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2002-199 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761.8256 kit RTIFICATE _CIFCCIJI'AN%riY Pet'Number: �P2:002099 ::Date Issued:=� Wednesday,June 22,2005 is to certify that work requested tube:done as shown by Permit Number P20020199 has,been completed: ': ... �. r Tax Map Number„ 523400-252-000-0001-086-000-0000 Location: 396 LOCKHART MT.RD, THOMAS&LISA DEN00YER Applicant: THOMAS&LISA DENOOYER :.._ This structure may be occupied as a: Fireplace By Order of Town Board Garage 3 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling ff Issuance of this Certificate..of Occupancy DOES NOT relieve the property.owner of the responsibility for compliance with Site Plan, . Variance,-or-other issues and conditions as-a result of-approvals�by.the, Direeror o£Building&code Enforcement Planning Board or Zoning Board of Appeals, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518)761-8256 { BUILDING PERMIT j Permit Nuinberi P20020199 Application Number: A20020199 Tax Map No: 523400-252-000-0001-086=000-0000 Permission is.hereby granted to: THOMAS &LISA DENOOYER For property located at: LOCK-HART MT. RD. in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: THOMAS &LISA DENOOYER Fireplace 25 TORREY PINES Dr Garage-3 Cars Attached CLIFTON PARK,NY 12005-0000 Single Family Dwelling 250,000.00 Total Value 250,000.00 Contractor or Builder's Name j Address Electrical Inspection Agency FLYNN, GERALD R. 1044 PEACEABLE STREET BALLSTON SPA;NY Plans &Specifications 2002-199 THOMAS &LISA DENOOYER 4555 SQ FT SINGLE FAMILY DWELLING WITH 3-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS Helen Mitchell Subdivision,Lot 6 Lockhart Road 911 Address: not assigned $570.62 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,May 03,2003 (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.) Dated at te To eofeerbu rosy,May 03,2002 SIGNED BY far the Town of Queensbury. Director of Building&-Code Enforcement it Application ]Building Perin Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No No inspection will be made until applicant has received a Fee Paid valid building permit. All applicants' spaces on this Rec.Fee Paid application must be completed and must appear on the Reviewed By: application form. (de,-5 -/Z5/14 -F- Applicapt: I-/- Owner:- -1-1s:44-LIb Address: Address: 464-fir Phone# 3" -2-,064" Phone#(5- Property Location: Lot Number: House Nurnber__ Subdivision Name: Tax Map Number: New Building< r:e:s:id /commercial Estimated Market Value of Construction: $ C3 Addition: residence/ commercial If an Addition,what will use of new addition be? L3 'Alteration: residence/ commercial E3 No change to exterior size: residence com'l E3 Other work(describe Check OccupancyInformation V Floor 2" d Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling 0 Two family dwelling 0 Townhouse 0 Multifamily dwelling #of units L3 Office U Mercantile 0 Manufacturing f U I car detached garage 0 2 car detached garage At I r* Ea 3 car detached garage U 1 car attached garage 0 2 car attached garage 3 car attached garage C3 Storage building- 7 ' - 0commercial 13 Storage building- residential U Other What is the proposed height of the structure j feet inches Will any second-hand or ungraded lumber be used? If so,for what? A66 Type of Heating System: electric oil gas/wood /(or--d=h-t air baseboard other: Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder 4.01 Plumber Mason _ TV 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 Uwe shall submit,prior to a 'I c-i:f e of Occupancy or Certificate of Compliance being issued,as requested by the Zoning at Administrator or rector of Building and C des,an As Built Survev by a licensed surveyor;drawn to scale,showing actual location of all new1construction. 7 owner,o.�r'�. .nt Signature: 114;7 agent contractor :j ---Application for Permit--Septic Disposal System = 7&l ' Town.of Queensbury 742 Bqv Road Queensbury,NY 12804. (518) 761-8256 1. OWNER INFORMATION: --- - Office Use Location of installation: 6 7' �v �✓d/ '��l � o 1 File Permit No.� �. 1 Tax Map No. Fee Paid f Owner's Name: T{� .4�5 -.�/,Ss¢ .blvo�s�i 11- i................................_................._ -' Address: li 5V I-TACa,1+0 /2 c� G'�r��+� e'� •ti�/'r 7- 2. INSTALLEW S NAME ki�' 1� L 5�'� PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s)and multiply# of bedrooms with applicable gallons per bedroom to equal total daily. low) Year of House No of Bedrooms x Computation- = Total Daily Flow 1980 or,older x 150 gaUbdrm = 1980-1991 x 130 gal/bdrm = 1991-present x 110 gallbdrm = 44-D i Garbage Grinder Installed yes_ / no Spa or Whirlpool Installed yes— / no I 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) TopoQr phv Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Suunly Flat sand at what depth at what depth municipal Rolling feet feet well pep slon� clay ifwell;water supply to%slope other from any septic-system depth: absorption is/O© other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: Far.New Construction: All individual sewage disposal systems must be designed by a licensed professional eng nicer 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: /Z-5Z> gallon(min. size 1,000 gal.) Tile Field: each trench 11 Total System Length: Seepage Pit(s): number of size ofeach: fr by_fi j 4114e,,ft Size"of Stone to be used:- # / depth or thickness feet Bed System Size: x" Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number oftanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System:and associated electrical work must be inspected by a Town approved electrical inspection agency. j _ 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 13629 ofthe Code ofthe 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 with respect to this.application and agree to abide by these and all requirements of the Town of Queensbury-SA-ditary Sewage Disposal Ordinance. ` Wgnature of responsibl�pers�on Oa ENERGY CODE 'COMPLIANCE ApP C TOWN OF QUEENSBLTRY, W-kRREN COUNTY 9000 HEATING DEGREE DAYS-, Comoli a-..:,-ce Methods: RALRT 5 - Acceptable Practice Method 1&2 Family Dwellings '(only) PART 6* - Thermal Rating - Component Trade offs 1&2 Fdrn-ily Dwellings; Multi-Family Dwellings (3 stories or less) PART 4* -* Design by Component Performance • Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLTC.3kN.-T S NAMME: PROPERTY LOCATION: 7X` 4. 7T,0,06�el PART 5 1[ETHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . G_­oss Floor A,!,--e= scnae-M-e feet � 2 . T—,,r-o 6 of. Heat - Electric oil Gas Other 3 . Is building mec'-nal-11-- dally cooled? Yes No 4 . Pe=-cent­age of a=ea of w-;._ndo,.qs and doors Over 17% Under 17% 5 . R-V.;;.LUES FZOR 1_N.'SU:-_kTTO\,' C-TVEN BE7.OW 1xr-TUST CORRESPOND TO 'R-Trr_7-U-mS AS S-x O-y 4-'- ON,- PLaNS SU-My. TTT:ED: a . -_-Z o 0 f R 36 b . -Ex-t e-r.-L o r walls R 'Zo C . Glazed areas R d . ' .'Ex-te=*_J'. or dcars RE e . -71oors over unheated sioaces R Zo Edge of slab on grade (hea-e-4 bu, i I d; ncr) R walls (above grrace) R h . Basement/cellar wall-a (below grade) R --7=;=- i -ia/coolinc-duce=-p; oir.ig in un-heated space R 6 . S e r vice (d o m e s C) hot wa_er h e a t.i-n(z device ----- -- C0_a. forms_ to e_-F_. _-ciency pe= c.oc:e- Yes No T f.P,-EIR A T UR. E CO''ZROL M.-U-11MUM SETTING 1400 WILL NOT BE ExCE-E-DED Ao=lLC D p"o 7 I�i S S R BLDG. PERMIT NO,,- APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY, A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property` located at 06 far the following uses: / 2411. ' ,+ s-,i 41, 41.1 G►I r. .�. a. DATE SIGNATLTE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby -,\o APPROVED ( )DISAPPROVED with the fallowing conditions: OSSLs 1,,:-V—/z-7- 4o � c7� r5. TEMPORARY CERTIFI .-ATE OF OCCUPANC' .SEE: 10,0 - DEPOSIT: C 1 00 received on - Date Is s epee If irector f Bldg &Code Enfo errtent THIS TEMPORARY CERTIFICATE OF OCCUPANCY'EXPIRES DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. ' Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application far .Fuel Burning Appliances & Chimneys applicable to solid fuel &vented gas 66 appliances Date 20, Permit Application is hereby inade to the Buildin9& Codav' Of'ficefor the issuance of 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.,requireinents and also will allow all inspectors to enter prendses to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance information (circle appropriate' words) stove: coal pellet gas Name: Fireplace insert Address: Fireplace, factory-built: wood gas Fireplace, masonry: wood gas Furnace: wood gas oil Phone: If non-masonary applicance, please provide Owner: Manufacturer Name: Model Number: Address: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue the steel size: inches Exact Address: dc nr_ kho V actory-13�11'f-) of construction or installation ­--Nfa'nufacturer name: Model Number: Note: Listed By: Number: Construction lInstallation must eon f orin to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbui), Handouts regarding required inspections. Double wall / Triple wall / insulated / Direct venting Chimney Liner Fire Marshal Code# $Collected $Re unded Receivedfi-onz (refunded to),nrrmaL addreys: A 173 3389 (190) Public SajLty A 233 2655 (230)Minor Sales DATE: White(Applicant) Green(Fire Marshal) Yellow(Bldg.Dept.) Pink&Goldenrod(Cashier's Dept.) Residential Final Inspection Office No. (518)761-8256 Date Inspection request recei cp ?v Queensbury Building&Code Enforcement Arrive: m/ in epart: a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi lsf' / NAME: v0 �� ERRMIT#: V LOCATION: DATE: Aj TYPE OF STRUCTURE: 1 /� Comment / Y 1oT N/A C�[j Chimney Ht./"B"Vent/Direct Vent Location � Fresh Air Intake G.000 CV� CA� 3 inch Plumb Vent through roof Roof 3 let Guard 30 in.or more @stairs,decks,patios UL-� Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. 1 Platform at all exterior doors � �'� � � Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade c)C > ��V-�— Gas Furnace shut-off within 30.ft. or within line of site Oil Furnace shut-off at entrance to furnace area i l Furnace/Hot Water Heater operating 1 Low water shut-off boiler Relief Valves installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safetyglaz!!ig. Interior Smoke Dete tors: Every level:, / Every Boom: Outside every bedroo ea: Inter Connected: � / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft sl2aing finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Gara e fireproofing Duct work Sealed propLrly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft.vents \t�7 Building No./Address visible from road Final Electrical . J Site Plan /Variance required Final Survey Plot Plan Q�As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Oka to issue C/C(Cert.Of Compliance) Oka to issue Temporary CIO(Cert. Of Occii anc Oka to issue Permanent C/O(Cert. Of Occu anc L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited 3anuaiy 28,2003 A I %1 Mahone P.O.SQX 767 GLENS FALLS.NEW VOAK 12801 Notify-Plus Inc. 51017g3-7780 VAX-51W793.OG92 March 11, 2003 Mr. R Mrs.Thomas Denooyer 396 Lockhart Mountan Road Lake George, NY 12845 Dear Mr. & Mrs. Denooyer: This letter will confirm the completion of the fire and security alarm system at your above address. At the time of completion the system was found to be 100% operational. Should you have any question, please do not hesitate to contact our office. Sincerely, Benjamin R. Chapman Operations Manager j T rara._ �aC!'f!']1 ClA JTT JG`GS 701Q�IF.'L`.1fiTS it fiJ!JoN Rauo4ew Residential Final Inspection 1 Office No. (518)761-8256 Date Inspection request recei-werp. t Queensbury Building&Code Enforcement Arrive: m/ m epart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init' ls• NAME: T M LOCATION: �/'"DATE: TYPE OF STRUCTURE: Comments Y N N/A C 0 Chimney Ht./"B"Vent/Direct Vent Location Fresh Air intake 3 inch Plumb Vent through roof - ---—. -Roof Co Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in.or more .Guard at deck,porches 36.in,or moteE ~����- Exterior Finish-Co lete - Interiar/Exterior Railin s.34 in.to 38 in. Platform at all exterior doors lwv0�P- "A f4:5 Interior Handrails.stairs:2 or more risers Grade away °from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall. . - 8 inch clearance to<sill: .late Gas Valve'shut off e'.osed/re ator 18"above' ade C7C7. Gas Furnace shut-off within 30-ft..or within-line of'site Oil Furnace shut off at entrance to furnace area Furnace/Hot Watei1leater operating -Low water shut=aff boiler Relief Valves installed Interior privacy/trim/doors/main entrance.36.in. Bathroom/Kitchen watertight Safety glazing - Window in stairwells-safe --- Interior Smoke bete tors: Every level: / Every B rootn: Outside every bedroo ea: Inter Connected: / Batte backu : ---Bathroom Fans,if no-window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches - %hour fire door/door closer Garage fireproofing. Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(hQ In accessible area Crawl Spaces 18"x,24"access, 1 s .ft;150 s .ft.vents g1� Buildin No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan 7 As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required f Okay to issue C/C(Cert.Of Co liance Okay-to issue-Tem,or C 10(Cert.Of Occii Oka to issue Permanent C/O Cert.Of Occu anc -__`_ LASueHenvngwayauilding.Codes.Iaspection.FORMS1Res.Final Insp.form 2.doc edited 3anuary 28,.2043 TOWN OF QUEENSBUEtY BUILD=NG 6. CODE ENFORCEMENT= 742 BAY ROAD Q U E E N S S U R Y N Y 1 2 8 0 4 <SI$} 7b1-8256 BIRRZVE s ] EPAFtT ZNSP x (hcrt I. rriot<--1, apt_ ccar iplc:x) DATE ZNSPEC'z"IC71�T ''�1�R�E''�QUES`T�,, RECESTw7ED LOCAZ'Z Oi I PERM i T TYPE OF S3'FLUC'i Usti; FOOTINGS BACKFILL FFtI1MZNG PLUMBING I N S UL2'\T S QN AT jA YES �+IO CH IMNE Y/ "' B " VENT 'iiE I GHT ROC7iw`Z NG EX lip mRZOR FIN`SSH HEAT'ZNG fiOT WATER RELSEF' VALVES FLOORS F O U N SCAT I ON I N S U LAT Z ON SNTERIOR S'I'AZitS/RATLSNGS S TOC K ROO M E.N CLO S U n E FIRE/REMISE WALLS P E N E T RAT S ON F Z RE DAMPERS GEZLZNG FZi2E STt3PE'"ZNG F=RE DOORS jC'LOS�fZS EXIT" DG7C]Et HARDWARE EXIT S`I'I32FtS-,/ IZA=L,S PLATFORM E LE VATO R HAN D Z CA PPE D ACC E S S HANDICAPPED SA TH S HA ND Z CAP P E D PARK Z N G F I NAIL. E L E C TR Z CA L S S TE PLAN/VAR=A N C E FZE O _ F Z NA L SURVEY P LOT P LAN Z F RE L/v OK TO ISSUE C/O C?R G/C 4 ' ► `jo r ' Residential Final Inspection Office No. (518)761-8256 Date Inspection ereque, ecei O 0 Queensbury Building&c Code Enforcement Arrive: rt: � = mJpm 742 Bay Rd., Queensbury,NY 12 04 Inspector's InitiK� NAME: U LOCATION: yya )—gr� ��� 16 TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location "'' �� };� Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors:Every level: / Every Bedroom: Of Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches '/a hour fire door/door closer Garage fire roofm Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I s .ft.-150 s . ft.vents - Building No./Address visible from road Final Electrical 14, Site Plan [Variance required ' \ � � ► ~ Final Survey Plot Plan 01 As Built Se tic System/Sewer Dept.Inspection Sticker ' �''c��� Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/O(Cert. Of Occupancy) Okay to issue Permanent C/O(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 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: D )Q 7? Permit# c2k DZL!2-q INSPECTION ON. tZ�l Name: 0-3 ('Aii PM )4YTIME� Location: APPROVE6-- N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIREDSIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGHIN FINAL FIREPLACE MASONRY ROUGHIN OK THI T 0 F NOT OK FINAL FIREPLACE FACTORY BUILT ROUGHIN INSP FINAL ! 7 COMDEWCHIRJUNWORD/1-ETTERS2001 EMARSHALINSF ZT11n29001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY affe-ce Use QET*s-TFR-AT--, IT-4SPEC'JUIOT-4 RIEPQR-rr Inspector: Y�qww of Queensbu.-y Ready at time: -De,pt- o Development Meet: f Community Request received: .Huilclin,g &,- Coat-- -EnIbreenzent At tirne: 742 -Bay Re;,czc1 Queensbwy, IVY 12804 Inspector: -ad F y at Meet F-A ot (5-18,) 761-8256 -Inspectors Tnitia. INSPECT OW (date): 40 TYPE OF STRUCTURE: R-ECEIIECK - W/-A, YES NO COM1\4F-1,4-rS Footings/-Piers q� Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 6 T\ L It - of the concrete_ Materialsfor this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/130arripproofing_ Dackfill,A.pproval trc> -Z > Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plurnbing 00, Beating Rough-In` Insulation - —- I -1A NF— Foundation Walls Interior I[;-'- --,X" Foundation Walls Exte P- V loo 14 0 W Eal Ps P-- Ceiling P-- %4 13uct work or piping in unheated spaces roper ent, ,Attic 'Vent VA V-11,A Jack StudsMeaders Bracing/Bridging Joist Hangers Jack Posts/Main]Beam .Air Infiltration Barrier Fir Separation 1 2 3 hour — Fir ire Wall 2, 3, 4 hour_ I-ASuctlemingway\Building.Codes.Inspection.FOaMS\CMNERAT-INSPECTION R-EPOP-T.doo 4-) 4J4-) 0 0 � aN 4J ma0, ro A W W z c% tx z 4-) 0wu Wng W N i in 4 0 > 0 � 0 ro WZ Q IN 44 W V 1 V) a �c c �I u W i H �» � 0 � {r tU 0 U ''" � � Z U) 0 � � W 34 ro 4J � �— C 0 X a 0. 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S.� � Q} I ro Q1 r k(DEH U U lL 0 N 1• 1 t 0. r ONN "j II -0 ro0C C � 0roa +' qJ0 ., . 4J V �` ' p i 4- m O � H 0 N0 +jvW N0. 0) fuC f-"r V) (AC C �� C00 � 0 4< U) N 0X a 0 0wS. � V W fA W �„� C a 4- r 0 0 Vo � r• � CC �MC a�0' 1 00 , � CM RS t{i �ar, 0Z '� � � 0 P 0 Z' . r .0 0�' U 4J W W W 0 0)� 0)L (V 0.a4 4J C� C tt r w > � u +� N N4-aV) r- aNWNOL -0C0OU :3 �{.y (o 0 ( 0 Q) M 0 0.r.,W'r- P H CLO 0 0 0 0 U L {r o z -j D � ��#� .�C� vac� u� c� 0. �h © Q �Jeyl�c� t��►*.�ty � G� N +�A ' �n • 9T0!iC rlLt: 0 ul 1070.53' ti 1 O tRs S84'3247'E „z.o S83`10'00'E N LOT- s 3�° - 10.s3 icre c♦v tN 3Tp C TtL tTP5837 00'E 1549.40',r\4 ( ' THC //! td r F+6 scree �' � C 10.7 IGO N S83'45'3i'E w 1643.67 i " �s , _ 7751 33 _ 4W� 2� ,J l 455.87 _ -- d \ L o S08'Q6'24'W `v \ 2- \ 4.5.23' l25.�30' LOT 8 LOT 7 w 01 acres ''' 5.34 acres �$ _ a,10�n z �D x ��t.V 1 \ U9 f 12 \ LOTs r' # , l5.05 aer ins 5 t L4 t� L3 L2 ! L1 C� �_- f�~.'_ 612.42 ' i N82'59'35'W r ,g p °l LANDS N/F OF �. PMDIER �G � �/ USER CF : i r -3`�0`0/'I36 t7URES PAGE ANO EXA-4iNE0 0 BAR 2 .7 2�J02 VIA RRN COUiTY,li.Y. - (� C,ARYL M. CLA:;",CLERK TOWN OF QUEEN'SSURY 01 DEC 2-0 AN 9= 07 BUILDING AND CODE Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbzcry Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPART 1(,2 )am/pm Notes: (518) 761-8256 Inspector's Initials, NAME: PERMIT# LOCATION: INSPECT ON(date): / ) /.S O 2-, 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/Walipour 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- Walls R- Ceiling R- Duct work or piping in unheated spaces R- oper Ven�Attic Vent o. ��(( �-- Framing U 7 �n4 2 �� /7"1� ��uke, Jack Studs/Headers 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 L:1SueHemingway\Building.Codes.Inspection.FORMSIGENERAL INSPECTION REPORT.doc ]: /li/02 FRI 08:23 FU 5188851041 SARATOGA LUMBER TFUDERS 444 Contractor Sales lcw L_�WL_ ► -00 r11 1-r, r,QZZ 1 r4::3 L N U 114 L z_h,I NCi !37 c 9E;08 TO 5L-SAR(;TQCiA l.MBR P. 0 r/02 z 1 AIPP '300300. 9 10000 4 T0209fl280 DENOOYER M9680 R26-REV SL 13-1Q-14 H- C SL 4-01-14 HO la OR _ _ - Ir STD 6+-07-Og 1ZI jby'X/a n 44 S. 4r +Ile 5-06-12 5--5-aa 7-OR-08 .3-o7-G¢ -7-oA of) . �NT/1+vvuS by FfbR-r rREFER TO YOS T(J2U7Q2S0 MARK RM FOR LUMBER AND PLATES NOT SHOWid_ i REPAIR PROBLEM. , t. CUT nI1T 9'h"i?-&0.gECMQN OF BOnOM CHORD WERE SHOWN.- REPAIR SOLUTION: A. ' REPAIR 1S SASE0 ON INFORMATION RECEr.VFD FROM TRUSS FAOKICATORt : B: TRUSS MUST VEIN ORICiUNAL UNDEnECTED PosMaTN PRIOR TO CARRYING OUT R&PAM SPECS. FROVIDE Tr-.MFOk tiRY SUPPORT TO TRUSS. C. AFPT_Y ALL NAIL;SO A q TO Avom DAMAGING OF LUM$ER AN EN D LOOSING OF ELATES AT)QTKT$. I}, ;[T$$A CARBIDE TIP 81 A73E tit TO CUT Y()KTTQ OF TRUSS SHOWN DASHED. REMAININC.PLATES I-tUr+T ,9F INTACT AND_FULLY ENMEDDED AFTER CUrI7Iti`C., IT�1$�`E4I.I-2zd$Q#2 NiENiSfiR(++)USING%:"CDX 17�-TF uoR OR B57mRGRAD£PLYWOOD GUSSF,T-:� APPLTF.D TO EAPH PACE OF TRUSS USING$d COMMON NAAT[S SPACED?;"DIN CE)MR.STAGGERFX- MO TOP CHORD.BOTTOM CHORD,AND W895, ' ROTES: - NOTE NEwcor m ious SUPPORT. NUTB N5W BEARING Laa.TION(+). (-).PROVIDE ADEQUATF CUPPORT AT END OF BOTTOM CHORD(AY OTHMS)., TRUSS SITS OF A 3-PLY MICRO-LAM 13EM(DES1G I)BY OTIi M). OF riFy,� r l R � SSIO�¢ OCT 1 0 ZD02 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 11012 Received. Permit# ,� -" 1� INSPECTION ON:Man 1 Name „( )C 11 afJtiG' ._.._ �..__AM PM ANYTIME Location: C-0(I APPROVED N rA YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING L gt _ �� _ L.I c) ST y el 1� FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHESSTORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING ,�v '�^,t v � 'Ab_►,lc ,n UNITS �� fiI CLEARANCE TO ELECTRICAL S i Oct REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEYS MASONRY ROUGH IN FINAL •-' jc.�r'�T7 J��,�CAS -�i�`��i.t<w.ti b CHIMNEY FACTORY BUILT ROUGH IN i K- FINAL WOOD STOVE ROUGH IN - ,� `, -4,n;n. l -(avn_ "� ► ^ FINAL ` 1 i �� i L G�f C ��. 1 ADO ret u e>, VENTED GAS / APPLIANCE ROUGH IN �� FINAL - --. FIREPLACE " MASONRY ROUGHIN /• - •�OIC THIS [SATE K•F NET OK FINAL FIREPLACE ` V !n FACTORY BUILT ROUGH IN INSPECTED BY FINAL COMDEVICHRISJMIORDlLETTERS20D 11FIREMARS HALINSPECTIONRE PORT11022001 WHITE-BUILDING DEPARTMENT COPY _ �^ELLOW-OCCUPANT COPY Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development equest received: 7 U Meet: Building& Code Enforcement At time: 742 Bay Road NA Queensbury, AT 12804 ARRIVE\T-lX?a p A ri am�q Notes: (518) 761-8256 Inspector's Initials NAME. D eX6 a t-` PERMIT# LOCATION: La c k—k4gt,4—j LqAt fj INSPECT ON(date): t/6 /A TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for 5 providing protection from freezing Pk for 48 hours following the placement -7�1 of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place—'Foundation/Dainpproofmg 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 ire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemiiigway\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-#7/'--2, 6 Meet: Building& Code Enforcement At time: 742 Bay Road Notes: Queensbury, NY 12804 ARRIVE a 7ErP (518) 761-8256 Inspector's 11niti NAME: 0,r�0?,,rTr,4 1-7 A7'� PERMIT# LOCATION: ov INSPECT ON(date): 2, TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour 'arm TC> CS N Reinforcement in ace The contractor is espo le for providing protectio rn freezing for 48 hours follow' the placement of the concrete. Materials for this p ose site Foundation/Wallp ur Reinforcement in lace Foundation/Dam proofing �:L__ 1-7 Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place { Plumbing 6> Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- k�\ vr Duct work or piping in q7LC>EV— unheated spaces R- Proper Vent,Attic Vent t )(Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier I DY- Fire Separation 1,2,3,hour .t�,FV34g CV1k\—\Z341? \/enetration Sealed Fire Wall 2,3,4 hour F irestopping— 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: d Meet: Building& Code Enforcement At time: 742 Bay Road Notes: Queensbury, AT 12804 ARRIVE am (518) 761-8256 Inspector's Initi NAME: oc> PERMIT# LOCATION: INSPECT ON(date): KA, 4�1 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 Backfill Approval Plumbing Under Slab -w� Plumbing Vent/Vents in Place LIgh Plumbing-- W sting 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/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.FORNIS\GENERAL INSPECTION REPORT.doc S Tr"1�0 S4 t Apr' n.1. }po 3 Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbuiy Ready at time- ,]e Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road /,0- 0 —el-A Notes-6,, 5-M Aw ARRIVE rZ - Queensbury, NY 12804 am/pm: DEPART a pm (518) 761-8256 Inspector's Initials NAME: be— Noe ve--A, PERMIT# C206a — /-T1? LOCATION: tochxaA,f A/a INSPECT ON(date): 619-Y V00AI %,,eS TYPE OF STRUCTURE: RECHECK N/A COMMENTS *100-IM-n9sa 01N—si-- 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 �kfi11tt -d�r,�i-einMampproofing__ L4 � al Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing­­ n R h u'l F,su: W 11 undain s Interior Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing_ Jack Studs/Headers Bracing/Bridgmig Joist Hangers Jack Posts/Main Bearn Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping__ L:\SueHemingway\Btiilding.Codes.Inspection.FOPJvIS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: PA Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPARTLJ�aml Notes: pm (518) 761-8256 Inspector's Initials NAME: /Un K119. PERMIT 4 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 the concrete- t,erials for this purpose on site FoundationfWallpour Reinforcement in Place Foundation/Dampproofing PL-Pr A) 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 Scaled Fire Wall 2,3,4 hour Firestoppin L.�SueHemingway\Building.Codes.hispection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Ready at time: oMp Town of Queensb'uty Dept. of Community Development Request received. Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804• ARRIVE am/pm. DEPART6 >,5am/pm Notes: (518) 761-8256 ' .Inspector's Initials'i NAME: PERMIT# C)nZ ~ I C� l LOCATION: C�( � 1 �� INSPECT ON(date): �3 �QZ TYPE OF STRUCTURE: c 7 RECHECK N/Ai iN F . COMMENTS `KFootings/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/W allpour _ Reinforcement in Place Foundation/Dampproohng 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/Man Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingwayV3uilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doe ECOVED 09 MA.R 2 3 2005 / JAMES DEN60YER (� LOT 3 10.33 ACRES S+ �, cr •ocr+m f CLEARED AREA LOT 3 11.002 SO. FT. 0.2* ACRESvmw woom 7Z r CLEARED AREA LOT 4 �1 31J77 sq. Ft 0.71 ACRES woo= 11�� LANDS N/F THOMAS OENOOYER . LOT 4 } �r 10.76 ACRES �'� TOTAL CLEARED AREA f 59.483 $0. FT. y \� i �."��►? 1.36 ACRES . ^• } \ 4• Gw 1 i 1JC1/�I� •�, ,` JY r, :Is N/F �s� •�� �� !1 \ 111�111111 �l1�1 1c- DEN00YER ljI11 �T 6 1 S SWRY ACRESW40" nk" OF NEW CLEARING r CLEARED AREA LOT 6 17.224 $Q. FT. n.40 ACRES TO 39Vd 39000 a3AOON3Q GOSE6988TS tbt7:ZT 8HQ?/EZ/Ee- DR/WAa SWALE CH urtILL WC Or SLOPED STIES 15' MAX. 2' NW. fLL MATCTCAL SHALL BE Or SAME M74CADLITY AS EXISTING LRIOCRLT111G 50L. A15SORSTIOM TRENCH C5a 5TANDARD A8500M N TR 1`00 G' MIN. C TO Otm SEED GROWN AND SLOPES l 0 -to -to 24' MN. TO HKd4 GROUNDWATER ROCK OR 1VM1AOUb 60L REMOVE LEAVE , ROOTSPLANTS AND oRGuic DtnNas. rLow SUtfACE rloolt TO SPREADING ML MATCTOAL. USE WHERE SEPARATION BETWEEN EXISTNG GROUND AND SEASONAL HIGH CROUlDWATOL BEDROCK OR "*MV10US SOL 15 LE55 THAN 4' 8UT GREATER THAN 2% PERCOLATION ION RATE or MU40 50L MUST 8E rAb= THAN GO MINUTES. 5HALLOW AB50RPTION TRENCH 5Y5TEM KOT TO SCALE -arc - SLOPE .. O rl = MATERIAL ......................... II- 916 "" SLOPE LEG'-1./33x PER rt. L ETD Of ALL DISTItMffOR PIPES MUST BE PLUX.GED UW66 ►1TERCOHIMMTED. 2. ALL LATERALS TO Be Of eOL" LENGTH. 5TANDARD A55ORPTION TRENCH PROFILE NOT TO 5CALE G' MK 2'-0" 4'- 0. 2'-0" 15% MA)wm GRO5S SLOPE ON $LOPED 5mcs O oPLL TO ALLwOW beTTaile O EAM LKrmeATED BULGING PAPER. r rLL OR GCOTEXTLE. 4' MFORATT'_D 2' HK t LATERAL u 6'-0. KWIU 1 SEASONAL HIGH cjtwmA= ELEVATION 5TANDARD AB50RPTION TRENCH SECTION NOT TO SGAIE } 39 0 GARAGE SEPTIC TANK AT LEAST 50' FROM WELL AND 10' FROM HOUSE TIGHT JOINT 4* PIPE ON SLOPE OF 1/8' /FT. 10 MIN SEE NOTE 5 DISTRIBUTION PIPE HOUSE 10'-0* MIN. 20'-0" FROM BASEMENT WALL MIN. SEE NOTE 5 TILE FIELD DISTRIBUTION BOX GRADE 1/8- /FT (SEE NOTE 4) 1 PROPERTY 10' MIN. LINE SEE NOTE 5 5EWAGE D15POSAL LAYOUT NOT TO SCALE NOTES: 1. TILE FIELD TO BE 106 OR MORE FROM ANY LAKE, SWAMP, DITCH OR WATERCOURSE AND IV OR MORE FROM AN-Y WATER LINE UNDER PRESSURE. 2. FOR SEWAGE PIPE BETWEEN DOUSE AND DISTRIBUTION BOX USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WITH CEMENTED JOINTS. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE AWAY FROM SEWERAGE SYSTEM. 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL WITH CONTOUR LINES. 5. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL 3/4' TO1 1./2*2' CKUSNiC1DD STOW w SLOPE 1/4' PER TOOT SEPTIC TALK BY rORT MLL11t OR EQUAL rROVIDE 3' SAID OR PEA GRAVEL LINGER TANK rI SowMt� `ILET + OUTLET BAFrLES 3 MN" 2x WIDTII MA)?4R1 4x WIDTH REGOMMUO ALL ACCESS + CLEANOUT OPEWG5 CONGRETC OR STONE bf RAISED TO G• BELOW HARKER ABOVE ALL rNSH GRADE. BURItCD COVERS RECOM'LNDED• 5EPTIC TANK NOT TO SGALe SEPTIC TANK5 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE. CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. INLET BArrLE 12' W COVER OVER ALL STRUCTURES a1 DISTRIDUTION BOX BY rm mum OR EONUAL MH. SLOPE 0 L6' PER roOT=5� 1 o � ALL OUTLCf NVCJt7S -�p oo TO BE SET AT PEA EXACTLY THE SANK VLEVATID15TRIBUTION BOX ` '"� artle or `SPEED Lrvvmts MOTTO WON mr1ouRACED) IN5TALLATION OF D15P05AL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING PAPER OR STRAW SHALL BE AS SHOWN AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINIS GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5 THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAVANG, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. S. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 7. REMOVE LEAVES. ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. & DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. # BEDROOMS (SEE NOTE 1) WASTE FLOW G.P.D. SEPTIC TANK (MIN. CAPACITY GAL.) (SEE NOTE 3 69 4) SEPTIC TANK MINIMUM LIQUID SURFACE AREA(S.F.) DISPOSAL FIELD TRENCH LENGTH PERCOLATION RATE (MINUTES) 1-5 6-7 8-10 11-15 16-20 21-30 2 260 1000 27 108 130 145 1 162 186 217 3 390 1000 27 162 193 ` 217 244 279 325 4 520 1250 34 216 2150 290 325 372 433 5 650 1500 40 270 3z5 360 406 464 542 6 780 1750 47 325 390 a 46a ss7 550 SEWAGE DISPOSAL SYSTEM SIZING NOTES:- 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES WITH 3.5 C.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND SHOWER HEADS. 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. GARBAGE GRINDERS ARE TO BE CONSIDERED EQUIVALENT TO ONE AD017IONAL BEDROOM. 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN 500 FEET. 1 f1~ HKI PITLESS ADAPTER 5ft. MIN. TO HYDKONELMATIG TANK � SWALE ❑ ❑ ❑ ❑ PLAN It SWALE HAY SALE DAM - GhANNEL FLOW NOT TO SCALE t---10' - 0 O.C. MAX. ---L_' - l 0� 4i4 PERSPECTIVE 3w' FENCE POST DRIVEN MINIMUM 1G' INTO GROUND 50 STOP EMBED IN GROUND 8' MIN. BACKFILL 36' FENCE POST. 10' oc MAX DRIVEN 1G' MIN INTO GROUND a 51LT STOP FABRIC FLOW EMBED G' MIN IN BROUND UNPISTURBED GROUND SEDIMENT CONTROL FENCE NOT TO SCALE ray �o Ks� ly J,� ry o 0 mom yr 2 O Q, O~ U W Q it O O w b0.4 Ir z td W a b .D 'd H C"r i&i .b O 0 o � 14 D 0 ti w In ty a � o Ku 4.4 o or a Cd 4-4 o E-+ I OPK* aa�h�� i 0 U. C � O �� 1 Q �'�bi �r Cq 0 0 a �' z Qj z ^ O 0 ER0510N + SEDIMENT CONTROL NOTES � z G~ WE11 GASNG.-GROLRED INTO ROCK Q mop PMIPA 1. BEFORE ANY CLEARING OR GRUBBING OF THE 54TE 15 INITIATED. AND DURING N 7 APS ALL BE ONSTRUCTED IN ALL STORM SED E T R SHALL C 1. ALL NEW ON -SITE WASTEWATER TREATMENT SYSTEMS INSTALLED ON EARTHWORK PHASES. Go" DKUM WELL THE PROJECT SITE SHALL COMPLY WITH NEW YORK STATE DEPARTMENT 5WALE5 AND DITCHES AND AS INDICATED ON THE PLAN. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED TO FORM A CHECK VALVE OF HEALTH'S WASTEWATER TREATMENT STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS (10 NYCRR APPENDIX 75-A) AND WITH AGENCY 2. PERVIOUS BARRIER IN THE SWALE OR DITCH. V 1 v 1 ONE LENGTH Of !DISCHARGE STANDARDS SET FORTH IN 9 NYCRR APPENDIX Q-4 AND IN ITS 1991 3. AT LEAST TWO WODDEN OR METAL STAKES 5HAL.L BE DRIVEN THROUGH EACH BALE rK aerweMPUNT AND CHECK VALVE "GUIDELINES FOR ON -SITE WASTEWATER DISPOSAL SYSTEMS." TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU rid Cd OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS. o 2. NO CONVENTIONAL ON -SITE WASTEWATER TREATMENT SYSTEM SHALL 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR17 a BE INSTALLED ON EXISTING SLOPES IN EXCESS OF 15 PERCENT ON CLOGGING. AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. Cd � 00 ANY LOT. 5. ALL BARE EARTH AREAS 5HALL BE SEEDED AND MULCHED AS 50ON AS 15 5 P0551BLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SHALL BE 3. EACH ON -SITE WASTEWATER TREATMENT SYSTEM SHALL BE LOCATED SEEDED AND MULCHED BY OCTOBER 16t. tEMPORARY RAPID GROWTH COVER AT LEAST 100 FEET FROM ANY WATER SUPPLIES, WETLANDS AND CROP55. SUCH A$ ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE o Co PERMANENT OR INTERMITTENT STREAMS. STABILIZATION. G. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES. INCORPORATING SEDIMENT WELL CONSTRUCTION TO COWORH TO THE TRAPS. SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER Date- MAY M 2001 noixt vab Or THE HEW YORK STATE WARTM%T Or HEALTH. GRASSES. OR WHERE FILL AREAS ARE EXTENSIVE. 7. NEW 5WALE5 AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING Scale as noted WELL OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%. ALL 5WALE5 AND B NOT TO 5GALE L18=� OI �. UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRA55 FOR FOUR(4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE. AT A RATE OF 25 PAGE 4':'AfcRE!: ANO EXAMINED COUNTY. N.Y. POUNDS per ACRE AFTER JUNE. ALL SEEDED AREAS 5HALL BE MULCHED WITH _ 'ARYL f'l. CLARK, CLERi{ STRAW IMMEDIATELY. 8. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN 01 DEC 20 AN 9: 07 ER05ION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF SHEET 3 OF 3 THE 501L AND WATER CONSERVATION SOCIETY. N LOT 7 5.34 ACRES LANDS N/F JAMES DENOOYER LOT 3 10.33 ACRES I\ - 20' 6. CLEARED AREA LOT 3 2 / , O !' 11,082 SO. FT. e' \ \ O 2 0.25 ACRES 1..14' 12 1�� VKXM 12 12 ✓ � I(- WOODED S \0' 24' \ 2g J 1 0 CLEARED AREA LOT 4 Idl tz� 4 31,177 SO. FT. 0.71 ACRES WOODED I 1p•1 ` 1 1 LANDS N/F I ��a THOMAS DENOOYER j1 I2�� LOT 4 12 10.76 ACRES g 11 11, WOODED J TOTAL CLEARED AREA 59,483 SQ. FT. 1.36 ACRES 12i1�1 1 I1. I I 4' 1 {,. LANDS N/F THOMASODE6NOOYER _ DECK 6.10 ACRES i i / `Woad FRAME HOUSE 1{1 LIMIT OF NEW CLEARING / WOODED � 1811� 1 t{ ASPH T I / j// CLEt ,AREA LOT 604 iy.( 1.fA1RASi1C1LIWi) . 2 MINflURIR1 _ � - 2AIgE71MIpY1► 'MrT ELAtm) sumuvn W tOoosfartmsmff i ullml uo vimni n tCLsfValm"n j f =I Plwn 7, � 1 ` � AMIIGIM(0 ; SITE LOCATION LANDS N/F LANDS N/F FRAGALA LOT 2 MATTHEWS L.946 P.290 L.660 P.1095 N25'55'28"E S84'32'47"E 326.61 _ _ _ _ S83'1000"E _ 1070.53' 148.'— — y — — — — S06'03'54"W 198.59' I N39'39'23"E 191.00' LOT 3 LANDS N/F S08110.27' W 62' N39'39'23"E / JAMES DENOOYER 36.78' \14 S83'10'00_E 1549.40' R=500.00' S08'06'24"W L=257.37' 282'35' C=254.54' LOT 4 LANDS N/F N24.54'35"E LANDS t�/F I VAN VRAKEN THOMAS DENOOYER L.1220 P.230 10'09'49' 4.235"E I S08'06'�4"W 26.42/ Q S83'45'31"E 1643.67' 412.13' OO . fix 5 �--_� / I-- I 1 LOT 6 re I I rnl LANDS N/F Y I5 1 THOMAS DENOOYER / o g � LOT 8 I LOT 700 1 LOT 5 �6 LOCKHART ROAD R / =70O.G0' L= 40.84' N84'21'42T"W C=.40.77' 169.19 N78'30'42"W LOT.. 5 SHED-- / _ - 5.05 ACRESco 00 �` / UD N fli cli , c LOCKHART ROAD i N ��► w 1rMpinlpllllrip�I ilpm mgllu Impl 111p1ti uupmumpla glgI gpN�II{�glgm�plll�IIII III�III BNIIIII IIN�NI tllNlp Illl�lfl gIII�AIgINI�III II�IIIIHflgkl IIIIIIIIIgI�.In NIIIIII HIIIIIIry�InNnl�y�ylglulrlulxlgnn Imin nipm�IItIIYI NIYIp�NI IlII�1pIIR(dfjt"pl III�IHIpINrll�rylllrllry�IIIIIIq�IHIAtI I�IIpANIINI ob _ 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 5• F .4. C7 -' 'VM 14/3 � � - 9E vs z£ 0E Be 9z dz zz 0z 81, 91, VL zL 0L `w L_ I I I I I I I I I I i I 1 I 1 1 I ! LEGEND �_ �Ifl III Illillill Ilfllllll IIIIIIIII IIIIIIIR 111111111 illllllll IIIIIII,I IIIIIIIII RRllllf IIIIIIIII IIIIIIIII ntllnll Illlllnl IIIIItIIi IIIIIIIII IIIIIIIII nnlnu nnlnn nnlln, nnlnn unlnn nnlnn nnlnn Inllllll IIIIIIIII nulnn, - 12" STUMP DIAMETER • NEWLY CUT STUMP \ 5 O OLD STUMP 0 POWER POLE WELL TREE LINE GRAPHIC SCALE so 0 30 60 120 240 ./ .w •,/ ( IN ) 1 inc 60 f GRAPHIC SCALE 200 400 ( IN FEET ) 1 inch = 200 ft. 6 1 I I I I I I I NOTES: 1, Base mapping prepared by ABD Engineers & Surveyors from an April 2003 field survey. 2. Survey shown is subject to any subsurface easements, restrictions or conditions that exist, if any. 3. Underground utilities are shown from field location if possible. Others are shown from record data. Their exact location may be different from that as shown and others may exist. 4. This survey has been prepared in accordance with the code of practice for land surveys adopted by the New York State Association of Professional Land Surveyors as last revised July 1997. 5. This survey was prepared without the benefit of an up to date abstract of title or title report and is subject to any statement of fact that such abstract of title or title report may reveal. 6. Elevations Are Assumed MAP REFERENCES: 1. "MAP OF A PROPOSED SUBDIVISION MADE FOR HELEN MITCHELL" PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS LLC DATED SEPTEMBER 25, 2000 LAST REVISED 10/8/01. 2. "MAP OF A SURVEY MADE FOR THOMAS & LISA DENOOYER" PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS LLC DATED JULY 19, 2002 LAST REVISED 3/6/03. W UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY MAP IS A VIOLATION OF SECTION 7209 a OF THE NEW YORN STATE EDUCATION LAW, COPIES OF THISSURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE VALID COPIES. CERTIFICATIONS INDICATED OR APPLIED HEREON MAP SHOWING CLEARED AREAS r m SHALL ONLY RUN TO THE PARTY FOR WHOM THE SURVEY WAS PREPARED, k ON HIS BEHALF TO THE ADDITIONAL PARTIES LISTED HEREON, CERTIFICATIONS LANDS N / F DENOOYER ARE NOT TRANSFERABLE TO ADDITIONAL PARTIES OR SUBSEQUENT OWNERS NOT LISTED HEREON. LOTS 3, 4 & 6 TOWN OF QUEENSBURY COUNTY OF WARREN o STATE OF NEW YORK V) W� ENGINEERS D f SURVEYORS Lnl 411 Union Street Schenectady, N.Y. 12305 TODD WESTERVELD, P.L.S. 518-377-0315 Fax.518-377-0379 Z DATE: SCALE: 1 DWG. SHEET OF N.Y.S. LICENSE NO. 50319 APRIL 2003 AS SHOWN 3083A-P 1 1 CURVE TABLE CURVE LENGTH RADIUS C1 95.06 200.00 C2 40.84 200.00 C3 38.59 25.00 C4 257.371 500.00 C5 28111 550.00 LINE TABLE LINE LENGTH BEARING L1 169.19 N84'21'42"W L2 172.43 N84'21'42"W L3 280.84 N82'49'41 "W L4 155.36 N82'49'41 "W L5 248.06 N854949"W L6 97.54 NO2'36'45"E L7 396.66 N10'09'49"E L8 26.42 N10'09'49"E L9 36.78 N39'39'23"E L10 191.01 N39'39'23"E L11 148.62 N255528"E L12 124.88 S2555'28"W L13 194.80 S39'3923"W L14 26.96 S39'39'23"W L15 195.56 S10'09'49"W L16 230.82 S10'0949"W L17 143.52 S02-36'45"W LEGEND: OIPF - IRON PIPE FOUND OIRF - IRON ROD FOUND OIRS - IRON ROD SET/TO BE SET MCM = CONCRETE MONUMENT 1:3 TM - TILE/CONCRETE MONUMENT 8 - `X" CUT IN LEDGE rQj - UTILITY POLE = WRE FENCE - STONE WALL ® - PROPOSED HOUSE r__1 - PROPOSED SEPTIC do 100% REPLACEMENT ARE, ® - PROPOSED WELL - PROPOSED CLEARING LIMITS J - TEST PIT LOCATIONS PLANS HAVE BEEN APPROVED UNDER THE AUTHORITY OF A RESOLUTION ADOPTED _ BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: 1. THERE SHALL BE NO FURTHER SUBDIVISIONS OF LOTS 2 AND 10. 2. ALL CONSTRUCTION IN THIS SUBDIVISION WILL SUBMIT A CLEARING PLAN AS PART OF THE BUILDING PERMIT. 3. THE CUTTING PLAN FOR THE PROPOSED LOTS CONSISTS OF THE FOLLOWING: A. THAT NO MORE THAN 1.0 ACRE OF LAND SHALL BE CLEARED FOR THE PROPOSED STRUCTURE, DRIVE, SEPTIC AND WELL ON ANY OF THE 11 LOTS. B. DURING CONSTRUCTION AND CLEARING, ALL EFFORTS WILL BE MADE cMuine Tnterprisce, (�nc. 32 TeI tarn OUIII „ •y, NY 12EW (518) 793-9375 May 22,2001 Van Dusen 6 Stevea 196 Haviland Road Queensbury, NY 12804 Re: Helen Mitchell Property, Lochart Road, Town of Queensbury, Warren County, New York. On May 21, 2001 I examined 7 soil test pits on the above property. Listed below are my observations: TPO 1 0 - 8 Inches, topsoil 8 -22 Inches, fine sandy loam 22-51 Inches, loamy sand, firm at 36 inches - +51 Inches, granitic bedrock TPO 2 0 - 7 Inches, topsoil 7 -26 Inches, fine sandy loam 26-44 Inches, loamy sand, firm at 36 a ♦44 Inches, granitic bedrock rK� y TPO 3 Q 0 - 8 Inches, topsoil 8 -32 Inches, fine sandy loam a 32-69 Inches, loamy sand, slightly firm at 36 inches TPI 4 0 - 8 Inches, topsoil 8 -27 Inches, fine sandy loam 27-64 Inches, loamy sand, firm at 36 inches, mottling at 39 inches TP/ 5 0 - 6 Inches, topsoil 6 -22 Inches, fine sandy loam 22-43 Inches, loamy sand, firm at 24 inches +43 Inches, granitic bedrock TPO 6 0 - 6 Inches, topsoil 6 -22 Inches, fine sandy loam 22-(26-40) Inches, loamy sand +(26-40) Inches, granitic bedrock TP0 7 0 - 7 Inches, topsoil 7 -22 Inches, fine sandy loam 22-42 Inches loamy sand AX •- InI RIP z ami Q q- lq- 400 MA.RJORIE S. DUGAN 29 360 1 01 \ � �O S27'51'50"E TV _ _ S83 05'E�- z s� 156.49jrr ' 506.01 77 167.49�_ LANDS N/F OF Aw �- - W --�` Vlo KRUEGER_1 ►1'i Narsc k e $ cx�11Nc r ,r(f 729/270r f `_ M QE }RIO ••l(l� z 65 IR9 I Z, 500 TM 9L LOT 1 11.40 ocresfill 3 DEED REFERENCE: MALCOLM T. MITCHELL TO MALCOLM T. MITCHELL & HELEN McLAUGHLIN MITCHELL DATED: DECEMBER 5, 1956 BOOK 362 PAGE 16 / +42 Inches, granitic bedrock SUGGESTED �+COON.VDEYANCE Soils observed on this property are derived from stony and TO LOCKHART bouldery glacial till soils. Depth to bedrock in test pits described ranged from 26 inches to 51 inches where it occurs. / A seasonal high ground water table was only observed in test pit No.4 at 39 inches. Qi If you have any questions about the above soil information, Q please feel free to contact me. Charles H. Maine Soil Scientist TO MAINTAIN ANY LARGE TREES IN THE DEVELOPMENT AREA. N06'3o'260E C. AFTER CONSTRUCTION IS COMPLETED, NO TREES OVER 4 .�/ Z 50.22' INCHES IN CALIPER MAY BE REMOVED EXCEPT FOR THE FOLLOWING THREE REASONS: JZ SUGG STIED CONVEYANCE 1. THAT THE TREE IS DEAD O 0 MITCHELL 2. THAT THE TREE IS DISEASED o 3. THAT THE TREE POSES A SAFETY HAZARD./ 4. IN ADDITION TO THE ABOVE, CLEARING WILL EXTEND M NO MORE THAN 25/s FEET FROM THE BASE OF ANY BUILDING ALONG ANY LINE OF SLOPE TOWARDS LAKE r GEORGE OR ITS WETLANDS AND NO MORE THAN 65/s U ALONG A SIMILAR LINE FROM THE UPHILL BOUNDARY OF THE BUILDING ENVELOPE, WHERE s IS THE AVERAGE SLOPE ALONG SUCH LINE, EXPRESSED AS A PERCENT. / NO TREES WILL BE CUT DOWN OR TRIMMED IN THE NO CUT ZONE EXCEPT CERTIFIED TO BE DEAD OR DISEASED BY A LICENSED ARBORIST. I� (n J0 F PLANNING BOARD APPROVAL Approveder Authorityf a Res6lution Adopted ���tQ1_ 2001 by tie Planning Board of the Town o deensbury, New York. Chairman LANDS N/F OF STONE 219/50 CMA I - LANDS N/F OF ZONING INFORMATION: RR-5A AVERAGE LOT WIDTH 200' SETBACKS FRONT 50' REAR 30' SIDES 30' LC-10 MIN. LOT WIDTH 400' SETBACKS FRONT 100' REAR 100' SIDES 100' TOTAL AREA 138 ACRES 63.6 ACRES IN THE RR-5A ZONE OR 12 LOTS 74.4 ACRES IN THE LC-10 ZONE OR 7 LOTS ADIRONDACK PARK AGENCY LAND USE AREA RURAL 1 PRINCIPAL BUILDING PER 8.5 ACRES to I \\ LANDS TO BE �, 8 LANDS N/F OF / \, '''' ;%- �♦ RETAINED BY GEORGE ro E JOHNSON MITCHELL '' 580 424 ' '*+ ' i� ♦ \ \ �� /LANDS N/r OF MAREK %-�;�t� n.0 •Ib 897/280 LANDS N/F OF •�� '%f7 � � 2A'A ►�7 FENQ F09T LOCKHART� ;� r 347/474N,AI LANDS N/F )OF " %; I MATTHEWS S78'Og 26, 1 \. "n<_' 651/533 IR5 1.07�.% 160.44 N78'0a, -IV cg \ m W g.. IIV 00 V) O ^ $ la ;� I \ LANDS N/F OF m z10 - W \ 35.21 pap ` JOHN P. & DIANNE H. MATTHEWS \ \ 'STONE rU 660/1095 1 NO FURTHER `� \ 5TOI MLE � SUBDIVISION OF THIS z LOT TO BE ALLOWED \ \ � 3TONFltt O W \ zEE� Oo. X Oo S84'32'47`E TM \ 1070.53' W to i ,1267.27' _ _ 2 . 1 _ _ \ S83'10'00`E to LANDS N/F OF LOT W. NO.RENG OUNTAIN J� 1 MISSIONARY SOCIETY OF ST. PAUL $$ o 141 /535 �°; �; LOT 11 WIT S Go � 7.51 acres lO.SS acre -'\ 1001.35-- - S83'10'00"E 0< S831 Ob0`E , C� _ y 1549.40' I 336't ALONG STREAM`' = ,_ LOT 4 = _ �� F A.P.A. WETLANDS i { r �r1 / " • v 1 10.76 acres �- W - I --. LOT 10 , c 1 �. ` S6.S9 acres - LANDS TO BE INII \ \ S_ 1 000E = RETAINED BY /- 00 rY S83. 531`E 1643.6-t \ "�'� 1s7 " 1608.70' MITCHELL 5 e IR5 i 48:2� / `` 455.87' 1 75.67 31p3 , 45. 3' I r -- _r- �\ - 4 {{ J \ ` - i 45.23' 125.,30• BUFFER ZONE - 1 ' - IK5 LOT 8 LOT 7 4o z3 I '% oo.ar 590_94' - ^ 5.01 acres W 5.54 acres W 6.10 a �- � g <-- � LOT 9 0 NO FURTHER 00 , ip SUBDIVISION OF THIS 7 W 5.01 acres - / +� J[ i °�• LOT TO BE ALLOWED N g ; " tiJ�� '� z f '�.�, 12 , \ LOT 5 • r' oj 5.05 acres LOT NO. 6 FRENG :_� ..' LINT IN �TR_ ACT L5 ! t L4 jIr5 L3 _ L2 IRS L1 C, ; \ `, 2141.83 `•JLIK5 N83'01 00 W \ ° _ LOT NO. 5 FRENC ~�-~M-. . TAIN TRACT LOC THIS PLAN IS CONSISTENT WITH THE ZONING ORDINANCE OF THE TOWN OF QUEENSBURY PROPOSED IRON ROD MARKERS TO BE SET AT EACH LOT CORNER OR CHANGE OF DIRECTION INDIVIDIUAL LOT GRADING SHALL CONFORM TO SECTION A183-25 OF THE SUBDIVISION REGULATIONS OF THE TOWN OF n(IF'FN" lE?Y LANDS N/F OF FRANK J. LOCKHART BOO 347/474z CKI) � LOT NO. FRENCH MOUNTAIN UNTAIN TRACT CM nit I a cm / S82'47'37`EIII ,Ib IRE PROPERTY IS LOCATED WITHIN LAKE GEORGE CENTRAL SCHOOL DISTRICT AND THE NORTH QUEENSBURY FIP. P177-PIrT LANDS N/F OF TOP OF THE WORLD VENTURES 934/294 N.- IRE IN'STONE FILE �pN �o 612.42' ` N82'S9'35"W { KHART ROAD,- -- � �p / AN p� L DS N/F OF o ( �� ER RECEIV L19ER CF__._. _= I-,'DO'OD/�136 AND EXAMINED % PAGE ' MAR 2 7 2002 WARRP4 COUNTY, II.Y. , CARYL I1. CLARK. CLERK TOWN OF QUEENSBURY 0 ( DEC ZO AM 9' 07 RI III nit%lr_ 6 !n rr)nC LANDS NA OF THOMAS & GAIL VAN VRANKEN 1222/230 P 3 N LANDS N/F OF �N, RANDOLPH E. BARDIN 641 /55 19 1 C• UtCH MARKED AS CORNER LANDS N/F OF RANDOLPH E. BARDIN 700/802 I O-0 PQSa P4-I OWNER/APP CANT HELEN MITCHELL - EAST SHORE ROAD LAKE GEORGE NEW YORK 1 w W yh 0 o V � a u H V a a a 1-4 d w o w O M w t*. W d o E- Dew 8BM3 ffl 25,2000 sllnft r_= S--1 SHIPET 2 OF 3 ;, - TAX MAP NO. 23-1-13,41 & 43 FILE No"729 04/29 '02 Wl 10:38 ID:70WN OF QUEENSMY FAX:518 745 4437 PAGE 1 W. -». Z n00 ; j t Cb to NP of + Ir 1 • ' ti ~ + 'r +�A y t. � N f c _ ' CA t r CD {` cu " /' `� •, r ♦�, f '. f P M � MA �nwr�rWr'r woo I to wI , z0 39ttd VIM NNA1d a alVM9 890Z66E6ti b: ®0L1fiL 9�� z0 39vd CnIna NNA14 d CrIV839 -�'� 890Z66EBT9 6b:ol Z00Z/6Z/ti0 — MAP REFERENCE: MAP OF A PROPOSED SUBDIVISION MADE FOR HELEN MITCHELL DATED SEPTEMBER 25, 2000 LAST REVISED OCTOBER 8, 2001 BY VAN DUSEN & STEVES LAND SURVEYORS, LLC LEGEND: A(07 NTI SNP Nb ONI07In nb z'O A*O.i EQOz M I t �bN1 LOT 4 �,/� LL ,Dc loci LANDS N/F OF VAN VRANKEN V IC r . IRF S83°45'31"E , IRF STONE MOH. 775.67' Of. S08°06'24"W 1 3.71 " N 45.23' IRF 88 T, n LOT 6 6.04 acres W LOT 7 00 o 0)4 oa 10�� 2 �D sy6 N84°21'42"W IRF 1 169.19, LOCKHART ROAD IPF - IRON PIPE FOUND IRF - IRON ROD FOUND c0.I - UTILITY POLE ® - WELL N an D u s en Land 169 Haviland Road (518) 792-8474 Steve s Surveyors, LLC Queensbury, New York 128 New York Lie. No. 50135 'UNA IIHCIUffD AL7ERAnCI! OR ADCI7M TO A SURVEY YAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLAIIM OF SECTION 7209, SUB -DIVISION 2. OF THE NEW YORK STATE EDUCATION LAW.' 4ONLY cone PROM THE OWNAL Or THIS SURVer MAWM WITH AN ORDINAL OF THE LAND SURVEYORS SEA. SHALL BE CONSIDERED TO BE VAUD TRUE COPIES.' *CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE DOSTING COOS OF PRACTICE FOR LAND SURVEYORS ADOPIED BY THE NEW YOW STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR IIHOM THE SURVEY IS PREPARED. AND ON MS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LEMIXW INSTIR"ON LISTED HEREON. AND M THE ASBX*M OF THE U NDING INSTIMION! IRF Map of a Survey made for LOT 5 Thomas & Lisa Denooyer Town of Queensbury, Warren County, New York I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD 5URVEY. 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 TOs THOMAS USA DENOOYER GMAC MORTGAGE CORPORATION. IT'S WESSOR D/OR ASSIGNS ST ART I E COMPANY �C CERTIFIED MAT - 5. LL5 NYS DATEDt MARCH G. 2odS 2 3-OG-03 1 7-24-02 NO. DA TE FINAL ASBUILT ADD CERTIFICATIONS DESCRIPTION 1,=100, S-1 SHEET 1 OF I DENOOYER DWG. NO. OOOG1—G I I N C-723