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2005-913
TONVN OF QUE E NSB URY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CE RTIFI ATE OF OCCUPANCY Permit Number: P20050913 Date Issued: Wednesday, July 05, 2006 This is to certify that work requeted to be done as shown by Permit Number P20050913 has been completed. Tax Map Number: 52 400-301-005-0001-053-000-0000 Location: 7 NOBLE Way Owner: THE BH GROUP, INC Applicant: THE BH GROUP, INC This structure may be occupied as a: Fireplace By Order of Town Board Garage - 3 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the 11 responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Co Enfo ement Planning Board or Zoning Board of Appeals. 01111K TOWN OF QUEENSBURY 742 BayRoad, u s ut 7 - 1 i�� Q een b y,NY 12804-5902 (518) 61 8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050913 Application Number: A20050913 Tax Map No: 523400-301-005-0001-053-000-0000 Permission is hereby granted to: THE BR CTROTTP_ INC For property located at: 7 NOBLE Way in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other info ation hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: THE BH GROUP, INC Fireplace 467 ALBANY-SHAKER Rd Garage-3 Cars Attache LOUDONVILLE,NY 12211-0000 Single Family Dwelling $382,000.00 Total Value $382,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency BH GROIJP_INC._ THE 467 ALBANY SHAKER Rd • LOUDONVILLE_ NY 12211-0000 Plans&Specifications 2005-913 LOT 2 HSE#7 NOBLE WAY 2997 SQ FT SINGLE FAMILY DWELLING $449.24 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, December 02, 2006 (If a longer period is required,an application for an extension wrist be made to the code Enforcement Officer of the Town of Queensbu before the expiration date.) Dated at the Town ofu sb Q � � Fr �,�D ecember 02,2005 SIGNED BY ‘ 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. —9 jj No speetion will be made until applicant has received a Fee paid $_ , validbuilding permit. All applicants' spaoes on this Reo.Pee Paid ��v , - application must be completed and must appear on the Reviewed By; 1 ./ application form. Applicant: e 1 r•o�p '►c Owner: Sqvi.e Address: 4167 Ai1.h y S%c/J -' 14 Address: tool cs.1utllc i i0?' 122// Phone#('. lam,)2.31.•.117 $ Phone#(,,,,—)..�__,- 7.- • Property Location: Lot Number: L/ House Number, 7 I Aro hit iiia Subdivision Name: Jiei ) C®4¢- Tax Map Number: S' /o 7— 5 cat, New Building: es dent I commercial 'Estimated Market Value of Con truction: $ 3 82/ QQ o a Addition: residence/ commercial If an Addition,what will use of 114. W addition be? t l Alteration: residence/ commercial Cl lito change to exterior size: residence I com'l • G Other woris(describe ) ' Check Occupancylnformation 1"Floor 2Q4 Floor Other floor Total. Below . sq.ft. sq.ft. sq.ft. Square Feet me Single t'amily dwelling I ef_3 y /s67 2. 797 a Two fstmily dwelling i a Townhouse . a Multifamily dwelling #of units o Office . ' a Mercantile - , a Manufactut; ,r_r,r, II%1/1';nn' a l car detached garage , i SLR: ��',—L " d_ a 2 oar dettach..ed garage • a 3 oar detached garage 11l V 3 ���� • O l car attached Image _ - a a a7ZC.qRC;,JR - a 2 oar attached garage )Y, ej ,',,vw, (U D CP) r 3 car attached garage ?Fb = -- F9 CI Storage building- commercial ' a Storage building- ."' residential . ' ; a Other ' . What is the proposed height of the structure 1-/- 2.? feet . inches Will arty second-hand or ungraded lumber be used? If so,for what? WO Type of I eating System: electric/ oil /art wood orced hot air baseboard/other: Number of Fireplaces,to be installed _ / Number of Woodstaves to be installed List below the'person(s)responsible for supervision of work as regards to building cod s: Name Address Phone Number - Builder die , I/ 6=O Z,c �SI5}�g3 -4.1-9 --- `a -- Plurnber -- A414.;c�l- P%w,5�h� (�51-0,5 'i a i-1-1 Mason Electrician /'l _rc,o , 1 ,c (51< )3 21 avo 12eolarat : please sign below after you have carefhlly read the statement: To the best of my knowledge the statements contained in this application,together with the plans and speoiflcations submitted,are a tme.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 pro osed work shall be complied with,whether specified or noted,and that such work thoaa�e owner, Further,it is derstood that I/we shall •submit,prior to a Certificate of 4 or Certifi ' f ante bean issued,as requested by the Zoning Aslministmtor or Dire wilding p , .41s1uetl Survey by a licensed surveyor;drawn to scale,showing actual location of cone= 'orx — /-" ownG owner's age t arobiltect,cont ror • Application for Permit=Se" tic Disposal System Town of Queensbuty 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: .........,. ....... .............��. ......... � 7 /CJ�.��e. � ��►�'2, Office Use Location of installation: �'y File Permit No. 0 —9/3 Tax Map No. Sot. / • Fee Paid Owner's Name: The 131 (ro o e, Address: LW 7 4/ om -CA q Lev- gs • /tc 4dh(Lite) /23_/I 2. INSTALLER'S NAME : 71)e_ ew ao..90/ . l c. . PHONE NO. 1/39'.` e'7 ' 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No.of Bedrooms x Computation = Total Daily Flow 1980 or older x .150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 present x 110 gal/bdrm = VV0 Garbage Grinder Installed yes_ /111 Spa or Hot Tub Installed yes— . no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth munici a can-) 5-- feet ,N/A- feet well Steep slope clay if well;water supply %slope other from any septic-system depth: • absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For N'ew Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: i 2 S0 gallon(min. size 1,000 gal.) Tile Field: each trench IS , ft. Total System Length: 21 6 ft. Seepage Pit(s): number of 4//A size of each: ft, by ft. Size'If Stone to be used: # / depth or thickness feet Bed/System Size: A/././ • Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by_a Town _approved — electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations wispec o this a rreragree to abide by these and all requirements of the To . -of Queensb m ewage Disposal Ordinance, /l/fir Signature o responsible person • Date :11ii40;:1'e4 '+'1' • ' it�.�.';:,.j,'I r'Irk ',1II :% i' ,,:jj.1.15b ;' ''1'ativt `if t u�i' 1 t VK"]htt}ttt• ;j�, •8c;%vc9.8 soot Strw mt: I)ispassi.1 f:Etnr0t• 1�,1,}pinittix (1 . • • t • 11 .1.St)RP I' ()11• I�'I I IJI). • • , • ' SEIPA RNLI WIN Itl t1I,J1.Iti MI I41N'I`�i , . • . . ' s\.:_z_,.„... . . i ............. ... —.. ••••••••too•••••••••••••••••• •4.• •••••17,:. :.1-.4.'c!.7-4 04:: . ... . "."."%-olti N.,,,....7.....ss .0::\: 'A'.�1�..�rrir..r.�r. •Y.�r�yr�.Tl•..rM�'�}.��rT.��l..rl•� • ... m ..s)# 46 wgt•t• 1N 11/4TJt'I• ` f StT worn . 1 . r,—...1 , , e .. . / ,. A\AE. . .00.- Oov.sz. G • L e crs,) . • , t•••' fi , / ram 1w.41)...11.....7 crr % t 1 ."' 'Scrcicr w`` • i.t\l• w ier: omit M -i I . ' • at?RCt.Ls;oK1 a FritF • r ` I , \"*".".. . . • ,�..•..�y- . r.•..rwn•'.'..nww• .•r"' '.1•IR"" . r.r• .ww IL r . , r Ir ' 7, SI1NATuRB BG xti!"0 no.1` tigt 7V'W..I r6N. ►os.,4,F r'•i Vi°I wo,...w aw....J .. 11 . • 4' • Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY • • (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date //: 2 i' , 20 p°: • Permit No. 7,,,T „-,t,•,-s ,•- - I .3 -I •-•,• - Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner • ' agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. I NOTE to applicant: Rough-in and Final Inspections are srequired. • Applicant Information • . Fuel Burning Appliance•Information (circle appropriate words) . Name: e 'r .a ,, • Stove: wood coal pellet gas Fireplace insert " ` _ Fireplace, factory-built: wood gam Address: ����' ,��"s'��.�., • �,�.�,:�ra.. I�� ;.�. Fireplace, masonry: " wood . gas . Furnace: wood ,..--gaol oil g • Phone: // ' •` " . `": ` • Manufacturer Name: r"Y;= t ()caner: 3�,. r . • Address: Model Number: 6 /;;" - Chimney Information Phone: (circle appropriate words). Masonry block brick, stone Flue tile steel size: inches Exact Address: 7 A,`) i'r L4,, 4 :% Z) • of construction or installation Factory-Built Manufacturer name: fir:,a - E- 6,. ., . Model Number: r "7 Note: Listed By: t ;lf " Number: ' Construction/Installation must conform to NYS Fire.Prevention &Building , Indicate (circle) chimney material: . Code. Consult available Town of Queensbury Handouts regarding required inspections. .,Doublew -1 / Triple wall / Insulated / Threcventing') Chimney Liner- C , litsex-'ice Irlhe sazameszt—Tc ®f.Qzzeiamerlfora ry,'.New.Wic r. : - Fire Marshal Code# $Collected $Refunded Received fr-onr (refrurded to): ;: _ max-: x y).`) address: • -- A 173 3389 (190) Public Safety A 233 2655 (230)Minor Sales DATE: 1 1 I y.f.,1 CC, : J , (.. k1 i .-. . - yt:gn.e✓I call- t OtVYu ele,ti 2 Dcp.t . White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) Job Site Address: 7 i,/00,14 Let(v . 61- i 2 Date:,. Owner:Owner: 7e 8/1 c P( . Application No, File No. ( C-Sbc--qf 5 Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Nf Req.Light Actual t:`:1,P Req.Vent Actual ' Sq,Ft. Remarks i . , Room Room 're., 8%of Room Light ,t;', 4%of Room Vent Opening for in 0 Area Square 4,1; Area Square Egress ..,4 Square LV., Footage , i, Footage Feet 95C 's!:. 3C, Vi( 3-2. a 'it 1 ta-y K.,. ', Ge..4.C4k- Fpv.i 144 A fy 33,i S, r 1,o ,z.. /y, vt „ig 6 08" 14: hv I 0 fq 0 4415 141 Ps,0„ /3 5-- 0 /04 F 2-7 ° "ir- 5-;V A,.; rz, /C/0,1kI- 13 K 2,2? ',10,i k 23 i iCi Z r ii 76. /3,7Y, - bg, #z /Yy ,1i:4 A 5-a_ V, 6 • 4 S-17 C 1 /I, 92- ;`,'„ 5;97 to ..,k IN, 1 -w, S:11 glli r ',11 Llki 14.A1 1,,..,1 i:1, 1g tx(/ lz, fii X 92.. 2,/1 0 .5- -7 it,h._ gi,q ,,• ittd 4;,f,:. n", L'k ;10 Vti la O''"4 ,,, 41 0: ,,,,,... 44 I -.., !,,,,,. p,4 ing VA ;14,11 T 0 I 1 R*0 ,iY LASueHemingway\BuildingTermit,FORIVIS\Natlight.Ventil.Calculation.Sheet.doc . , , 1 ' WINDOW SCHEDULE Job Site/Address: 7 A bit til0 (Ze i- 2 ) Date: 11/411)r- Owner: 77ie Eh' cii. z,, Application No. 05-- al I 3 Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening GlassNis . Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar . Width In Height Plan Call Width Light Opening Inches In Inches Size , . ..4.6:-...,)jb,,c_ Afr &5e., 0,1 z--3')$-4 6-314 5'—51y 27 o I 1, z.. 5',5/ 3 y IS 6 Z-3031. 6-314 5--51A? 25;1- 4317/ et 5-7 .0 ct '1/4 3-2_9-c-r, ..c-7% s-5.46. 33, Jr fyity Ce a 3617/4 z9 I . z-iocr6 C-37, ef--- 91y Example Entry A Andersen Narroline 3062 3' 2 6'5 % 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" " 11/16 Glazing Hung , . C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc . " :- Y TON/M OFQUEElYSBUR?' ��v s - �-_- -_� •� - • - 1GHWAY Richard A.JIfssfta g way Superintendent i [ c [ ` 3 Home(518)798-5l27 742 Bay Road ! Queensbury,NY 12804 'Wane!E Travis Offi ce Phone: (518) 761-8211 Deputy Highway Superintendent Fax: (518) 745 446b (518)Asa-oafs DRIVEWAY PERMIT DATE: 1/l 2 SXS" APPLICANT NAME: The E Jo %cr �/ ff / TELEPHONE NO.: 7- $- ej7Z ADDRESS TO BE INSPECTED: 7 lio k 4dc 1L4 2 RETURN ADDRESS: 967 4/.4c . S/ ker led 40,clt opiu, ,j Air )2Z// Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP I: ( )Preliminary Approval NEED: .( )Slight swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt 0 Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval • ( }Rejected . DATE: Richard A. Missita,Highway Superintendent T. - s O5- ! --3 • Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release ld Data filename:C:\Program Files\Check\REScheck\Lot 2 Noble Way.rck PROJECT TITLE:Bennington COUNTY:Saratoga STATE:New York HDD:7244 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/16/05 DATE OF PLANS:November 16,2005 PROJECT DESCRIPTION: Lot 2 Noble Way Queensbury,New York DESIGNER/CONTRACTOR: The BH Group • COMPLIANCE:Passes Maximum UA=711 Your Home UA=545 23.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1744 30.0 0.0 61 Wall 1:Wood Frame, 16"o.c. 3606 19.0 0.0 194 Window 1:Vinyl Frame:Double Pane 297 0.510 151 Door 1:Solid 77 0.190 15 Basement Wall 1:Solid Concrete or Masonry 1620 11.0 0.0 113 Wall height:8.0' Depth below grade:6.0' Insulation depth:8.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 324 30.0 0.0 11 Furnace 1:Forced Hot Air,92 AFUE Air Conditioner 1:Electric Central Air,10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the bui a :e� W �® t specifications,and other calculations submitted with this permit application. The proposed systems have bee o -0•jd�t_y� o u eet �� ,� New York State Energy Conservation Construction Code requirements. When a Registered Design Professi•in t!%7'% amp o j�a, ,- , r ti signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,s of . ,• MIS r^ '} .n` specifications are in compliance with this Code. , H ` ; Nk 0 PROF F. - a' l REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release ld 40 DATE: 11/16/05 PROJECT TITLE:Bennington Bldg. Dept. Use Ceilings: 1 [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame,16"o.c.,R 19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Solid Concrete or Masonry,8.0'ht/6.0'bg/8.0'insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane,U-factor:0.510 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No • Comments: Doors: [ ] 1. Door 1:Solid,U-factor:0.190 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. c) [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R 4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. 41) I ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. 0 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes ID Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) • 0 Queensbury Building & Code Enforcement _ Resi•.- ,ti•. al Inspection Office No. (518)761-8256 Arrive: (1¢ .art: a Date Inspection request received: Inspector's Initia r NAME: IA C;en .)? P *IT#: =913 LOCATION: 70 (23 LE_ f:i-1 t�'���//// E: -- —0� TYPE OF STRUCTURE: ��j V Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location el; Fresh Air Intake :// 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 7 Guards at stairs,decks,patios more than 30 inches above grade of Guard at stairwell at 34 inches or more ✓ Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall /1/ Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers17/ Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate V Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight V Safety glazing/Window in stairwells safety glazing Interior Smoke De tors: Every level: V Every Bedro5.7 Outside every bedroom ea: N.Z.Inter Connected: V Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Vf Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Zr Bathroom Fans,if no window Plumbing fixtures kk/;/' Foundation insulation V / Floor truss,draft stopping finished basement 1,000 sq.ft. V Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site 17,/,- V/z Oil Furnace shut-off at entrance to furnace area1./>- Furace/Hot Water Heater operating / Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 // Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches / / Garage Floor Pitched _ Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical -4;/-7/1 Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required V Flood Plain Certification,if required ---- 1 Okay to issue C/C or C/0 [Temporar ermanent] _ L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc • Septic Inspection Report Office No. (518)761-8256 Date Inspection r,•uest re ..: Queensbury Building&Code Enforcement Arrive: am/p epart: am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initia's: NAME: 1-; C4\noP R NO.: z.oc -qI3 LOCATION: "7 i'U C 1 LE tA. A NS'ECT ON: "7-- RECHECK: Comments and/or diagram Soil Type: Sand/Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance _ ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number _ Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y/N/ Partial End Cap Inlet/Outlet Pipes&Baffles Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Co ....,_ ,, Plot , _N Engineer Report - -Built Y—N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 G7/43/2006 10:31 5186900782 THE BH GROUP PAGE 02/03 • • BO SW E L L ENGINEERING ENGINEERS•SURVEYORS II PLANNERS■SCIENTISTS 192, 799 Madison Avenue-Albany,N.Y.1220$•(51 B)436-6310•Fax(518)438.0859 • VIA FACSIMILE (518)745-4437 April 11,2006 Mr. Charlie Dyer. Town of Queensbury Building Department 742 Bay Road. Queensbury,NY 12804 Re: Septic System Installation Lot 2 Noble Way Kings Court Subdivision T/O Queensbury, Warren County,NY Our File No.: A02-008-05 Dear Mr. Dyer: Based upon a visual inspection conducted by our office on April 7, 2006, we hereby attest to the fact that the septic system has been installed for Lot 2—Noble Way. The septic system appears to have been installed in the relative location shown on the approved plans and appears to be installed in general conformance with the N,Y,S.D.O.H. approved plans (plans entitled `Kings Court Subdivision-Final Plans', dated: October 15, 2003, last revised: April 7, 2004, with. a NYSDOH approval date of May 17,2004). Should you have any questions,or require additional information,please feel free to contact our office at (51.8) 436-6310. Very truly yours, BOSWELL ENGINEERING 6WI1d(QLAUI?L Robert W. Osterhoudt, P_ E. cc: Mr, Frank Barbera, BH Group Ms. Anita Gabalski,NYSDOH, 77 Mohican St., Glens Falls NY 12801 RWO/EJH/ejh \2002\A02-OOR WPAT MOr1NTAMLETTERC\DV5R na i i 2nn4 LOT 2 NOBLE WAY.DOC r; 07l- 3I2006 10:31 5186900782 THE BH GROUP PAGE 03/03 / / --------------- 6o� pDe flG�. ig N P 'c a5. \ SSs `'%� , \it y� �°��- t c'�i \A, IP tip' $ \4G \,OS \� •\ �,� � � p fi\ \ * 6 asp'. \ \ \ 0csri ' \\ \ � \\ c) \ 4ac ace'. \���h ',� • o.\ �`,7 4 \<,\ tig 1h 0- l 00aPICAT14NS.L 1. CHICAGO TITLE INSURANCE COMPANY 2, JOSEPH J,MARDELLETTI, .IR 'Cr 3. $UZAN A.MARCFLLETI A. WELLS FARGO SANK N.A., ITS SUCCESSORS AND/OR ASSIGNS 4., 5� NOTES: \NpJ�p ,�°: 1. SURVEY SHOWN WAS PREPARED FROM AN JUNE 200E FIELD SURVEY. -! 2.EASEMENTS OR RESTRICTIONS NO SEARCH OF PUI3LIC RTHAT MAY NOT HAW BEEND WAS MADE IN �CONTAINED C,`OQ��Q T,` IN COMMITMENT FOR TITLE INSURANCE(TITLE NO, NVR 061527 )ISSUED a cli BY CHICAGO TITLE INSURANCE COMPANY ON APRIL'1,1, ZODB. 1l� �1 '�' 3, SURVEY SHOWN IS SUBJECT TEl ANY SUBSURFACE CONDITIONS THAT `1�, L� ti ` MAY EXIST, IF ANY. c4.... 'fr 4. UNAUTHORIZED ALTERATION OR ADDITION 70 A SURVEY MAP '� BEARING A I.ICEN_SEQ LAND SURVEYOR'S SEAL IS A VIOLATION OF' c SECTION 7205, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION k.-• LAW. ra a.4 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH sr'b- 6' t92 AN ORIGINAL OF THE LAND SURVEYOR'S PMADSSED SEAL, AND NA1I RE IN RED, SHALT.BE CONSIDERED td SE 'TRUE AND VALID 0DO ENLARGEMENT PLAN: 6, CERTIFICATIONS INDICATED OR IMPLIED HEREON SIGNIFY THAT SCALE: 1"— 20' This SURVEY WAS PREPARED IN ACCORDANCE 16TH THE Ex1S11N0 CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON OR PERSONS FOR WHOM THIS SURVEY WAS PREPARED. AND ON HIS OR THEIR BEHALF TO THE TITLE COMPANY, OQVERNMENTAL ARENCY AND I,ENOINC INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE MAP REFERENCE; LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE T,MAP ENTITLED "KINGS COURT SUBDIVISION- TO ADDITIONAL INSTITUTIONS OR SIJBSEDUENT OWNERS, DATED OCTOBER 15, 2003 AND PREPARED BY BOSWELL ENGINEERING AND FILED IN THE;WARREN COUNTY CLERK'S OFFICE ON JUNE 30, 2004. MICHAEL P. WHEELER, ��• MAP OF SURVEY NEW YORK STATE LIE, ND. 49,71LOT 2 NOBLE WAY �� 7�t�C �^ KINGS TOWN OF QUEENsmJIYVISI4N ! ,- COUNTY OF WARREN STATE OP NEW YORk BOSWELL ENGINEERING DRAWTED AR BY: `"' ,N16 NO. Br. ;Ow 01,0 . A 2s,mee � DRAM 8YS MFR Jae Na. rax-aae ntva No. nvx-aa0J.71Z1>roP 799 MADISON AVE„ ALBANY.N.Y, 122D8 518-436-6310 SCALE 1" = SO' SHEET 1 OF 1 Queensbury Building & Code Enforcement Iles •- •1 7' Inspection JJ Office No. (518)761-8256 Arrive: QA e.eAlp ;. ' ,r D Date Inspection request received: C 7:2-06 Inspector s Initials. NAME: 1 6(-® _ T#: 0 mil 3 LOCATION: L&i 1 `7") NON__ tz.4,91 SATE: (9p-7/0 = TYPE OF STRUCTURE: /Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors — - Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more _ A o.` Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing N-Yffct- Interior Smoke Detectors: Every level: Every Bedroom: � � t Lt.e\ Outside every bedroom area: Inter Connected: Battery backup: _ Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum - Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure - Final Electrical Final Surve Plot Plan Bui eptic Systeml Sewer Dept.Inspection Sticker Site PZan-TVariance required Flood Plain Certification,if required — • ' - ;Okay to issue C/C or C/0[Tempor Permanent f L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Form revised 100405.doc , /-3 UJt /U till' 25'-06 Queerlsbury Building & Code Enforcement - Resid-ntia final Inspection , 111, Office No.(518)761-8256 Arrive: am/pm p we art: 2 pm Date Inspection request received: Inspector's Initi..ls° NAME: B r�/ c f v. fE: IT#: oc-yi3 LOCATION: � _ 6 ---i° —06 TYPE OF STRUCTURE: . Comments Ye N® N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches 7/i., Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade INA�� L�� o� Guard at stairwell at 34 inches or more y. Guard at deck,porches 36 inches or more �-�� � Handrail Termination at Newell Post or Wall w1,0 Interior/Exterior Railings 34 inches to 38 inches 4 Interior Handrails @ stairs 2 or more risers • Grade away from foundation 6 inches with 10 feet ® 6 inch clearance to sill plate FA A3A.� G-t�1j , c. Gas Valve shut-off exposed/regulator 18 inches above grade l F ii f %X. ) Interior privacy/trim/doors/main entrance 36 inches V Bathroom/Kitchen watertight ift Safety glazing/Win ow in stairwells safety glazing a -�— � 6,, A Interior Smoke De ctors: / t-r"` Every level: Eve ed mm. / % c . Outside every bedroom ea: ✓ / Inter Connected: Battery backup: ,/ / Carbon Monoxide Detector / Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ,/ 7 Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window j � � ` Plumbing fixtures VFoundation ins�.zlation � �`�� Floor truss,draft stopping finished basement 1,000 sq.ft. ‘ q Emergency egress below grade �t Gas Furnace shut-off within 30 feet or within line of site / Oil Furnace shut-off at entrance to furnace area �/ Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetroek Underside minimum%"Gypsum Basement stairs closed rise>4 inches l /, Garage Floor Pitched ,/ Garage fireproofing/3/4 hour fire door/ oor clo Duct work Sealed properly , --Sr- Gas Logs in Sealed or Glass Enclosure ��A�'� V�� -� e1_ Final Electrical - c Fib nry �j-Plot Plan As Built Se tic stem Sewer Dept.Inspection Sticker t.ot® Pvi9,._ vc czt Site Plan /Variance required _ `® �r� ��� S Flood Plain Certification,if required �� Okay to issue C/C or C/0 [Temporary/ ermanent LA��- C� L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc 06/28f2006 08:09 5186900782 THE BH GROUP PAGE 02/02 STEPHEN E. LAMB, P.E., L.S. ENGINEERING,SURVEYING,SITE PLANNING 22 PINE HILL SEND BALLSTON LAKE,NY 1201Q (518)877-533E (518)877.5464(Fax) June 23, 2006 BH Group 1716 Central Avenue Albany, New York 12205 Attn: Fred Haefeli Re: Lot 2 Kings Court Queensbury, NY pear Fred: On June 22, 2006 I reviewed the repair of the cracks in the rear foundation wail for Lot 2 Kings Court. The wall appears to have been repaired in accordance with the recommendations. Please contact me if I can be of further assistance. ( irb.°1 .°4672a T .d 'b6N75-L.air-BIS ana;S qwel esc so en A7 unr Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: "Zia am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: Off NAME: PERMIT#: LOCATION: L 7 ' % INSPECT ON: — 2-9 dco TYPE OF STRUCTURE: Comments Y I N N/A Footings r y /'' Piers l� �G- c"- Monolithic Slab �y PA ��"�`�`'� Reinforcement in Place / 4_- The contractor is responsible for I eir7 providing protection from freezing yv,{ for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing ^r Type of Dampproofing/'Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil +ol for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FURMS\Foundation Inspection Report.doc January 28,2003 --c5 bA y Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /f C "am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 04- NAME: 3 "f ( f`c un PERMIT#: 0S /3 LOCATION: OCAION: Le)/ 7 A/0 /e '. 1I INSPECT ON: C,1;�� TYPE OF STRUCTURE: j P Comments 6-s)0 ndolork, ePa Y N N/A Footings Al �q s� t 'c �Jr J"�i f r Piers Lk�"' 1� !r l rr S 1t kJ Monolithic Slab L '► cp4ck was grow- 0- Reinforcement in Place cm-4- rAv-e`4 eijd- The contractor is responsible for ' el- 1,4,. d-,-tc��1 providing protection from freezing 4 �"�`° for 48 hours following the placement of the concrete. Materials for this purpose on site. he A)oa� 4-1 4/ Foundation/Wallpour qz, r , . f y . Reinforcement in Place At* G, sd '`��"�` Footing Dowels or Keyway in place Of ka" d Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection.Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspect ion rest received: Queensbury Building&Code Enforcement Arrive: 7,✓, am/p C Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials: (/ NAME: igii i(e7,,ix PERMIT#: 0l� qt LOCATION: tor 2' ,/ p/ INSPECT ON: c/7-21/0 TYPE OF STRUCTURE: ll Comments Y N N/A Footings Piers Monolithic Slab 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 1; Foundation/Wallpour I/WO C Q.2ol��'�' � --- Reinforcement in Place /�/ tc— Footing Dowels or Keyway in place Foundation Dampproofmg ��e/4 4- ' '' �'/4 Foundation Waterproofing ,46- 4e7 /Pi) '�'4'4/ Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LABuilding&Codes Forms\Building&Codes\Inspection FormsFoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f "` Foundation Inspection Report Office No.(518)761-8256 Date Ins ctio equest received: Queensbury Building&Code Enforcement Arrive: Vam/pm� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's itials. �� NAME: q 6Rie, PERMIT#: ® / 3 LOCATION: Lor 2- _44;ge - 4,14-9` INSPECT ON: 0 TYPE OF STRUCTURE: Comments Y N N/A Footings D 4-(yyy���'+++�(` -e on/04 77O Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement f the concrete. Materials for this purpose on site. /� '/� � � Foundation/Wallpour V â/44L _ !�[ Reinforcement in Place W P 6r?-(.O6 �-�41 Footing Dowels or Keyway in place ���'��� Foundation Dampproofmg , "iPA 1' `"- Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM w Jun 01 06 11 : 14a Lamb Steve 518-877-6484 P. 3 L.� STEPHEN E. LAMB, P.E., L.S. ENGINEERING,SURVEYING,SITE PLANNING 22 PINE HILL BEND BALLSTON LAKE,NY 12019 (518)877-5336 (518)877-6484(Fax) RECEIVED' JUN 2 7 2006 BUILDINGLIuNSBuR AND call May 31, 2006 BH Group 1716 Central Avenue Albany, New York 12205 Attn: Fred Haefeli Re: Lot 2 Kings Court Queensbury, NY Dear Fred: I May 30, 2006 I reviewed the condition of the cracks in the rear foundation wall for Lot 2 Kings Court. The cracks appear to be the same as were noticed in the previous inspection. I recommend that the cracks be repaired by grinding a "V" groove on the inside of the wall and then applying a concrete epoxy to seal and bind the adjacent surfaces together. 4- Please contact me to schedule an inspection when acce. -vailable. OF MEW Very trul '.i. snw,,l,�o� Stephen '^:+ `yG Foundation Inspection Report Office No.(518)761-8256 Date I ct on quest received: Queensbury Building&Code Enforcement Arrive ) ,/ p i�e�� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: � '`—' NAME: 6/2-1' PERMIT#: 7// LOCATION: Z0 _ INSPECT ON: 0 j1lf ®(P TYPE OF STRUCTURE: Comments Y N N/A nM� F6/2- Footings h ,�V`" Piers ; c,cam �,d-'T o A) DOA C— Monolithic Slab OA) 1 LC Reinforcement in Place The contractor is responsible for providing protection from freezing 4i5O for 48 hours following the placement , of the concrete. Materials for this purpose on site. ;Foundation/Walipour Reinforcement in Place Footing Dowels or Keyway in place 60 WA[( '� APPROIA-1 Foundation Dampproofmg t,de_,,. -Pl ' - Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L•\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 06/14/2006 08:37 5186900782 THE BH GROUP PAGE 02/02 Jun 11 : 14a Lamb Steve 518-577-8484 p. 3 _ • STEPHEN E. LAMB, P.E., L.S. ENGINEERING,SURVEYING,SITE PLANNING 22 PINE HILL SEND BALLSTON LAKE,NY 12019 (Si Sy B77-336 (518)877-64134(Fax) • May 31, 2006 BH Group 1716 Central Avenue Albany, New York 12205 Attn: Fred Haefeli Re: Lot 2 Kings Court Queensbury, NY Dear Fred: I May 30, 2006 I reviewed the condition of the cracks in the rear foundation wall for Lot 2 Kings Court. The cracks appear to be the same as were noticed in the previous inspection. I recommend that the cracks be repaired by grinding a "V" groove on the inside of the wall and then applying a concrete epoxy to seal and bind the adjacent surfaces together. Please contact me to schedule an inspection when acce -vailable. or New Very trul f s . tpw 1o0 4 r' j f lOPP \V 6 ,444 a� Stephen1 ��_- '�•�I.-7`3.n -"6/29/2006 12:46 5186900782 THE SH GROUP PAGE 02/03 BOS Y Y E LL ENGINEERING ENGINEERS•SURVEYORS•PLANNERS•SCIENTISTS 799 Maeison Avenue-Albany,N,Y.12208•(518)436.6310•Fax(518)436-0859 A FACSIMILE (518) 745-4437 April 11,2006 Mr._ Charlie Dyer Tovn of Queensbury Building Department 742 Bay Road Queensbury,NY 12804 Re: Septic System Installation Lot 2 Noble Way Kings Court Subdivision TIO Queensbury,Warren County, NY Our File No.: A02-008-05 Dear Mr_Dyer: Based upon a visual inspection conducted by our office on April 7, 2006,we hereby attest to the fact that the septic system has been installed for Lot 2—Noble Way. The septic system appears to have been, installed in the relative location shown on the approved plans and appears to be installed in general conformance with the N.Y.S.D.O.H. approved plans (plans entitled `Kings Court Subdivision-Final Plans', dated: October 15, 2003, last revised: April 7, 2004, with a NYSDOH approval date of May 17,2004). • Should.you have any questions,or require additional information,please feel free to contact our office at(518)436-6310. Very truly yours, BOSWELL ENGINEERING adt d&thLI1L Robert W. Osterhoudt,P. E. • cc: Mr. Frank Barbera, MI Group Ms. Anita Gabalski,NYSDOH, 77 Mohican St., Glens Falls NY 12801 RWOIEJHIej h x;i2nna1A02.008 WEST MOUNT AMLETTLRSIUYRanalI2006LOT 2_NO2LL WAY.DaC Rough Plumbing / Ingulation Lspection ,Deport Office No. (518) 761-8256 Date inspectippreAuest received: Queensbury Building & Code Enforcement Arrive: am/filfrDepart: an /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ( NAME: \ PERMIT #: LOCATION: 1ot ,1-ta-k,r NDUe_(A.) 'SPECT ON: • 0 TYPE OF STRUCTURE: LI Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head ,SQS4 for 15 minutes61 sulati / Residential Check / Commercial Check A4i legio Proper Vent, Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape -6-1.e:6670P 0174,i,Z('/ iracl COMMENTS: WaK L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection eport Office No. (518) 761-8256 Date Inspection request received: /47a; (_ D-7 d-e-ti(-- Queensbury Building & Code Enforcement Arrive: am/pm Depart: .1) -(.2D am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: C},t, NAME: 1..7 o,419---6-utio_ / PERMIT #: CD5-97 3 LOCATION: -e INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head for 15 minutes // Insulation Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: \ L:37/5C- 11WC fCZ0-1VV- \tg-}Q-Nk L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 • - Rough Plumbing / Insulation Inspection Repor Office No. (518),761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p D art; _ am/p t 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 1 NAME: C 'icu P RMIT #: (/ /- LOCATION: L_A a ? , :a. 0 A I SPELT ON: TYPE OF STRUCTURE: N/A Y N PVC: R-1,R-2,R-3,R-4 Drain/Vents - .� / Cast Iron, Copper Drain/Vent/ Comm. Pl bing Vent/Vents in Place \ ough Plumbing/Nail Plates ,iii -1-% inch min.Drain Size /11 ing Machine Drain 2 inch min. d or Air Supply Test ain and Vents SI or 10 feet above highest 7 connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces .: Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoitdoc November 17,2003 _Framing /Firestopping Inspection Report e r Office No.(518) 761-8256 Date Ins ctto quest rece.ved: Queensbury Building&Code Enforcement Arrive: ,1 c m epa : am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials - \ NAME: 01 4D I PERMIT#: Oc 7 3 LOCATION: ,����, INSPECT ON: 2/, TYPE OF STRUCTURE: rn Y N' COMMENTS Attic Access 22"x 30"minimum V —■•ter Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. 11)4 A-662-5 Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls l 'oi tiv,&i 64,4z. t /' Metal Strapping for Notches Top Plate AcT\7 1 /2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire eparation 1, 2,3 hour •ire wal1 2, 3,4 hour Firestopping V ] U F I-- I� Penetration sealed (l l 16 inch insulation in cavity min. 'et:2 ).) d�c Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms AV c`� AS "-- 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 1 —1011W,14- Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and 1 specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# 05C-C71 (72 Schedule Inspection 2-4/66 Time am pm anytime Inspecto l'eC I Name_P 4 pt(3 Address 7 ,44 .fizs(( b6/411 . Rough In - Final I Appliance Mai-:.—i' 7bn c urer ivn/ --- 646 Si---- 111odel# eg.) /7 / Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wail Insulated Yes No N/A Comments _ . Floor Protection i Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration , V , Vent Clearances to Combustibles ' Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve _ 1 Combustion Air Hearth Extension(if any) . Mantel Height above f/p opening Witness Operation ... Tank Placement(if LP) White—Building Dept. —---- Yellow—Cashcater Pink—Fire Marshal Framing 1 Firestopping Inspection Report Office No. (518) 761-8256 Date I 5ction uest received: /ZI/t. Queensbury Building&Code Enforcement Arrive: . • am/p epa in/pm 742 Bay Road, Queensbury,NY 12804 Inspectors als• NAME: y✓ G 7/ U PERMIT#: 0 c / 7 LOCATION: (,o `7) • U, \e c'tAOc< INSPECT ON: INN TYPE OF STRUCTURE: / ry N 'N/A COMMENTS kaming - ' Attic Access 22"x 30"minimum fel) e67e 5'5 v � . Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour o • Fire wall 2, 3,4 hour -_Firestopping- 0014,,L_I°66-TC— ,t;/c7- e ,�c=S 1r Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade J u • Rough Plumbing / Insu.lation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: C--- NAME: (3 H aer PERMIT #: 695-7 //js LOCATION: '7 Aloyme= Gu4-5-1 ' INSPECT ON: ,L/2_ TYPE OF STRUCTURE: / Y N / N/A /Rough Plumbing / Nail Plates ----7---- ///e- 5 Ci-edci< , Plumbing Vent/ Vents in Place Ve-/07-7AZD 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test I - Din / Vent Air/ Head / / 44 T. 446---4 /1,e‘ 5 P.S.I. or 10 ft. above highest connection for 15 minutes /Pressure_Test / Water Supply Piping 1 Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace , Duct work sealed properly / No duct tape COMMENTS: • ! L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 F Septic Inspection Report _1z Office No. (518)761-8256 Date Insp ;�oequest received: Queensbury Building&Code Enforcement Arrive: 1 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's/Initial_s: ( l� NAME: 0 k. (Roop PERMIT NO.: 652" G/3 LOCATION: 1--42Yi Z- AJc )c.& - C U& INSPECT ON: : d RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption _ft. Separation of Pits ft.1 6.--:kt p oVA, td'� & Conforms as per Plot Plan Y_ Engineer Report and As-Built t Y N Location of System on Property: , ( ( ` /24/1 �C fi r Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Aproved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 APR-11-2006 TUE 02:08 PM Boswell Engineering FAX NO, P, 01 • BOSt ELL ENGINEERING ENGINEERS•SURVEYORS■PLANNERS•SCIENTISTS 1024. 799 Madison Avenue•Albany,N.Y 12208•(518)425-6310•Fax(518)435-0959 • VIA FACSIMILE 5->- -5 (518) 745-4437 RECENED April 11, 2006 APR i 1 OO6 TOIIVJ Mr. Charlie Dyer BUILDING P,+.o CODE Town of Queensbury Building Department 742 Bay Road Queensbury,NY 12804 Re: Septic System installation. Lot 2 Noble Way Kings Court Subdivision T/O Queensbury, Warren County,NY Our File No.: A02-008-05 Dear Mr. Dyer: Based upon a visual inspection conducted by our office on April 7, 2006, we hereby attest to the fact that the septic system has been installed for Lot 2 Noble Way. The septic system appears to have been installed in the relative location shown on the approved plans and appears to be installed in general conformance with the N.Y.S.D.O.H. approved plans (plans entitled. `Kings Court Subdivision-Final Plans', dated: October 15, 2003, last revised: April 7, 2004, with a NYSDOH approval date of May 17, 2004). Should you have any questions, or require additional information,please feel free to contact our office at (518)436-6310. Very truly yours, BOSWELL ENGINEERING Ada.afrAkelll Robert W. Osterhoudt, P. E- cc: Mr. Frank Barbera, BH Group Ms. Anita Gabalski,NYSDOH, 77 Mohican St., Glens Falls NY 12801 RWO/E.TH/ejh X:100MA02-008 WEST MOUNTNNa.F>•TF:RSiOYER o4I 12006 LOT ,NOBLE WAY.DOC Septic Inspection Report Office No.(518)761-8256 Date Inspection r-+uest ,e0110 G Queensbury Building&Code Enforcement Arrive: 2_:44v am/,• art: 2-.41 - •'>ajo 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: (72 11 6-rove PERMIT NO.: \ s / LOCATION: /v L Cl + PECT ON: RECHECK: J Comments and/or diagram Soil Type San,, . oam.L..Clay Type of Wafe „Municjp ld Well Water Waterline separation istance III 0 ft• Well separation distance ft• Other wells: fi• Absorption Field: Total length _ t ft• Length of each trench �" fi• Depth of trenches �-� ft. Size of Stone Seepage Pits: Number Size: x_ Stone Size: Piping Size Type Building to tank Oa Tank to Distribution Box 141. ?JC— Distribution Box to Field/Pit _ , Opening Sealed: Y/N/Partial End Cape Location/Separations Foundation to tank _ALL- ft. Foundation to absorption 75`i'ft• Separation of Pits ft., Co rms-a per 'lot Van- Y u 1" e ti Off.,. .- o i - ngineer Report an As-Built Y __._. N Za.‘-‘e* Location of System on Property: Front Rear Left Side Right Side Ivliddle Fr - MMiddle Rear System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 t/"( —3 Framing/Firestopping Inspection R-e"brt Office No. (518) 761-8256 Date Inspection re ues -eve-fed: /& ° /11° Queensbury Building&Code Enforcement Arrive:2= ` e rt 7 7. 2- a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: =1 81--(-6)--07-y--e, , PERMIT#: LOCATION: Jr ( 'l/Wig X., . G..i INSPECT ON: if/6I 0!P TYPE OF STRUCTURE / l Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water hield 24 inches from wall Ni Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade /-(0 Rough Plumbing 1 Insulation inspecti n Repo Office No. (518) 761-8256 Date Inspection re .u= t r-ceiv9 . Queensbury Building & Code Enforcement Arrive: if,, . �` part: 742 Bay Road, Queensbury, NY 12804 Inspector's ini > f NAME: G,ocRPERv iT #: 3 LOCATION: cu / INSPECT ON: ,P`/>6 TYPE OF STRUCTURE: Y N N/A ough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction f 4 Pressure Test J Drai / V nt Ai . ad .S.Ir 10 ft. above highest connection for 15 minutes 1/ Pressure Test ‘,,/ W er -pply Piping Ajr, 0 P.S.I f9r)15 minutes rnsu ation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 77:0 Framing/Firestopping Inspection Report b- �� Office No. (518)761-8256 Date Ins ecti e t e Queensbury Building&Code Enforcement Arrive ,a D-.art: .• o 742 Bay Road, Queensbury,NY 12804 Inspector rnii. / NAME: '/ )-1 6 c© PERMIT#: ;k5---A ` LOCATION: /'V Le Lt�A- INSPECT ON: /---zAte TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1,72 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above I below grade 5.0 sf grade Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:1 f ram/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:j� NAME: PERMIT#: O $1 1 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments N N/A Footings Piers Monolithic Slab Reinforcement in Place • The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. 9 ,S Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inche Bove footing 6 iYp ly for wet areas under slab B ill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LABuilding&Codes Forms1Buildin &Codes\Inspection FonnsWoundation Inspection Report.doc doc Last printed 12/20/2005 9:24:00 AM ,-i: ( Foundation Inspection Report / 2. ��.,, �Z ,- Office No. (518)761-8256 Date Inspection request received: / 3 Queensbury Building&Code Enforcement Arrive: am/pm Depa :/o am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 11A-ke 4• I3(+ 6e PERMIT#: 05`6) r3 LOChTION: ,1-,4- )- `7 te /` INSPECT ON: 6 6 TYPE OF STRUCTURE: t 545 Comments — Y N N/ A Footing \\Piers '\ C�,` ,`a 4 Monolithic Slab / 2--N , Reinforcement in Place �Z The contractor is responsible for providing protection from freezing :A � \4 ( .› .NC.) for 4' hours following the placement C�%c rr of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place _ Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backlit'Approval Plumbing Under Slab PVC/Cast/Copper Foundation.Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:ISueHemingway\Building,Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 1 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Q -Y CL) PERMIT#: Q S " 1 LOCATION: , a_ I mo '.M) F' LO. INSPECT ON: k -- Cm. TYPE OF STRUCTURE: _ Comments Y N /N/A otings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for thi purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ,06129/2006 12:46 5186900782 THE-BH GROUP PAGE 03/03 8 / 44 � ::';' )1° ..-- 1,‘E)C•'''3 „....--- , I � lob ‘6• / vi'• \ zs•N \ Lp1 i / / V \ vM R o ..-- \ 1. \ \ rep N / h vo-� \O 40 SERTFICATIONS. 1. CIHICAGD TITLE INSURANCE COMPANY 2, JDSEFPH J. MARCELLETTI,JR ,, "teg 3. SUZAN A. MARCELLET 4 WELLS FARSO SANK,N,A.,ITS SUCCESSORS AND/OR ASSIGNS Is' NOTES: ��JC`0 ♦f'4 I. SURVEY SHOWN WAS PREPARED FROM AN JUNE TOGS FIELD SURVEY, 4. ., 2. NO SEARCH OF pUBLIC RECORD WAS EASEMENTS OR RESYRCT1ONS THAT MAY DNOT HAVE E IN NOLEN CONTAINED CaECTION MTH `��f3��@� .� IN COMMITMENT FOR TILE INSURANCE (TITLE NO.NVR 081527 )IGSUED [� �O BY CH1cACO TITLE INSURANCE COMPANY ON APRIL 21,20011. IF .o 0° 3, SURVEY SHOWN IS SUBJECT TO ANY SUBSURFACE CONDITIONS THAT ,t�. •`�. ��V �• MAY EXIST,IF ANY. 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP 4. % BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209. SUBDPASION 2, OF THE NEW YORK STATE EDUCATION •• s LAW. .5' 'i 5, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH %,, '$,. +h :$ AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL AND COPIES.SIONAILIRE IN RED, SHALL BE CONSIDERED TO FOE TRUE AND VALID 0 ENLARGEMENT T PLAN: G. CERTIFICATIONS INDICATED OR IMPLIED HEREON SIDNIFY THAT SCALE! I'-. 20' THIS SURVEY was PREPARED IN ACCORDANCE WITH THE EXISTINC COOS OF PRACTICE FOR LAND SURVEYS ADOPTED Hy THE NEW YORK STATE Ass0G1A110N OF PROFESSIONAL,LAND SURVEYORS. SAID cERTIFICATONS SHALL RUN ONLY TO THE PERSON OR PERSONS FOR WHOM THIS SURVEY WAS PREPARED. AND ON HIS OR THEIR BEHALF TO THE TITLE COMPANY.GOVERNMENTAL.AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE MAP REFERENCE; LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE I, MAP ENTITLED ''KINGS COURT SU90oVISICN" TO ADDITIONAL,INSTITUTIONS OR SL,IOSEOUENT DWNE115, DATED OCTOBER 15, 2003 AND PREPARED BY DOSIN LL ENGINEERING AND FILED IN THE WARREN COUNTY CLERK'S OFFICE ON JUNE 30, 2004.. —•.— MAP OF SURVEY MICHAEL P. WHEELER L.S. LOT 2 NOBLE WA Y NEW YORK STATE L1C, N0, 49,7, �� y KINGS COURTr ocs5 DYVIS]ON TOWN uR • COUNTY OF WAR IIET! STATE,OF NEW YORK W2RVETEL BY_ CM2 CRECIiEO BY: ,I+ AIS PW D 20IM EOSWELL ENGINEERING DRAWN BY! vER ,,,_ JOB NO. DS nil enu9 .0TZfop 749 MADISON AVE., ALBANY. N.T. 12205 5TO-431-6310 SCALE 1" = 50' SHEET 1 OF 1 '0000�� 'oo, o p,0 / / -A PAN 5 1S 0001 * 'o�0)Y, kko o\ Lod 10,\ro \ o� vol Sm �o do v • k / • �O Q JSF, �g 9 : ¢ et firths lie diagram,. 14�G o 11� a fi Joc NQV MAP MA ENLARGEMENT PLAN: ENTITLED "KINGS COURT SUBDIVISION" �,,;� 1. N OF DATEDQ�� , " BOSWELLCTOBER ENG ENGINEERING O03 A D FILED ANDBEPARED Y THE WARREN COUNTY CLERK'S OFFICE ON JUNE 30, 2004. N OI PROPOSED PLOT PLAN N MICHAEL P. WHEELER, L.S. �l NEW YORK STATE LIC. NO. 49.717 LOT 2 NOBLE W A Y KINGS COURT SUBDIVISION TOWN OF QUEENSSURY m COUNTY OF WARREN STATE OF NEW YORK g BOS WELL ENGINEERING DR�WB BORM�M C BA02 Mw DWG O 8 0100 799 MADISON AVE., ALBANY, N.Y. 12208 518-436-6310 SCALE 1" = 50' SHEET 1 OF 1 5 N O O N SURV FINAL Ey ACO FM dF ~~ \ ]0~ ~~ ' ���^ ^~ n+ «^ Qp ^^ ^^ / .QsgnFIcAnuws: 1. CH|CAGO TITLE INSURANCE COMPANY o. JU8EPH J. wARCELLErO. JR J. 3UZAN A. WARCELUETI 4. WELLS FARCO 8ANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS NOTES: 1. SURVEY SHOWN WAS PREPARED FROM AN JuwE 2006 FIELD SURVEY, 2. NO SEARCH OF PUBLIC RECORD WAS MADE IN CONNECTION WITH EASEMENTS OR RESTRICTIONS THAT MAY NOT HAVE BEEN CONTAINED IN COww|nw[wT FOR TITLE |wSuRAwos (TITLE NO. wvn 061527 ) |ssuso BYCmCAGO TITLE INSURANCE COMPANY ON 4PR|L 21, 2005. LQ J. SURVEY SHOWN IS SUBJECT TO ANY suosuRFAoE CONDITIONS THAT MAY EXIST, IF ANY. � �^ 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP - BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209' SUBDIVISION 2, OF THE NEW v0Rx STATE EDUCATION LAW. 5 8NLYCOP|ESFRO� THE OR|Qw�L OF THIS SURVEY MARKED vwT* �� ~ . �6' AN 0R|0NAL0FTHE LAND SURVEYORS EwB8SSED SE��. �ND SIGNATURE IN RED. SHALL BE CONSIDERED TO BE TRUE AND VALID ENLARGEMENT PLAN: C0P|E�� ^-..^-' `.`^^"-.,."_.. . 6. CERTIFICATIONS INDICATED OR IMPLIED HEREON SIGNIFY THAT SCALE: 1^= 20' THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW v0nx STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUM ONLY TO THE PERSON OR PERSONS FOR wm0m THIS SURVEY WAS PREPAnED, AND ON HIS OR THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED MERE0w, AND To THE ASSIGNEES OF THE MAP REFERENCE: LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 1. MAP ENTITLED "KINGS COURT SUBD|NS|ON" TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. DATED 0CTOBER 15, 2003 AND PREPARED BY BOSWELL ENGINEERING AND FILED IN THE WARREN COUNTY CLERK'S OFFICE ON JUNE JO. 2004. MAP OF SURVEY MICHAEL P. WHEI 4NEW YORK STATE LIC. NO. LOT �� NOBLE [- WAY ~.' ' L-\�� | �� |`� \^�[� L-[- VV�� l KINGS COURT SUBDIVISION ' TOWN OF 0uEENSBUnY ! COUNTY OF WARREN STATE OF NEW YORw ^ - ounvcYEo er. _GIRM _ | nmccxso a� MPW____ | oAna Jmwc u� 0000 �������&7��T � �7��T�� I wl mm�ww e� wcn | JOB wo. Aou-nm« | uwu No. �»»-mm-�n�'� 799 MAD|SON AVE.. ALBANY, N.� ���~ 5l8-436-8310 SCALE 1 " = 50` SHEET 1 OF 1