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2003-674
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 1.2804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030674 Application Number: A20030674 Tax Map No: 523400-290-014-0001-010-000-0000 Permission is hereby granted to: ROB-FRT &.TFAT4WTM.TFKSFNTTT For property located at: 6 CLEARVEEW L11 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 Constructiori value Owner Address: ROBERT & JEANNETTE JENSEN I Garage-2 Cars Attached $12,000.00 6 CLEARVIEW Ln Residential Addition $1,800.00 QUEENSBURY, NY 12804 Total Value $13,800.00 Contractor or Builder's Name f Address Electrical Inspection Agency Plans&Specifications 2003-674 832 SQ FT 2-CAR ATTACHED GARAGE AND 256 SQ FT BREEZE WAY AS PER PLOT PLAN SPECIFICATIONS $158.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 26, 2004 (If a longer period is required,an application for an extension must he made to the code Enforcement Officer of the Town of Queeti9bury before the expiration date.) Dated at the Town,9LQkeensb ,August 26.2003 )SIGNED BY 1 "4 for the Town of Queensbury.-01.IV Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)161-8256 A permit must,be obtained before beginning construction. Permit File No. ©3—G 7 No inspection will be.made until applicant has received a Fee Paid $�/1� valid building permit. All applicants, spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: 'n Owner: S 4, Address: Zjfa C Address: 5,9-,ne Phone#Q—).Lk) f3 9 Phone# Property Location: LotN ber:,,, _I Hous_e/�,N. umber,< Subdivision Name: n� e� o�s/ a Tax Map ❑ New Building: residence /commercial Estimated Market Value of Construction: ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration. residence/ commercial 2 � ❑ No change to exterior size: residence/com'l k' ❑ Other work(describe ) Check Oceupancyluformation 1' Floor 2'd Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units a Office ❑ Mercantile ❑ Manufacturin ❑ 1 car detached garage ❑ 2 car detached garage 0 3 car detached garage ❑ 1 car attached garage ) ;/ 2 car attached garage p ; --' ��r�-i.lr tfi�y❑ e ❑ Storage building- commercial ❑ Storage building- residential W-0 ❑ Other What is the proposed height of the structure _�feet 0 inches Will any second-hand or ungraded lumber be used? If so,for what? r ' Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of.Fireafaces to be installed Humber 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 L Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new o /e�tion. Signature: '�'` ---"�''_% owner,owner's agent,architect,contractor --31- �,, ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 MATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi FamilyDwellings(3 Stories or less) Part 4*-Design by Component performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: pAgT 5..METjj0D.OF COMPLIAVQE BYTCEPTABLE PRACTICE: ell I Gross Floor Area- square feet %ef-Zle tVkfor 2. 3, is building mechanically cooled?__---Yes 4. Percentage of area of windows and doors Over 17% &,-"Under 1'70/. 5. R-VALUES FOR INSULATION GIVEN BEL OW MUST CORRESPONDL TO R-VALUES AS SHOWN ON PLANS SUBMITTED: 'l,Z46F a� ff-i b. Exterior walls C. Glazed areas R d. Exterior doors R e. FloorsfiRUkunheated spaces R E Edge of slab on grade(heated building) 9- Basement/cellar walls(above grade) R h. Basement/cellar walls(below grade) R i. Heatin&ooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Phone Number 2 ,Is S)ignaturi� Date p Zic A 7f7J7 INSPECTOR'S REMARKS: F COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC, Main Ofllce 176 Doe Run Road , Manheim, PA 17545 MUNICIPAL CERTIFICATE Is ELECTRICAL APPROVAL Pennit Not 85936 Cut-in Card No, atioll if ownerfo#180#011089#r NIMf Ni/lei!#IIi##►ff llfffooliffff ff#fRttRt11###NftfftoffifRffgll#11#IIINiftfffff�fftfntfft1i 11#►liffiftiiif fiffffifttflii tRf tt#11# it Location 6rw ff4fp tlRititlft1i11##l►tt►f#►Hnfffffffftfift/NR1#IltfftufnffuuflR#IN#Ilfff#fifiiflffffuff►itglf�llilNffftutfffffftfgifittltll##i!t##It NIi#N!R#11 '0'P' i 1 f Installation Consisting olope Zolr se► oft• ftmf R1 ff►1@ff►nf t eft fi 4fft1*iffof*fetsfiflsel of## f11 f$ ifie*e Z. uff�slf*lftol#sett r 1N644110selfll4 .1.1410IN619 tsetse itself is sfsfftRfffflfll##se@f fff Nffif lostseolif I Mottef t*liffff#ffliftefflfl#ilff►ffftf 6f064*totes 1*04f**t114 toot$#*#111 0e44 140964011 off##$toot 111sesef@#ftof*fffoofffl4ffilft#1181 t#041$fitle#Ioffset@1191#16l11fiHfiffff**i#N4 161#losses lififfff t leff##**I**#**I feet settle t of fttotems hoof$$##$1►ft**f*0 fill Amftl st x6r InstalledBy tl►ffff►fffftNffffNifiml.fffffflf►se$Iflse$fuftfffiiifftfR4Nt11$►fiflee**tesle!Lic1 No. tIf#f*fltool*oil*@11*ffftfo*Nie114fe111e*ettf*t*1 The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled; - This certificate only covers the electrical equipment and installation conditions as of date, Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection, Inspectors of this Company shall have the priv'l of a ing inspections at any time, and if its rules are violated, the Company shall have the right re o e is cent' icate, Datelf####t ff*mftlflififfl*iseleet** .fei*tl4titff► INSPECTOR ,. fff sefi114N!ltool�4fffiflffif#ffff►�eflff*tiffftfiff*1*lffttftif#Rfflifofiif@Iftsesel Member NA RA,LAIL Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received- Queensbury Building&Code Enforcement Arrive: am/p D-part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:_` � NAME: PERMIT#:0 LOCATION:- rf\ 0 INSPECT ON: TYPE OF STRUCTURE: N NIA PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough.Plumbing/Nail Plates I % ,inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air-Supply Test Drain-andVents 5 PSI or 10 feet above highest connection for 15 minutes 1.6 I C I 1, Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial oper,CPVC,Pex One and Two-Family *ulation/Residential Check/Commercial Check L-geez_ 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 Report.doc November l7,2003 Dough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ ;� /Depart: pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: �V ' NAME: vaVol PERMIT #: LOCATION: Lv INSPECT ON: TYPE OF STRUCT ` Y N NIA PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Bead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Coo er 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 Report.doc November I7,2003 Framing /Firestopping Inspection.Report Office No.(518)761-8256 Date Inspection request received-07- Queensbury Building&Code Enforcement Arrive: am/ epa am/�. 742 Bay Road, Queensbury,'NY 12804 Inspector's Initials.. NAME: PERMIT#: LOCATION: C> Q OA Y4 JZ eA 2 INSPECT ON: 42 -- -' TYPE OF STRUCTURE: , N /A COMMENTS aming 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 1 Bearing Walls Metal Strapping for Notches Top Plate 1 Iz 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 snow 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 %z 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 L:\SueHemingway\Building.Codes.Inspection.FORMSIFraming Firestopping Inspection Report..doe January 28,2003 Framing/Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re st r cei d: U Queensbury Building&Code Enforcement Arrive: p t: m 742 Bay Road,Queensbury,NY 1.2804 Inspector's Init" s- - NAME: PERMIT#: / LOCATION: INSPECT ON: _ �J !� TYPE OF STRUCTURE: Y N N/A COMMENTS . .. Framing - " Jack Studs I Headers Bracing l 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 ce and—snow s ie 24 inches from 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 L:\,SueHemingwaylBuilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc Jams ry 28,2003 F . Foundation Inspection Report Date Inspection re t Office No. (S 1$)761-8256 request received:F q Queensbury Building&Code Enforcement Arrive: amlp Depart: m/pm ,742 Bay R.d.,,Queensbury,NY 12804 Inspector's Initials: /-. NAME: PERMIT#: LOCATION: PELT ON: ! TYPE OF STRUCTURE. !Comments Y N N/A Footings Piers 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 Foundation/Waterproofing Type of Dampproofing/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. - i L:\SueHemingway\Building.Codes.Inspecrion.FORMS\Foundation In e e " .doc January 28,2003 N C��. � 1 ,% � Framing/ Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection req rece' i� :,n reqe ei e r r c e Queensbury Building&Code Enforcement Arrive: p e at� 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: e,)-3F(,7V NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N 'N/A Framing COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers 00 -T\A b z)v- Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 12(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center -Te—ean'—&snow shield 24 inches from wa—IT' 41 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 Y2 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 LASueHcrni ngway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doo January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: o Queensbury Building&Code,Enforcement Arrive: am/pie Depart: am/pm 742 Bay Rd.,Queensbuly,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION. INSPECT ON: TYPE OF STRUCTURE: Comments 4 Y N N/A V'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. Foundation/Wallpour Reinforcement in Place Foundation Darripproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report f 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: 2i� PERMIT#: �1 LOCATIO te INSPECT ON: f3 — — TYPE OF STRUCTURE: Comments Y N N/A ootings � 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. Foundation/Wallpour Reinforcement in Place • Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Inferior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Tnspection.PORMS\Foundation inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Insp tiofrequest received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: M NAME: PERMIT#: _ 4? LOCATION: INSPECT ON: x—="�c TYPE OF STRUCTURE: Y N NIA COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 lz(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 shield 24 inches from wall ire separation 1, 2,3 hour Fire wall 2, 3,4 hour jc zG,�tfe l"ew..r Firestopping Penetration sealed 16 inch insulation in,cavity min. Garage Fire Separation House side 'lz 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 LASueHemingway\Building.Codes.Inspection.FQRMSTraming Firestopping Inspection Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspeclion request received: Queensbury Building&Code Enforcement Arrive: , u am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 0 NAME: PERMIT#: LOCATION: (2 clec-aizp G" INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 V2(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 snow 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 V2.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 L:\SueH erni ngNvay\B ui Idin.g.Codes.Inspection.FORM STrarning Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 50 a am/pm Depart: arri/pin 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: C)3 LOCATION: INSPECT ON: iv A TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs Headers Bracing 1 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 V2(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 snow shield 24 inches from wall Fire separation 1,. 2, 3 hour Fire wall 2, 3, 4 hour Al Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 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': LASueHcrningway\B ui Iding.Codes.Inspection.FORM S\F rarni 11 g Firestopping Inspection Report.doe January 28,2003 �o L A W N z rn CAPPED \ p -.. IRON ROD v FOUND C U a' MACADAM Z �°' PARKING a) LOT CT L1 iE ti O A Q O ri l 11) I N z 1 STORY o BRICK BUILDING I C) I 0 — � Q 0 U Q � � U NOW OR FORMERLY N CHURCH OF LATTER DAY SAINTS rl� 5271230 Z TAX MAP: 54-5-19.2 a U p CAPPED IRON ROD", FOUND MACADAM PARKING LOT MAP REFERENCE 1) MAP ENTITLED *CLEARVIEW ESTATES, OWNED BY RONALD & MARY RAVNOR' MADE BY NORTHEAST LAND SURVEY & LAND DEVELOPMENT CONSULTANTS, P.C., DATED OCTOBER 22, 1991 AND EKED IN THE WARREN COUNTY CLERKS 00F7CE ON APRIL 13, 1992, IN PLAT CAB. A-1, SLIDE 182. DEED REFERENCE CHAD M. RA YNOR TO ROBERT E. .fNSEN, 11 & JEANNETTE .ENSEN DTD. MAY 15, 1997 BK. 1024, PG. I JO _+EDGE NOW OR FORMERL Y BERNARD C. & BEVERL Y ROGGE 1134120 TAX MAP: 54-5-6.52 DRILLED / WFLL S8233'39"E 108240.00' LA W►' OF MOLD 20' MIN. SETBACK LINE L A W N t I W O O D E D J CLEA D r% �z LOT 2O REA 1. 306 ACRES._+ 4, aCA TAX MAP: 54-5-6.512 w POURED I I CCINCRETE I FOUNDATION I UNDER y� CONSTRUC'0NI I (10/25/00) I �I I I L,_j EVERGREEN TREES WO O D E D Li 10' MIN. SETBACK LINE N82 33'39 "W 240. 00" NOW OR FORMERLY WA YNE & SUSAN PELAK 11171141 TAX MAP: 54-5-6.511 LOT O1 CLEARVIEW ESTATES (VACANT PARCEL) NO TES: 1) RESTRICTIVE DEED COVENANTS SHOULD BE CAREFULLY EXAM/NED BEFORE CONSTRUCTION TAKES PLACE ON THIS PARCEL. 2) REFER TO MAP REFERENCE NO. 1 FOR OTHER SUBDIVISION NOTES AND FEATURES. ZONING INFORMA 77ON ZONE.- SR- )A, ONE ACRE MIN. SINGLE- FAMILY DWELLING LOT WIDTH.- 150, FRONT YARD SETBACK. 30' SIDE YARD SETBACK. • 30' OR MORE WITH A 10' MIN. REAR YARD SETBACK' 20' PERMEABLE AREA: 5OX MIN. BUILDING HEIGHT 40' MAX. POLE NM3 N YT3 35.4_ I � I � QI C Q' �I 0 a� 0:ze o O cl W �cz, W I fY W I � W I� O �IPOLE NM2 N YT2 c Li, . IRON ROD FOUND (BEN T) M� 1 N f. OD IN O U) IRON ROD FOUND (BEN T) w J 2 0 0 �I o a Q U z Q J Q z o NOW OR FORMERLY MICHAEL R. & JANICE L. BAROIN 9241222 LOT O CLEARVIEW ESTATES TAX MAP: 54-5-6. 1 DRILLED WELL NOW OR FORMERL Y .XTDI TH FREIBERGER 7221155 TAX MAP.- 54-5-6.7 POLE NMI NYTI �— P"F I VED MAP JAN 2 4 2001 OF LANDS OF TOWN OF QUEENSBURY BUILDING AND CODE ROBERT E. JENSEN, H AND JEANNETTE JENSEN BEING LOT NO. 2, CLEARWEW ESTA TES St TUA TED IN NOTE n*S MAP WAS PREPARED WHOUF BENERT GIB AN UP-TO-DATE T17LE REPORT OR ABSTRACT OF 77TLE AND IS SU&JECT TO N?NTEVER FACTS ANY BE REWALED RY SAID DOCUMENTS. ONLY COPIES MADE FROM THE ORIGINAL OF THIS SURVEY MAP WHICH ARE MARKED WITH AN ORIQNAL OF THE LAND SURVEYORS EMBOSSED SEAL AND BEARING THE SURVEYORS ORIGINAL SIGNATURE IN I HEREBY CER T7FY TO: ROBERT E. JENSEN, 11 AND JEANNETTE ENSEN, AND M & T MORTGAGE CORPORATION, THAT THIS MAP WAS PREPARED FROM AN ACTUAL ON THE GROUND SURVEY, ACCORDING TO RECORD DESCRIPTIONS TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK SCALE.- 1" = 30' OCTOBER 25, 2000 SURVEY & MAP BY n DONALD L. PIDGEON, Jr. 1I i�rAl- I ..- -- -- 4 _- --- — - M30aV310 M .3NdI z z IV W O 7 ONnO.3 OOa tal 03ddd0 Ol .00f=y 8 ,lOLSZ wry a!IAn Po94�ano- 4 z z aid) ..: y�_------f`�-'' a (1NbN3/00 0330 3h1101?11S321 NOd8135 d0 3003 RIP J z - o a� � o J h I m W o 4zE eIL cc Q a 3w w o �z > �J 1 I �d 2Q ti FOK N NV1 J of W Cb v O 'n •,:EI 3 pV 2 2 u- 0o 2 q N ¢ o rn co o ;h � � N � I z O I N I2 3 I z c 3N"l N� TE yR PENES 03MO�y 40 ROW o {I _. _. __ ssdao 3„l 1,8Z.LON O Q,o N`l�¢ 10'LSZ — -----.d�- 3003 a q o WdOdO dW U a�.