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2006-235
p .�� TOWN OF QUEENSBURY A 742 Bay RoadQucensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060235 Date Issued: Wednesday, September 19, 2007 This is to certify that work requested to be done as shown by Permit Number P20060235 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 property owner of the responsibility for compliance with Site Plan, Variance, or (-3J/i/jil / - other issues and conditions as a result of approvals by the Planning Board orce Director of Building&Code En rct or Zoning Board of Appeals. TOWN OF QUEENSBURY (EL 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060235 Application Number. A20060235 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 QueensburyZoning Ordinance. Tpe of Construction Value Owner Address: WILLOWS SENIOR RESIDENCES,] Apartments $140,000.00 536 BAY Rd Suite 2 Total value $140,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency SCHERMERHORN RESIDENTIAL HOLD 536 BAY Rd Suite 2 QUEENSBURY,NY 12804-0000 Plans&Specifications BP 2006-235 Building No. 8, 4 Apartments Building No. 8 size: 3,940 sq. ft. (one floor only) Apartment Numbers: 329, 330, 331, 332 Willows Adult Living Center-The Cottages 44 Willowbrook Road, Lot 8 Baybrook Professional Park $551.60 PERMT FEE PAID- THIS PERMT 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 Queensbury before the expiration date.) Dated at the Town Que b 4W ay 24,2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement • OFFICE USE ONLY TAX MAP NO. PERMIT NO. FEES: PERMIT 0A--- RECREATION ri) ENGINEERING 5151. (!L`v (If applicable) 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. S[�/7� �/J l APPLICANT/BUILDER: tl4OWNER: (-5/9/7//g- ADDRESS: WNER: /9/C'� ADDRESS: 5C 8/11 aj717 ADDRESS: ��/1/6- PHONE NOS. 718- 0674/ PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:, /yPHONE:36/-27-2.5.-- LOCATION 6f 2,�.5.--LOCATION OF PROPERTY: q(71/1-4A2-qt/ - F/f 6e2,0 , .c? AkegalMr SUBDIVISION NAME: 7 I Ci� _' W//Z ,i—P‘, - (//) C- ri PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z cc oO a C1 EL o7 PROJECT O O J O Lu o w ori IL w ¢ 0 0 z_ Z < < :- a Z., U) Ori F—O0 � a = ss SINGLE FAMILY TWO-FAMILY �1'P7 MULTI-FAMILY 1' g / (NO.of UNITS 3/cjcs� / �`We, 3 .x'-33 'c7" `f TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: lotie),otop FUEL TYPE: HEAT TYPE: 61 *HOW MANY FIREPLACE(S): 0 AND/OR WOODSTOVES(S): 6 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 ElTown 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 and agree to the above. Signed ` l/ g_GOL., 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 codes(caqueensbumnet VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net _ • Town of Queensbury • Community Deveiopntent Office • 742 Bay Road, ' Queensbury, NY 12804 /0-/d-fir) Foundation Inspection Report Office No. (518) 761-8256 Date Ins �'yon .. .est received: Queensbury Building&Code Enforcement Arrive: /lJ pr1 Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: I NAME: ll—� PERMIT#><: LOCATIONde ff bk J iir a-h.4 INSPECT O : ;,J • �, TYPE OF STRUCTURE: , %� Ol H 7 i A ,I. Comments Y N / N/A ootings Piers Monolithic Slab Reinforcement in Place Li L L- 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 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 Insp tipn request received: Queensbury Building&Code Enforcement Arrive: , tit(am/pmv Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials: NAME: �L-kpielAkC- L)xPERMIT#: LOCATION: (AI LOW INSPECT ON: loAz/4 TYPE OF STRUCTURE: 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 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 Foundation Inspection Report Office No. (518) 761-8256 Date I ction equest received: Queensbury Building&Code Enforcement Arrive: ((im/Ott K Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's Initials: V NAME: 5c:b-te-fi21k, v,2A-) PERMIT#: C '�i --73 5— LOCATION: LC'i (,6c,S 0 2 , INSPECT ON: ,/51c6 TYPE OF STRUCTURE: 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 ill// 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 (,/fir) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 0 D 06' Queensbury Building&Code Enforcement Arrive: /1-0//am/pm `� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 6 Z3 tji. ) 1 ov-5 4. NAME: PERMIT#: LOCATION: o `, __PAM /IINSPECT ON: UG TYPE OF STRUCTURE: j� \\ B , Comments M j42y( 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 t� Reinforcement in Place /Q( /2L4- Footing Dowels or Keyway in place (~I 1, fj Foundation Dampproofmg Vr (( a� Foundation Waterproofing O&I ,cw.� M 4 Ai/ Footing Drain Daylight or Sump -4/ -foul(we) 66,, 4 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\Founda ion Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C 10 :co') /L; ; ( / /OA/O6 Rough Plumbing / Insu ation Inspection Report Office No. (518) 761-8256 Date Inspection reques - - -4: Queensbury Building & Code Enforcement Arrive: . . a 1• �/ D='art: 12;/-10 a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: E 1/I0OS ' ' IT #: 66 -235 LOCATION: F� INSPECT ON: t 0 -G -Up TYPE OF STRU RE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ater Supply Piping C\)/ Air / Head 50 P.S.I for 15 minutes Insulation)Residential Checlf/ 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: FD Fov►J t3(LTi(:)13 \ ��1g "1 G1.� A��v o W. C?T6C--41 \A__ \VS _0\ __S7, A _L_, )7-E6 L:\Pam Whiting\Building&Codes\1nspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 tindkee-53/47 /2_/6 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r-.'uest received: Queensbury Building&Code Enforcement Arrive: `. ::�,i� ii _Depart: .it 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. • NAME: WI O ,2 PERMIT#: t -2 3 � LOCATION: $- !1r 'INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers - —_- MonoIithic 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 6 mil poly for wet areas under slab Backfill-Approval C Plumbing Under SlabY1 .�SJ �- TEST OV� 40 _r PVC) Past/Copper Foundation Insulation Interior/Exterior �_, 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 00) /-0 7-7c/oRsbh-y Foundation Inspection Report Office No. (518)761-8256 Date Inspection)equest received: Queensbury Building&Code Enforcement Arrive: ` ;t' am/p / Depart: ' " 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: NAME: _5 0G PERMIT#: (20 LOCATION: ,/ L� - • I i aW /On INSPECT ON: J 1- " 7- 1-)te TYPE OF STRUCTURE: 1 r 3 \ 1 ) Comments f� Y' N N/A Footings ,y Piers N. Monolithic Slab \.J Reinorcement 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 Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: S� 12 inch width V 6 inches above footing 6 mil poly for wet areas under slab `/, Backfill Approval Plumbing Under Slab VC/Cast/Copper (117t �• Foundation Insulation Interior/Extexior R- 1. -` Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM /c . l //7707- Framing 9107.Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re•. - • Queensbury Building&Code Enforcement Arrive: = ,1, . r a• .• •. 742 Bay Road, Queensbury,NY 12804 Inspector's I J� NAME: l W__I J tI it)G�S . PERMIT#: �;s LOCATION: �W k) aw iijrk INSPECT ON: TYPE OF STRUCTURE: 9,i311A)0‘ Y N NIA 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 '/s(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses / 1 ,Anehor-Bolt&6-�ft.or less, center / Ice and water shield 24 inc s from wall ire i n 1, , 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request - -: Queensbury Building & Code Enforcement Arrive: �D a ,,• -pa : :: an1/ ... 742 Bay Road, Queensbury, NY 12804 Inspector's Initia �A . NAME: n11, cN1 U____ `� PERU ' #: 06-2c_S-- LOCATION: I LA .� 7.71law NSPECT ON: -- --b TYPE OF STRUCTURE: Y N/A Rough Plumbing / N.' Plates " ' '• -- ents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum • , Cleanout every 100 feet / change of direction Pressure T st ra ent A' ead P.S.I. or 10 ft. above highest connection for 15 minutes /1/4./ //// Pressure Test Supply Piping ' / Head 0 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\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 - 4 77 o/ 546frti Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r-que : eive,. Queensbury Building&Code Enforcement Arrive:;;,F0: �� D •art: -i, a e 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: / _ i NAME: 1 __ • IR _ > PERMIT ii: AP --, 11 LOCATION: _ KWIC�'oa - INSPECT ON: -7 y� TYPE OF STRUCTURE: \ 13RE_c tt,0 � \ ' -) Y N N/A Framing COMMENTS s 22"x 30"minimum Jack Studs/Headers Bracing/Bridging I/ Joist hangers Jack Posts/Main Beams �/ j Exterior sheeting nailed properly 12"O.C. j Headroom 6 ft. 8 in. 1 p'"--_ ` \ J f- Stairwells 36 in.or more Y-- \ 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 Ice and water shield 24 inches from wall Firseparation 1, 2, 3 hour ire wall 2, 3,4 hour ---\---Firestopping Penetration sealed 16 inch insulation in cavity mm . g?--‘,. I � p � Garage Fire Separation C� House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X r 1�- ` o' --V--K➢ Ceiling/wall _ Windows Habitable Space/Bedrooms 1��\V - \----\— F7L €�L,K 24 in. (H) i g\--\) M2._ ._ —Wt� \cv t 20 in.(W) 5.7 sf above/below grade 5.0 sf grade 1,264_41)2J /0--(„9-/‘)x._ Rough Plumbing / Insulation Insilection Report Office No. (518) 761-8256 Date Inspection request received: // Cr" Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: e NAME: f .i✓r � PERMIT #: 0 3 S LOCATION: 4 t f 1// = i - INSPECT ON: -7///Ar7 TYPE OF STRUCTURE: l31g, Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head • 5 minutes q2s(511=sidential Check/ Commercial Check _ Proper v6nt, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: c-<. — 3,2) L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 ---F// --/- 3 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. i2 -2-35 Town of Queensbury 742 Bay Road 9 /f/97 Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-8206 Business Name: Id/ ._ AO ,/,j; hp `s Fax: (518) 745-4437 Location: 4J/ A AMI Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge ) AISLESi to J/ Main Aisle Width X.; Secondary Aisle Width ' EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms X TRUSS ID SIGNAGE EMERGENCY LIGHTING X FIRE EXTINGUISHER: -V; ----cN� 1 Hung `� Inspection of extinguisher L C T , FIRE ALARM SYSTEM Ct _„QI Fan Shutdown X Fire Sprinkler System A' Fire Suppression-kitchen ic Fire Suppression-Gas Islan Generator Hood Installation 4 F1f�MAf (fl '-•0,- ,-. :4410 , r GQ acid Wirl Elevator A Elu g S °e a Interior Finishes Storage Compressed Gas 1 S�. ' :r �7 Clearance to Sprinklers Clearance to Electrical VI Mt Electric Wiring Enclosed/Labeled . at Combustible Waste V Fire M• Vehicle Impact Protection X Ti i of Iw8et1SbU Knox Box ,k F.D.Signage-Utility Rooms No Smoking Signs k Maximum Occupancy Sign . Emergency Evacuation Plan 4 Approved (If no other approvals apply,the B&C Office will issu: - Ce ificate of Occupancy) o Denied / call for Recheck Inspected By: k& 4 L:\FireMarshal\New Folder\permitto occupyform.doc „ ,-- 1 _ - 5 Queensbury Building & Code Enforcement - Resi s - tial Final Inspection �”, Office No.(518)761-8256Q� 0 Arrive: V#17' aAll: D art: t 16 a pm Date Inspection request received: / 7 7 Inspector s Imtials pa NAME: Xi1"•-'7-f'i". 'Ir.-Aof/) n- 95. ii.hit e9CPE:0 IT#: 3S LOCATION: ' 6 r-♦ y U GJ $ D /E: TYPE OF STRUCTURE: Comments Y_/ No N/A Building Number/Address visible from road . y Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches ii Roof Complete/Exterior Finish Complete Platform at all exterior doors J Guards at stairs,decks,patios more than 30 inches above grade 4 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 D99tectors: / Every level: ,/ Every Bedroory�r ,/ / Outside every bedroom ea: ,/ I ✓ Inter Connected: .,/ Battery backup: Carbon Monoxide Detector J/ 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 f ./ Bathroom Fans,if no window Plumbing fixtures 7 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 1 Oil Furnace shut-off at entrance to furnace area / ./ Furnace/Hot Water Heater operating 7 Low water shut-off boiler / Relief Valve(s)installed/Heat Trap/Water Temp 110 ✓ f Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum J/ Basement stairs closed rise>4 inches J Garage Floor Pitched J! Garage fireproofmg/3/4 hour fire door/door closer7 ,/ 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 y Site Plan /Variance required ` Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/ ermanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc ss' PROJECT L OCA 77ON MICHAEL & ELIZABETH 0?IE]L JOHN k MT.YA HUGHES. CHARLES B GLORIA JARVIS _ ®®® oom mom o® -___-___ ®®® o®memo© mmo m=•ss ®®o m®o ®mo I�.o-arm e>ro •a -- al m ®®al moo mo m®® mm® ®® ® ea .nm omsa _ �It m ®�. 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(TOTAL) / . 1 'Q� ta' JJvdJr 1 o t V' LP \ \ ENCLOSED DUMPS ^�EW �� 2 IN V_ N ... ....... p ... rr Y4 x :. 8 "• Z 1 � E� =37 e • LP is -DRI VEWA Y A I rr �� _ RVV OUT-AJ6 DR/VE-WAY D evv OUT -30a s F It��\ ti E$1 FOREBAY ,aW.l o+(."T 15' HDPE - t0 S°A(:ES D 16Ks.3LKf0 ' D=7973'0.7 ' 18\ o.. > LLQ, 078.41-15'E R -5a 00' \\\ p y ?C \ m •.,,_ �=0770'05' I a X66' L-69.13' '.�\\\ \ 745 O s. 1� / y'o C'ti I /NS7ALL 6, ESZ y,r ��]� m \ 1 R=11200 1 w LOIA �9. 2" _. I I .......'.:.'.: ... f AM' rN1�30&10 \ ,.. OD WALK:'::::::..... �K FEENc� \ \\ 1 L=14.34 1 a s-1? NOPE Sr rF=3fZ50 1 2® m J7Y58 e 1 - \.-\::' s, �/ I sr Nv-J aa� 11 i 0525&25 E 52.08 1 4 h SELF O 0.63 \ h N� '.-. S G'GNC. LP N08TA0'26 £ /� _70&0'49' 1209' 56.E N897Y5YE JJ.97' R=5&00' MI � 12 HDPE T ... TF=J7. 08 'L •' y w w \ \ L-71.55' "` SITKF O 0.50! 1 fNV .Wx.599.6J yj .. .... T-�® I^ C rNSrALL 15' o. C618 q ZS I IN IXiT•IJO9. B .. {b�. •N ::. :.':::. ... • ." ® ^ `1 I SPK,YG GATE f // ',R -J700' 2&. �+ ti TFa31ZT0 ry� I \ c _ By dl FF LLL iBCVOUKF`283f' it f 1 n; o=22zas'4d• DRIVEDRIVEc=4o s7' Y C N6772'10 2767' �.. r / • =2JYJ5'OY_111I R=6200' R 20,_ Se, 1.58815' 3TAL; NB9'7; ST: (TOTAL) DRI VEWA Y rrG„ o=22175'43' A! o• R=27"00' m L=10.41' LERLL aQALI1 - I QQ / i MH -8 RIM=312.96 INV. IN=306.16 INV. OUT=306.06 / vv.-J7a2o LP J 1 „ - •�- 18 81309.IX7 37,8• \�� 1:.� :•'•I Y�+a2. -s x + :'::::.' \Coo <co \� /��� / ` \ \ ` ✓ /yoe� '� a / N `\\ � • . h ...:.. 1 6' D./.P. CL455 57 P i8 �\`'c';Qc 8 ws a �,0� fq ••r::. �s��tq \ �� '`O / ' /� / � � �\i\_ _r=J1zso i s 0 � ro � \� '.;'.'.I :.: :•:' O dlfT++ VALVE / � ig \ ^Cf1 ti Fit. /� (97 / b II U / / /•/' � � //N// 1 err : �:::::.. 2 1er ri.. g \O O a.1r \ ®a5Dx / L _ /r' \'>,\ _ \\ s SN y 9AF u /NSTALL CUID£RA/L\ \ ,/P m ,r 'e \ La \ \\\ 8; • ..... ....... > ®/:: 7:'::'t:'::.f 1 15' NDoi J/sP LP -+-�• (SEE DETAIL) 1 / \ �R'35 G gB w 1 F'00.5D :':.,P NHfA "5'i•s-307.40 ., 1�: gw SS nI / �/ >4 a4 \ MM ii alop Z / \ 'jAF+•307.51 . � L ':: I¢ wv=or"�arD o ua/1 '3 •:... PA - \ / /. \ \ � • --� T. =JOLS? 5 / ROAINNG BLOCKW PROPOSED S'CLWC RIM 314.4' - > 1, i „, J SLAB AND BENCH INV OUT=305.88 / � J 'NWPJ07. E / Q: �• ® !p t°ay :v WITH 4 FT. HIDY Q�./[7 r. .r. \ ar ,r� ' 8,41 155, 0OK (S� NO E% �NV. kY 5�A4 y\4 \ r� �� c \ �'.' I, BLACK NNY FENCE `{CJ/• \Q \ _ - - \ ......... ..... .:.. .... .. :.l 8 /I �� ..:':::::..... R.zS ..�� ":. ................ / \ o Hm / LIF .� P /. � •�.\ ; " � \ -3a2 LP P� DERLECr As p /, moi/ l \• . I ARK NECESSARY / / \ O� / / ,',. /\-`.\ / OV /. 0+00 O 1 • / j�Ri\ 5 _ - 1 �''� 8 m / I 0312 I >r �37Z \ 0`6�� LP ;1",•_JJO. �ia0a' , 2+ u-..-"._� \ /./ / / .. \ ..,,n.. \ \.+,,,• I _".Y,..„,a••a••,..wr„`^^'^R""" \ .:.: '�` I e •"• \ \ rF J� 1 \ / / / / / ... ,1. a .� P.. m m PO e requires 20,000 SF + 5,000 SF/D.U. a \ 1 YV 1N= / \ PR Cr £ v, LP z5• p+ va/r 3Oz = s y \ / /' ` .1\ �, ... '_ y tlandsect Area Area = 120 ,77 EXPSn.88 Ac. / NO ASPHALT WING \ S/GN _ 9 Q 1 / / - ifEDGE 70 BE SAMW7 L \ , 4 1 \ / / - AND REMD:m,. JrVr 1 �� . O - •a y 9m •0' ,/' 1 ' . , / Net = 12.11 Ac. \ W E„ E,rsnNc mce 0� 2 = Ia , o + W nNG. ASPHALT PAYFXENT n I ./ ,/ B. !. %0' 101.50 DUs o m 3 / \ 1 \ / 12.11 Ac x 43 560 F Ac -20.000 SF. _ 5,000 SF/DU / I Ar'k'4'k I w ® o+ o ' / J'� "/'/ 's°�/ / 1 �. •� \ -i _ / Proposed Units = BO N+ SAWCUT EXI577NG r- 1 ! a- D.1. P.I'CLASS 52 i / "----•� \ PAI, ME/'J% REMOI/E & . / I w r° 1 0 \ ` 3 9 / / 1/ -� EPLACE SEE DETAIL)f m e x YY` / / / / '3 / I ` / P B/,^` 7YP o / y ,r a. PROJECT TRAFFIC GENERATION: i / ! Hro I .. a ... L x. r ` / / oel „ E$TIMAT D... P. \` ( i yy r ••.,• � �>> / / / G / I \ �;; \ Institute Traffic Engineers Trip generation manual (ITE)' COI- INRUSrS ,o / W / Dl'A' / �, 1w Proposed Development Use = Senior Citizen Apartments / I. �„ \ „• ,�"' ,� ,,, \ /i ,, ITE correspond category = Elderly Housing .m �, / 561,201 sq.ft. Attached (Code #253) and Detached (Code #251) -� ' : • f LPA t P » w / 12.88 acres ® 8x8 x8• ,APP/NG / �'- > CF- /\/ �-9.-- SLE CIV ID VAL"4E :'o , p �y�y//J Y �1$ TF -MJ 1 �' //// / % est=mated to enerati0n: _ 5�.\ =S Df� \/ '����� CT�SZ .rNI�30.Y45 1/ g' \ ::. / ... u}. ,r. / ':.rl :r. i/ / Elde.Jy ,attached: ",.: 1. ,Peak h.. of Generat7r UL 6 :x 45 �_ 2-53 \( CtiW7.?AC7OR TO VERIFY,, � 0� \8A y ti Q. 5? ,NAPE - 9 ii/ 7 To.00'T / = 1 / - / 4 / / P.M. Peak hr. of Generator 0.11 x48 = 5.28 \\\ SIZE AND LPSA noN OF .y J7/ gg \• /�/ j,/ EXIST7NG )YA �E7i MAN. � • • � ( L w 12 f `T////t/� ` �� d'U �, 6. p.LP. ,w9>77'T LTi /7yiiii{i///// /ii '�\////A \ / / �- �<% 1 o w r�""a////r��///((�///v///A////�'//// '/ // AfNTI ' � / /. /./' \ Elderly Detached: A.M. Peak hr- of Generator 0-45 x 32 = 14.4 \ 5 /// /// v ///// /// ////� /// , H( ,tINI 1 /' P.M. Peak hr. of Generator 0.95 x 32 = 30"4. LEGEND \ / 20 7F -X2 211 ' i / i Y; : iii / i i i/ii/ // i �W i 81 (SEE rA ��\\ �/ ti some \ ! / S //// / /iit'/ -/�7� //� ii / Vt'v`: I ( /./'/ So Es.lmoted Total: AMPeak hr. = 39.5 tris ✓t3LDG• / P.M. p // / / q //// /// // / // \ \ PROPERTY LINE � �, +� � v1 ® I' ✓ � / PROPOSED HANDICAP WALK TRANSITION \ 1 �\ to Y/ffk'Aif,�Er// } � \ � C5 �` Cl_ .�,\,.q�,\ � �/ /// ////A////yiiiii///iii// �4//// ✓ - � � `_O`�� � LP / / �Y / / i / / // i/ / / / / / //) / / / / , / / / �� 1 DETENTION / � I / W PROPOSED WATER .z- ♦♦ ti ��a,�� \ ///(/ q/a;'C//.{////./ 1' \ \ � ♦` � 'Z m. Res• // /( N T / / / / / / / / f1�-' i `��3 'I 9�� `l ///;,S iii% /v iY i/// //ii li/Las�L \II /� I ,: �'� / / ESTIMATED WATER USAGE: PROPOSED SANITARY SEWER / z-c�-�n� (/ / / / r/, / PROPOSED STORM SEWER \ t o cc�tY=� Hro / ;/ / / / /�LL� �AYBRooK / %111 Lk V 30)x0 / 4 y PROPOSED MANHOLE O s� -� �< / I /'// j 2-Story Bedroom Unit PROPOSED CATCH BASIN �R® E r�S I OVAL ' su' ♦ J o'5°gs�s" �I / l / /' �p9 2 - 2 Bedroom Units ® PROPOSED WATER VALVE PARK / ♦♦ f ~ 4 I;;;o - 12' HDPE $� / ( I PROPOSED THRUST BLOCK / s / / 4 / / Cottages - 32 Apartments at 2 Bedrooms/ea. e w >,"'"'1'` � � /� -/ CALCULATION PROPOSED HYDRANT LP Z;J' PROPOSED LIGHT POLE - - .a%'7r-J12so 5•x20' _ .4 •,, „• ,,, ,,, < ,,, ,y.•/ / / Assume that 50% of 1 bedroom apartments are occupied by 2 people. / °. !NV 30&62 LIGHT ,STONE FILL 5 ` - - - - PROPOSED UNDERDRAIN , \�' \ AT 0. CX FROM Ea' YS 1 ® - / 18 Apartments x 100 gal/day/person x 1 = 1,800 gal PROPOSED CHAIN LINK FENCE / ENCLOSED DUM157ER 18 Apartments x 100 gal/day/person x 2 3,600 gal crls3asso LPiX 2 \�� /• / 44 Apartments z 100gal/day/person z 2 = Ws ♦ 6 (SEE DETAIL) \ \ / \ / 14,200 gal ,.l /J1D P $$QQ oal PROPOSED WATER SERVICE ♦ M1 I ® \ £xsnnc 12' wD£ CRAVEL / / Water Conservation Fixtures 20 i / \ \ EMERGENCY ACCESS ROAD TO / / �® PROPOSED SIGN / I / \\\ \\�NEADONBR004APAPIMTA'Ts(THE r.. \ / / / i Estimated Daily Water Usaae = 11,360 gal - EMERGPLICNr GRA Z ROAD. INE / I Et/EROENCY G14A t2Z ROAD, SITE STATISTICS EXISTING: ADDRESS: LOT 8, BAYBROOK PROFESSIONAL PARK AREA: 12.88± AC. STREET FRONTAGE: 164.87' (WILLOWBROOK DRIVE) UTILITIES: PUBLIC WATER AND SANITARY SEWER (CONNECTION TO UTILITIES TO BE CONSTRUCTED IN WILOWBROOK DRIVE OF BAYBROOK PROFESSIONAL PARK) ZONING: PO -PROFESSIONAL OFFICE 5,000 S.F./D.U. (8.71 D.U./AC.) FRONT YARD SETBACK - 50' D SIDE & REAR YARD SETBACK - 20' T(�AX MAP DESIGNATION: 295.12-1-27.3 C 5/05/04 BUILDINGS: I - 2 STORY SENIOR CMZEN APARTMENT BUILDING - 48 APARTMENTS B 8 - FOUR UNIT SENIOR CITIZEN COTTAGES - 32 UNITS REVISED PER TOWN ENGINEER COMMENTS TOTAL - 80 UNITS DENSITY: 6.52 D.U./AC. PARKING: 120 SPACES (INCLUDING 12 HANDICAP SPACES) SITE COVERAGES: BUILDINGS - 61,534± S.F. OR 10.96% Dolecription PAVEMENT & WALKS - 81,685± S.F. OR 14.56% GREEN SPACE - 417,982± S.F. OR 74.48% REVISIONS,:..,. ♦ \ / \ \ \ INCLUDING SNOM' REVOVALJ. m m +r. ,\ a. �. .4 / X80 ♦ \ \ \ _ /•7� / �• _„,,.,-_Mw , NOTES: mss" ?09a \ \ �. _ - _ _ _ _ _ \ �J0'\/• �" -"� �` ✓ ,. -. _-.,... _ 1. ALL FIRE HYDRANTS TO BE INSTALLED TO QUEENSBURY WATER \ - - - -- \ `,r. ,,, +. m ,V\ ... I y DEPARTMENT SPECIFICATIONS AND THE REQUIRE aMENTS OF THE / / •` NATIONAL FIRE PROTECTION ASSOCIATION. THIS INCLUDES ENSURING ♦♦ / _ - - - - _ \ \ \ , , ,if/ / THAT THE CENTER OF THE STEAMER CAP IS AT LEAST 18" ABOVE „ ♦ At,ti THE FINISHED GRADE. \ \ \ >+• >� ,4 + '� ,4 / ,� y I M�ADOI,UBROOK 2. IF THE FIRE HYDRANTS ARE NOT ASSUMED BY THE QUEENSBURY WATER DEPARTMENT, ALL PRIVATE HYDRANTS MUST BE TESTED AND FO THE GREATER GLENS FALLS TRANSIT DOES PUT IN A BUS STOP \ \\ \ / /'� I ' APAfi�TMENTS / SERVICED ANNUALLY BY THE AGENT OF THE PROPERTY OWNER.. TO THE PROJECT SITE, DEVELOPER SHALL INSTALL A BENCH. / ♦♦♦\ \\ \ ,k an m ,.. m ,r// ,r• ,/'/ ,l' .. -.. _ / -. - - NOTES: A \ ♦�♦ LIMITS OF NYSDEC-,-,_._.-._.s------- '._. _ ,4 �\ \ ''• +• -+_- AI �,• / - t I 0 THE SUBJECT DEVELOPMENT IS PROPOSED TO OCCUR ON M 8 \ ' OF "BAYBROOK PROFESSIONAL PARK" APPROVED BY THE TOWN OF / QUEENSBURY PLANNING BOARD ON MARCH 27, 2001. THE DESIGN -' & ACOE WETLANDS \ \ A_ FOLLOWS" 6 / , \ \ / / / � / r / GROUP FOR BAYBROOK PROFESSIONAL PARK IS � /'• " / NACE ENGINEERING, PC - CIVIL ENGINEERS _ 1 / \ .. `. / a4 Ja a4 a4 a4 J[ A 4 a4 �r a4 •4 a4 \ ale\ a4 / a4 '.,1e / / v MILLER ASSOCIATES -LANDSCAPE ARCHITECTS •;f. \`\\ \\ / /}og� /// \ V.ANDUSEN AND STEVES LAND SURVEYORS LLC ILI/ \ r Vw ale a4 ar. ale \ \ ,le \ re / , 7� i x;55 \ \ APPLICANT/DEVELOPER: ♦SGI;ERMERNORN RESIDENTIAL I4OLDIN�, L"P_ I ♦ l k / ;, �56 35AI ROAD, SUITE 2 31. QUEEN55URY, N'T' 12804 / ATTN: MR" RIGHARD SCNERMERNORN ♦ >4 ` a - • /// y • / \ UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY IBEARING A LICENSED / ♦ ♦ `I" LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SU6-DIVISION 2, , \� OF THE NEW. YORK STATE EDUCATION LAW. - 4y - I , ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL SHALL BE CONSIDERED- VALID TRUE COPIES. - - - - % \ ✓ • It is a violation of the Education '' © ovuGLT 2004 ♦ I ` ' Low of the State of New York, for DESIGNED BY: u �°`-�'-r x AnD,ATT-5 any person, unless he Is acting F j�Elj� tz uH.� dsiiz:� ouaU..Ano!: IS n ZER 4,,011 Hx/.�a+ x Aaaucw� uws. .. qq / - ,:..•' �,; ..a I under. the direction of a Licensed �� AS Q --. DRAWN BY R.W.S. T �� •�O '��(/ C.� l/�^(- ,�.. m '",l. ' r. • .: � �. ._ -. : ✓ ::.. .' .. . .. �Pro�esslona� Engineer, aitr the ,�Dy O _... � _ document in any way: �� \ ., SHEET NUMBER ", ; ; ', ni ;y''„ ry 1't CHECKED BY: N.C. SURVEY NOTE: } - I HILOWSROOK DRIVE TOM OF QUEENSBURY • COUNTY OF WARREN STATE OF NEW YORK ',L. m •, a4 ale ale _. _.. 1 APPROVED $Y. L:T,S.. ' EXISTING CONDITIONS SHOWN HEREON TAKEN FROM AMA. ENTITLED _,,....,..-„ _. ..,. .,--. - - -- crj ..�� "GRADING & DRAINAGE PLAN, SUBDIVISION MODIFICATION - 10/1'4/02," / 7-ir�''ee�r'(-'SS -�� " w. PREPARED BY MILLER ASSOCIATES, VANDUSEN AND SIEVES AND" NACE a p246•y'1 �, SCALE. '° 1" = 30' 96 TROY-SCYE�3iECTADY ROAD, LATr{AM, N.Y. 12110 ehO O� SITE & UTILITY PLAN ENGINEERING, P.C., DATED JAN. 31, 2001, LAST REVISED NOV. 26, 2002. ® P REV. N0. DWG. NO... - PHONE: "(318) 782-1800 FAX (518) 782-1252 kFSSI DATE. , MARCH 12, 2004 - •L - - - Date 0 i D 5/13/04 REVISED PER TOWN ENGINEER COMMENTS R.W.S. C 5/05/04 REVISED PER "TOWN ENGINEER COMMENTS R.W.S. B 4/26/04 REVISED PER TOWN ENGINEER COMMENTS R.W.S. A 3/15/04 ISSUED FOR APPROVAL R.W.S. Rev no Dolecription 8 REVISIONS,:..,. ♦ \ / \ \ \ INCLUDING SNOM' REVOVALJ. m m +r. ,\ a. �. .4 / X80 ♦ \ \ \ _ /•7� / �• _„,,.,-_Mw , NOTES: mss" ?09a \ \ �. _ - _ _ _ _ _ \ �J0'\/• �" -"� �` ✓ ,. -. _-.,... _ 1. ALL FIRE HYDRANTS TO BE INSTALLED TO QUEENSBURY WATER \ - - - -- \ `,r. ,,, +. m ,V\ ... I y DEPARTMENT SPECIFICATIONS AND THE REQUIRE aMENTS OF THE / / •` NATIONAL FIRE PROTECTION ASSOCIATION. THIS INCLUDES ENSURING ♦♦ / _ - - - - _ \ \ \ , , ,if/ / THAT THE CENTER OF THE STEAMER CAP IS AT LEAST 18" ABOVE „ ♦ At,ti THE FINISHED GRADE. \ \ \ >+• >� ,4 + '� ,4 / ,� y I M�ADOI,UBROOK 2. IF THE FIRE HYDRANTS ARE NOT ASSUMED BY THE QUEENSBURY WATER DEPARTMENT, ALL PRIVATE HYDRANTS MUST BE TESTED AND FO THE GREATER GLENS FALLS TRANSIT DOES PUT IN A BUS STOP \ \\ \ / /'� I ' APAfi�TMENTS / SERVICED ANNUALLY BY THE AGENT OF THE PROPERTY OWNER.. TO THE PROJECT SITE, DEVELOPER SHALL INSTALL A BENCH. / ♦♦♦\ \\ \ ,k an m ,.. m ,r// ,r• ,/'/ ,l' .. -.. _ / -. - - NOTES: A \ ♦�♦ LIMITS OF NYSDEC-,-,_._.-._.s------- '._. _ ,4 �\ \ ''• +• -+_- AI �,• / - t I 0 THE SUBJECT DEVELOPMENT IS PROPOSED TO OCCUR ON M 8 \ ' OF "BAYBROOK PROFESSIONAL PARK" APPROVED BY THE TOWN OF / QUEENSBURY PLANNING BOARD ON MARCH 27, 2001. THE DESIGN -' & ACOE WETLANDS \ \ A_ FOLLOWS" 6 / , \ \ / / / � / r / GROUP FOR BAYBROOK PROFESSIONAL PARK IS � /'• " / NACE ENGINEERING, PC - CIVIL ENGINEERS _ 1 / \ .. `. / a4 Ja a4 a4 a4 J[ A 4 a4 �r a4 •4 a4 \ ale\ a4 / a4 '.,1e / / v MILLER ASSOCIATES -LANDSCAPE ARCHITECTS •;f. \`\\ \\ / /}og� /// \ V.ANDUSEN AND STEVES LAND SURVEYORS LLC ILI/ \ r Vw ale a4 ar. ale \ \ ,le \ re / , 7� i x;55 \ \ APPLICANT/DEVELOPER: ♦SGI;ERMERNORN RESIDENTIAL I4OLDIN�, L"P_ I ♦ l k / ;, �56 35AI ROAD, SUITE 2 31. QUEEN55URY, N'T' 12804 / ATTN: MR" RIGHARD SCNERMERNORN ♦ >4 ` a - • /// y • / \ UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY IBEARING A LICENSED / ♦ ♦ `I" LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SU6-DIVISION 2, , \� OF THE NEW. YORK STATE EDUCATION LAW. - 4y - I , ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL SHALL BE CONSIDERED- VALID TRUE COPIES. - - - - % \ ✓ • It is a violation of the Education '' © ovuGLT 2004 ♦ I ` ' Low of the State of New York, for DESIGNED BY: u �°`-�'-r x AnD,ATT-5 any person, unless he Is acting F j�Elj� tz uH.� dsiiz:� ouaU..Ano!: IS n ZER 4,,011 Hx/.�a+ x Aaaucw� uws. .. qq / - ,:..•' �,; ..a I under. the direction of a Licensed �� AS Q --. DRAWN BY R.W.S. T �� •�O '��(/ C.� l/�^(- ,�.. m '",l. ' r. • .: � �. ._ -. : ✓ ::.. .' .. . .. �Pro�esslona� Engineer, aitr the ,�Dy O _... � _ document in any way: �� \ ., SHEET NUMBER ", ; ; ', ni ;y''„ ry 1't CHECKED BY: N.C. SURVEY NOTE: } - I HILOWSROOK DRIVE TOM OF QUEENSBURY • COUNTY OF WARREN STATE OF NEW YORK ',L. m •, a4 ale ale _. _.. 1 APPROVED $Y. L:T,S.. ' EXISTING CONDITIONS SHOWN HEREON TAKEN FROM AMA. ENTITLED _,,....,..-„ _. ..,. .,--. - - -- crj ..�� "GRADING & DRAINAGE PLAN, SUBDIVISION MODIFICATION - 10/1'4/02," / 7-ir�''ee�r'(-'SS -�� " w. PREPARED BY MILLER ASSOCIATES, VANDUSEN AND SIEVES AND" NACE a p246•y'1 �, SCALE. '° 1" = 30' 96 TROY-SCYE�3iECTADY ROAD, LATr{AM, N.Y. 12110 ehO O� SITE & UTILITY PLAN ENGINEERING, P.C., DATED JAN. 31, 2001, LAST REVISED NOV. 26, 2002. ® P REV. N0. DWG. NO... - PHONE: "(318) 782-1800 FAX (518) 782-1252 kFSSI DATE. , MARCH 12, 2004 - •L - - - Date 0 i PROJECT Po cv� SITE LOCATION MAP II 135 a »•, i ""' � _AY A � i S LLC S""I OR/tEWiIY �� ry „�\� � Il...- `,mom `. .• M�_ i SAYBROOKmam te---C .rwTelEffi.1 PROFE6610NAL w _ "°" PARK -xc I a+ bR/ Y. — --MRm uxc �¢. �[y PxaPosn x�wolGP wrix mu�snau �--� ( / — — OJ PRCPCSED — PPRRaa .u.wx.at , (\ Pasm PRW.. 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