Loading...
2006-230 TOWN OF QUEENSBURY wow742 Bay Road,Queensbury,Q b ry,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20060230 Date Issued: Tuesday, August 07, 2007 This is to certify that work requested to be done as shown by Permit Number P20060230 has been completed. Location: 44 WILLOWBROOK Rd Tax Map Number. 523400-296-012-0001-027-003-0000 Owner. WILLOWS SENIOR RESIDENCES, LLC Applicant: WILLOWS ADULT LIVING CENTER - THE COTTAG This structure may be occupied as a: Apartments By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 4 1 property owner of the responsibility for compliance with Site Plan, ' Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060230 Application Number. A20060230 Tax Map No: 523400-296-012-0001-027-003-0000 Permission is hereby granted to: WILLOWS ADULT LIVING CENTER-THE COTT For property located at: 44 WILLOWBROOK 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. a of Construction Value e Owner Address: WILLOWS SENIOR RESIDENCES, J 536 BAY Rd Suite 2 Apartments $140,000.00 QUEENSBURY,NY 12804-0000 Total Value $140,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency SCHERMERHORN RESIDENTIAL HOLD 536 BAY Rd Suite 2 QUEENSBURY,NY 12804-0000 Plans &Specifications BP 2006-230 Building No. 3, 4 Apartments Building No. 3 size: 3,940 sq. ft. (one floor only) Apartment Numbers: 309, 310, 311, 312 Willows Adult Living Center-The Cottages 44 Willowbrook Road, Lot 8 Baybrook Professional Park $551.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,May 24,2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of QueensbWQueb ' lionn date.) Dated at the Town4w: ay,May 24,2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE Pi>Liclg . A)0. .3 USE ONLY TAX MAP NO. P RMIT NO. Th aL' FEES: PERMIT �- `F RECREATION f G� ENGINEERING A P1->? •� ', t"s (,LU (If applicable) :? Q6 PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: 6- .//'/f i / >EA/ OWNER: ,ie. ADDRESS: 6-3!, g,qy' J ADDRESS: r-57/9filg PHONE NOS. �j 406 7 PHONE NOS. 4g_ CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: , 7/9',(/?.Lk/ PHONES /27 LOCATION OF PROPERTY: 1:/q j //Az- 2211/ FM2O 4 ' ____ foiesof SUBDIVISION NAME: 77t O7 7 .'W/L,LOW5 4 )h72A/1/� C TA J—' i PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z a o PROJECT o 0 0 O w J z Z < < •— U) N (/) Ori L CL ots SINGLE FAMILY TWO-FAMILY MULTI-FAMILY 131-5 A 1- 3 372 (NO.of UNITS_ 3/C#Op X > 3r%( 5, TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: / DOO FUEL TYPE: 6 I) 5 HEAT TYPE: /94-42 *HOW MANY FIREPLACE(S): C' AND/OR WOODSTOVES(S): d ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys" available in our office B 3-LGL 11-05 QTown of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read gree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codesaq ueensb u rv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net Tou>>i of Queensbury • Connnunity Development Office • 742 Bay Road, Queensbury, NY 12804 / oia . If/0 8-70 rob Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r- .est = - : g- f�/ Queensbury Building&Code Enforcement Arrive: \\.' 0.. p 1 Depart: \J J . pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi ls• dik NAME: w 1 P' ' I T#: '-'230 LOCATION: AigZj I SPECT ON: E-V'/6 TYPE OF STRUCTURE: Comments Y N N/A Footings V 61:2)07 PAS- iers 1 Monolithic Slab 13 ,t-\—. 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 VDO — Footing Dowels or Keyway in place / Foundation Dampproofmg A 'cb6C?-- Foundation Waterproofing D\--\M\) 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 to-r a. ri- Foundation Inspection Report Office No. (518) 761-8256 Date Inspect- request rece'ved: 1(0 Queensbury Building&Code Enforcement Arrive 4 am/p / D-part: am/pm 742 Bay Rd.,Queensbury,NY 12804 Insp tor'sP itial !IL_ NAME: epvlt%Y" \ArL'" PERMIT#: A V' LOCATION: (1; S I SPECT ON: TYPE OF STRUCTURE: 1 , dt4 i.)///01,1,161( Comments / Y N N/A Footings Piers Monolithic Slab Re' -: cement in Piav- e contractor is responsi. e for providing protection freezing or 48 ho - . ing the placement of e concrete. 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 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 Insction req 4. ive . r Queensbury Building&Code Enforcement Arrive: b. am Depart: • . 1 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: riff NAME: `4J, / c'W S — Scti.-V-til.p(A Or.E' T#: LOCATION: t 4 ',oil g_04,0 h PECT ON: � a //o TYPE OF STRUCTURE: Comments Y N N/A Footings Piers �C > 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 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 l - 3 . / :00) QO i c ossa L l/e- 7vES4 `-/ 8-22 —s() , Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: B -22 -CK Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: leliial,.) PERMIT#: _2 ^' . � LOCATION: 1�/ j b/• /\ INSPECT ON: 4- 27 —� TYPE OF STRUCTURE: /8 L og ,.$I- -5 v Comments Y N N/A Footings iAtri 4e6,06,5 ters Monolithic Slab Reinforcement in Place 2 -- 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 Footing Dowels or Keyway in place 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 Forrns\Buflding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 12 ^ a 1 P P Office No. (518)761-8256 Date Ins ctionuest received: 2-4 401 Queensbury Building&Code Enforcement Arrive: U .�j�p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect is Initials: NAME: W(f/QT'S — PERMIT#: O(-e-11#3 0 LOCATION: 3 / 441- �l f 6��� - INSPECT ON: TYPE OF STRUCTURE: J �9 30 31/1 3�? Comments Y N N/A ootin Piers Monolithic Slab Reinforcement in Place The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. 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 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 2 - zi polo 5.),_2066 Foundation Inspection Report Office No. (518)761-8256 Date Ins ectii reque a ei -d: Queensbury Building&Code Enforcement Arrive: .7.'444 am/M D--' art: 722, m/� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial • NAME: W r I f (, 'ERMIT#: dr LOCATION: � ) G?l')r ��); IOLINSPECT ON: _ TYPE OF STRUCTURE: Q)t N)( 17 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. or urpose on site. Foundation/Wallpou /4/ Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing \*‘A). 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 o6 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re, u - ed: -5--4011,,.., Queensbury Building&Code Enforcement Arrive: ' Depart: I E am/• 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init A NAME: r/I cam, ERMIT#: 06 Q LOCATION: jr I D t,J hrc'c, _ INSPECT ON: ?– . TYPE OF STRUC Comments /.—. • -' Y N N/A 4r i. :4 r - Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. : y'.se on site. t. 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 j- 3 (arw / ' co) 7- 2O -- C Foundation Inspection Report Office No.(518)761-8256 Date Inspection re• . -s r: ei ed: Queensbury Building&Code Enforcement Arrive: \ .m • epart: I cD an m// 742 Bay Rd., Queensbury,NY 12804 Inspector's tia • > NAME: ! /10k) T#: 6 -23-0 LOCATION: . lJ ;/jr) m biofr _ INSPECT ON: q -2,1)-062 TYPE OF STRUCTURE: tbWcoD 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. 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 inches above footing oly for wet areas under slab \a/ Backfill pproval Plumbing Under Slab PVC/Cast/Copper Foundation Insulati erior r\ awl 1 l3 binv� -T*) -VA) 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 Inspection r 4 uest rec' v- • aio d Queensbury Building&Code Enforcement Arrive: tj.t� 'm :epart: .; "' _ ju 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi. NAME: (AA �7 Ji PERMIT#: O �0) 0 LOCATION: t/(dtib'' INSPECT ON: 9 ?-67/0 40. TYPE OF STRUCTURE: 'f • 3 Comments - - 52—Ct 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. Foundation our WS ein orcement ini'Iace Footing Dowels or Keyway in plac 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 /1 /- -/o6 • Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque re • Queensbury Building & Code Enforcement Arrive: = ass -•. : `= a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: Or PERMIT #: 06 _23() - . LOCATION: i )j&LD lrwk " INSPECT ON: 11 7 TYPE OF STRUCTURE: Y N N/A Rough Plumbin / Nail Plates • ent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/s_han.e of direction Pressure Test Ai - ead P.S.9or 10 " above highest connection for 15 minutes • - -- est Water Supply Piping 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'Jnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 2 --I--/ 77--i IY- S Foundation Inspection Report Office No. (518)761-8256 Date Inssection r . e.,ed: Queensbury Building&Code Enforcement Arrive:"�3' . 10_ : �' epart: 3:14b 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi. . • NAME: ::: I1J) ll)c73S 'ERMIT I: 0` 0 LOCATION: "1 j 3 011 w i /c INSPECT ON: tMI I 0 TYPE OF STRUC .y,' : + "Z_____ �� 1�r�� Comments Y IPN N/A Footings 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 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 / 'VC/Cast/Copper Foundation Insulatio, Interi. Exterior R- tD • °` Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fonms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM i / ikiti 4r-•— - ,f-4/"0i Framing/ Firestopping Inspection Reportf'S\M Office No.(518) 761-8256 Date Inspectia stfrec -i: ,�� _ ,`,� Queensbury Building&Code Enforcement Arrive: O 6 . 1. , ' `► art: [j�,11-- ' `�" 742 Bay Road,Queensbury,NY 12804 Inspector's Initia s-:-.; if ‘0 —17.— NAME: k 1/" f i/ PERMIT#: C')... .__27.0r) .__2 / . . LOCATION: I-{ j f fj c3 b( INSPECT ON: °1 TYPE OF STRUCTURE: At}i f D� -� 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 '/A(w) 16 gauge(8) 16D nails each side /Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center j____ 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. 1 Garage Fire Separation House side 1/2 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 Z---21 /0E, ,D,E1A-/ .5--- /o7 . Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Ins'esti•n -que : -a. �.- Queensbury Building&Code Enforcement Arrive: / _ a :p op, tart: 2,,,�an6 742 Bay Road, Queensbury,NY 12804 Inspector's In is : NAME: `J I �� S PERMIT#: a -23D LOCATION: ilk a G.J„f D t--..)::.'SINSPECT ON: -moi- j-(j7 0 TYPE OF STRUCRE: Z- tiO,_6WCV-MOC-7 Y VA COf 1MENTS 6a:mingic�rcess 22"x 30"minimum Jack Stu. •eaders > T `7 W--ACA YO(- Bracin:,/'_ 'a ging p angers ✓ Oki �.t i FDP-- �— 1 50 Jack Posts/Main Beams Exterior sheeting nailed properly ✓ N ‘ 1.7i-6) 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls I 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 ire separation 1, 2, 3 hour F y � Fire wall 2.3 4hr irestopping,_--) 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 lo=ODQ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re;/est rece.. - : Queensbury Building&Code Enforcement Arrive: dills::�.•/D epa•. 742 Bay Road,Queensbury, NY 12804 Inspector's nitials: NAME: INF vJ LCA D PERMIT#: Oto— Z730 LOCATION: L--1 y w i L i i)4 4_ P: ) INSPECT ON: Y5—Z—O7 TYPE OF STRUCTURE: c v k L Y ` N N/A COMMENTS Framing Attic Access 22"x 30"minimum 1 Jack Studs/Headers V .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 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 %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 10 /7 lJecJke3 dljectikesdcui Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques re - v96.- Queensbury Building & Code Enforcement Arrive: a•p /b art: = a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: -ME /)Ji1IDt/J1S PERMIT/4: • LOCATION: NSPECT ON: -67 TYPE OF STRUCTUREV Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size V Washing Machine Drain 2 inch minimum �/ Cleanout every 100 feet] change of direction Pr- - - - Test 'rai .1 ent -ad - J. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 4 Head I 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection revues e -iA.e. Queensbury Building & Code Enforcement Arrive: Z a • ,e//iepart:7;L Q am 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: "---\ * vJ \ ' -01).-> ---) PE' • IT #: G -7 LOCATION: _ • . •v .. _ ',7 INSPECT ON: ,F- `4-b7 TYPE OF STRUCTURE: .V3L��, 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 GF-I L 11'J G Pressure Test R_ ) Water Supply Piping it / Head W A uL-� 50 P.S.I for 15 minutes — °1 nsulation / Residential Check / Commercial Check Proper Vent, Attic Vent 600 t3) L.JAL.'--j Duct / Hot Water Piping Insulation —\i If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Wbiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 g____ Gi Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 1 . �� Arrive:?)( a m ) part/: am/pm Date Inspection request received: II j _ Inspector's Initials ?' NAME: SC .,--€4.M- Ivo/ PERMIT#: 0 ft l A 70 LOCATION: I ', 4 V ' ;,,to , DATE: 4111 TYPE OF STR CT ' : 4 • . >' 2 f z. ( Comments Yes/No N/A Building Number/Address visible from road 1/ 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 doors17; 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 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 tj , 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade /� 7��S Interior privacy/trim/doors/main entrance 36 inches //" Bathroom/Kitchen watertight / Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: 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 7 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. 6-, � � � Emergency egress below grade ,� Gas Furnace shut-off within 30 feet or within line of site Z 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%z"Gypsum ✓ Basement stairs closed rise>4 inches Garage Floor Pitched c � Garage fireproofing/3/a hour fire door/door closer rJ Duct work Sealed properly if / Gas Logs in Sealed or Gl s E os re f ✓ Final Electrical 7/Z o� CO ,t//� �AnB iltSurvey Plot sPlan 1111 " / 4 '6g) ! ite (/t/4M� As Built Septic System/Sewer Dept. Inspection Sticker t/ ��(V/ Site Plan /Variance required ' ey< _Flood Plain Certification, if required Okay to issue C I C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Inspection for Permit to Occupy Fire Marshal's Office Request Recd Permit No. 04-2-36 Town of Queensbury 742 Bay Road ff// Queensbury,NY 12804 Scheduled Inspection Date: 2-W� Time:c760 Phone: (518) 761-8206 Business Name: V l42tvs ' Vilts Fax: (518) 745-4437 Location: 'f' te)/L e)4 Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge EVAC Plan - AISLES: ' � Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal -4 /2- EVAC Signbattery /signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung Inspection of extinguisher Hydro e�xtitiinnguishe ,3177(2 .- i' G6 GI/ e d ep} 7o4YSTE Fan Shutdown Fire Sprinkler System X Fire Suppression-kitchen • Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste 61d/(e/ j Vehicle Impact Protection Fire Lane F.D.Signage-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan .eSApproved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) ❑ Denied ❑ Call for Recheck Inspected y: driabh_ L:\FireMarshal\insptopermitto occupyform.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)76I-8256 Arrive: 5/(�2am/pm ��e part: am/pm Date Inspection request received: Inspector s Initials: c�l�`�C� NAME: c_f(L��,yKl,{.o/ ) PERMIT#: Z C7 LOCATION: T��QCc , ' .0 a_i_06,A4d f4 DATE: TYPE OF STRUCTURE: Comments Yes No N/A , Building Number/Address visible from road ®L�-Lf �`S JL l/r10°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 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 Interior Smoke Detectors: Every level: Every Bedroom: 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''h"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Gara_ge fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc Wittows 11444-1•4 Li% illbrli CeA4e-E* ""ttrve- Cof I cte e s if)im T or &of 4x,t A I. Atilt 4(1 oil 10 ifillovuak IF:?id Atelortiv.ievir S • rotAtte 3 A tAiii ; As iit Suikjilkep 1;twort . .. ATMX111 1.•qtv• • 10 L..1 iiN ititert tott; as A_ I -- •14?: — t 1 - lc 0 1..t_. s . -„,..... , .. , .1.7. -,, 1 I• , 1 U AI 7.0,...., ... , ....... ,..• s k . •-••, 1 A 51,C.% .3 rl< 1 fea,' 15.11•••• L 4.16°VD t4 ' u'-:6 LO aUrAtStrifIPSEMA°<•) lili ...e, •,., ....... ,,F) 3.17 Mr• 1 I L. 1. \'' .1.•-'47L.,1 6\ 1\,-• • •6 , 14-- 0 MI 301••11. 11M•••• le ' ../.'••••.... ... . ' '' .,13• ...ti A , • ... /1 - - - ' ...-... ..,, ..----.-- . ... — . _,. _, . ruriN • .. ;•••.* 'N \ / ,111 1 S17?EU ..\'!,,,N . We"....,,,/ \4.;.1, rTh '''.i . • 4...//el .7/1- ...-.1 1 I1't I , 11_16 v 6•\:, so) .,,,' .,„ is`NI1 - ‘i-%74.\ . ....,,,:?..l .„,,, \ •---) •Pi.. P.-°41' \ \S. ' . 4- , Z---\\ 4.0.,. /..'g.• • -I - .,''.01/• ' • 1. I 1.t 1 • /: 7. // ...f . /., /./ IIP 14 ,-/'`' • • • . /-.•.. ---, i /7• • • 4 • "...., _ _ ,;, .,.-• . •.. ,, -i'oR :4 ,,,..4., ,.• It: 1,y4 ...,..-..,...„ , •111••••• . X 1 - Z. • ••/ i. - 1, . . . . . - •• tt•••••••• tilel e PI:740.1.1°4A ....) ••••....-iF r;.-.'.-.•."1 -. -1' • • C -LAI . -t 6w1-1.32.c • '2 ---'. ‘,,, 1•141 p.n. \.. f. 1 . • • • • I 'I.. • • • • - 1.71143.2011.tft. A ' ir N• --•--- gm ' \ee II t- - -t. . • .\. • y :I 14 1---- S. . /,..1 - - - . " .\- ...cf.-0 #._.. vz, aooy•0,9., / _t•.•...•.-N - •. .,) , . „\-,,,, x ill. . . . . ,. .k„ I 11M.s.. I 1-1•7 " • 1 I \ N ti .-.' " " " • b • \ " •••• •-- --1 , • -\ ., i,t - ... . . . • • • • 7i • • • • \ •• I \CN,. i• .1.. . .:.:...:N... ....7.. ...... ......i,,I. ..... ,„, ,.............., _ N aiiirir V 510.71 N arm,..W • 44 ' I 182.02' ...... ..X.11.1 BAYBROOK 1PROFESSIONAI., PARK 911 1 I TOTAL AREA OF PARCEL .•^ate~��f- �'J)470 .a -- �� _•� .,I•t$'•.,`y' •, r _ • :�' lb: ? .. / ';. `. ti.-........ ',Imo b I ,' • ;V tr.:`. LOCATION PLAN S CONSISTENT WITH THEZONING INFORMATION: . ZONING PROPERTY IS LOCATED OF THE TOWN OF QUEENSBURY ZONE — PROFESSIONAL OFFICE MIN. LOT SIZE — 20.000 SQ. FT. SCHOOL DISTRICT QUEENSBURY UNIONNION RON ROD MARKERS TO BE SET AT MN. LOT WIDTH — 80 FT. i and ;ORNER CR CHANGE OF DIRECTION. MAX. HEIGHT OF BUILDING 40 FT. SETBACK REQUIREMENTS LOT GRADING SHALL CONFORMTHE QUEENSBURY CEI TO FRONT -- 50 FT. FIRE PROTECTION Dl: 83-25 OF THE SUBDIVISION SIDE 20 FT• IS OF THE TOWN OF QUEENSBURY REAR - 20.FT. ARD APPROVAL TATER DEPARTMENT APPROVAL !UGH Ali N ThISE LAN. M PsTAucT� ]n er Authority o IRO ) Adopted 2002 SYSTEM-A COPT ON Aping Board of aVIONK CHANGES asNW WV I p.eei bury. Nel Yorlc. APIPROVF.D sr'ME Chairman C I If 3 Jo a PROJECTb �o cr ORWWAY 18•• Lffl f AY O BAYBROOK PR0FE6610NAL PAW 9S 9i1TSlltl — -- PRaExn uxE +or 4 BArflOV PP7Es:n'x PAPo[ PRCPOY➢HNIOICV W/L{ WA4AilOM (�—� —.� PPW04D WAIEfl \ —vim PROPOSED 5INIT.V9T YM£A — PRWOffp 9t0.9Y SEM91 O \ PR�OSEp YAl.. ix ,.surcvm+ rsis�il� PPtl LATA s IA = WAiEA vutE BAYBROdC .R .D elnol 8 PROFESSIONAL HX AW ',IA PROPOs[O xmR wT PAW �F PPCPJSFp IJOyi Pp£ - pwosm WiOFMU. PflGP09D W NM U. iFHtE — J PRCp03D WAIFA YANQ arc. . PRWOSF➢ Ilrllltt MErvtll I / +v wrw ltrluuw +x xxow vruy m wwxup 9S 9i1TSlltl as +or 4 BArflOV PP7Es:n'x PAPo[ mm emrt +ew> (ruowrt« aarzl varaK""0 «a urrar w PWIW PA ..'W �AIAAPPA ix ,.surcvm+ rsis�il� 4:¢n xw, �X^b+'+ F'+�)W xoosr�.gr��orz .u�� 1 Ea:nr•X+mr rm xre wmaAntW. waM1'� mrX.-mwrs arc. e,v../.Ic Pmx +v wrw ltrluuw +x xxow vruy m wwxup - LatLUO.I a..xw mm er x owu. mIM/an/ / A ro ra nnwmr a¢s `oiwwu "mmw°sixsvu"^i ex A. sm mo uw.0 µ.11,1a =TPPN,. 1 Ee 5Ld e \I �vvw �c�oro-� awO�g x i to i amIA / i' \ � A 3:k \ 1\ \ I QUC llcaw4 \ V�'1L Swmu a Ass w x1oC � O �Iue IM.J rm�Blax . s.m u.v. as PWIW PA ..'W �AIAAPPA �. 4:¢n xw, �X^b+'+ F'+�)W Ea:nr•X+mr . � vv waM1'� WAP AAP PWA 11, P.0 P.*x.•xe.v 1�1- m+Pv - u xPvmvd .� x ewwmx/a LatLUO.I a..xw mm er x owu. mIM/an/ +e Nvxn.�i .w.mwnwnn w qa/ary/edsn. 3 • Stlem� 9d aemem wnr'na u.a. u,aeo qd " PPI TW PAP 0� ¢ IP PAaPAW u'AS :u AW p[xvEpw4 P[' APPLICdNT/DEVELOPcR: E .ERHOR•I.'aEBIpENTl4 IIOI.pINS,LP. 5C 536 B 4T POGD, &LITE l WEEN98+IRT, NY I]�6 nN� nR WCHARp SCHEFItERHOR•I WILLOWS ADULT LIVING CENTER SITE & UTIUTY PLAN 1�R PFAC LACXRIIAV-b PNC wUNE PflCPOSED XANCICM . MIN9n. —� IN. WAiFA w�..re.00� Pm®a. rr PflgM3'➢ SM Tmy — PPCPD9E0 SRIpY YXfA 7 `"� / BAYBROOK BAYBROGK Przor-E551a.A� FR ESSIQAL� PAW Wim/ PNC wUNE PflCPOSED XANCICM . MIN9n. —� IN. WAiFA w�..re.00� Pm®a. rr PflgM3'➢ SM Tmy — PPCPD9E0 SRIpY YXfA • PRNOgO MANH0.E PNCPUSfO WiOI BA9N `"� / PNaP WAIEO vuvE BAYBROGK PflM=SEO x ftlT BECfA FR ESSIQAL� PflCFCFO KWRmi AY PAW ✓F PflEPOSED UWiPftE / - PNCPOSFD VHOEACflNX -�-� PPCPoBED OINK UWt RNCE _J PNOg4D wA1FA YXNCE I® PPCPOSFD unum moNa uru e-sm un'sr`Nm°na.mrr v` mn art nAnma ocmui w�..re.00� Pm®a. rr uw� m uwmr xx«X �Nora 6naelp>wviY 0oFOf6NY1N iNpcR N �u4MW mnM �0i u1WJ�Im T. Au9e�avW e-sm un'sr`Nm°na.mrr v` mn rnx.- n mnrc ass Xu/�c Prew1¢ m •m pwoxo ss xwo-r arol srz aNawa jA�w srvimn-.�ewaemv,u N rNEmPnoiER 9rE� LE�46G SsaLL�iuSrML ♦ #MIX —}.— I I I / e P ADULT LIVING CENTER 1 SITE & UTILITY PLAN P ARON EODAAONb SITE LOCATION MAP / t --•m ~ 7 4x i + OR/LEWA Yp'9`"�, /I` ate✓' ��fMYY£WAY -OR/Y£WAY 'A", 'D� �flFAI iue�Iaub+* n ue 5AYOOK �'0A PROFE5510 AL PAW 9S Yf1T5TO PRC TY IIXE PPf805F➢ NN1gCM W.LLX TW19TM �-� .— PPOPOYV W1TA n — pflCPOY➢ SPNITMY YM£A pRCP04T SrORN EEWET J \ - PR�p5E0 ao�m un'u"'msa we b� u,rrou PmrcnPlrE arralnm ix rwsPr.uew PRTP05E0 WAM Vk9 a PXLPo4D vKVE S GK THR' PAWOYV TMRusT aaIX 5Y i PRCFE550NAL i pflwos.0 XroflMIT PAW +u PflTPogn ucxr P6E / - %1CPOY➢ IINCFffmPllX J PPWOY➢ WNX 11M fT110E ._ _ PflCPVt9 WXIEP MANCE // 1® PRWOSEO 961 ---- PRCPoSEV VTt1TI TIEHOI / / ,m srrsa Ixuuuw �a xxuw a^r¢y 9S Yf1T5TO IT. twuPxaw, =ww ulurcs ao�m un'u"'msa we b� u,rrou PmrcnPlrE arralnm ix rwsPr.uew ea'xa � v��a,txo,ou./rtl s,exot % aPme ve,e-,-»,t �m wumm a -t nITssxw nom�PPrcAi mrv.� wn n uxaM ass vu./ae P.wixs ,m srrsa Ixuuuw �a xxuw a^r¢y / M m me PxPrcr c°ssoi ¢ yu v 1 P °su`i 1. "aeTai 51" >s .i9aPrzA v� w �� x/01• aPxFFAwGLr.4 -N,G) :.w. ll, bT, Aµ¢�i P�[xti{p nM. 1p ZKS2 --------------- \`\ ♦� =4a f NEW qq RI C uc MING A" up / J F •IIIxF At+\ / , \ � 1 1 r, � •P..w� `" Pte: � • C / /^ ,: ro.P*lu/ / �• / / ^J • l� ( - (r MEADOIIiBROLYC /� wx,ix APARTMENT5 a / sePvrm .wuu.r e. . ml n.TT owu "" C •� --y /�/',//////l �J �0 (� ^\\�% / xoaA Aso, VT ��MLOT 6 • / wm� w�e�mmms sv�ux r wive vii . ,xc as • A\ _ / // // f!J � wxvunm�uxo wa urian � _ h" _ _ _ //// \ APP A TME OP R: • �v `\ 5'h 5AAT FX WITE ENTWL MCLDIKa. LP. \`l \ � • \ / AM. MR WCHA� 6GHEId1EFHOfW SIL Somy & Amm 1J®! � 9JfAYd! . INOM1Al�9 r vm+Paa+Nn wa �.w XY. Inm Pwc ,o P a Wa sslw WILLOWS ADULT LIVING CENTER SITE & UTILITY PLAN Willows Adult Living Center - The Cottages Lot 8, Baybrook Professional Park 44 Willowbrook Road Building Permit No. Building Number 4 units per building 2006-228 1 30 ( 3 f1 e( 2006-229 2 572).5— 3' 7 2006-230 3 2006-231 4 3 3/3--- 2006-232 ,5 -2006-232 5 3o-- 2006-233 o--2006-233 6 ,11 / 3.-z5"----3 2006-234 7 •,4 0 5c( 2006-235 8 ? April 26, 2006 Town of Queensbury Building & Codes Office (AINIul C Zm°D`� x w A Z O 0 0 z G3m9�Z M m m �: -D NUNN 5 5 5 Bo � C11 , — O, r: A A o 0 0 m v v O A A M T o o 0 z U)o p m m m Z z Z c) c) c) o z z z 9 x M m m o 0 0 KKK zzz (AINIul ZAC) X C Zm°D`� A. �< mAg� Z O 0 0 z G3m9�Z cn IDDW X00 �: -D NUNN Bo � C11 , — O, r: ZAC) X C Zm°D`� A. �< mAg� Z O 0 0 z G3m9�Z cn IDDW X00 �: -D PU y Om C D O O M 2 L O x z C y m of z z y gzj m -I tmn f*1 N T• -° :° m O Z U Z D n m I z ADC N rn tb� m O x0c M N O mr1l II-- o N ; I rn on� cn ; m ? m -I Z M Z '0 O O N to O Z � � I*Zl 0 co °o 0 cu yam m Aa I A t�r� -➢ .. 0 r 1Y' r YryM. P `0 z � OX 0 Z2oo� v 1 N J! �� X O � "zzzz'z���' � Co�, V OD b) Znyy Z FN}Q°i,(A Oro I p Ymm D n q 222 ' m v0 rn C 4.a.o 0) io O 24 19 28 0 Z I I 1 O N fo O z z ° v -i uric Z I U -u -a M -O -O 'D -O -0 'O 't0 00000000000000 O i -V TJ -VM-0MM-u-9-u-0-O -O Z.' 00000000000000 rr• U) (n U) (1) V) (1) U) U) (J) U) U) U) U) U) x r*rMMMMmmmmrnMMM M — 00000 0000000/0 0 -C ->:rza �Db>-inD a z Z."iM- y�MS=x-."f1 0 fr (— 0 -o z ( c) Mzxzm ol3'v>i{� rT1 X) r -q 0 Mz x z M 0 z z N 0 z - nmuj , 11 I 7C�0 ( I� S 2 b n :R I NGti sog�n: e��r � .`• 3LY).Lf.00Sm _ M ,Lfoo'V \ g9we ,Z9'L9 t r b�fts 30t tiq S N D �o Ym n A o m ri nvti � 'q rq ` - M Lr �p�N7f \ Y �tiIW �9'b u8��n p's w1 (4 � - m QzE b 60'96 i M.5*,1[WN Ap rip C> oS 48� �tiBN Y8� .ti w $ i eP` �I�O ' •�'avoa S'll-'� 4 0 /^ c R or Z g DAm� \ Z I \ ;o/ E `N153T59" / mon Fri O� \�- \ \ ��o �`"'rr••..,.,,�114.�5' \ Ns. L. I D o Z Z '1'00"E 282.87?n(/Im ml'Al O mD<m m \k u �.-12' HDPE oo e° M - sr sr sr sToz'^ 00.F o o.sozcz ^m!�`rps' NQ 4 k °'I 1 w 412�NzoN i �r cps\ y "1y NO. ?�' NQ 3 ��ar� s,�i n m ^ J 2 S r Qi n / r ZO D -Hlr� 'V Ol 1 r4,/ m0�� X1`6 rr�TInd-_+D /� r s /lvZ A `E/�_^��11/',j_� r�+,IFT07i �z I v - nz�\ 'gym�'.>• / // J/I// V� 'F „/ i f 6.25 O , m = N o ' --c - - ^ S / GES �. <,D i''� b x D n a \ v/ COTTAGES/= i \ tK//FF Np\— =�,a i'z hn'-'s� __. l�O .a✓ , I,� I .. ,� �L � c. -u '::. � fF I�W I P Y / ''..:� :.:,.m.:."+c-':,,r w....'=, -'t'` akirsa.r%.-r..-r,.swiw•u�':i,:..>:,"i'c•;; ^, chi�,rv,a, 2 18 rn z � m z o -,`:; _ "- _ •.. - CA * �r ,. ._.._..�::`� \ r- /.. 8 .,.. >// ,.IQ w_ "),00 to O om ._ rY-c r -t .: i y.� �. v -: :. � 2222 �}Go'1<J :-:.:_ :-_ L - .� ,/ ... � - ,- _ •-- - _ n G'i,.,;: -4— > -� �. Aa VNNVA b u to 6 Ss _ 55 o c / )1'A / ,� Sf_ SDR -35 IR 00*1 \ ��<y o �`�v Mg2� 2w `s I• rJ SPACES A £ xOSv ossa M \ q'3, L=•. D sr ST 15' HONE y ISLE O 0. SOX #� —sr \ �,r ! \ \\� $ �'N\ .-: �yM.� M ®� _ \ � v �,_�-- - �_�— id� � I s3C7✓dS II 4'� �n� .�4„\ �.�H' � •p �, 9 Vii`. \ � / ----•' n y �S, g ��A ON ,6 ® \ � 4 � �� �� O•L\ 2\ YQ�' 'ONODtZ SM 18 �•nl { cn \ I N 00 AE 00 F F ci cv+o a38 400 F \ Fv F F � \ \ � ® •/ � c� �,�� � 9`'b9 $� \ ;w'v'sr s L6/la � � '� ° °j• 2 4, 3.1'. � I � / L\ �\ �\\\ � J\CJS\ \`�� \ V✓ ��'V%%% j ffj/'�}/ V Vh 9_ V. F � F F F ➢I� i � % I /�`�\`''\�'�r\�?�\\\Y R, .. ✓ 4, W N) Q V /- 2 i r;., O +I Z K F >IU) I' nQy�O.. � l\\\�� 1l \ / �y.WI k �/ ,L'6 ��,Vfl ZVt°Pir� Q vr5 9 P . n I I ' o pp� I rn 1 I:i} \�\`-�� �`T�\` \w 12' HOPE S39 v _ I+z4 Iq 05.a �3dON .ZI /Ss opf - yE 15 wB• 1 MI y.tl X\'_`" - _-_- I: •: ® o d a A f d cn IDDW o=. Bo � I 2 9r s - O, r: A c� 0 5z % el G \\\�N\\\ y� :cCcJI - --314--_ It 01'OL+L ��'C•c`\ \\C \\\ �* y �.. i • ` F ! 1 /' N. 11 ®1 A\ \\\.\`��\\\� _•4W. .` CJI$ INN ...:._.. -.,...N. ... t•�.+wa 'C "' �` �.�''^t`C�`� 4 - .. :. ° _. - q I fl vvO• _ �,- \\\ N 4'9` 69It \ {ytS+f a \r� 1111 1L g g xos o o 4799jj 3doH a) v In ,awe i \ \ ,"H>;.x It ', -to .r \ 2gn �" F j/ / to ZEA M z rsm� 1 \ Ls CCCUUU a•�y F / Ej F �j <. \ I / + f I e-D.I.P. 6 11 g8 z n A g pp 10loe cl .AA\5�,(� tm or"En m� wz 6. im�y A Jr 01 t g o o oo 14 60 y m ` $9Z N� o N \ \ a /N. 0 m O d W I m \ ➢ i 1 / I _ r I O u -I , \ j a Jos _ , \ ,rq AD R / i 3 cu ( ( _ N6 I §§ C -tIt —,C D ul N D k z �P'1 .. M M U C) ID O f IT w - - Z O D ' � P OD m m D O I N ,`�,. f+l to vl -' :° O v pp _ Z r x c _q - U/ M y 2 S D m ri Vl D D D C O p _ N_ y E: I`I •• -Q O. Z !n n <iZ om A nD 1�r U U O 3 C NOW ° a (L O O i O N N_ r' .S ➢,=D cm "� Sr�* = - ->um Doom r m � _ 3 io 0 o o m c D m: n . art ° -t 9 1 omro�1 -°zmm {�Am 't zz D u I I r't o m Tm afD ren n ° rn D m %` z 70 fTl n n m z m m } 'c ';a m�n p0� xD�m 3332 n o 0 0 nm 9 rn m oc c m- Mmrm ro m m o o Nom° m 0 y _ av 0-,. c x z m D z Z Z(nO A jAom Z➢m 1710 �1y= w o y vi rn [n Z N amO mmo D 0 o ii l Oam a .° w _Nw ^ O O12) ` t (� U Nz m O AS Oma �J o aa3 ° ° fr ° o ° f Do O Z zr*tm �l 3 m '.x x x - m s .r aov I� oN II II II N z n r*1 .Y{ -° R� c O O -1 -, °Y D o o t�TA1 o m to m m° m it o rn - I • " o y1y� Z LO ©Y O (53 TO m D-00 rmA O'D ml �)m ZI m O .cc)000 o O O .. C _ a CL (� �� � m � W..00 N Ir�,N o Y -� .� �1 N Z .Z] Z A rrt r- D O O (� -I n.. O O 3 m p NCO O] O (n I� m �, l N ! Z' 00 z 0 fTGI -<.z' > r" O C{ � L'i N ,o ro ,O � c c c• )' v D v D -o cn o .,� �I W o � �J. �4 C '(7� m x z m r ° t D° 1 0 D O o i ❑° O >> a _ 3 k i t' I v m m z�l D D >> y tJ III (A I O n0 { �� fi < m z c° n n .� M N o -°m N- rD o aaaa m rn ,a o II m n I In A to 0 Z m m V Ong vN)�vV) GD)�0 n V)Z�F X \� m II )°c °r. �h o`< Qio. m �o ' ,% r A. to >zOO m r-01, + z -iD z; Dov 3 0 sRi M x ND oZ1, mm rqOOD C c-0000 ro �.=,m A �N O d -fM cvmZ ,vim Z D m4 �d o >>>� a II II o0 0° ro° D --.1 0 -1 z<<l r�Z D�T1_A <=(mil A➢�m3 ,o w % %'y o -^•� aN c)m oo fT1D� ry v 06C O�mOe. ro x m o (d -- G)O 00 r.0 = o II " X rri r • «Jm mADO -q D0 �+ II NNS.'. U3i NL' J J p�.ro O Z \ . A ASA x azo �• q0 II II II o m oro m lu m 0 3 0 1 SjF�W rrt:lO.ti -vix Md m D�Arc*1 13'P�'�m ° w� 0 0 0 N o 0 0 j \` _ 1pSiFrK ON DNo0 0c: 1NKzi m o�O000 00 oc U .3O O Y In O O -uNm mr Z r1N.. O o 010000 rD? Com' 3 C c: Z �8 _ O W O A l m D C) W •. o t0 i0 ,O t° 0 £ :. O Y-5 p' <C coO WCto c::. O \jO O OO2. xx % v N,..{ N ( R < Nl r -( C -i O < a v rrrwmwmmra•rw rrrrorrmmrrrr rr rsrru�rrrrmrrr®rrrr ` o �, �dma8 0 m o o m z ao v Q N N rrr.r�. S06151_�ror 287.88' 'rl p L4 to Z jIrl 1 z N D -. C tCi Cry N ou g. �P�$ InoOO Ap� mzmmal _ - FF I I I I 1 O m,. I i N UIZ-1 JO O ; m - (n 000 A 0 Lu On Z-^ Z Z N0 - O 0 ro - O O r