000 sq. ft. 4 / / ✓ Fan shutdown, smoke vents/or fan t r1 / o- Exit door/panic bars ass i bly hardware_ Elevators Elevator signage/ A/10 G dee (7 i Handicapped bathroom grab bars/sinks/toilets Handicapped arking lot signage /�1��� ���P1 Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/ 12 in.beyond L� e (0.2r— /FinalActive listening system and signage assembly space Electrical V Site Plan/Variance required V Final Survey,new structures X7,e,4 1 """'�`C-�L ,o As-built septic system layout required ,P, Okay to issu TEMPORARY C/O Certificate of Occupancy yes X no Okay to issue PERMANENT C/O-Certificate of Occupancy yes no Okay to issue C/C-Certificate of Compliance yes no \. 1111 " Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone(518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request / SCHEDULE _�� Z Received: Permit# ph- 7 116 INSPECTION ON: Name: �' ,�u,5 cj I C'��� Hoot act, - AM gip,NYTIME Location: autifidtaki Ave, APPROVED N/A YES NO COMMENTS EITS AISLE WIDTHS kee ekea EXIT SIGNS-NORMAL �� - BATTERY �4 )/��C� EMERGENCY LIGHTING �} /va` FIRE EXTINGUISHERS 'C. FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS \\ CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN �1 MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD . STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE QK FOR b NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN IN P ACTED BY FINAL COMDEV/CHRISJIWORD/LETTERS2001/FIREMARSHALINSPECTIONRE PORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)'761-8256 Dept. of Community Development Town of Queensbury Arrive/J1 am/pm Depart am/pm 742 +;';ay Road Inspector's Initials Queensbury,NY 12804 ,,�� NAME � ri L � PERMIT# 0/-76& LOCATION DATE l J3 TYPE OF STRUCTURE / N/A YES NO OMMENTS Chimney/"3"Vent/Direct Vent location IV Plumbing Vent / Roof Complete i// Exterior finish grade complete / Interior/exterior guardrails 42 in.platform/des /ck Interior/exterior ballasts 4 in.spacing platform/decks r// Stair handrail 34 in. -38 in.Ste Ma n 73/am�_M 1lfain door 44 in. i 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 t Boiler/furnace enclosure L/ <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),'/+how door_ Storage/receiving/shipping room(2 hour), 1 '/z doors / /// �j'/QSer.J 0"/ 2 �`°'� 1 hi hour doors and closers / �/j1�Uf 1G7�S I .hour corridor doors and closers / -� C�'Y7,�45,� 4re �) Firewalls/fire separation,2 hour,3 hour complete ✓` C/ 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. /2 Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware // Elevators / / � J /, Elevator signage / (4-0 Pi Ort/� i Handicapped bathroom grab bars/sinks/toilets /// /� �/ c Handicapped bath/parking lot.signage / ✓ d4 / �V (G r /, v' / 1(:r ✓/`A-3 Handicapped service counters 34 in.,checkout 36 in. ^ L.J U Handicapped ramp/handrails continuous/12 in.beyond ✓/ Active listening system and signage assembly space ✓ //�,,( /�' Final Electrical / �^4/ F//4 ;& /2r. Site Plan/Variance required Q/� c J� Final Survey,new structures / !�� As-built septic system layout required ✓ Okay to issue temp.C/O(Certi£of Occupancy) ti5 Ji,��Qy Okay to issue permanent C/O(Certif.of Occupancy) / / Okay to issue C/C(Certif.of Compliance) • Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: (t��=1��'1 Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIV Dam/4 D P ''T3% m Notes: (518) 761-8256 Inspector's Initic. s NAME: c es PERMIT# p2Q0 LOCATION: c�(4)- �� /,�� INSPECT ON(date): " o� TYPE OF STRUCTURE: 0CCI (Oerf RECHECK L71;&521(S , N/A YES NO COMMENTS . Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from:reeziig for 48 hours following the Iacement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproo Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing arg ough-In Insulation ndation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- eiling R- Ce? 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready e: /11 Dept. of CommunityDevelopment Request received: //mm Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART 6 am/pm Notes: (518) 761-8256 Inspector's Initial\� NAME: -1- 16 1� tV PERMIT# Q`eD( —/ && LOCATION: c=2LY l SPELT ON(date): �o TYPE OF STRUCTURE: (-FV148 RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respo.si e for providing protection fro 'freezing for 48 hours following . e placement of the concrete. Materials for this . . .ose .f site _ Foundation/Wa 1pour Reinforcement in Place Foundati on/D ampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Plate Rough Plumbing Hes n 7 Rou In ulatt / n S ' ��►-.. -7/ Foundation Interio. R- Foundation 1/ is Exterior R- Floors '- Walls R- Ceiling k- - e 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Ready at time:34l.) Town of Queensbury [Pi Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE°,O am z EP es: (518) 761-8256 Inspector's Initi NAME: —4 PERMIT# ` 'I (.0 YD LOCATION: S �,.� �i� INSPECT ON(date): 4 - /g-0 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in Plac The contractor is re•.onsib.e for providing protectio from eezing for 48 hours followi ig the .lacement of the concrete. Materials for this purpose a site Foundation/Wallpour Reinforcement in Pla. Foundatio amp oofi g Backfill Ap Plumbing Under Slab Plumbing Vent/Vents in P o ce Rough Plumbing - Hea • ou;!,ji I t ,sFound �t nY� r• �l� zJ" �L �- Q�as� ��L1--r,� t7 1 Foundation Walls Intel-ill r R- Foundation Walls Exter•.r 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT q,) Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: . Building& Code Enforcement At time: 742 Bay Road ' Queensbury, NY 12804 ARRIVE9)Lm a z. ART a am pm otes: (518) 761-8256 Inspector's Initi is _ r NAME: PERMIT# o I - LOCATION: Dip-7 \l \ AN-12_, INSPECT ON(date): -c)-O-al OD-, TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour 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 p .ose o, site Foundation/Wallpour Reinforcement in Plaa• Foundation/Dampproo ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P . • Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior - Foundation Walls Exterior '- Floors R- • Walls R- Ceiling R- Duct work or piping in unheated spaces R- P per Vent,Attic Vent raining ‘:/// . el- ds/Headers Brae' ridging oast angers Jack Posts/Main Beam /1/ • Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at Dept. of Community Development Request received: ? Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE V;50 am/ i E ART2-4 a » ores: (518) 761-8256 Inspector's Initi ' • NAME: U / . '(� PERMIT —7 LOCATION: D.(40-7 e!`?), - _ Ave4,..4,Lo-----INSPECT ON(date): c �^� TYPE OF STRUCTURE: `_Y RECHECK L CPS S J N/A YES NO COMMENTS VV Footings/Piers � �� ....� RDA) T Monolithic Pour Form Py j j B P-PC f dG 1 /i , Reinforcement in Place 6TA�6Ee_ED I\u)AN Fao Gi� 0-5.3F6, The contractor is responsible or providing protection from free ing i Fee-- p b n SC�O� for 48 hours following the plac ent l_t °E- Ut f—re '7' C' of the concrete. L Materials for this purpose on site wb�'Ru__---T- .w_Ac Foundation/Wallpour ME-t+-{ 6g�lF1G� c Reinforcement in Place Foundation/Dampproofing e GW_PAP ` e_05.6 Backfill Approval �� � Plumbing Under Slab O --v-Wy j D t o- dJ\-k 3` Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- n \ Walls R- Ceiling R- Duct work or piping in unheated spaces R -} - Pr•.- ent,Attic Vent 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:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc • FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSP TION REPORT REQUEST RECEIVED /5 a)--PERMIT# ;201'ebb N�M C TIN SCHEDULE INSPECTION ON 3/IS c:)-9V -"" 10-L,Z A "M ANYTIME APPROVED L/ NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTE FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNIT • REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT i REMARKS: ❑ OK TO THIS DATE L J "��%� L M,�J0 y-�96 UL,fir 1 ;1;; r!;Vj{ Q-Yji `110 o xclGcc ay ;h /\ &d 3 C»� t�'L try;00 R C iy� 1 -ZA. i INSPSUP.PUB .INSPECTOR GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive I'.30 m Depart a pector's Initi __ NAME: (t om 5 FR CL6 a rs�t_D►�Dv�,F_ PERMIT If LOCATI N: ,1,/-1r l ffiO ( U F DATE : � /o _ TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from fr ing for 48 hours following the pl ce lent of the concrete. Materials for this purpose on site , Foundation/Wallpour Reinforcement in Place \ 1 Foundation/Dampproofing Backfill Approval 1 1 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- I Ceiling R- Duct work or piping in / unheated spaces R- / 1�\ \AQJ Proper Vent,Attic Vent 1 Framing 7cELA M a r+J tkP1`1 �/ �o�C C_o tJ C� 10 Jack Studs/Headers I racin 'dging angers Jack Posts/Main Beam j c-otRL G E Air Infiltration Barrier Fire Separation 1,2, 3,hour �}�� � �l Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arri.vc m Depart L spector's Init' NAME: GL ) FRL131 IEL F)b6.� PERMIT# LOCATION: •3 1 F 9M s�� �L F DATE : I — TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footing - ( fl ��� \ —� ✓r I Monolithic Pour Form ---Reinforcement�tnl'1ac r� The contractor is responsible f r providing protection from fr zing B( C for 48 hours following the pl I cement of the concrete. i � ‘kb C � Materials for this purpos n si e � ►t� Foundation/Wallpour TVA'An f R1--->= R. � Cam\ Reinforcement in Place 4 % ' Foundation/Dampproofing I / Backfill Approval Plumbing Under Slab ���� F a - LL6 Plumbing Vent/Vents in Place/ Rough Plumbing F0�. ��j�� Ev �A*�Jr Heating Rough-In—'� o"� Insulation Foundation Walls Interior ( - 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 TOWN OF QUEENSBURY BUILDING &_CODE ENFORCEMENT 742 Bay Road P Queensbury NY 12804 • (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location Date I- Z/ Permit # Q '7W SOIL TYPE: . e-Loam-Clay- Results of coLtion Test- (if applicab e) R.te-Minute/Inch TYPE OF SYST : ( ABSORPTION FIELD: Total Length/. /1451) Length of each\t ench l Depth of trench s 2 Size of stone . -} SEEPAGE PITS: Number- Size - ft x ft. Stone size PIPING: Sep Type 7 Bldg. to Tank Tank to Dist. Box fi Dist. Box to Field/P �/ 5c;.O Openings Sealed? • es No Partial LOCATION/SEPARATION Foundation to Tank �� feet Foundation to Absorpt on Separation of Pits feet e-;-- Conforms as per Plot lan oki_Boli LOCATION OF SYSTEM ON PROPERT . (circle one) Front - Rear - Left Side Right Side Middle Front - Middle Rear COMMENTS: v�-C�vN *kz ' SYSTEM USE APPROVED: 115 NO Arrived: , Departed: Trio, Building Inspector TOWN OF QUEENSBURY BUILDING._&._.CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name 6 . f -+-tC(zM,OJ Location _ "jt.-t&R P -6-) At)2- - Date 1 1 ( I1052/ Permit # 1 — 7C4 SOIL TYPE: Sand-Loam-Clay- Results of Percolation :st- (if applicable) Rate-M nu ,e/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total L-ngth Length of each trench Depth of trenches Size of stone / SEEPAGE PITS: Number Size - ft. x ft. Stone size PIPING: — Si e Type Bldg. to Tank 5 Ye) Tank to Dist. Box k S,yz-35-- Dist. Box to Field/P t Openings Sealed? es No Partial LOCATION/SEPARATION`: Foundation to Tank '.1i feet Foundation to Absorption feet Separation of Pits Conforms as per Plot Plan Ye . No 0o lt_ LOCATION OF SYSTEM ON PROPERT • ~ (circle one) -� ' 646 Front - Rear - Left Side Right S• e Middle Front - Middle Rear COMMENTS:: — V- 1 ( 0 L 02 To SYSTEM USE APPROVED: YES ( ) NO Arrived: Departed: 3 (5 Building Inspector :',401rm' 7 11 d TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name C')_ / , //LGO/pt/SG Location 72l1X404- / /1fl/G, •Date / //(1D ?i Permit # D(-7Ce� SOIL TYPE: Sand, o;m-C •y- Results of ercol a si on T- t- (if applicable) Rat---Minu a/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length, /kt Length of each trenc l Depth of tre ches Size of stone 3 SEEPAGE PITS: Al.- Size - ft. x ft. Stone size ., PIPING: Size Type _ J Bldg. to Tank 11 t Se• go Tank to Dist. Box ,'+ Soiz ' 5----- Dist. Box to Field/P" `- A ,.;t1 z0 Openings Sealed? Yes ' No , Partial LOCATION/SEPARATIONS: Foundation to Tank -� feet • Foundation to Absorption feet Separation of Pits __ feet : Conforms as per Plot P1 a 0 No LOCATION OF SYSTEM ON PRTPERT . (circle .'-- Front - R-. - Left Sid- - Right Side Middle Front. - Middle Rear ,QdirZ-/kt 4/06 i COMMENTS: 4(5 .- A-44)0(L T- SYST UPUOVED: • YES NO - -li Arrived: 6 y 4Em- Departed: Cf& . 4c__ . Building Inspector/ GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive(g°i/ 1 em Depar `" m Inspector's Initial f NAME:C� Cc"-‘1,e\ PERMIT# $Cl�l(J LOCATIOSTRUCTURE: e c 4a' DATE : �� TYPE OF RECHECK l N/A YES NO COMMENTS Footi ers ~� nolithic Pour Fo, j f} 0,(kI Reinforcement in P1;ce >-�� �.r > c--i. t3C-NAO The contractor is espons ible or providing protection from freezing for 48 hours folio%-'ng th placement of the concrete. Materials for this pu t i se on site Foundation/Wallpour Reinforcement in Pla Foundation/Damppro 'ng Backfill Approval Plumbing Under Slab 1P �� 1 Plumbing Vent/Vents i Place Rough Plumbing Heating Rough-In Insulation Z,+' roc) F tion Walls Interior R- Foundation Walls E erior R- Wlalls R- tD Z1_ 1�TU Rt:� V.pEg Ft-c0 Ceiling R- F ' �►� c �� ►� 1-a► LLE� 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 1Z°0o GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 2 im/p Depart r, >7 spector's Iini `als-i� NAME: ( E&' FALL—) F E ,N PERMIT# — (Q LOCATION: (.311 'R�lA A F DATE : 7—1CZ—D TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I I I Monolithic Pour Form Reinforcement in Place The contractor is responsible for f providing protection from freezin. for 48 hours following the place ent of the concrete. / Materials for this purpose on site Foundation/Wallpour Reinforcement in Place /, Foundation/Dampproofi Backfill Approval q(-Plumbing Under Slab K-C-F‘57 j Plumbing Vent/Vents in Place I Q r Rough PIumbing 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 ( 518 ) 761-8256 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 Inspector's Initials NAME: i—I 4-_--Li) Ur PERMIT# 6 ) `?�'6 LOCATION: �tcw2W�A-1J C DATE : / Zr S /d TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers 1-1-7 Monolithic Pour Form r\ Reinforcement in Place The contractor is responsible for providing protection from freezin for 48 hours following the place'ent / Z:If the concrete. /erials for this purpose on site j ���///„/ Boon d tionaallpo it Reinforcement in Place / Founjlation/Dampproofing B•dUll Approval I> v Pvc I it5 Pluming ententsii Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Inters R- Foundation Walls Exte r or R- Floors R- Walls R- _ Ceiling ,R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers �J 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 -1/7/( GENERAL INSPECTION REPORT ( 518 ) 761-8256 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 Inspector's Initials NAME: G PERMIT# C) — •b LOCATION: t-,J ye--. DATE : TYPE OF STRUCTURE: RECHECK N/A NO COMMENTS FootingsfPiers Monolith our Form Reinforcement in Place The contractor is responsibl for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on s:te / Foundation/Wallpour`� / Reinforcement in Place\ Foundation/Dampproofit , / Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior - Foundation Walls Exterior - 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 ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart m Inspector's Initials NAME: (• . �L 1-0 0 SCE PERMIT if C� — 6 LOCATION: i-�C�t`(Z-1tv�lk rJ jlJ - DATE : 1 Zi D I TYPE OF STRUC ' : RECHECK N/A YES NO COMMENTS Footi :s/Pier F I Monolit • 'our .rm Reinforcement in ' ace \ The contractor is responsible for &Mo / providing protect sn from reezing for 48 hours folio's, •ng the .lacement of the concrete. Materials for this pu ..se o site Foundation/Wallpour Reinforcement in Place- Foundation/Dampproofi g Backfill Approval Plumbing Under Slab Plumbing VentNents in P ce Rough Plumbing Heating Rough-In Insulation Foundation Walls Interio R- Foundation Walls Exterio 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)11-.. ria--"iia,' -41151P? . __400 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: 1t7 Building& Code Enforcement 742 Bay Road J 1 /- Queensbury,NY 12804 Arrive am/pm Departl. _ am / Inspector's Initials F`,— NA.Iv>7 t f i 7 ( l%l -e_ ERMIT#c C50/ , �{o LOCATION: eelv'l i-A4/ u" �L i TYPE OF STRUCTURE: tir/ld' L, _ RECHECK 2/ _-7 3/6/-- 07,_e_____ N/A YES COMMENTS F',: /Pie e n I � I CAN c 0 c 1/3 ( , Monoliihic.o r Fo: • /` , Reinforcement in P ace L7'/2 C r�/ I/ The contractor i. respon *ble for providing protec ion from freezing for 48 hours folio 'ng the placement of the concrete. Materials for this pu ,•se o site Foundation/Wallpour Reinforcement in Plac- Foundation/Damp. ••`,ig Backfill Apliro a Plumbing Under Slab Plu bing Vent/Vents in 'lace ugh Plumbing eating.Rough ,j'e Insulation ✓ oe undation Walls Interi•r R- i(> Foundation Walls Exte or 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 .,/ /,e) ti 3 1 0,bW__Cc‘DI GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive' pm Depar,F s ecto ' iti � ��` NAME: .f F G-cep 1400�'aC^� PERMIT# a, ' LOCATION: S,e-(CYe k A-A) /,106-. DATE : "WM C) I TYPE OF STRUCTURE: RECHECK_ N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is res sible r providing protection m freez, g for 48 hours following he platen ent of the concrete. enals for this purpose n site oundation/Wallpour _ Reinforcement in Place C--N7-c t_(:::- Foundation/Dampproofing / NIBackfill Approval Plumbing Under Slab / , Plumbing Vent/Vents in Plac , Rough Plumbing tong Rough- nsulation , A2l4-L— Z`'` 1%iAR-'0 i ems/Fo tion Walls Interior R 14`p \-kt tW owoundd�tion 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 f-C ,a-d /0063 0 )-5a GENEN.AL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: // c-7 / Building& Code Enforcement 742 Bay Road COD Queensbury,NY 12&i--, Arrive am/pm Depart / am/pm �����jG{�� Inspector's Initials ��� l" V NAME: , :-�`rti c./o-c�,� /Wank-c s0- PERMIT# D 7 CP LOCATION: DATE : / / TYPE OF STRUCTURE: RECHECK B ) is N/A YES NO COMMENTS Footings/Piers' -�—= —I I l Monolithic Pour Ft rm \ Reinforcement in P ace J The contractor is esponsibll for providing protection from fre ing for 48 hours folio ;ng the pla ment o the concrete. terials for this pu o se on site• `� oundation/Wallpour :///'- 63 - �j U il-b/A-3G Reinforcement in Place ,.--V2 Foundation/Dampproofin II'Gf9t Backfill Approval Plumbing Under Slab I Plumbing VentlVents in Pla,e / Rough Plumbing I Heating Rough-In / Insulation Foundation Walls Interior '- Foundation Walls Exterior 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 E Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: < < ar Building& Code Enforcement 742 Bay Road ,,�J Queensbury,NY 12804 Arrive\'2b au Depart � .m Inspector's Ini /, / NAME: !U�e Ad6 -. of i s PERMIT#li /j LOCATION: �CP D ( I TYPE OF STRUCTURE: �7 r- • RECHECK 1 N/A YES O_ COMMENTS otinps/Piers� ✓I I ��; Monolithic Pour Form ��,� Reinforcement in Place The contractor is respon ble f r providing protection fro freezIlig for 48 hours following t e placeipent of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement inP-lace_ Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P1a Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R Ceiling IjL 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 ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive Depart 4110, Inspector's Initi:L1 NAME: I� �.�•� PERMIT# �.l (4,4p LOCATION: � (1?-7 ~� Qq �„�7oo..Q� DATE : \ )�' O ) TYPE OF STRUCTURE: G l-e S \\S A(-) 4(ILLC)Q _ I RECHECK r N/A YE,$ NO COMMENTS otings/Piers �/ I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fromnfreezin for 48 hours following theiplacem nt of the concrete. Materials for this purpose onj site Foundation/Wallpour 1 Reinforcement in Place i Foundation/Dampproofin Backfill Approval / ! Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In 1 Insulation _ Foundation Walls Inte 'or R- Foundation Walls E rior R- Floors R- Walls R- Ceiling R- Duct work or piping i 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 :7)0 h,,,,,,,. 7 \ ` ,1:-DV .-.(2--V-\ _3it , c-) GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road ,�� Queensbury,NY 12804 Arrive �.jpm Depart Inspector's Ini�s-- . NAME - 9 fsL '1 -' PERMIT# ( 1 �/"LCI(C) LOCATI N: �" �J2)/+V��i„�. j-F� DATE : ) .—1 U'�. �� TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS ` Footi gs/Piers ( / I nolithic Pour Form �// ,/4"<::3 Reinforcement in Place Mill Q�� �/ The contractor is responsible fo \' , . , providing protection from freezin^ 1i0) for 48 hours following the place ent 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 2_ " FD t'\ ✓ 1 `C A i,. \0 Foundation Walls Interio R- Foundation �� \ � \tJ S� L�E� Foundation Walls Exteri R- V FRt 13I LI__ Floors a' R vp.13 - VD Walls - Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent I 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 , - ._--- ....... r- . � 4 f As,L 4 7`, ,.• FAONE ARCHITECTURE, P.C. ,.;s w, r. INTERIOR DESIGj 9 CONSULTING i k'"' i H'fiMPHILL PLACE, SUITE I0 MALTA, N.Y. 12020 l�ta r r` ` ) 0 318-899 3159 FAx 518-899-9159 WWW.PAONEARCHITECT[IRE.CCM -.. . ., a_... __ .._... . . :2)Q!) . 1 ;! . /----.774 • • "--8" BOND BEAM CMU w/ (2) CONT. ;4 BAR BOND BEAM TO BE — TOP COURSE AT '—\ - CONCESSION STAND --le81- INNER CORE 3/4" DIA.x4" STUD t I 16" O.C., WELD TO TOP. --� ra '— FLANGE OF BEAM c— W16 26 LINTEL 1 ; _� / INFILL w/ SOLID MASONRY --7) fl � • 3/16 / 2' C� 12" ,. • ,.�— �. ----....„ GALV STEEL PLATE: .: 3/8"x7 1/2"x THE B" BEARING :EA. END i ROLL UP CONCESSION STAND DOOR I r i'` MASONRY. JAMB I I BEYOND 7 5/8' . AL ALTERNATE LINTEL AT CONCESSION VENDING CH. VER!TIEAD DOORS 116 La u. 11 ; -resa rnuri. r uri1 I Lk, IUit 'u' 1E3-EJ•`j�.`'.-�15� p. 3 r PADNE ARCHITECTURE,P.C. . INTERIOR DESIGN a CONSULTING 1 HEMPIIILL PLACE, SUITE 106, MALTA, N.Y. 12020 518-899-3159 FAX 518-899-9159 WWW.PAONEARCHITECTURE.COM 6-- _ • L_-* 12" BOND BEAM CMU w/ (2) CONT. #4 BAR r t--- W8x18 LINTEL INFILL w/ SOLID MASONRY 3/16 >2" 12" GALV_ STEEL PLATE: 3/8"x11"x THE LENGTH OF M.O. + $" BEARING EA. END MASONRY JAMB BEYOND 11 5/B ALTERNATE LINTEL AT STORA GE R 0 OM OVERHEAD DOORS • c W/,- I 61sTReunom box liv. h - 87.5re out - 87ZV SOR 35 at I/V/ft ob Z000 1 SEPiG TANC 4" 5M 35 at 1/4"M 1h 19W LOCATE WALK INLET #2 _� alft ftft SOILS DATA is TEST PIT *2 - LOCATED ADJACENT TO PROPOSED SYSTEM O-9" TOPSOL 9-24" FINE SANDY LOAM 24-56" MED/COARSE SAND/SOME GRAVEL 5"2" COARSE SAND - MOIST 62-77" COARSE SAND - GOMPAGT/MOIST 77-96" COARSE SAND SUCttT MOTTLING • 54' PROMINENT MOTTLING * 64' WATER • 95" ROOTS TO 53" TEST PITS BY NACE ENGINEERING 12/24/99 Swno SYST N Dmlc7N DESIGN fLOW - BASED ON PEAK USE DURING SPECTATOR EVENTS - ESTIMATED USE FOR RESTROOMS ASSUMING A TOTAL Of 6 TOILETS / URINALS + 6 SMCS - 900 GAL PER DAY SEPTIC TANG - USE 2.000 GALLON SEPTIC TANG FOR SYSTEM ABSORPTION FELD - 1-5 MINUTE PERG. RATE - L2 GAL/S.F. APPLICATION RATE q0O GPD L2 GPD/S.F - 750 S.F. REQUIRED HWIU( - USE 10 - 40 FT. LONG LATERALS - 500 SQn- nMV LOCATE WALK ago NORTH SCALE 1" = 30' F-4 L) H P4 E-4 U) A 3 a Z O O 0 U L) w C V) Q Q L) x w �aa �a c a � c .01!4o 0�A �z U� E;., a x E-4 Z o 0 W E. L �Pr 4 i Ln � W a Q � w co 00 V N �y N Q G z z w�..1 z Ul fA - v N v v q v LL Li Li a � a m a� •`s~ -IJ LEGEND: c rn •� �) EXISTING SHRUBS AND TREES N W � Q EXISTING SEWER MANHOLE ++ ++ ++ U) U) U) t—+ EXISTING LIGHT POLE r�-I U V U p c CCU EXISTING UTILITY POLE ^ co ^ 6S > M PROPERTY LINE EXISTING HYDRANT EXISTING SIGN EXISTING WATER VALVE Date= JwWWY 27, Z ACCESSIBLE PARKING SPACE Revisiom EXISTING CATCH BASIN NEW CATCH BASIN NEW SITE LIGHT. 2 LUMINAIRES NEW SITE LIGHT, SINGLE LUMINARE NEW PEDESTIAN LIGHT DETAIL SYMBOL: DETAIL NO. do DRAWING NO. SOLID WALL HIGH DENSITY POLYETHELENE PIPE m = = = = = GRADING LIMIT LINE En -- SP-3 a WETLANDS AS FLAGGED BY ROBERTS ENVIRONMENTAL NOVEMBER 1999 SET 3 OF 6 OCT 11 2001 TOWN OF QUEENSBURY BUILDING AND CODE SEDIMENT CONTROL FENCE 3G" FENCE POST. 10' oc MAX DRIVEN iG" MN INTO GROUND SLT STOP FABRIC EMBED G" MN N BROLND UNDISTURBED GROUND NOT TO SCALE ❑ ❑ o ❑ ❑ ❑ PLAN It SWALE f�ACtt2� � STARS OVERLAP ENDS BALED MY OR STRAW FLASHED GRADE — EE ftitttlii , — , — f i—� i f—: :—• i'.—' ? i—� i—i E,—, E E—i I E—• E E SECTION HAY BALE DAM - CHANNEL. FLOW NOT TO SCALE ---i FLASH on CURB - - V v v V V • j r • • I- r • • of . f -. .- •f • r • INSTALL RP RAP ON WES AND TOP OF CULVERT END FLARED END SECTION w/ BOLTED COUPLING BAND 12" aft G-8" 1w RAP SEE PLAN FOR LENGTH i CULVERT END SECTION AND OUTFAL.L if INFILTRATION TRENCH DETAIL NOT TO SCALE GRADE HDPE CULVERT BURY END 4" INTO 50L 4" min #2 STONE GEOTEXTLE FABRIC NOT TO SCALE NOT TO SCALE SPAU.DNG WAStNGTON I fiXTURE No. WM11-250-11PS-56-205 VOLT 250 WATT MICt1 PRESSURE SODIUM COLOR - DARK BRONZE a HANDHOL.E POLE BASE COVER 3/4" CIAMFER SMOOTH RUBBED , FNSM ON ALL • EXPOSED CONCRETE PNfSM GRADE . 711 2NG PLANTED ANCHOR-, .� „j-'11; r ,�-. - .._',, _ , _` ' —, - --: _ BOLT ASSEMI�LY SUPFJEO=- E' dY MANXACTU= fT ELEG GOtOUT PVC: SCMEDU.E ,. ;.._:. . *4 HOOPS a 12" c- 12" OVERLAP -. _i f ', T. 4 07 RODS VERT. - i' i ` � • � . -_ GONGRETE BASE - 4.000 PSIiijj _.:, SUBGRADE INDISTIRMI) OR COMPACTED TO 9OZ STD PROCTOR L—• :: . ?= ' E—s: ; - GUT' -OFF L16HT DETAIL is 4 NOT TO SCALE CAST RON GRATE RISER AS REQUIRED 4" MinCONCRETE COLLAR SLOPE TO DRAM FINISHED GRADE - GRASS T SQUARE CATCH BASH %_';• ' . . �i �,%;:� WITH LOCKING OUTLET �,�;��;.'. BY ND5 OR APPROVED EQUAL j.' R��•�%�`�� CORRUGATED PPE INVERT ELEVATION CRUSHED STONE N SQUARE PVC INLET NOT TO SCALE FACE OF BUILDING EXTEND 12- PAST DRIP EDGE 24" DEEP - 1:2 BROKEN STONE TO BE APPROVED BY ARCHITECT FNSHEO GRADE wo o G" ALUMNLRi EDGING CBLACKD e e o FILTER FABRIC e Q ©'' COMPACTED GRANULAR BACKFLL EAVE TR_ ENGH DETAIL NOT TO SCALE STERNER CONCORD FIXTURE MODEL No. CG-B-21-A-10-_-P-250- HP5-120 VOLT POLE No. RSA12-5-02 250 WATT HIGt1 PRESSURE SODIUM COLOR - MED. BRONZE - 43" DW AU"l1U N POLE - COLOR TO MATCH FIXTURE HANDHOLE 3/4" CHAMFER PEDESTRIAN 51TE L16HT NOT TO SCALE 1" TOP COURSE ASPHALT 2.5" BINDER COURSE ASPHALT GRANA.AR SUBBASE COURSE ° • , c' O:o:'d ;,. Q':.' o NY5 DOT SECT. 304. TYPE 4 o COMPACTED TO 95Z STD. PROCTOR c CO SUBGRADE GOMPACTEO TO 907E STANDARD PROCTOR ASPHALT DRIVEWAY PAVEMEV V NOT TO SCALE TOPSOIL AND SEED DISTURBED AREAS EXCAVATE TRAIL INTO COMPACTED SUBGRADE MATERIAL 1" TOP - CRUSHED STONE FIVES MECHANICALLY COMPACTED GROSS PITCH SURFACE 1/4"/ft WAL Illy FLASHED GRADE =1 (=III 0 o O O 4" CRUSHER RUN STONE or —' O GRAVEL SUBBASE I— — ��I — — — MECHANICALLY COMPACTED M11111v rz__ UNDISTURBED SUBGRADE GEOTEXTLE FABRIC ST01� DUST SURFACE TRAIL G NOT TO SCALE ELEVATION ,_ .. r :^,_:.� ri:fE;::':': ' I. �o MATERW. ENDER OR `PAVEIVIT COMPACT TO 95Z MOD PROGt .•` : ri '.` ' �'�.` '"`: Su5crADE MATO W. LNM "W" COMPACT TO 90x MOD. MOCTOR O J t ` o� ;' L4DISTLRDCD SIOGRADi O-PPE IFILM MATERUL ::=°•�; �; :T NO 2 GRAVEL O FLTCR PMRK. PERFORATED MDPE PPE - r O NOTES ON BOTTOM ; r e" a " INFILTRATION PIPE DETAIL NOT TO SCALE 30" TOP COURSE ASPHALT CLEAN OUSTING SURFACE AND APPLY 81 LMOUS TACK COAT f.•- EXISTING ASPHALT PAVEMENT O. O • Yo . O • o p EXISTING SUBBASE EXISTING SUBGRADE NOTES SPEED BUMP SHALL BE PANTED WITH YELLOW TRAFFIC MARK14G PANT - FULL WITH AND LENGTH SPEED BUMP NOT TO SCALE \W_ J 12" typ. -\- =- t yP. SOLD WHITE REFLECTORIZED TRAFFIC MARKING PANT PEDESTRIAN CR05511ALK NOT TO SCALE GRADE AT UNPAVED AREAS RESTORE TURff `S n MACMINE BACKFLL W/ NATIVE MATERIAL COMPACT EXCAVATE TRENCH WIDTH IN 1' LIFTS MIN" WIDTH EQUAL Ft 5RE) C4" MAX. M TO ME PLUS 2.0 FT. S p TO 95z MODIFIED c� PROCTOR Q SELECT GRANULAR MATERIAL CIOOZ PASSING 2" 3 TO 18" ABOVE PIPE. © HAND BACKFLL, G- LIFT. pPE BEDDNG G" DEPTH. SAND. GRAVEL OR CRUSHED STONE CTO 1-1/2"D PIPE EXCAVATION 4 BACKFILL DETAIL HEAVY DUTY CAST ROM FRAME ♦ COVER NOT TO SCALE 8" TRAFFIC LOAD PRECAST CONCRETE TOP CONCRETE OR STONE MARKER ABOVE ALL BURRIED PRECAST EXTENSIONS APPROXIMATE RECOMMENDED. COVERS AS REQUIRED FINISH GRADE NLET BAFFLE 12" MN. COVER OVER ALL STRUCTURES DISTRBUTION BOX BY FORT MILLER OR EQUAL 3 s E LxiL�10 LEVEL O O 1/4" PER FOOT MN. SLOPE 1/8" PER FOOT o ALL OUTLET INVERTS SEPTIC TANK �poo0 MA TS E ELEVATION. THE BYdY FORT MILLERU INLET OUTLET DISTRIBUTION BOX GRAVEL ALL � LEVELERS ON BAFFLES NOT TO SCALE O, 7 INSTALLATION OF DISPOSAL FIELDS MIN" 2x wlDm MAXIMUM 4x WIDTH 1, CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. PROVIDE 3" SIAND OR �O�jpoIG 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE UNITS T-�ANK T PEA GRAVEL UNDERNOT OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. TO SCALE 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WAILS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED SEPTIC TANKS AN EH SURFACE AND TO LOOSEN IOF TREEVE SMMEARED�SEC71ONS N 4. PLACEMENT OF CRUSHED STONE. PERFORATED PIPE AND GEOTEX71LE 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE FABRIC SHALL BE AS SHOWN. AND CARE SHALL. BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. OTHER WASTE MATERIAL IN THE STONE AND PIPE 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING. MAINTAINING STRAIGHT ARE UNSUITABLE. CRUSHED STONE SHALL BE PLACED AS CONTINUOUS GRADES WITHOUT SAGS, HUMPS SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID NECESSARY TO ACHIEVE A STABLE FOUNDATION. WHIM THE HOLES DOWN IN ALL CASES. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY ALL DISPOSAL FIELDS SHALL BE GRADED TD SHED RAINFALL CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY AND FROM THE DISPOSAL FIELD. n WAME DIP05ALL, SYSTEM 1W MAX. 2• MN. TOOLED SCORE JOINT. SEE FLAK 5' or. NOMINAL. EXPANSION JOINT SEE PLAN. 25' oa max fE�fllE fi BROOM FLASH 'Mil 'f'ii:IlffifE iiE i�ii ?siE iif AR E!>f :�Eij=ijEE °'I':i:'°f•`ii'lii�i fi, PERPEMtflICU..; iiiliit:iiE�•iti ` TO WALK DIRECTION ; tli!I°SjfE Eiiifis °' !!: E! :i: tfiil;�;ifils if: li ii!i ifi ;1;iff:EitEtff° ii ;ii ii!' fjsEiiiii •il:ifi Ii : f:s;:it; :Ei I;I' i?i:•I! ;!°EiE•s: ;stl�i;ll•;i:jil •ii?iiE!:ii ii:E; ii�lE;i! :� :illE?Eii•Ei: :i Elf Ei :s :Elf• •t?i t.f; :ti? EE iil's .,::i: :i :,: t;•fi i :ffiiiii ifi ii°If Ei: tttEi t ii: isfi�lllsE �Isff:•t; f ijE,.fEt. j1i isfjlgi lei :lEl t:!' iiti!i::fiiiii fiiif 'f' 'Ei � iE �i;°i=3SttfEjf� fi ;s. fit. ftt. ii i 1 1/2" 3" TOOLED EDGE. 1/4" RADIUS Min CROSS SLOPE- 1/W TO 1/4" pl,M per FOOT CMAX 5/W' per ft.) INCREASE THC9CSS OF SLAB TO 8" AND SUBBASE BROOM FINS" SURFACE TYPICAL TO 8" • DRIVEWAY PERPENDICULAR TO WALK TOOLED SCORE JOINT EXPANSION JOINT 1/4" R, 1/2" DEEP 3/8" COMPRESSIBLE FILLER WITH ZP STRIP ♦ SEALANT GxGxro/G wwf TOOL DOT" EDGES TOP Of SEALANT 1/2" BELOW FN. GONG. : . • �. �... 4A0� Pei CONCRETE COS - :o ',o:-. ��'• .a•:. GRANULAR SUBBASE Q o. • ..:�? .. NY O SECT. 304. TYPE 4 SD T O O oo o .08 . ck COMPACT TO 957C STD PROC 3 t_ t i .f : —f i :_• _ ; i._; � s=; ! _—'--f f i� I � �, t •�i—: is—:E—i • E f. t: i__; t .—'`; 3 f_-.._, t i,__; : i'_l E 7�i f ;— ---t i .____. . i,r?EET:::� SUBGRADE COMPACTED TO 907E STANDARD PROCTOR SECTION CONCRETE WALK F115tIE0 `T �' V ~� NOT TO SCALE TE­4 V) 3 O z 0 0 � u c �O r ` V v c uL 3 1" N GRASS AREAS FLUM WITH PAVEMENT V X c � w a `- CURB BOX CEXTEN51ON TYPE ° U) ORP CORATION STOP a WITH ARCH PATTERN BASE AND STATIONARY RODS � 0 ::4 CFI 3 0 a COPPER TUBING CURD STOP CTYPE K) rT 1I F+ry _9:4 o U) W a V D.I.P. WATER MAN SOLD CONIC. BLOCK W a v ^ OR 01 FOOT MCC AS REOLM H CONNECT TO EXISTING SERVICE PPE WITH FED LARUNION OR GOUMJ4G. M E-1 V y T�1 v (tr- ALL WATER PPNG ♦ COMECTIONS TO BE N ACCORDANCE WITh QUEENSMY WATER DCPARTMENT STANDARDS. SCE PIPE CONNECTION DETAIL�, NOT TO SCALE LEND OF ALL DISTReUTOR PIPES MUST W MA)GCtD UNLESS INTERCONNECTED. L ALL LATERALS TO BE OF EQUAL LENGTH. STANDARD ABSORPTION TRENCH PROFILE NOT TO SCALE 21-0" 4'-0" 2'-0- 15Z MAX" CROSS SLOPE OVERFILL TO ALLOW SLOPEDSITES FOR SETTELMENT Pill 12" EARTHGEOTEXTILE FRIC AB FILL 2" MIN— 4" PERFORATED 1MN. LATERAL 2„ i9 c 3/4" TO 1 1/2" CRUSHED STONE 24" MN. MAXIMUM SEASONAL HIGH GROUNDWATER ELEVATION STANDARD ABSORPTION TREW-M SECTION NX TO SCALE N co N W N fl Q 0 J U V } 0 Z � 3C � IRK z z Z J N N b df L LL U- LL ac ~�c a� C� bb 2 0 � � a� CD .� 1.4 Q) O a 0N i U) L. � L. (n U) Q) 0 4 A U cd U 1`i U M P'i 17 Data January 26, 2=1 Pavblorw SP-5 8FEEf 5 OF 6 NOT TO SCALE NOT TO 50ALE