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2002-483 0"- --OF-QU-E--E,-N- S-B-URY�-�--'-"'- 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY permit Number: P20020483 Date Issued: Thursday,November 21,2002 This is to certify that work requested to be done as shown by Permit Number P20020483 has been completed,' Tax Map Number: 523400-302-006-0001-058-021-0000 4` Location: 14 Lafayette St d kn Owner: T&R, LLC Applicant: 'WARREN TIRE This structure may be occupied as a: By Order of Town Board New Commercial Building TOWN of QUEENSBURY 90 Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 3 f Community Development-Building&Codes (518) 761-8256 Ln BUILDING PERMIT q f Permit Number: P20020483 Application Number: A20020483 Tax Map No: 523400-302-006-0001-058-002-0000 i Permission is hereby granted to: WARREN TIRE For property located at: Lafayette 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. Tyke of Construction Value Owner Address: T& R LLC 15 F BIRDIE Dr New Commercial Building 210;000.00 Total Value 2101,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency SCHFRMFkT4ORN CONSTRUCTION CO 15 BIRDIE,Dr OI JFF,NSBI JRY_NY -12804 Plans&Specifications , 2002-483 WARREN TIRE: 911 Address is 14 Lafayett Street 7320 SQ FT COMMERCIAL NEW BUILD AS PER PLOT PLAN SPECIFICATIONS $1,098.06 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 10,2003 (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.) j Dated at the Town of Queen do d*"for 002 SIGNED BY the Town of Queensbury. � Director of Building&Code Enforcement I 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 comp] ed and must appea on the Reviewed B application form. Applicant Owner: 1c G Gg Address: j S' /_ ��, Address: 1 T ,� 6i it,, Phone# - ;7 T Phone#( - ' Property Location: Lot Number: / House Number / sue Subdivision Name: Tax Map Number:. . '>C, New Building: residence rcommercial Estimated Market Value'ofConstruction: $ Z 1 oM b Addition: residence/ If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial b No change to exterior size: residence/com'l ❑ Other work(describe ) i Check OccupancyInformation 1"Floor 2" Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling II' ❑ Two family dwelling ❑ Townhouse 97 ❑ Multifamily dwelling #of units i ❑ Office ,1 u i,4 () 7 NOT ❑ Mercantile ❑ Manufacturing TOT N OF ❑ 1 car detached garage 154 `a ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage ;. ❑ Storage building- commercial i ❑ Storage building- residential ❑ Other What is the proposed height of the structure �-Z� feet inches Will any second-hand or ungraded lumber be used? If so,for what? e Type of Heating System: electric/ oil / gas)wood / orced hot aDr/ baseboard/other: Number of Fireplaces to be installed IT"y_ Number of Woodstoves to-be installed List below the person(s)responsible for supervision of work as regards to building codes: I Name Address Phone Number Builder Sa V Plumber 6�, c 4-r, Mason eu t. ; 0 'z_.; Electrician 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 I/we 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 q9stru�ion. Signature: ' f// owner,owner's agent,architect,contractor ENERGY CODE, COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNT 9000 'HEATING DEGREE DAYS Comoliance Methods: PART 5. - Acceptable Practice Method -, 1&2 Family . Dwellings "(only)' 1 PART 6* - Thermal Rating - .Component Trade Offs` 1&2 Family .Dwellings; Multi-Family Dwellings (3 stories or less). + PART 4* - Design by Component Performance { Commercial Buildings-Hi Rise Residentlial *Requires submission of worksheets { APPLiC_N, T-' S NAME: PROPERTY LOCATION: II PART 5 METHOD -OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - 7 3 ZZ) sauare feet 2 . Type of Heat - Electric Oil _ Gas Other r 3 . Is building mechani dally coaled? Yes _ No ' 4 . Percentage of area of win r lows and doors Over Z7�S � Under� 17% 5 . RE -VALUES FOR INSULATION GIVEN BELOW M'uS', CORRESPOND TO R-4.LUES AS SHOWN ON PLANS SUBMITTED: a . Roof R 5 g b . Exterior walls R ..._L�� c . Glazed areas R , Z d. Exterior doors f R e . ,Floors over unheated spaces R ' Edge of slzo on grade (heated bui lding) R a g. !'Basement/cellar walls (above grade.) R h . ' Basement/cellar walls (below grace) R _ . Heating/coaling-ducts-piping in unheated space R 6 . Se_-rice (domestic) hot water heating device Ca_forms to mialaum efficiency per code Yes No TEMP ERATURE CONTROL MAXIMUM SETTING 14O0 - WILL NOT BE EXCEEDED App__c` ' s a=e Phone Nuti�e= ..- Zoo 1- - 076,56 T N SPECC %R S REMARKS: l r f COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection"request received: 11,21.2, Office No. (518)761-8256 Dept.of Community Development �S ` ,.�/�J��o �°���l�, Town of Queensbury Arrive am/pm Depart pm _T 742 Bay Road Inspector's Initials 1�r .21,Gf —/A � Queensbury,NY 12804 //4sh NAME af1e1,1 //'t (Tt- LLC PERMIT# . SP 20 2002 LOCATION cc Fa -e' -S DATE 111,26,D2 TYPE OF SIRUCTUkE too � p N/A YES NO COMMENTS 0 Chimneyr'B"vent/Dired vent location — I//yf 5/Pjr ef�C( SU/Q /117� Plumbing vent Roof Complete Exterior finish grade complete 1atesior/exterior guardrails 42 in.platfornn/decks hwior/exiaiorballasters 4 in.spacingplatfomildecks tc coo� Cy �rtl ell��(� Stair handrail 34 in.-38 in. Step risers 7%tin. !• Main door 44 in. All others 36 in. r t l.evcr handles 1� Exits at grade or platform S�l� ,12Q l►9 /,9w 0 Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 int)above gra Floor bathroom watertight (ICY!{o Other floors okay. Hot wader relief valve 6C9 J= � „ Boiler/furnace enclosureItoce tl �CCr t� W/ �- U <250,000 BTU N/R 250.000 BTU to 1, s(1 hour) �,y>1,400,000 BTU's( 1 i1if t �� PG A /Qf/1' Gas furnace shut ofTwio ithin line of site Oil furnace shut off at e ce area Stcx9croorn enclosure(1hour oorj // {Storage/rec�eiving/shipp2hour 1 '/xdoors is Fc�22Ue'�?e!r/"'dell dgfe-6j if141Z a 1 1,i hour doors and clo'4hour corridor doors a Fkewalls/fire separation,2 ho r,I hour 66mpl e Fire dampers,2 hour fire wall1separation or greateYr Fire door/shutters 1 'I2 hour,3 hour Ceiling fire stopping 3,000/5';000 sq.ft. Fan shutdown,smoke vents or fan Exit doorlpanic bars assembly hardware Elevators Elevator signagg Handicapped bathroom grab bars/sinkshoilets 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 P1anNariance required_ Final Survey,new structures /\ss�e � 4ay ay to isue C/C( eif of � � z z H >4 i AAA' a aU 0" � MOnN z WAO a NwgiH H g1 d zz0' a H0 ., w W Ml N 0A W 0 zI r =4 Ss0H H H z W w°°° � � w � H 0 x 0 N � n a lv w C t 0 1 W W w H 30rc�n u H H i 0z W 1 W N W z U { r ►a p WZ 9 a 4 01 J"0H H ( p HH W H x H H a s a N W N z w a a b,u x a � H w w � ' 9 N a N a N N H U F 0 wz Fu wa H NN0 ►'�a :� �W1} H ° UHa4940 H U 4 w H � � a � � 0 A 4 U 4 4 U a ► N Z H U k4 > U 4 H , ] Z z W H 4 Z N W W U 4 N w A p p H W W u U H + > H w w c� t� W H > N 0 a Z N N W H N w W W w U N > p z . N Na x 9 0 Z H a w tz z H a a a W Z a N > H a 0 X 0 0 a a a a 9 a N z 0 pH z 0 0 u H 0 0 w U 0 0 H 9 a 9 w a N H W H H 0 z4 w H Z H Z H a p p z 0 p N 0 0 0 0 a > H H z M H H W a A a xN H W H H H a 0 H w W 4 W W H X Z 14 W H H 0 W U W W W N F H A 0 A W H �' O O U) Hz w 0 0 H a, 0 ] F O �' �' H H H �' z z H z "" a 0 x w W 4 0 Z H H H W H x a o� H H H x p z 4 A H w H U a Ix w x a w W H N r U W w a x x x , 0 w 0 MAP REFERENCE: MAP OF A SUBDIVISION MADE FOR T & R, LLC DATED JANUARY 24, 2002 LAST REVISED APRIL 2002 BY VAN DUSEN & STEVES LAND SURVEYORS, LLC N IRS N35.23 00"E LANDS N/F OF MARY JANE CANALE 730/164 20' WIDE SANITARY SEWER EASEMENT LANDS N/F OF COVER 3, INC. o ~ 5 —SETBACK k / O ,o� N 101.97' I — — — — — — S3444'52"W IRS ER LOT Eel an- D us e Steves Land Surveyors, LLC 169 Haviland Road Queensbury, New York 12804 1518) 792-8474 New York Lie. No. 50135 �En N \ A.0 UN0I 3 \ O N } M � 100 z 2 37.79' 172.76' N3q200,,E: �F 24.66' CB ❑ LOT 2A 54,339 sq.ft. 1.25 acres `o CB ❑ PUMPSTER CONCRETE PAD v CB ❑ \ 0 \ 0 I \ 1 STORY CONCRETE j BLOCK BUILDING 0 U _ ---f— 5�TSACK 55.49' i 30' WIDE SANITARY SEWER EASEMENT W O 0 r- O I �1 to In LOT 2B LEGEND: OIPF = IRON PIPE FOUND OIRF = IRON ROD FOUND O CIRF = CAPPED IRON ROD FOUND OIRS = IRON ROD SET/TO BE SET = UTILITY POLE # = LIGHT POLE ® = TRAFFIC SIGNAL POLE Twcm = TRAFFIC SIGNAL BOX ( = SANITARY MANHOLE CB O ❑ = CATCH BASIN = FIRE HYDRANT pQ = GAS VALVE = CHAIN LINK FENCE = WOOD STOCKADE FENCE o = STEEL BOLLARD —Rr = SIGNS I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: SUNNYSIDE PROPERTIES, LLC BANKNORTH, N.A., IT'S SUCCESSORS AND/OR ASSIGNS UNITED GENERAL TITLE INSURANCE COMPANY 14 in �., CERTIFIED BY: 4.90' "26'00"E _ - IAAiYETTE O S35'18'30"W 'UNAUTHORIZED 7U ALTERATION OR ADDITION TO A RVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SF1'TION 7209. SIR-WSCN 2. OF THE NEW TURN STATE EDUCATION LAW OILY COM MM Tit ONGNAL OF TRN5 5LNNW IAIM WIRY AN ORIGINAL OF THE LAW WKWEYORS SEAL SHAL BE CONSIDERED TO BE VAUD TRUE COPIES.'. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE DQSTNG CODE OF PRACTICE FOR LAD SURVEYORS ADOPTED BY THE NEW YOM STATE A99OCIATION OF PROMEIMAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RIM ONLY TO THE PERSON FOR LLHON THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE CCWANY. OOVERN11"TAL AGENCY AND LENDING INSTITUITION U51ED HEREON. AND TO TM A55 VM or TM LENDING INDTTNIION.• Map of a Survey made for SUNNYSIDE PROPERTIES, LLC Town of Queensbury, Warren County, New York STREET 1 11/18/02 NO. DATE MATTHEW C. STEVES, LLS NYS 50135 DATED: JULY 12, 2002 NOVEMBER 18, 2002 W fV O o ,.... w A-V IMEIt► ' • , V o 'tP SEW G. •. Z i • � LyYiI,� 0 • R a el ULY 12, BUILDING L❑CATI❑N DESCRIPTION '=30' S-1 SHEET I OF, 0 CV I I M 0 p M0 Z U ui Lua Ll- Z: 0 p Om F- SUNNYSIDE PROP. DWG. NO. 02012—Iot2A 0—ana %I%-P.-- pot U2�- av", -* /— yUo 1 COMIERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: �0 Office No. (518)761-8256 Dept, of Community Development Town of Queensbury Arrived am/pm Depart am/pm 742 Bay Road Inspector's Initials Queensbury,NY 12804 1 - NAME tiL, PERMIT � � LOCATION l DATE # TYPE OF STRU "PURE N/A YES NO COMr4'NTS ChimneyP'B"vent/Direct vent location j Plumbing Vent Roof Complete Exterior finish grade complete haerior/exterior guardrails 42 in.platform/decks ; Interior/exterior ballasters 4 in.spacing platform/decks ; Stair handrail 34 in.-38 in. Step risers 7%in. Main door 44 in. All others 36 in. Levu handles Eats at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 in.)above grad Floor bathroom watertight Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R t ; 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gras 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 Storagelreceivingshipping room(2 hour), 1 '/2 doors I ',i hour doors and closers ?4 hour corridor doors and closers i Firewalls/frre separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters l I/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 ElevatorsElevator signa Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot.signage Handicapped service counters 34 in.,checkout 36 in. Handicapped rampllhandrails continuous/12 in.beyond Alive listening system and signage assembly space Final Electrical Site PlanNariance required_ Spe le Final Survey,new structures As-buih septic system layout required Okav 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) COMIVIERCIAL FINAL INSPECTION REP T Building Code Enforcement Date inspection r received: ,�) Office No.(518)761-8256 Dept. of Community Development � Town of Queen§bury Arrive 9,y�am/pm Depart__ pm i 742 Bay Road Inspector's InitialsM�--' Queensbury, Nit 12804 NAU8 ��. `l o- PERMIT# LOCATION DATE 'L t TYPE OF STRUCTURE nyun N/A YES NO CONEViENTS C him ney/"B"Vent/Direct Vent location s ✓U2�{ Plumbing Vent Roof Complete Exterior finish grade complete Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacingplatformtdecks Stair handrail 34 in.-38 in. Step risers 7-Kin. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gras valve shut-off exposed&regulator(18 in.)above grad Floor bathroom watertight Other floors okay Hat water relief valve Boiler/f imace enclosure <250,000 BTU N/R 250.000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gras furnace shut off within 30 fl_or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),'/s hour door Storagelreceiving/shipping room(2 hour), 1 '/z doors 1 i'i hour doors and closers 'a hour corridor doors and closets Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/s 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.,checkout 36 in. �M e. /,.j Handicappedramp/handrails continuous/12 in,beyond Active listening system and signage assembly space l/ Final Electrical �u6x^1 j�p �✓ r4 SIY� G✓a,•✓� Site Plan/Variance required Final Survey,new structures ,( A-s buih septic system layout required � >Lc 1 G l/ I t'eAl 0/. 74- Okay to issue temp.C/O(Ccatif of Occupancy) u f1 C-A— Okay to issue permanent C/O(Certif.of Occupancy) G i s k r f�p- Okay to issue C/C(Certif.of Compliance) r { } t Town of Queensbury j 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 , Received: Permit# INSPECTION ON: Name ? M- 6AM PM ANYTIME f i Location: Pi01/SD N/A YES N67 IENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY r EMERGENCY LIGHTING ' FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM �,7C 11y , FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO EL TRICAL REQUIRED SIGNAGE 1 EMERGENCY PLANo MAXIMUM OCCUPANCY S N CHIMNEY / rVLL MASONRY ROUG N . FIN/AL CHIMNEY FACTORY BUILT ROUGH IN FINNA I �t� i,f,I ) �✓ -.� WOOD . STOVE R ' rio,FINAL 51I� D �y ,. VENTED GAS APPLIANCE ROUGH IN � I FINAL FIREPLACE MASONRY ROUGH IN fOKTHIS DATE OTC FOR CO NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECT FINAL JBY' COMDEV/CHRISJ/WORDILETTERS2001/FIRIEMARSHALINSPECTIONREPOR 11022001 YELLOW-OCCUPANT COPY WHITE--BUILDING DEPARTMENT COPY C01i=RCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 - Dept. of Community Development Town of Queensbury Arrive )L)° am/pm Depart wYpm 742 Bay Road Inspectors Initials Queensbury,NY 12804 NAME � 1iQssvL. i PERMIT W 1 i I 62— LOCATION DATE TYPE OF STRUCTURE kit N/A YES NO COMMENTS Ch mneyP'B"Vent/Dired Vent location Plumbing Vent Roof Complete Exterior finish grade complete lnterior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacing platform/decks Stair handrail 34 in.-38 in. Step risers 7 3/4 m. Main door 44 in. All others 36 in. Vz— Izverhandles Exits at grade or platform Canopy to cover req.exit.doors Gas valve shut-off exposed&regulator(18 in.)above grad Floor bathroom watertight Other floors okay Hat water relief valve Boiler/furnace enclosure i <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >I1000,000 BTU's(2 hour) Gas furnace shut off within 301 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 'i hour doors and closers 14 hour corridor doors and closers Firewalls/frre separation,2 hour our compl Fire dampers,2 hour fire wall/ r greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.il. Fan shutdown,smoke vents or fan e641— 'flY e 1ul e— Exit door/panic bars assembly hardware Elevators Elevator signage —h Jv1 ' i_ 6p,- Handicapped bathroom grab bars/sinks/toilets " Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. v Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required_ Final Survey,new structures 1'/fl� J�G2y .As-buik septic system layout required / Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Cedif.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 SCHEDULE Received: ermit# &w -P INSPECTION ON: Name: -AM PM ANYTIME Location: lr A ej 1 2 APPROVED N/A YES NO COMMENTS AISLE WIDTHS EXIT SIGNS-NORMAL X EXITS - BATTERY Fou+ foroM 1p�e5 /4�, EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES A STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEYMASONRY ROUGHIN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE ROUGHIN MASONRY OK THIS DATE OK FO CO NOT OK . FINAL FIREPLACE FACTORY BUILT ROUGH IN 4 FINAL COMDEV/CHRISJ ORDILETTERS200I/FIREMARSHALINSPECTIONREPORT1102200i WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY ,I n C aA, CIO(A 110 lal 1,� WIA4 Jt4L VJ/JfXjl� z.0 t dth-&OL GENERAL ZNSPECTI'ON REPORT (518 ) 761-8256 .Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road ,�5 Queensbury,NY 12804 Arrivell ,6 1.`m. Depart Inspector's Initial NAME: 4 PERMIT# LOCATION: DATE: 0 n TYPE OF STRUC RECHECK NIA 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 purpose on site Foundation/Wallpour f 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 �-_ ,, RCeiling R- Ei,--; Duct work or piping in unheated spaces R- Proper Vent,Attic VentFraming Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main B Air Infiltration Barn Fire Separation 1, , 3,hour Penetration Seale Fire Wall 2,3,4 hour Firestoppin Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: 1 D 4 a 7--' Meet: Building chi Code Enforcement At time: 742 Bay.Load . Queensbury, NY, 12804 ARRIVE - p' a Notes: (518) 761-8256 Inspector's Initia s I NAME: � '`�' PERMIT# LOCATION: W� n'�� INSPECT ON(date): c v t t a7 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour.Fo rn Reinforcement in Place ° The contractor is responsible for providing protection from freezing ! e for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour �J Reinforcement in Place A0� �,�� Foundation/Dampproofn /�!�✓f ��i� Backfili Approval Plumbing Under Slab _ Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Heating ' M 0 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 f Jack StidslHeaders 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 J L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doe Office Use ' GENERAL INSPECTION REPORT Inspector:TA Town of Queensbury Ready at time: Dept. of Community Development Request received. 1 t/ Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE rPERMIT T aml Notes: r • r (518) 761-8256 Inspector'slnitiNAME: � �(1�11LQ�V�- /n ". y LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK x NIA YES NO COMME S ( . 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 purpose on site aundation/Wallpour orcement in Place 1ndation/Dampproofmg Bcfill Approval Plbing Under Slab _ Plnmg Vent/Vents in Place Rouplumbing X0, Hea�Rough-ln F° tion Walls Interior R- `"' Fo -on Walls Exterior R- Floo- R- Wall'., R- C eilin R- Duct ` or ping in unhead space,. _ Proper VenE ttic Ven, R Framing ti Jack Studs'deaders Bracing/BAging Joist Hangsl, ___._ Jack Posts/M1 n Bea VFire r Infiltration Brier Separation 112 3,hour Penetration Sealed' F' e Wall 2,3,4 hour irestopping L:1SueHemingway\Building.Codes.InsPection.FORMS\OENE) �ECTION REPORT.dac tt. Office Use GENERAL INSPECTIOaPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE a Z* ART a "Notes. (518) 761-8256 Inspector's Initi NAME: L L— PERMIT# LOCATION: INSPECT ON(date): 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 purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ 12 Backfill Approval Plumbing Under Slab 7— Plumbing Vent/Vents in Place ;kough Plumbing­ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- U> Floors R- Walls R- ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent 4raming_ Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam ir Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour 'A 'F,;-9 P10(-ZN �w 3 V\t> k)�s 06k ,kYirestoppin L:\Sueffemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: 2— Meet: Building& Code Enforcement At time: 742 Bay Road Queensbu,-3,, NY 12804 ARRIVE 310 am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# �GD LOCATION: re� S44- :�� _ , 6-el Y INSPECT ON(date): e; 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 purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofmg 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- Wails R- Ceiling R- Duct work or piping in unheated spaces R- roper Vent,Attic Vent 4-� FTraming_ 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:\SueHemiligway\Building.Codes.Inspeefion.FORrvfS\GENERAL INSPECTION REPORT-doc Office Use GENERAL INSPECTION REPORT Inspector•�a 4 Ready at time: Toy.=n of Queensbur^y / Dept. of Community Development Request received: 3 Meet: Building& Code.Enforcement At time: 1 742.Bay Road . Queensbury, NY 12804 ARRIVE - In z: T �OQzm/pm Notes: (518) 761-8256 . Inspectors Initia s NAME: S(AnAnA—� PERMIT# LOCATION: G�'(/1.Q,c ti( Q INSPECT ON( te): �//vhz, TYPE OF STRUCTURE: r t RECHECK N/A YES NO COMMENT 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 purpose on site Foundation/Wallpour Reinforcement in Place F Foundation/D amppro'ofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- R- Walls R- Ceiling R Ductwork or piping in unheated space's R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers f Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour t Penetration sealed Fire Wall 2,3,4 hour Firestopping i 1 L:1.SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc s Office Use; GENERAL INSPECTION REPORT 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 ARRIVE = M m: PA am Notes: (518) 761-8256 Inspector's Initial ,NAME: C,141'-t4k� kaj , PERMIT# C> 2 V LOCATION: -od foo-eA-,--- INSPECT (date) oz., Phi TYPE OF STRUCTURE: RECHECK Cal( 5D ceF� ivat 161( Ca ft b N/A YES NO (T.,klmcm S q I 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. aterials for this purpose on site ,zn- oundation/WallpourND_�. Reinforcement in Place K5'l- Foundation/Dampproofing_ 77-- --gft Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing-- Heating Rough-In V-Insulation gt&J�K� 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/Bridgmig- 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\GENERAI,INSPECTION REPORT.doc Offu�e Use GENERAL INSPECTION REPORT 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 ARRIVE, am DE ART ZA30 am��m Notes: (518) 761-8256 Inspector's Initial o NAME: se— PERMIT# L4 L FA ett- LOCATION: S fir EAR INSPECT ON(date): 00 — TYPE OF STRUCTURE. C-Q -m- memko-1 exlAt nq 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 purpose on site FoundationiWallpour q6o�9,'j MY- F-oP, I bK) 0 P COP-E- Reinforcement in Place GEJ*A 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 X 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 at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE q-L a m D T am m Notes: (518) 761-8256 Inspector's Initials NAME: L)i A,2�r� -T PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: C-o tA BLD(-) RECHECK NtAi YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing /fbr 48 hours following the placement 4 of the concrete. aterials for this purpose on site undationiWallpour 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- roper Vent,Attic Vent Framing I I V, �ART1Rl_{�J1r�i�dLJ DOp� � 1t� i 1 t� Jack Studs eaders- Bracing/Bridgmig-# S�\� 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.FORrvfS\GENERAI.INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT 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 ARRIVE am/pm: DEPART 1%mlpm Notes: (518) 761-8256 Inspector's Initials NAMLE: PERMIT# *4�' LOCATION: INSPECT ON(date): TYPE OF STRUCTURE RECHECK N/A i 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 purpose on site Foundation/Vallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In n Ins ation 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 L:\SueHemingway\Bttilding.Codes.Iiispection.FORMSIGENERAT,INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT Inspector: Town of Que'ensbury Ready at time: 1A, Dept. of Community Development Request received.- Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPAR am/pm Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# J, LOCATION: INSPECT ON(date): U TYPE OF STRUCTURE: 1041;lal 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 purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating - I2 ��ndaton Wallslnterior�R- Foundation Wall's 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, L:\SueHemingway\Building-Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time. Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Ammk Queensbury, NY 12804 ARRIVE am/pm: DEPART am/pm Notes: q. (518) 761-8256 Inspector's Initials NAME: W-E-C,r� P-(-- PERMIT# LOCATION: L5Z,46-Tcc— csr- INSPECT ON(date): 70 TYPE OF S7 CTURE: RECHECK NIA i YE 0 COMMENTS X 9 tings orcement 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/Dampproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing - eating on ilwzv 1 ound on Wafls 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/Bridgmig— 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\8uilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORTAGC GENERAL INSPECTION REPORT Inspector:Office Use R a,'4' Town of Queensbury Ready Dept. of Community Development Request received: 7 , Meet: .Building& Code Enforcement At time: F- 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPART amlpm Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# ROO,� LOCATION: INSPECT ON(date): di TYPE OF STRUCTURE: RECHECK IN/A YES 1 N C MME S Footings h27TS----- K-) Monoli c r FNrri ©� Aokk,;Or 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 Roug IWY—oThdation 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/Head6rs Bracing/Bridgig— 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\Btiilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use: GENERAL INSPECTION REPORT Inspector: Ready at c: &-6A2(kZ Town of Queensbury Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARR[VE D RTIVI-10MIPM Notes: (518) 761-8256 Inspector's Initia NAME: PERMIT# 6 0 LOCATION: _, clJINSPECT ON(date): -7 f 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 purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Damppro offing _ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place ,. 6ough Plumbing­&4,& 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___ L-.1�SueHemingway\Btiilding.Code&lnspection.FORMS\GENERAL INSPECTION REPORT-doe f Office.Use GENERAL INSPECTION REPORT Inspector: Ready at time: ( e Town of Queensbury —�� .Dept. of Community Development Request received: ,' Meet: I Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE �In Notes: (518) 761-8256 inspector's Initia NAME: PERMIT# 2 LOCATION: l-- If� ".{ r"== t' `[ C s- INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/Aj YES NO MMENTS 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 purpose on site FoundationiWallpour Reinforcement in Place Foundation/Dampproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In InsulationOF 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 Firestoppmg L:iSueHemingwaylBuilding.Codes.Inspection.FORMSIGENERAL INSPECTION REPORTAGC i Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time:i Dept. of Community Development Request received.�� Meet: i Building& Code Enforcement At time. 1 742 Bay Road Queensbury, N.Y 12804 ARRIVE ram/ a: DE . T v�- m/pm Notes: (518) 761-8256 Inspector'slnitial z. NAME: UJtNC-r P"v"T I IA—c PERMIT# LOCATION: L o —(t�, J _ INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO OMMENTS 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 purpose on site r xoundation/Wallpour Reinforcement in Place { Foundation/D ampproo fmg 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 mi unheated spaces R- Proper Vent,Attic Vent Framing Jac lc Studs/Headets BracingBridging' 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 L.\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc # Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time• Dept. of Community Development Request received: c3 .. Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE,���j�a pn - EPA bDi> a pm otes: (518) 761-8256 Inspector's lniti f 11 L.J1 NAME: ERMIT LOCATION: Qom . n"tr' Ili E(T O ate): 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. aterials for this purpose on site it/Foundation/VJall our _ U 'einfor et Plac 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 L:\SueHemingway\Buiiding.Codes.Inspection.FOFJVfS1GENERAL INSPECTION REPORT.doc Office Use ' se GENERAL INSPECTION REPORT Inspector: '7 To-win of Queensbury Ready at time:J,60 ] Dept. of Community Development Request received.- Meet: Building& Code Enforcement At time: 742 Bay Road len Queensbury, NY 12804 ARRIVE Upm- TCJ��an/ Notes: (518) 761-8256 Inspector's lnitials777-- NAME: 7PERMIT'4 vi 00 LOCATION:jkoc�-e I Lgn INSPECT ON(date): TYPE OF STRUCTURE: RECHECK 1 otings/Piers N/A Y9'�No COMMENTS 70 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 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_ L:\SueHemingway\Building.Codes.Inspection.FORMSkGENEP,AL INSPECTION REPORTAGC 1 LANDS N/F OF MARY JANE CANALE _ --- 730/164 ieaters', �• X • \ BM••6 Cem \ 'Substationof r ry ••z t: ti{ _—' --- .: •�2!N Sri •' O e7• • -- •'� • �Ce •' •. • • • QUAKER ♦ . i.IL — — — — — 20' WIDE SANITARY SEWER EASEMENT "-- •i l :� a .._,1% — _ - — __ _ _ -- / --'--__ .. •• : Site ' f, — ' �• ', �. TF-337.86' 30. WIDE SANITARY SEWER EASEMENT N3878• _ I 00"E ark -- " `— --- TF-337.96' ` ,`� f s OT r r9ndall j �M V 4 r IPF k \ — - 90 O• 10 PARKING SPAGES W - _ — — — — - W 8' DIP APPROXIMATE 6" GAS LINE — — w — — — _ _ AS PER MAP REFERENCE �!2 w — _ — _ — _ _ _ - — — �. ` _' '" — •.-- -- — — — ._..,,_ � r ..-y__.r�----'' .- FleeeiYec ' PARKM 12" x 18" M.U.T.C.D. P4-6 MOUNT 6' HIOi TO TOP 124.0' - 12 PAR w--...._—_1_—_ _ "---§� TF�332.24' KIVG SPACES + 1 ACCE55181E SPACf w — — -- — _ _ _ — — — i Nv;3t 8 79' W WITH LOADING AREA W ---- w------------------------- _ w W Site Statistics TAX MAP PARCEL - 103-1-20.1 ZONING, HIGHWAY COMMERCIAL - MODERATE - 1 ACRE SITE AREA, 1.25 ACRES (54.339 sf) 51TE UTILIZATION BUILDING AREA, G.313 of - 11.6Z INCLUDES PORCHES FAVEMENTS, 25.454 sf - 4G.97. PERMEABLE AREA, 22.572 sf - 41.57. (307. MIN. REOLIRED) REQUIRED PARKING, 2 PLU5 2 PER BAY = 18 PROPOSED PARKING, 23 SPACES 1 ACCESSIBLE PARKING SPACE PROVIDED BUILDING SETBACKS REQAVED PROVIDED FRONT• 50' 59.2' WE CWEST), 25' 37.9' SIDE CiEAST), 25' 28.7 REAb 25' 140.76' APPROOMTE 6' WATER 111E THESE PLANS HAVE SEEN APPROVED UNDER AUTHORITY OF A RESOWTION ADOPTED 5/23/02 BY THE PLANrVG BOARD OF THE TOWN OF GUEENSWURY. NEW YORK WITH THE FOLLOWING COWOITIONSe L THE STWING WILL BE ELIMINATED ON THE 14 PARKING AREAS ON THE NORTHERN END OF THE BULDNG. 2. THE ARCHITECTURAL DESIGN AND COLORS WLL REMAIN THE SAME AS THE SITE PLAN No. 46-2001 THAT WAS SUBMITTED LAST YEAR. 3. TO MAKE SURE TMAT THE MORE DETALED OL/WATER SEPARATOR WILL BE INCORPORATED INTO THE PLANS AS MR. MOUSTON. OUR ENGNNEER, "AS SAD. II CHAIRMAN DATE II A. 4� G AA W O� o U N Ooy �� °2 N N U a N .1 Z ty, Z Z e taJ � g A O � A V. W a Vl P F N S O u Or Cs) 0 0 'd a � W a D N �v 'V v 0tr Ov �0 •ate v W v o r;i vx° A=° z z s 44 C Mk 0 V C 0 L z �1 � inOL C Wy C� O � W E Q � Z WL N N IL NORTH SCALE 1" = 20' Date. Apr. 24, 2002 Revidons t 5/10/02 Reroute Sealer cOT1tl wbw 2 5/18/02 Sewer 3. 5/22/02 Respond to CT We comments 4, 5/24/02 Respond to Planning Board Sp-1 SKEET 1 OF 4 DIP SANITARY SEWER- w- --- W - u - \ \ l�1GOVER ADJUST RM TO GRADE NV OUT 326.52 r r G _ = 'r- •^::: I 12" HDPE \ UrM EX157HG UNE j ...� r 61 Lf at 0.57. F \ \� 24" qu1P STONY - - - - - - - -- NEWNVERT`3:lQ-----.--- - aosr"c------------- --1 l t i. �r�t`r'' F=TTE_ �..J---_�._.____ _ --�__ __ -_-- _-----.---------- —� - 1 ' _ ----y -� T RIN 335.79 G '•� ���� �R ! i�Z. ``• -•�\ - - -, - -C, INV 320.31 - qRF W ! s_ — W _ — — — — _--- — — —., — __ — — , — — — — `•�3g y ASRtALT TO 1lfT_pOSTNG SMOOTIIL G .._ i--G"" �y , \ "--- -_ W ' - _� —_ — ,. — Y w G W - .- - - - �.�4 - - 8" DIP APPROXIMA"IE 6" GAS LINE - -- — — w — — — — — — _ r _ _ _ AS PER MAP REFERENCE �j2 --- r w� — — — -- -- _ - ' � _ S TF=332.24' -Canr— —- ----_- w--_.------- W-------- W- f W Erosion and Sediment Control Notes 1. DURING EARTHWORK PHA5E5. SEDIMENT TRAPS (MAY BALE DAMS) SEDIMENT GONTOL FENCING SHALL Be INSTALLED IN DRAINAGE SWALE$ AND AT THE TOE OF GRADED SLOPE$ A5 INDICATED ON THE PLAN. 2. AFTER EVERY STORM THE SEDIMENT TRAPS SHALL BE INSPECTED FOR FAILURES OR DISPLACEMENT. AND ANY FAILURES SHALL Be CORRECTED WITHIN 24 HOURS. 3. ALL BARE EARTH AREAS SHALL Be SEEDED AND MULCHED WITHIN 48 HOUR5 Of SPREADING TOP50IL TO PREVENT EROSION. 4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY FOR URBAN EROSIOTHE EMPIRE STATE CHAPTER Of THE SOIL AND WATER CONSERVATION SOCIETY. 5. NO SLOPE SHALL EXCEED 3 feat HORIZONTAL TO 1 foot VERTICAL. Site Notes L EVDEKCE OF EXISTING UTILITIES 15 INDICATED FOR THE CONVENENGE OF THE CONTRACTOR. IT 15 THE SOLE RESPON5181 M OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF ALL UTIITES WITH THE UTILITY OWNERS. 2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION. GRADING AND CONSTRUCTION. 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL OFF OF THE PROJECT SITE N A LEGAL MAKER. 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND C"ES OF ALL NEW WORK N THE FIELD PRIOR TO STARTING WORK. ANY DISCREPANCIES OR QUESTIONS SHOULD BE Flt ATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK 4al NORTH SCALE V - 20' Date. Apr 24y 2002 R evWone Sewer Comec.Nion 5M #t 2 5/16/02 Sewer NUT AT POINTING ARROW & 5/22/02 Respond to -OP OF HYDRANT CT Meb Co"wro is ELEV. = 334.45' 4, 5/24/02 Respond to Pleminp Board SP-2 SFEEr 2 OF 4 - - _ ,3/4" WATER NOTES L PROTECT DUSTING TREES INDICATED TO REMAIN FROM 511INNNG AND FILLING AROUND BASE. 2. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" TOPSOIL N PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND ALL SOIL AMENDMENTS. 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'$ TRIPLEX GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5bs PER 1000 sf. STARTER FERTILIZER (5-10-53 AT 40 bs. PER 1.000 sf AND MULCHED WITH STRAW OR HYDROSEEDED. 4. PLANTING SOIL FOR BACKFLL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL Be A MIXTURE OF 1 PART TOP50L. 1 PART COMPOSTED MANURE, 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 b per 20 of. 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK. FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. 6. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. 7. THE CONTRACTOR SHALL INSTALL ALL PLANTING N STRICT ACCORDANCE WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. SPACING VARIES SEE PLANTING PLAN 3" 5HREDDED BARK MULCH 3" HIGH 5AUCER AMENDED PLANTING SOL SHRUB PLANTING DETAIL NOT TO SCALE RUBBER ROSE FRICTION GUARD GUY YIARE 3" dla. GEDAR 5TAKE5 B ft LONG 3" SHREDDED BARK MULCH 3" HIGH 5AUCER AMENDED PLANTING SOL TM PLANTING DETAIL NOT TO SCALE 2" FINE SHREDDED BARK MULCH 3" SOL SAUCER AMENDED PLANTING SOL NOTE, THIS DETAIL. SHALT. APPLY TO ALL GROUND COVER. PERENNIAL BED PREPARATION PERENNIAL and ANNUAL BEDS. NOT TO SCALE PLANT LIST SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS TREES RM AGER RUB" "RED SUMSET" "RED SLIMSET" MAPLE 4 3 - 3.5 In CAL 5 + B RP PYRUS CALLERYANA REDSPRE REDSPRE GALLERY PEAR 4 3 - 3.5 In CAL B + B HL GLEDITSIA TR. NE. SHADEMASTER SHADEMASTER HONEY LOCUST 2 3 - 3.5 In CAL B + B SHRUBS CH TSUGA CANADENSIS CANADWi "MOCK 5 5 - G' HT B + B AR THUJA OCCIDENTAUS NG&A DARK M IXAN ARBORVITAE 18 3 - 4' HT B + B KL SYRINGA MEYERI DWARF KOREAN LILAC 13 30 - 3G In B + B WE EUOMYM US ALATUS COMPACTA DWARF WhGED EUONYMUS 25 30 - 36 In B + B DY TAXU5 MEDIA DENSIFORMS DENSE SPREADING YEW 5 24 - 30 In B + B SC PRUNUS GSTENA REDLEAF SAM ID CHERRY 13 3 - 4' HT B + B RG BERBERIS THUM. ROSE GLOW ROSE GLOW JAP. BARBERRY 4 24 - 30 In B + B B BERBERIS THUK CRIMSON PIGMY CRIMSON PIGMY JAP. BARBERRY 17 3 gal CONTAINER GROWN A SPREA BUMALDA ANTHONY WATERER ANTHONY WATERER SPIREA 15 3 gal CONTAINER GROWN PJ RHODODENDRON PJM PJM RMODODEIORON 3 30 - 3G In B + B GG ILEX MESERVEAE CHINA GIRL C 1NA GIRL MOLLY 3 30 - 3G in CONTAINER GROWN J JLJ PERUS SABNA BROADMOOR BROADMOOR .JER 40 3 gal CONTAINER GROWN E NYMU EUOS FORTLMEI EMERALD GAITY EMERALD LAITY EUONYMUS 4 3 gal CONTAINER GROWN MKL MA.S ST I HEMEROCAL.IJS STELLA-D-ORO STELLA D ORO DAYLLY 48 1 GAL a co 0 00 CD co �N N N N r .Z •— — c�z �z tiz 4 5 p, U c G7 OOP C7 'd a a � Q ao � ev 0 0 •ate � 0 d c a� o W o W o :> = U = A = Z rno � CD 7 LL 0- 4 Q 1- q ) NORTH SCALE V = 20' Data Apr. 24, 2002 [ 1pm lom t 5/10/02 RerotAe swm- CCMeSt m 2 5/16/02 Sewer 3. 5/22/02 R6epond to OT Male Oomments 4, 5/24102 Respond to Planning Board SP-3 SHEET 3 OF 4 A%ISNA�IT �FAIT�_MI�IT SMOOTM RUBBED rINSM on CURB 3/8" x :5/4" DEEP TOOLED JOINT 1 1/2" RoWIUS--\,\ 1" 5" /�BROOMFINISH PERPENDOLLAR TO WALK CONCRETE WALK SEE DETAL :1, L G" X G" NO. 6/6 WOVI-74 W MESH 1.5" TOP COURSE ASPHALT ASPHALT 8" GRANULAR SUBBASE COURSE WS DOT SCOT. 304. TYPE 4 p COMPACTED TO q5Z STV. PROCTOR 2" BINDER COURSE ASPHALT c? GRANULAR 5MBA5f: COURSE (Qi MYS DOT SECT. 304. TYPE 4 COMPACTED TO 95Z $70. PROCTOR 0 o 5UBGR= COMPACTED TO WZ STANDARD PROCTOR SUBGRADE COMPACTED TO qoZ STANDARD PROCTOR INTEGRAL CONCRETE Urw%B '0 SOALE NOT TO SCALE I/r SUBGRADe COMPACTED TO 902 STANDARD PROCTOR 0 CONCRETE CURB SMOOTH FORM FINISH on CUM I GRADE LAWN G" GRANULAR SUBBASE COURSE MYS DOT SECT. 304. TYPE 4 COMPACTED TO 95Z STD. PROCTOR NOT TO SCALE SEE PLAN FOR LOCATION AND NUMBER Or LUMINAIRES LIDIONIA LIG"TING or EQUAL MODEL BVZ - TYPE A - 150 W W.Att PRESSURE SODIUM CUT OFF utwom COLOR - BRONZE IG'--O" - 4" POLE COLOR BRONZE TOOLED SCORE JOINT. SEE PLAN. 5' oc NOMINAL EXPANSION JOINT SEE PLAN. 25' oc ux MANMOLE-- •BOLT BASE COVER AREA ORE TURF 4 AMC" ✓Olt 11 it I" CHAMFER. BOLTS W/LEVMHG NUTS AS IiE ap oom F1 ITi SUPPL[D BY LK#tTNG MANUFACTURER 'n I, SMOOTH FINISM. CMAMFER ALL CORNERS INSTALL MAY SALE DAM AROM GRATE UNTL AREA 15 PAVED OR LAWN eSTA6LI5ttED ICI FINISH GRADE Hiit t 1II I. 5", 2'-5 1/2" 1 1/2TOOLED eDGV- 1/4- RAMS mh _j min e Z11 M111 �t__Iuc CotON CGALV STEEL) CROSS SLOPE- 1/8" TO 2/4" =30=MMEW BEND. 7.4*' RADIJS per FOOT (MAX 5/8" per ft.) FINISHED GRADE P1 AN MACMINIE BACKfLL W/ NATIVE MATERIAL %MWI 11k,i1j_&(A6 loism HEAVY DUTY FRAME AND GRATE COMPACT FRAME TO BE MORTARED EXCAVATE TIRENCM A4DTh 11N 1'-0" LIFTS TO TOP OF STRUCTURE MINIMUM WITH EQUAL (4" MAX. SMe) 4 -4 WRAP GRATE WITM FILTER FABRIC 4 TO PIPE PLUS 2.0 FT. 4 r UNTIL AREA IS PAVED 0 TO 95% MODIFIED �.:, _#4 HOOPS • 22" C*. Ir OVERLAP PROCTOR L Ll BROOM FINIW 5URFACf TYPICAL TO WALK REINFORCEMENT Pe"EKDICULAIt TOOLED SCORE JOINT EVANSION JOINT In TO BE 1/4" R. 1/2" VEIT 3/6- COMPRESSIBLE FILLER MORTARED h PLACE V-0" PA ROUNII) BASE WITtt Zr STRIP + SEALANT in 4000 P.S.I. cO1NCRm ro)(GXGIG WWF VTOOL BOTH EDGES % TOP OF SEALANT 1/2" BELOW FIPL GONC- 4.000 1* CONCRETE SELECT GRANULAR MATERIAL C1007. PASSING 2") TO 18" A13OVIC PIPE. HAND 5AGfTLL. GO" LIFT. GRAN" 5U5BA5f SUMP12" DEEP min. OJT -OFF LIGHT DETAIL Ws DOT SECT. 304. TYPE 4 36 C*-:--- COMPACT TO q5Z STD FROG PIPE BEDDING G" DEM. SAND. GRAVEL OR NOT TO SCALE MSMED STONE (TO 1-1/2") SJ5GRADE COMPACTED TO 6..NOTES 90Z STANDARD PROCTOR ro L SEE PLANS FOR POLE LOGATIOK =TION 2. CONCRETE TO BE SMOOTH RIBBED FINISHED. BALKS CATCH BA61N ?""TAIL PIPEPIPEEXCAVATION 4 BACKFILL DETAIL 3. C40ROMTE INSTALLATION WrM OTHERS TO CONOnTE ASSURIC A COMPLETE PACKAGE VM CORRECT NOT TO 50ALr NOT TO SCALE NOT TO 50ALE OF ANC"Olt BOLTS APO ELECTRICAL CONDUIT. Zt CAST IRON FRAME AND GRATE I" TEE FLEXIBLE WATERTIGHT SLEEVE %— HEAVY DUTY GPMPBALL FOUNDRY #118W OR EQUALREMOVABLE F KOR-N-SEAL OR EQUIVALENT F WRAP GRATE VIE EXPANDING WITH FILTER FABRIC PIPE PLUG UNTIL LAWN AREAS ARE ESTABLISHEDBOLDING PROPER VENT WALL—,,,"NT THROUGH ROOF ^--INSTALL MAY BALE DAM ARCLIND The ACCESS TO CLEANOLITS A- CATCM BASIN GRATE UNTIL AND BACKWATER V&vr rrr 10 CAZANOUIT AT GRAVE LAWN AREAS ARE ESTABLISHEDAS I" IN GRASS ARE SLOPE SL FLUb" W*h PAVEMENT lo FIN15MED GP" FINIGrIED co" FLOOR SLAB ON GRADE-------------- nr MORTAR FRAME FINISH GRADE GONG. GRADE R1NG—,, AS REQUIIRM RE STRAND in THICK REINFORCED JOINT PIPE OPENING TRAFFIC COVER W1 24 In OPE + FITTINGS r, ��REINFOKCED BARREL SECTIONCS) INSIDE M.K. AS RECIURED FLEXIBLE JOINT CCUPLING CURB box CEXTENSION Tyre 3- WITH ARCtl PATTERN DAMCLEANO CORPORATION STOP CLEANOUIT AND STATIONARY ROD) RISER PAVED STAINLESS STEEL STRAP ANCHORS 1WIrRT LI COPPER TUBING CURB STOP 4" • Z' O.C. ANCHOR TO WALL WITH 4*0 I.D.%in THICK REINFORCED COMPLETELY MORTAR cTyreK) rj - ECCENTMC STAINLESS STEEL ErOXY ANCHORS BASE $ECIION. HEIGHT AS REQUIRED AROUND PIPE 4" REDUCER NV IN INV OUT STORM SEWER 1 TYPE K COPPCOPPERPIPE roll TO BUILDINGBUILDING4" MOUSE 12-' SUMP 90 ELBOW TURNED TOWARD W/2 CLEANOUTS Z4" WYE + 1/8 Bm COMBO MANHOLE OUTLET PPE 8" Dj?. WATER MAIN APPROVED BACKWATER SOLID GONG. BLOCK UNDISTLMD SUSGiRADE VALVE W/ 01ZANOUT OR 01 FOOT PIECE AS REQUIRED EXISTING SANITARY MANHOLE CA5T CONCRETE NM MANHOLE DETAIL SEYERIATERAL DETAILS DROP CONNECTION TO EXISTING 5EAER MANHOLE 5T NOT TO SCALE NOTES ALL SEWER SERVICE AND CONNECTION WORK ( NOT TO SCALE NOT TO SCALE K NOTE, ALL SEWM SERVICE AND CONNECTION WORK NOT TO SCALE ALL WATER rrv4G + CONNECTIONS TO Be IN ACCORDANCE SMALL Be IN COMPLIANCE WITti THE TOWN Of QUeEN5BURY STANDARDS. SMALL BE IN COMPLIANCE WITH THE TOWN OF QULrfN5BIUIR:Y STANDARDS. WIT" GIMmAy WATER DEPARTMENT STANDARDS §ri 44 0 P4 N Lw ram, IL I Dato Apr. 2A 2002 I Revw1ord SP-4 %*Et 4 OF 4 L3" TOP COURSE ASPHALT 2" DMDER COURSE ASPHALT GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED TO 952 STD. PROCTOR SUBGRADE COMPACTED TO 90Z STANDARD PROCTOR n 1 A5PHALT PAVEMENT TOOLED SCORE JOINT. SEE PLAN. Co' oc NOMINAL EXPANSION JOINT SEE PLAN. 2W oc max SMOOT" RUBBED FLASH m COW 3/8" x 3/4" DEEP TOOLED JOINT 1/2" RADIUS 1" 5'. BROOM FLASH PERPENDICULAR TO WALK CONCRETE WALK SEE DETAIL ► ' •: G" x G" NO. G/G WOVEN WIRE MESM ASPHALT e ► 8" GRANULAR SUBBASE COURSE NY5 DOT SECT. 304. TYPE 4 COMPACTED TO 95Z STD. PROCTOR :;:c N5 c. > !: ,,; ?\j ,, '`' y; • '��` \� , • : SUBGRAM COMPACTED TO 90t STANDARD PROCTOR � l',,; J'�f%/•'r,,j".• 1;%iil ;�. f%;/yiP::�%%:f✓ INTEGRAL CONCRETE CURB Lo NOT TO SCALE (-fifI f TO WALK DIRECTION i M i • ffl ! ! ; I �' I i ; 'i l (; # I f ' INSTALL MAY BALE DAM AROUND GRATE j!1- UNTIL AREA 15 PAVED OR LAWN ESTABLISHED 'I ;(f(E (,:�:E`f�; � :i!:• :! !f I! ,,ii : f��• , !!]!E f'f f Ef� TOOLED EDGE. 1/4" RADI U5 mh 3" _ min min ID CROSS SLOPE- i/8" TO 1/4" pl,jtµ per FOOT CMAX 5/6" per ft.J FINISHED GRADE HEAVY DUTY FRAME AND GRATE FRAME TO BE MORTARED TO TOP OF STRUCTURE WRAP GRATE WITH FILTER FABRIC UNTIL AREA IS PAVED BROOM FLASH SURFACE TYPICAL 6" PERPENDICULAR TO WALK RENFONtCEMENT 90' ELBOW TOOLED SCORE JOINT ENPANSM JOINT • TURNED DOWN PIPE TO BE 1/4" R. 1/2" DEEP 3/8" COMPRESSIBLE FILLER ''� WIT" Zr STRIP + SEALANT i MORTARED IN PLACE Q*XG/6 WWF TOOL BOTM` EDGES • TOP OF SEALANT 1/2" BELOW FN. CONG. • • • ' . a 4.000 pN CONCRETE Y1 • aGRANULA: i SUBBASE a0 : d4 ' 4 : - NY TR SECT. 3004. TYPE 4 SUMP Sall DEEP min. oo • .6i ' COMPACT TO COX STD PROD 771, t�.....ul,llf.;..jj! d e • rr ',SU » STANDARD PROCTOR 6.. .�» m .7WTIV17 nrrW. . CONCRETE WALKS (�CAXH BASIN WITH HOODED OUTLET NOT TO SCALE NOT TO SCALE MEAVY DUTY CAST RON FRAME AND GRATE CPMPBALL FOUNDRY At118GD OR EQUAL WRAP GRATE WITH FILTER FABRIC UNTIL LAWN AREAS ARE ESTABLISHED .. ,. - . INSTALL MAY BALE DAM AROUND THE • • • f ; ' ' ; '' • CATCH BASH GRATE UNTIL ••;: •`` ,•r LAWN AREAS ARE ESTABLISHED SLOPE ,• / / � ; / / ; � -" .' ' . � ,r,.-� ill INGRASS AREAS . ! •, :. ;. •. / r r IW15 SLY GRADE • ' FNSMED GRADE FWSM WITH PAVEMEIfT GONG. GRADE RING MORTAR FRAME AS REQUIRED �_ 8 in THICK RENFORGED TRAFFIG COVER w/ 24 In OPENING REINFORCED BARREL SEGTIONCS) \ AS REQUIRED z - -'� CURD BOX CEXTENSION TYPE CORPORATION STOP WIT" ARCH PATTERN BASE AND STATIONARY ROD) COMPLETELY MORTAR 4' U). 8 In THICK REINFORCED COPPER TUBING CURB STOP AROUND PIPE BASE SECTION. MEIGHT AS REQUIRED CTYPE K) NV N NV OUT STORM SEWER �; o 12" SUMP mlri TYPE K COPPER PPE _ TO BUILDING 8" D.LP. WATER MAN UNDISTURBED SUdGRAC>E SOLID GONG. BLOCK OR CU. FOOT PIECE AS REQURED PRECAST CONCRETE STORM MANHOLE DETAIL SERVICE PIPE GONNEGTION DETAIL H NOT TO SCALE 1 NOT TO SCALE ALL WATER PI NG + commiECTi0M5 TO Be N ACCORDANCE WIT" QUEENSDURY WATER DEPARTMENT STANDARDS. .. .. a. GRAM LAWN A Apq ��►. 6- GRANULAR SUBBASE COURSE cop HYS DOT SECT. 304. TYPE 4 'COMPACTED 'COMPACTED TO q5Z STD. PROCTOR SUBGRADE To 9OZ STANDARD WINCRETE CURB AREAS RESTORE u'141u411r, 41,10�b EXCAVATE TRENCH WIDTH --' MINIMUM WIDTH EQUAL TO PIPE PLUS 2.0 FT. V 4� 1A h. NOT TO SCALE MACHINE BACKFILL W/ NATIVE MATERIAL COMPACT IN 1'-0" LIFTS C4" MAX. SIRE) TO 95Z MODIFIED PROCTOR SELECT GRANULAR MATERIAL C1007 PASSING 2") TO 18" ABOVE PIPE. "AND BACKFILL. V' LIFT. BEDDING G" DEPTM. SAND. GRAVEL OR CRUSHED STONE {TO 1-1/2") PIPE EXCAVATION 4 13AGKFILL DETAIL TO BUILDING WALL PROVIDE PROPER VENT THROUGH ROOF ACCESS TO CLEANOUTS AND BACKWATER VALVE CLEANOUT AT GRADE )OR SLAB ON GRADE .R FINISH GRADE 4.. J 4" MOUSE W/2 GLEANOUTS APPROVED BACKWATER VALVE W/ CLEANOUT SENOR LATERAL DETAILS CLEANOUT RISER ECCENTRIC. 0 SEE PLAN FOR LOCATION AND NUMBER OF LUMINAIRES LTT"ONA UGMTNG or EQUAL MODEL. BV2 - TYPE A - 150 W MGM PRESSURE 50" CUT OFF LUI'ItVARE COLOR - BRONZE 16'-O" - 4" POLE COLOR BRONZE "ANDMOI.E tj roLE BASE covERAAN 1" CHAMFER /X/ r � BOLT BASE COVER • 4 ANCHOR BOLTS W/LEVEL.NG NUTS A5 SUPPLIED BY LIGHTING MANUFACTURER • CONCRETE FOUNDATION CFORMED ABOVE GRADE) SMOOTH FNS". CMAMFER ALL CORNERS ?'--FLEE CONDUIT CGALV STEED 90P BEND. 24" RAMS �--8 #7 RODS VERT" SPACE EQUALLY =#- #4 MOOPS • 12" oc. 12" OVERLAP !•h i� i ',\_ 2'-O" DIAL ROUND BASE r 4000 P.S1 CONCRETE OUT -OFF LIGHT DETAIL NOT TO SCALE 1 NOTES L SEE PLANS FOR POLE LOCATION. 2. CONCRETE TO BE SMOOTH RUBBED FNSMED. 3. COORDINATE INSTALLATION WITM OTHERS TO ASSURE A COMPLETE PACKAGE MAT" CORRECT OF ANC"OR BOLTS AND ELECTRICAL CONDUIT. PPE TEE REMOVABLE EXPANDING ME PLUG RESTRAINED JOINT PIPE + FITTINGS INSIDE M.". PAVED INVERT o FLEXIBLE WATERTIGHT SLEEVE KOR-N-SEAL OR EQUIVALENT e 0 �- FLEXIBLE JOINT COUPLING STAINLESS STEEL STRAP ANCHORS Z' O.C. ANC"OR TO WALL WITM STAINLESS STEEL EPDXY ANCHORS 4" WYE + 1/8 BEND COMBO MANHOLE o �' 90 ELBOW TURNED TOWARD MANHOLE OUTLET PIPE EXISTNG SANITARY MANHOLE NOT TO SCALE NOTES ALL SEWER SERVICE AND COMIECTION WORK SHALL BE N COMPLIANCE WI TIM TIME TOWN OF QUEENSBURY STANDARDS. Mp C.ONNEGTION TO EXI5TIN6 SEWER MANHOLE NOT TO SCALE NOTfr ALL SEWER SERVICE AND CONNECTION WORK SHALL BE N COMPLIANCE WITK THE TOWN OF QUEENSBURY STANDARDS. Z V T J < tu � A lu �1 C_^^. Vl Z Z p"'1 Lae 01 -- LL --1 � DQtet Apr. 2A 2002 ReW111.1-0 1 d/4/02 Add Flood to CB SP-4 SHWr 4 OF 4