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2010-534 � '` TOWN OFQ UEENSBURY r 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 ��� Q mY, Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100534 Date Issued: Wednesday, November 16, 2011 This is to certify that work requested to be done as shown by Permit Number P20100534 has been completed. Location: 66 GLENWOOD Ave Tax Map Number: 523400-296-019-0001-016-000-0000 Owner: GFAH, LLC O'CONNOR Applicant: GLENS FALLS ANIMAL HOSPITAL This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the (- DP property owner of the responsibility for compliance with Site Plan, 17vv 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. TOWN OF QUEENSBURY `O 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 N Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100534 Application Number. A20100534 Tax Map No: 523400-296-019-0001-016-000-0000 Permission is hereby granted to: GLENS FALLS ANIMAL HOSPITAL For property located at: 66 GLENWOOD Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ROBERT O'CONNOR 64 GLENWOOD Ave Commercial Addition $500,000.00 QUEENSBURY,NY 12804 Total Value $500,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2010-534 2428 sq ft commercial addition $339.92 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,November 22, 2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o ens , in� _ . vember 22,2010 SIGNED BY all A7 \ for the Town of Queensbury. Director of Building&Code Enforcement 't a r'-. -__7w1010 2'7 /'l /4OFFICE USE ONLY TAX MAP -y PERMIT NO. 10434/ J l'--','-' _ :e FEES: N_-1/ECREATION ENGINEERING ?, ; ; 4� ilju(If applicable) NO. Y ; 1,i , PRINCIPAL STRUCTURE: APPLICATION FOR ZONING AP A4 UUILDING- PERMIT - ._ ... , , A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. J�� APPLICANT/BUILDER:\ COt1 �UC11 OWNER: l tt 'S -?Al41f14L,�.,, L- ADDRESS: C-b!8o�c ,4_fT':_ : VPeCJ[_I eigADDRESS: L' teNk v46 JQr- PHONE NOS. 14140'"(247_ PHONE NOS. _ AA--__,,- Q I�______� CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:Au Y4 N!PHONE:_ "1 LOCATION OF PROPERTY:_ £ U)DOO t X 1 (2$`i. � HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? LJ YES 0 NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: 6e_(t0'?0I0 _lq_. `t Zoe PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p p APPLY TO YOUR z E- re p co g w w uj PROJECT p OOH OJT J O = _ CI 1!--1 __I LI- U_ U_ 1-1- w Q a00 o z ¢ ¢ a- vOi i•, � O � FOS a = 0s SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS__) TOWNHOUSE BUSINESS OFFICE i 21,420 -- 2.40> 14' 't' RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 a Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:_ I6 i i 6 mp L46191111. ESTIMATED CONSTRUCTION COST: SSW,COO ___ FUEL FUEL TYPE: Or t aZ' HEAT TYPE:__L tIv_—"HOW MANY FIREPLACE(S):_______AND I OR WOODSTOVES(S):___ ZONING CATEGORY:_Ma- ARE THERE WETLANDS ON THIS SITE? 140IS THIS A HISTORIC SITE?— Nti `�_—_—_ --_—_ PROPOSED USE OF BUILDING OR ADDITION: Yl1 !f ( 1I 1A OJI"n IIIS'' ./0M _ — ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?_14D___�_________ ARE THERE EASEMENTS ON PROPERTY? — _—__— ____________ —SIA__ !10ENM ----------------------------- *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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 a agre: tot - ab•ve. Signed_ ��// -- � OSA/60.4/7- Director /64i✓TDirector 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) Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 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: • AA U ' NG &C• • S APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codesCa�queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: ____Yes No Occupancy Type: ____Construction Classification: _ 5- Assembly Occupancy Limit: Special Conditions: _ Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804 c. ___) -tY7 Inspection Form (� p Town of Queensbury Fire Marshal Periodic Inspection DateTime: 742 Bay Road,Queensbury NY 12804 c Re-Inspection ! / ,3,/ 518 761 8206/518 761 8205 ®CO Inspection �1 Permit#:/i/7 •-- ‘ / '- S �` FyeMarshals Representative C�,��`��"'�1 K.MJ Palmer Business Name: r�.d� , I ei Location: �,)r).?/ 4 GK Stillman Contact: Type of Inspection N/A Yes No �, EXITS: Exit Access FC 1014&FC1029 NOTES � ' ,1411 c Exit Enclosure FC 1020&FC1029 _ Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 0 • (� 10„&ni)051-1fAISLES: Clc an �Si"(� biz Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 SIN 4f„ r "Inspection of extinguisher FC 906 �7 ` EVAC Plan FC 404.6 _ _ NIL— _ - )1 ? TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 -4704m4"' 4 r/�tyLJPT Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 ci) Combustibles in Equipment Rooms FC315.2.3 4 t?, b€', OQk'F.D.Signage- FC 510 /�S��, y R No Smoking Signs FC 310.3 l 1� i Storage FC 315.2 i�Y110 c-11A• Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 (' ) p 0 iCO detectors FC 610 _ - Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6 R1 &R2 Fuel Pump Warning Signs FC2205.6 ``L _ Iw . Fuel Station Emer Procedures FC2204.3.5 Exterior Stora•e FC 315.3 : . • ' ' ' 0 I ATEL7 Vacant Buildings FC 311 21 DAYS Pfl DATE: OK NC f SYSTEMS: FC 901.6 Insp OK NC '`VI Date Vert Generator Annual DATE: OK NC Hood Installation ,� Elevator Semi Annual !�� FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Fir Marshal inspocti ,:: Kitchen Suppression Semt Annual CO QV bl issuefi Fuel Island Suppression Semi Annual ?4Urg Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 , __rN ,,[_ Operating Permit, if required will be issued after �. Completion of Inspection Plrt Mrlrshai Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection qu; -d: .0/ e`-1` "'k Queensbury Building&Code Enforcement Arrive: p • Depart. : Dars 742 Bay Road,Queensbury,NY 12804 Inspector's Initials NAME: ,r PERMIT# t ° 5 LOCATION: At. -, , % a ' TE: " COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent ‘4/ Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay ✓ Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers _ Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 sq. ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets (7/Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" V Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req � � __ As-built Septic System Layout Required or On File tie• C� '��� v � (__c Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler cb _ Building Access All Sides by 20' /Driveable Surface 20'wide _ Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection Form Town of Queensbury Fire Marshal Periodic Inspection Date: 41/1-414 742 Bay Road,Queensbury NY 12804 o Reinspection 518 761 8206/518 761 8205 O Inspection Permit#: --24 /12",..5.3.14 14 Fire Marshals Representative e+ J Palmer Business Name: " r/s. „ x,tj ;! ,,4 Location: z,„4/1f _ ..,,,k6K Stillman Contact: Type of Inspection N/A Yes No ExIExi NOTES Exit Access FC 1014 Exit Enclosure FC 1020 Exit Discharge FC 1024 '; 17 Sign Normal FC 1011 Sign backup FC 1011.5.3 tf AISLES: Main Aisle Width FC 1024/1025 v, Secondary Aisle Width FC 1025 , FIRE EXTINGUISHER: ' Hung F 906 I sp of extinguisherCPC 906if /-171141 L .” 5;t1-6 yL, .6 EVAC SIGNS IN R ooms FC 404.6 ,, TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006 --- Exterior FC 1006 Clearance to Electrical FC 605.3 t,�° ” Compressed Gas FC 3003 Knox Box FC 506 F.D.Signage- FC 510 No Smoking Signs FC 310.3 , 1..."' ____ ,1,-,11 ...i4r Storage FC 315 t f" Electric Wiring Enclosed/Labeled FC 605.3.1 v� Vehicle Impact Protection FC 312.1 V° • Interior Finishes FC 803-804 V Smoke Detectors FC 907 V CO detectors FC 610 tl" Clearance to Spr./Ceiling FC 315.2.1 18"/24" Exterior Storage FC 315.3 if Operating Permit V i! Vacant Buildings FC 311 REINSPECTION DUE APPROXIMATEL] 21 DAYS SYSTEMS: FC 901 Insp OK NC DATE: OK NC Date . Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual6c2) Fuel Island Suppression Semi Annual r ------Tc----iv-a-, - ` Hood Cleaning 3-6 C �� v 7 ' . / _ -,rte 1 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requA -'ved: 4/6-_5V ) n r Qu ee sbu y Building&Code Enforcement Arrive: 2i-�am/.� , Depart: "2_-.17t) am/ // 742 Bay Road,Queensbury,NY 12804 Inspector's Initials i� 1 l� _ NAME: `t ,/Y4°� PERMIT - .20 i 6- S 3 LOCATION fir:, e:/ DATE: 'r, i !�-_--�._- LjF Pt( qo Lk-Z-1-k\ C 6 ( 7"GI'[,i, �L ( NN 1 JA a - f G,.rt,_ COMMENTS: Y N NA ,� Chimney/"B"Vent/Direct Vent Location ,/ +t\EED (.---- Plumbing Vent Through Roof 6"/Roof Complete I ®��M �e\ <p d3 Exterior Finish/Grade Complete 6"in 10' or Equivalent f / VC-t i\ \�e� N Interior/Exterior Guardrails 42 in. Platform/Decks 2 Interior/Exterior Ballisters 4 in. Spacing Platform/Decks y 1 'Eb\\t�(� �--�b Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" ` _Vestibules For Exit doors>3000 sq. ft. .._ F% tJ A� ,6��, All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. x EVrtVW, Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay b\-\--E �0V.._.\1... Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum / t ©F- �`{ /- Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System V )), 6‘ Fresh Air Supply for Occupancy/Ventilation Combustion f-- \-V— V1ab Low Water Shut Off For Boilers y, Gas Furnace Shut Off Within 30 ft. or Within Line Of Site ✓\4z � E. 112Ri0 Oil Furnace Shut Off at Entrance to Furnace Area ` Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 /2 doors 5 8'- �1 t--,� s �� `> 10%> 1000 sq. ft. /a Hour Corridor Doors&Closersb bt. <s�-`Ui1J1. Firewalls/Fire Separation,2 Hour,3 Hour Complete/FireAZ-...: Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame /--- �Z Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" ✓/ �` � Smoke Vents Or Fan,if required J1� 'O�, Elevator Operation and Signage/Shaft Sealed ✓ V--V -06 Handicapped Bathroom Grab Bars/Sinks/Toilets C` \ Handicapped Bath/Parking Lot Signage �� ��i\V r Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" >J NV \ C. Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] ,/j \---S— V---- `� Active Listening System and Signage Assembly Space ✓ ��" Final Electrical Site Plan/Variance required NW v- Final Survey,New Structure/Flood Plain certification,if req. , As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Coolert � AiNL` Building Access All Sides by 20' /Driveable Surface 20'wide / Ai. r., _ Okay To Issue Temp. or Permanent C/O " 5 Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I reg r ��• _ •: Queensbury Building &Code Enforcement Arrive: r a' •���,�/% 742 Bay Road, Queensbury, NY 12804 Inspector's Initia "", 'r'' � � _ NAME: �`(, r. -t r.PERMIT#: V. LOCATION: � �; L -:r �;:�•� INSPECT ON: TYPE OF STRUCTURE: Y ACOMMENTS: A c c cess 22'x30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams C- `l_.a Exterior sheeting nailed properly 12*0.C. L\ `7 Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1A(w) 16 gage(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 �1 Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 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:\Buildiing&Codes Forms-OLD ding&CodesUnspsction FormssFraming Firestopping Inspection Repoct.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection Queensbury Building &Code Enforcement Arrive: 2L) a► . . ' : ' ` 742 Bay Road, Queensbury, NY 12804 Inspector's !nide A"*' 7 l r1�] �-� ��1 ELL PERMIT#: �-1- LOCATION: (c C--L_ (INA 0 NSPECT ON: 7 — z.� — 1 t TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place _ 1 %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/Read- 50 P.S.I for 15 minutes r Insulation/Residential Check/Commercial Check LORLI. Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) ( -5T \-L Duct/Hot Water Piping Insulation 10e\k_ If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough PlumbingI lrisu ationlnspe iori tie- port9 Office No. (518)761-8256 Date Ins. = «,. • Queensbury Building &Code Enforcement Arrive: s ' • , % art: V-2-^,ce an 742 Bay Road, Queensbury, NY 12804 Inspector's In //c- NAME: ( L -- 1' • -, ' / .E. IT#: � LOCATION: e'. << . , _-\;. INSPECT ON: TYPE OF STRUCTURE: Y N N/A R. .h Plumbi • /Nail Plates Plumbing Vent/Vents in Place 111111 1 %inch minimum Drain Size Washi • Machine Drain 2 inch minimum Cleanout every 100 feet I 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 Head - 50-P.Srfor 15 minutes-' Insulation/'Residential Check/Commercial Check 1.; T ek or liar Exterior Sealant /1111 c-) ent,Attic Vent ��� �I Door/Window Sealed (No Insulation) =ma Duct i Hot Water Piping Insulation ��■ -1-- If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 oRRou h Plumbing / Insulation Inspection Report Office No. (518) 781-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Departs T�`• am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's InitialsC, 4 ) l V NAME: , - S, PERMIT#: 2010 3 _ LOCATION: / vo,y(k INSPECT ON: 2- TYPE TYPE OF STRUCTURE: — Y N NIA J Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 %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 50 P.S.i for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: 1-4 ' ( 1'-U°— aijtk: 4-4- C 1<_ -(-- Rough Plumbing insulation Report.reviseci Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation inspection Re ort1,7\`Y Office No. (518)761-8256 Date Inspection request received: z/1 g/i j Queensbury Building &Code Enforcement Arrive: am/pm Depart: c f am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: .14,449__ NAME: G L F ( S (`-) 1`\O 1 t4L I4° EIRMIT#: LOCATION: c-7, ( Lem Loo c ��" u-e INSPECT ON: Z-414/ ((p TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 'r4 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 0 P.S.I for 15 minutes ulabon/Residential Check/Commercial Check yvek or Similar Exterior Sealant Proper Vent,Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape (5/4 - WAAI ‘-'Der1410 COMMENTS: fk(ofk \� RE-NNA-ot. VC-R saz-tra:zA\k --- Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Is /— Rough Plumbing / nsulatin inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: pm 742 Bay Road, Queensbury, NY 12804w Inspector's Initials:0)s47 r / NAME: e:::" (4: Ii I , PERMIT#: „ -7 • • LOCATION. (/ _, - / INSPECT ON: T c TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %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 h'•hest connection for 15 minutes Pressure Test Water Supply Piping /50 P.S.I for 1 minutes Insulation/Raidential Check I Commercial Check T k liar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed_properly/No duct tape COMMENTS: LA--1i €- Rough Plumbing Insulation Reportsevised Nov 17 2003,revised February 15,2005, revised January 7,2008 ) -‘ ) /7 - . Framing / Firestopping In6.pectiOn Report • Office No. (518)761-8256 Date Inspection • •: Queensbury Building &Code Enforcement Arrive: Itc4b a • * • - : 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. - A NAME: f-- A f-6 PERMIT#: _\ LOCATION: r iir/r),-,- INSPECT ON: TYPE OF STRUCTURE: n V Li/N/A COMMENTS: Framing Attic Access 22" x 30" 4 1-7 Jack Studs!Headers minimum 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 Exterior Deck Bracing 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 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%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 LABuilding&Codes Forms-OLD1Building&Codeslinspection Formscraming Restopping Inspection Reportdoc Revised January 7,2008 Rough PlumbingI tñiiitation'inspectioi( Report g Office No. (518) 761-8258Date Inspection ; "'ter- •: Queensbury Building &Code Enforcement Arrive: i s I art: v 742 Bay Road, Queensbury, NY 12804 Inspector's ' 'a1= �., iv NAME: �`�� � �' �"�f"�., � PER IT#: ,ice; _s s2.) LOCATION: . �r - ,,,. e c.(I ' G ,` - INSPECT ON: ..„--2.-/-<-:-1 TYPE OF STRUCTURE: ,f� e Y N NIA • •h Plumbing Nail Plates 1, Mr •-. _mbi ! Vents ents in Place 1 %inch minimum Drain Size ;/ 'c"�-'ti ) Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test ... Drain 1 Vent Air/Head , 5 P.S.I. or 10 ft. above highest connection for 15 minutes k/ Pressure Test V Water Supply Piping Air/Head �/ 50 P.S.I for 15 minutes ✓ Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent , Door/Window Sealed (No Insulation) Duct 1 Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I req t! •= ":?' Queensbury Building&Code Arrive: .JCJ : : p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ►i�.� '- NAME: GF- Q1)Pt�AI -ERMIT#: 3 LOCATION: (o ((-LF1J0009 +R3 INSPECT ON: 1 TYPE OF STRUCTURE: • Eci, Framing Y COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers \ Bracing/Bridging Joist hangers �'V Jack Posts/Main Beams Exterior sheeting nailed properly \-q,\� k,a,_-k\k \ \12*0.C. i Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Wails 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 lesson 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'A 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:1Buildirg&Codes Fortes-OLD1BuNding&Code&Jnspsclion Fonn*V ren i g Firestopping Inspeclion ReporLdoc Revised January 7,2006 `11 : CO ! _o Framing / Fires opping Inspection Re = Po Office No. (518)761-8256 Date I = •= ..n ►_• �' :*•'� _ • Queensbury Budding &Code Enforcement Arrive: , ,;v'�' . . : 1C�°L (a fpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:fr,-- 4-rj NAM : I !�"� 0� .E .{' PERMIT#: LOCATION: 4 , '�r� , �._ /• INSPECT ON: - l TYPE OF STRUCTURE: Y N/A Framing ) COMMENTS: C)('I-q-1-t s 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Pk()k) (- Exterior sheeting nailed properly 12"O.C. Fc k ATE RL l` L1� D aPUi Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing -- 6T R M ?L _OD 10( \ O Headroom 6 ft. 8 in. b\-�---E Notches/Holes/Bearing Walls 1-k-kr-VA 1c4\11_ k� Metal Strappingfor Notches TopPlate � 1 %(w) 1gauge(8) 16D nails ach side "TO PF Draft stopping 1,000 sq. ft. floor trusses 1 t� ���\ 1 l o 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 f Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%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:1Buildk g&Codes Forms-OLA1Buiiding&Codeslinspection Fomts'Framing Firestopping inspection Report.doc Revised January 7,2008 y'. 30 rr1(F -K= Foundation Inspection Report Office No.(518)761-8256 Date Ins....-. 'on - 7000100, Queensbury Building&Code Enforcement Arrive: a( ,art: 9 aq 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials , 4# . NAME: SI, / / l i' ri'4 I T#: /�) _51/ LOCATION: r;'_,( (l4; /e , Y SPECT ON: /2- - /6)7/0 TYPE OF STRUCTURE: Comment Y N NLA ' Footings Pi t Reinforcement in Place tst ✓/The contractor is respibl r providing protection from freezing for 48 hours following the placement of the concrete. 'als for .I's purpose on site. _ Foundation I W pour Reinfo -, .it in Place Footing Dowels or Keyway in place Foundation Dampproofing 1 Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab kfill Approval Plumbing Under Slab •, 7 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 //a/r- -L Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ej„&i) NAME: ("_17/271.0-'1/ ()WI PERMIT#: r LOCATION: .,'� `` - ' INSPECT ON: TYPE OF STRUCTURE: ��`Afv'` lll...111 Comments Y 1T N/A Footings Piers Slab Reuif.. ent in Place ._... The ..tractor 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 I 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 ' ' , ;ea Queensbury Building&Code Enforcement Arrive: •d I !* I Depart: _ .- a 742 Bay Rd.,Queensbury,NY 12804 Inspector s fin • NAME: I 4ii4 C ,i ., i #: 4:1 � ) LOCATION: (��, -- ' F � i :PECT ON: /2 TYPE OF STRUCTURE: Congment I NA Footings Piers , Slab &.' 'fr ' .t Place ractor is responsible for 7, viding 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 Plumbing Under S ' C/C pper NVQ Z (—Lv---Ar:� Foundation Insulation Interior/Exterior R- 1� - ' 1--\U_k) t3G O Rough Grade 6 inch drop within 10 ft. L:\BuRding&Codes Foims\Buiding&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 Ins�tion requ -• Queensbury Building&Code Enforcement Arrive: 1 S r`1 i: t- .art: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: G 1v) Febiltb Ari t MfltA-V tw PERMIT#: to-534- LOCATION: A3E INSPECT ON: \ —113 TYPE OF STRUCTURE: Comments Y N NtA 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 j� Footing Drain Stone: / 12 inch width ) • 6 inches above footing �1")6 mil poly for wet areas under slab Backfill Approval NI 4 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( c >�U ) 2-4 Foundation !�'on Report :1 Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm part: 1?,'�iinipm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: rG J NAME: �.; T 41 1 - /" 'PERMIT#: l S LOCATION: ,� � �� %� INSPECT ON: JZ— TYPE OF STR C i ' : ejtyditk., Commentit Y NL 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 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab /Foundgio i lation I tenor(lam R -- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /iyic Foundation Inspection Report �. Office No.(518)761-8256 Date +• • Queensbury Building 8t Code Enforcement Arrive: ,' .arere , $ -part: 742 Bay Rd.,Queensbury,NY 12804 Inspector s lni o', NAME: .ERNII #: /()-- • LOCATION: tx, INSPECT ON: /2-2--/C.? TYPE OF STRUCTURE: Comma% 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 iv( 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\Inspectlon For ms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM (AF ) Inspection Report Office No.(518)761-8256 Date Inion reque��, . ' ed: Queensbury Building&Code Enforcement Arrive: 1,1;i1)am/ 7; Depart: " : : it m� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ii 6i-- ' :--1) / f T#: L` .�NAME: � ! � �/� > /' LOCATION: (` (, / fir x.( I lip4SPECT ON: //- --/C TYPE OF STRUCTURE: Comments N NA Footings IVAr111111 ; `-)EP" .�\ Piers Monolithic Slab Reinforcement in PlaceThe contractor is responsible for providing protection from freezing ���\ L- ` for 48 hours following the placement of the concrete. 1' for this purpose on site. Foundation/ allpour ' �'•�"!�ent in Place \— L \\ (�L—j 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ( f 1 .Z NAME: C A4CPERMIT#: ?v/C) LOCATION: CC INSPECT ON: .2 (-2 t 0 TYPE OF STRUCTURE: _ Y N N/A Rough Plumbing/Nail Plates PlumbIng Vent 1 Vents in Place 1 %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 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check N er Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: It5/(2'N t,C1-4•1.<<, WikAfit)1141 .. Ok ` ,QoAkt.Ov-c&, O Rough Plumbing insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 I 1 I � I ` N 87'56'40" E 171.99' \ 1 I 1 , I , , t Ar = 1.19f ocr \ 30' win m, 24' pine + Lands N/F of O'Connor (1002/172) + \ Lands N/F of O'Connor (3677/52) ' I �`— t Barn \ scotch pine hedge 4___ 2 pine Iron Pipe F un � I t I \ I Lands N/F of O'Connor & Newton (624/298) I I , 36" japle \ i + 1 \ 1 +2 rpl. birch Z I 1 D t I 0) Not t C) �� House ' 8 .maple arborvitae hedge I O \ I a Q- 24" maple \ \ \ 2" maple \ 1-1/2" maple � le ' Iron Pipe�' ound 20' ap I Pipe Foun _ _ I I t lePROPOSED TEST PIT LOCATION 1 I 4 1 24" w. in* — — ` — — — --� 10+ T � 18" spice I peter I I 12+ fir Paved Parklnq �� I W 8+' f W hedge, i \ generator Ligjt Pole W � 1 edge I E � 1 V) E S`i p pie I IW hem I NO w. ine Animal Hospital a W I = ' 1 h c, 0 12" wUM . pine+ 4 JUNE 2010 Q h DESCRIPTION 0 P W rhod Q a ao +j4` fir la n hernem hhem 3 N ��",i� (� p eta � ~ 12" t in birc PROPOSED W �n fl Jun p LEST PIT V 13euonamtta LOCATION h� © Ye 18' mate a�N W 0 Q an er ramp n _ t W YI 1 W + 2" crab SPI 6' crab -y � 2 crab apple apple W \ PROPOSED TEST PIT f LOCATION W t„ rch ` _ Sign S 88'06'50 W ty 150.00' cam` O O Light Pole Sign O Sign — — — — — — — — — — — — — — — — — — N 78'17'20" W 25.00' — Lands N/F of O'Connor (3677/52) paved drive arborvitae hedge 16" fir 6" fir House om��� w• pin Ikon Pipe Foun F. Barn fir GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY D. L DICKINSON ASSOC. LEGEND — - - - - - - — PROPERTY LINE ---------------------- PROPERTY LINE SETBACKS ----------330---------- EXISTING CONTOURS 330 NEW CONTOURS — E —E —E —E — UNDERGROUND ELECTRIC SERVICE —ss —ss ss SANITARY SEWER — w —w —w —w WATER SERVICE - E/P EDGE OF PAVEMENT NOTICE FOAM INSULATION MUST BE COVEREu 8Y A 15 MINUTE THERMAL BARRIE^ NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER VICINITY MAP NO SCALE PROJECT LOCATION �ItFSPY II LEVER HAN IES REQUIRED ON ALL PA AGE DOOR � � ��� �pH WHETHER KERIOR OR 6 � EXTERI P DOORS P, N� 03 110 TOWN OF I NSBURY §kr 1 BUILDING D TIENT Based on our limited ination, compliance with our comments I not be construed as indicating the planss tions are in full compliance with i uilding Codes of New York State. { I 'I i r`. �iriA 1 -- ---- -- PgT$n TOWN OF QU_- BUILDING & C • �` ReVieWed BY: ` Date: 24" ople – _ – – h 20" maple � � – -- + _ Iron Pipe Found SITE PLAN 16-2010 Glenwood Avenue *V —E E —E —E --E —.—E —E —E _ —E —E �E —E --E 'E EXISTING SITE PLAN 1" = 30'-0" W 1 ISSUED FOR CONSTRUCTION 29 OCT 2010 0 FINAL REVISIONS PER PLANNING BOARD APPROVAL 4 JUNE 2010 No., DESCRIPTION I DATE REVISIONS W rn 0 a N Q Q 3 rn F z_ U 0- W ~ a�� 2 z U 0 U a�N 0 Q �z0 3z J t ga r QN N Q w0F Of o c v w 50- U i- Z NN;`` �S an owo z V7 C �N a U 0:� :='101 go> G v Q v - Z i241 aa mN v Coco Ln 1n 0 N <0 v) v O L) F_QJ c� nv vX'v o O++ CVv 'ovi✓ W W tD In > LL_ w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. "__4 Cd O C10 v O o 00 O ~ N 00 Z0 .O >.4 z Cd 01 o U N �> 0 z 0 � a a� CAI c� THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 18 MAY 2010 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS 1. THE APPLICANT WILL ADD ADDITIONAL LOW PLANTINGS AROUND THE SIGNAGE TO IMPROVE COMPLIANCE WITH TOWN CODE, SPECIFICALLY FOUR (4) YEWS ON EACH SIDE OF THE SIGNAGE. PLANTINGS WILL BE ABOUT TWO (2) OR THREE (3) FEET TALL ZONING ADMINISTRATOR DATE CAD FILE NAME ACRD\V do H\GF ANIMAL HOSP\C-1 SCALE 1" = 30'-0" DRAWN BY DRAWING TITLE EXISTING SITE PLAN DRAWING No. C-1 0 r - .E N 10' min. 40' min. EXISTING GROUND CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE NO. 2 STONE OR RUBBLE 2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. 3. THICKNESS: NOT LESS THAN 6". 4. WIDTH: 12' MINIMUM, BUT NOT LESS THAT THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER FABRIC: WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. 6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF 7. MAINTENANCE: ENTOF STORMWATER. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC RIGHTS -OF - THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL WHICH WILL CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEAS AS WAY. TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMM MEASURES USED 8. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT TRA ONTO PUBLIC RIGHTS--OF-WAY WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH T PRIOR TO ENTRANCE TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED INMAINTENANCESHALLO AN D SEDIMENT PROVIDED AFTER EACH RAIN. SHALL BE NOT TO SCALE PERSPECTI -36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. SOIL BACKFILL 36" FENCE POST Iron Pipe SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND -_ �.CIV� �.•vlvJ 1• BEFORE ANY CLEARING OR GRUBBING OF vII KUCTION THE SITE IS INITIATED, AND EARTHWORK PHASES. SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL SWALES AND DITCHES. STORM 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO PERVIOUS BARRIER IN THE SWALE OR DITCH. FORM A 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED I EACH BALE OF STAKES TO STABILIZE BALE -TYPE SEDIMENT TRAPS. N LIEU 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMBy THE EDIATELY FOR 5. ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED�'Y CORRECTED. ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALLSEEDED. AND MULCHED BY OCTOBER 1ST. TEMPORA AS SOON AS IS REASN- CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED RAPIDLY GROWING COVER E ED FOR TEMPORARY SURFACE 6' MACAO ES AND TEMPORARY INTERCEPTOR DITCHES BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED ROF COVERDI GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SW UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRAS N NETTING FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE ALES AND POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALS S FOR FO25 UR (4) 0 BE IMMEDIATELY MULCHED. 8. ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO GUID I tNES FOR RBAN �ROSt 7N � �c ,r LY,EbLYSYK TATE DIS NT CnNTAAI Lands N/F of O'Connor (3677/52) THE PROJECT SITE IS TO BE DEVELOPED, IN TWO PHASES. I V I IV THE LIMITS OF CLEARANCE AND GRADING SHALL BE AS INDICATED N THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD E THE PLANS. DETAILED IN THE LOCATION OF THE PERMANENT DRIVEWAY ON THE WEST E AS OF THE SITE AS INDICATED. END THE CONTRACTOR SHALL CLEAR THE SITE AND REMOVE S PRIOR TO THE START OF GRADING OPERATIONS, THE STUMPS AND DEBRIS. R CONTRACTOR SHALL INSTALL SEDIMENT CONTROL FENCING AS INDICATED, THE CONTRACTOR SHALL COMPLETE GRUBBING OPERATIONS AND REMOVE FROM THE SITE. TOPSOIL TO BE STRIPPED AND STOCKPILED AS INDICASTUMPS WHEN SUBGRADE FOR PAVED AREAS ARE COMPLETE AND TD FOR REUSE SIDING ARE COMPLETE, THE CONTRACTOR SHALL COMPLETE FINAL BUILD, GAD ROOFS AND ALL LAWN AREAS SHALL BE TOPSOILED AND SEEDED. PERMANENT DEVICES SHALL BE CONSTRUCTED AND PROTECTED FROM SILTATION DING OF THE SITE. AREAS AND LANDSCAPING ARE ESTABLISHED. STORM MANAGEMENT N UNTIL ALL LAWN FOLLOWING COMPLE11ON ALL. PLANTING AND THE ESTABLISHMENT OF A REMOVE ANY COLLECTED SEDIMENT AND REMOVE THE TEMPORARY SEDT REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE ALL LAWN AREAS, MATERIAL IN A LEGAL MANNER. SEDIMENT CONTROL MEASURES. OSE OF ALL WASTE REMOVE COLLECTED SILT FROM ALL CATCH BASINS AND REMOVE FROM CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH GLENS FAL THE SITE. TO PROVIDE FOR CONTINUOUS OPERA71ON OF THE CLINIC. PROVIDE TEMP ORARY SIGNAGE TO CONTROL ACCESS ON THE SITE SO THAT PATIENTS LS ANIMAL HOSPITAL ACTIVITIES AT ALL TIMES. ARE PROTECTED FROM CONSTRUCTION CONSTRUCTION ACCESS ROAD TO BE CONSTRUCTED AT THE L WESTERN DRIVE. PROVIDE SECURE WALK FROM THE TEMPORARY PARKA EXISTING ENTRY RAMP AREA. REMOVE FROM PAVING A TEMPORARY PAN OF THE EXISTING FOUNDA11ON FOR WESTERN PORTION OF BUILDING ADDITION. NEW TO AREAL THE AREAS TO BE CONSTRUCTED DURING THIS PHASE. DI S REQUIRED TO INSTALL NEW THE BUILDING ADDITION SECURE WALK FROM THE TEMPORARY DRIVES AND PARKING RELOCATED TO PROVIDE ACCESS TO THE NEW ADDITION ON SUBSTANTIAL COMPLETION OF .REMAINDER OF THE BUILDING ADDITION. UPON COMPLETION PARKING AREA SHALL BE TION AND CONSTRUCTION OF THE FINAL TIE IN OF THE PARKING AND DRIVES SHALL BE COMPLETED AND BUILDING ADDITION THE TEMPORARY PARKING AREA REMOVED AND THE AREA TO BE RE -SEEDED. CONSTRUCTION OF THE EMPLOYEE PARKING AREA TO BE DONE DURING PHASE ONE CONSTRUCTION EXISTING FOUNDAj1Q PROVIDE ACCESS THROUGH EXISTING DRIVES FOR EMPLOYEE AND PATIENT R . KNpM TRAFFIC ALL TIMES. BUILDING FOUNDATION. To AITa THE NEW ON. EXISTING ORNAMENTAL CRAB AREA OF THE EXISTING PARKING AREA BE-REMOV ANtVAbR FUTURE RE -USE APPLE TREES IN TO BE REMOVED AND SALVAGED FOR RE USE AS INDICATED IN THE FINAL SITE PLANS. E l 29 OCT 12" min. CRUSHED STONE OVER 2010 1 REVISED PER PLANNING o COMPACTED SUBGRADE AND 0 FINAL REVISIONS PER 4 JUNE 2010 PLANNING BOARD APPROVAL (TYP.) FILTER FABRIC — - - - - -- - - _ _ N 87'56'40- E ( 171_99' - - - - - - - I LIMITS OF DISTURBANCE 0 a off.0 3: o . 0 0 ° I ° o- .. - °. o • 00 0 Q a 00. :.... o° . o$ .. o° 0 ° OC Z o Og o 0 o° N 0 00 0 o ° :: x I i_OCATiC1N ! !, - Do.. . - 0 `OQ. �.. 0 0 0� ° o o . 0 0 o _�- 600 _0� coo N EXISTING GROUND CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE NO. 2 STONE OR RUBBLE 2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. 3. THICKNESS: NOT LESS THAN 6". 4. WIDTH: 12' MINIMUM, BUT NOT LESS THAT THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER FABRIC: WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. 6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF 7. MAINTENANCE: ENTOF STORMWATER. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC RIGHTS -OF - THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL WHICH WILL CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEAS AS WAY. TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMM MEASURES USED 8. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT TRA ONTO PUBLIC RIGHTS--OF-WAY WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH T PRIOR TO ENTRANCE TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED INMAINTENANCESHALLO AN D SEDIMENT PROVIDED AFTER EACH RAIN. SHALL BE NOT TO SCALE PERSPECTI -36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. SOIL BACKFILL 36" FENCE POST Iron Pipe SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND -_ �.CIV� �.•vlvJ 1• BEFORE ANY CLEARING OR GRUBBING OF vII KUCTION THE SITE IS INITIATED, AND EARTHWORK PHASES. SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL SWALES AND DITCHES. STORM 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO PERVIOUS BARRIER IN THE SWALE OR DITCH. FORM A 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED I EACH BALE OF STAKES TO STABILIZE BALE -TYPE SEDIMENT TRAPS. N LIEU 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMBy THE EDIATELY FOR 5. ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED�'Y CORRECTED. ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALLSEEDED. AND MULCHED BY OCTOBER 1ST. TEMPORA AS SOON AS IS REASN- CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED RAPIDLY GROWING COVER E ED FOR TEMPORARY SURFACE 6' MACAO ES AND TEMPORARY INTERCEPTOR DITCHES BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED ROF COVERDI GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SW UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRAS N NETTING FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE ALES AND POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALS S FOR FO25 UR (4) 0 BE IMMEDIATELY MULCHED. 8. ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO GUID I tNES FOR RBAN �ROSt 7N � �c ,r LY,EbLYSYK TATE DIS NT CnNTAAI Lands N/F of O'Connor (3677/52) THE PROJECT SITE IS TO BE DEVELOPED, IN TWO PHASES. I V I IV THE LIMITS OF CLEARANCE AND GRADING SHALL BE AS INDICATED N THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD E THE PLANS. DETAILED IN THE LOCATION OF THE PERMANENT DRIVEWAY ON THE WEST E AS OF THE SITE AS INDICATED. END THE CONTRACTOR SHALL CLEAR THE SITE AND REMOVE S PRIOR TO THE START OF GRADING OPERATIONS, THE STUMPS AND DEBRIS. R CONTRACTOR SHALL INSTALL SEDIMENT CONTROL FENCING AS INDICATED, THE CONTRACTOR SHALL COMPLETE GRUBBING OPERATIONS AND REMOVE FROM THE SITE. TOPSOIL TO BE STRIPPED AND STOCKPILED AS INDICASTUMPS WHEN SUBGRADE FOR PAVED AREAS ARE COMPLETE AND TD FOR REUSE SIDING ARE COMPLETE, THE CONTRACTOR SHALL COMPLETE FINAL BUILD, GAD ROOFS AND ALL LAWN AREAS SHALL BE TOPSOILED AND SEEDED. PERMANENT DEVICES SHALL BE CONSTRUCTED AND PROTECTED FROM SILTATION DING OF THE SITE. AREAS AND LANDSCAPING ARE ESTABLISHED. STORM MANAGEMENT N UNTIL ALL LAWN FOLLOWING COMPLE11ON ALL. PLANTING AND THE ESTABLISHMENT OF A REMOVE ANY COLLECTED SEDIMENT AND REMOVE THE TEMPORARY SEDT REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE ALL LAWN AREAS, MATERIAL IN A LEGAL MANNER. SEDIMENT CONTROL MEASURES. OSE OF ALL WASTE REMOVE COLLECTED SILT FROM ALL CATCH BASINS AND REMOVE FROM CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH GLENS FAL THE SITE. TO PROVIDE FOR CONTINUOUS OPERA71ON OF THE CLINIC. PROVIDE TEMP ORARY SIGNAGE TO CONTROL ACCESS ON THE SITE SO THAT PATIENTS LS ANIMAL HOSPITAL ACTIVITIES AT ALL TIMES. ARE PROTECTED FROM CONSTRUCTION CONSTRUCTION ACCESS ROAD TO BE CONSTRUCTED AT THE L WESTERN DRIVE. PROVIDE SECURE WALK FROM THE TEMPORARY PARKA EXISTING ENTRY RAMP AREA. REMOVE FROM PAVING A TEMPORARY PAN OF THE EXISTING FOUNDA11ON FOR WESTERN PORTION OF BUILDING ADDITION. NEW TO AREAL THE AREAS TO BE CONSTRUCTED DURING THIS PHASE. DI S REQUIRED TO INSTALL NEW THE BUILDING ADDITION SECURE WALK FROM THE TEMPORARY DRIVES AND PARKING RELOCATED TO PROVIDE ACCESS TO THE NEW ADDITION ON SUBSTANTIAL COMPLETION OF .REMAINDER OF THE BUILDING ADDITION. UPON COMPLETION PARKING AREA SHALL BE TION AND CONSTRUCTION OF THE FINAL TIE IN OF THE PARKING AND DRIVES SHALL BE COMPLETED AND BUILDING ADDITION THE TEMPORARY PARKING AREA REMOVED AND THE AREA TO BE RE -SEEDED. CONSTRUCTION OF THE EMPLOYEE PARKING AREA TO BE DONE DURING PHASE ONE CONSTRUCTION EXISTING FOUNDAj1Q PROVIDE ACCESS THROUGH EXISTING DRIVES FOR EMPLOYEE AND PATIENT R . KNpM TRAFFIC ALL TIMES. BUILDING FOUNDATION. To AITa THE NEW ON. EXISTING ORNAMENTAL CRAB AREA OF THE EXISTING PARKING AREA BE-REMOV ANtVAbR FUTURE RE -USE APPLE TREES IN TO BE REMOVED AND SALVAGED FOR RE USE AS INDICATED IN THE FINAL SITE PLANS. E l E S _ \E E- N 78'17'20" W 25.00' Ems` PHASE ONE CONSTRUCTION AREA - ALL CONSTRUCTION VEHICLES TO ACCESS SITE AT THIS AREA DURING CONSTRUCTION. PLACE CONSTRUCTION ACCESS ROAD HERE DURING PHASE ONE LIMITS OF DISTURBANCE . - �- "' I uw UKI VtS. olborMn. PROVIDE ORANGE SAFE FENCE BARRIER BETWE N WORK AREA AND DRIVEWAY S INDICATED TO PROTECT PEDESTRI N TRAFFIC House FROM TEMPORARY PA KING AREA TO BUILDING ENTRY D RING PHASE 1 CCNSTAI In-na.►t ! TEMPORARY CLIENT PA i = AREA (CRUSHED G \ ' f STONE ON EXIST. LAWN STORMWATER FROM TEMPORARY AREA) TO BE REMOVED AS PARKING AREA TO SHEET FLOW SOON AS PARKING AREA BASE TO NATURAL LOW SPOT ON EXISTING PAVING HAS BEEN INSTALLED LAWN AREA TO THE EAST OF THE I TEMPORARY PARKING AREA AND '°�I -LIMITS OF 24"+oPie PERCOLATE INTO THE SOIL. DISTURBANCE pq Q a Iron Pipe Found SITE PLA- N 16201 0 ---------------------------- THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 18 MAY 2010 BY THE PLANNING Gl en w o d Aventip, BOARD of THE TOWN OFUEENSBURY. NEW YORK WITH WTHE FOLLOWING CONDITIONS 1. THE APPLICANT WILL, App ADDITIONAL LOW p •" E -- E E -- E --- E E ____ E ____ E IMPROVE COMPLIANCE WITH TOWN CODE, PLANTINGS AROUND THE SIGNAGE TO — E — E ""�' E --E E E —E -- E E ___ IM THE SIGNAGE. PLANTINGS WILL ABOUT SPECIFICALLY \ FOUR (4) YEWS ON EACH SIDE EXISTING SITE PLAN 2) OR THREE (3) FEET TALL - 30'-O" GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY D. L DICKINSON ASSOC. LEGEND ---- — — —_--_ PROPERTY UNE PROPERTY UNE SETBACKS ---------- 330---------- EXISTING CONTOURS 330 NEW CONTOURS —E E — UNDERGROUND ELECTRIC SERVICE '9s ss SANITARY SEWER w _� w WATER SERVICE E/P EDGE OF PAVEMENT _ SILT FENCE LOCATION - - ----------- __ `-_ LIMITS OF DISTURBANCE -- PROJECT PHASING LINES VICINITY MAP NO SCALE PROJECT LOCATION AVE Iv ARCHIT CT CO U CONSTRUCTION, THE CONTRACTOR SHALL HAVE THE ARCHITECT CONDUCT AN ASSESSMENT OF THE SITE ilti' AN INSPECTION REPORT' THAT THE APPROPRIATE EROSION AND :'3NTROLS HAVE BEEN ADEQUATELY INSTALLED, FOLLOWING TE ANSEDIMENT D CERTIFY OF CONSTRUCTION NG COMMENCEMENT THE ARCHITECT SHALL MAKE WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF q STORM EVENT OF 0 GREATER AND SHALL PREPARE A REPORT TO BE KEPT ON SITE TRACTOR. 5 INCHES OR BY THE THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION IN A SITE LOG BOOK, MAINTAINED ON SITE AND AVAILABLTO REPORTS PERMITTING AUTHORITY UPON REQUEST. THE AT COMPLETION OF CONSTRUCTION, THE ARCHITECT SHALL PERFORM A FINAL INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FI STABILIZATION AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. TA710N ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED 24 HOURS OF A STORM EVENT AND REPAIRED AND�OR MODIFIED WITHIN REQUIRED TO BE IN GOOD WORKABLE CONDITION. AS THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE I DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND N A OF SUCH ITEMS IN A LEGAL MANNER. DISPOSE ANY COVERED ORILES CONTAINEOF D BY SEDITOPSOIMENT OR EXCAVATED MATERIAL SHALL BE EROSION. MENT CONTROL FENCE TO PREVENT THE CONTRACTOR SHALL IN111AUZE STABIUZA11ON MEASURES AS PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE SOON AS OR PERMANENTLY CEASED. BUT IN NO CASE MORE THAN 14 TEMPORARILY DAYS. STABILIZATION OF GRASS AREAS INCLUDES HYDROSEEDIN ON SLOPES OVER 5:1 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. COVER ZONING ADMINiS1RATOR DATE 2 ISSUED FOR CONSTRUCTION 29 OCT 2010 1 REVISED PER PLANNING 19 MAY 2010 SILT FENCE. N }. 0 FINAL REVISIONS PER 4 JUNE 2010 PLANNING BOARD APPROVAL (TYP.) No. DESCRIPTION — - - - - -- - - _ _ N 87'56'40- E ( 171_99' - - - - - - - I LIMITS OF DISTURBANCE 0D 3: W I � r U— O Z ~ �- PHASE ' ONE CONSTRUC r r Ar = 1.19f I NEW EMPLOYEE PARKINGN I----- I AREA Lands N/F of O'Connor 2 � 24» (i 002/17 acr "so» r„ e -`'--`---- ---"_-_ r win �}, -1•-.� .,) / Q TEST PIT ( ! _� J N Of < I i_OCATiC1N ! !, Lands N/F of O'Connor (3677/52) moo -..! a rn REMOVE coo N I scotch 410 TREE I" I r I �- Pine hedge ,aO 2> >- ----- — — 24" w. ine ! J fir' E S _ \E E- N 78'17'20" W 25.00' Ems` PHASE ONE CONSTRUCTION AREA - ALL CONSTRUCTION VEHICLES TO ACCESS SITE AT THIS AREA DURING CONSTRUCTION. PLACE CONSTRUCTION ACCESS ROAD HERE DURING PHASE ONE LIMITS OF DISTURBANCE . - �- "' I uw UKI VtS. olborMn. PROVIDE ORANGE SAFE FENCE BARRIER BETWE N WORK AREA AND DRIVEWAY S INDICATED TO PROTECT PEDESTRI N TRAFFIC House FROM TEMPORARY PA KING AREA TO BUILDING ENTRY D RING PHASE 1 CCNSTAI In-na.►t ! TEMPORARY CLIENT PA i = AREA (CRUSHED G \ ' f STONE ON EXIST. LAWN STORMWATER FROM TEMPORARY AREA) TO BE REMOVED AS PARKING AREA TO SHEET FLOW SOON AS PARKING AREA BASE TO NATURAL LOW SPOT ON EXISTING PAVING HAS BEEN INSTALLED LAWN AREA TO THE EAST OF THE I TEMPORARY PARKING AREA AND '°�I -LIMITS OF 24"+oPie PERCOLATE INTO THE SOIL. DISTURBANCE pq Q a Iron Pipe Found SITE PLA- N 16201 0 ---------------------------- THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 18 MAY 2010 BY THE PLANNING Gl en w o d Aventip, BOARD of THE TOWN OFUEENSBURY. NEW YORK WITH WTHE FOLLOWING CONDITIONS 1. THE APPLICANT WILL, App ADDITIONAL LOW p •" E -- E E -- E --- E E ____ E ____ E IMPROVE COMPLIANCE WITH TOWN CODE, PLANTINGS AROUND THE SIGNAGE TO — E — E ""�' E --E E E —E -- E E ___ IM THE SIGNAGE. PLANTINGS WILL ABOUT SPECIFICALLY \ FOUR (4) YEWS ON EACH SIDE EXISTING SITE PLAN 2) OR THREE (3) FEET TALL - 30'-O" GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY D. L DICKINSON ASSOC. LEGEND ---- — — —_--_ PROPERTY UNE PROPERTY UNE SETBACKS ---------- 330---------- EXISTING CONTOURS 330 NEW CONTOURS —E E — UNDERGROUND ELECTRIC SERVICE '9s ss SANITARY SEWER w _� w WATER SERVICE E/P EDGE OF PAVEMENT _ SILT FENCE LOCATION - - ----------- __ `-_ LIMITS OF DISTURBANCE -- PROJECT PHASING LINES VICINITY MAP NO SCALE PROJECT LOCATION AVE Iv ARCHIT CT CO U CONSTRUCTION, THE CONTRACTOR SHALL HAVE THE ARCHITECT CONDUCT AN ASSESSMENT OF THE SITE ilti' AN INSPECTION REPORT' THAT THE APPROPRIATE EROSION AND :'3NTROLS HAVE BEEN ADEQUATELY INSTALLED, FOLLOWING TE ANSEDIMENT D CERTIFY OF CONSTRUCTION NG COMMENCEMENT THE ARCHITECT SHALL MAKE WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF q STORM EVENT OF 0 GREATER AND SHALL PREPARE A REPORT TO BE KEPT ON SITE TRACTOR. 5 INCHES OR BY THE THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION IN A SITE LOG BOOK, MAINTAINED ON SITE AND AVAILABLTO REPORTS PERMITTING AUTHORITY UPON REQUEST. THE AT COMPLETION OF CONSTRUCTION, THE ARCHITECT SHALL PERFORM A FINAL INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FI STABILIZATION AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. TA710N ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED 24 HOURS OF A STORM EVENT AND REPAIRED AND�OR MODIFIED WITHIN REQUIRED TO BE IN GOOD WORKABLE CONDITION. AS THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE I DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND N A OF SUCH ITEMS IN A LEGAL MANNER. DISPOSE ANY COVERED ORILES CONTAINEOF D BY SEDITOPSOIMENT OR EXCAVATED MATERIAL SHALL BE EROSION. MENT CONTROL FENCE TO PREVENT THE CONTRACTOR SHALL IN111AUZE STABIUZA11ON MEASURES AS PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE SOON AS OR PERMANENTLY CEASED. BUT IN NO CASE MORE THAN 14 TEMPORARILY DAYS. STABILIZATION OF GRASS AREAS INCLUDES HYDROSEEDIN ON SLOPES OVER 5:1 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. COVER ZONING ADMINiS1RATOR DATE 2 ISSUED FOR CONSTRUCTION 29 OCT 2010 1 REVISED PER PLANNING 19 MAY 2010 BOARD REVIEW N }. 0 FINAL REVISIONS PER 4 JUNE 2010 PLANNING BOARD APPROVAL No. DESCRIPTION DATE REVISIONS WORK IS TO E AS NOTEDAND NACCRDAN E WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. !"-..4 _cz 0 0 00N 0 00 ct z P� u Rd P---4 '0 N hC O 0 A4 0 o QU � > CAD FILE NAME ACAD\V do H\GF ANIMAL 8 0 SP\C-1 SCALE DRAWN BY DRAWING TITLE CONSTRUCTION SEQUENCING AND STORM WA TER M GM T. PLAN DRAWING No. 0 N }. D 3 Nom} 0D 3: W U— O Z ~ �- z W 8 D U Q _� J N Of < <21, moo -..! 5oz coo N 410 QYi �- Eo OV ,aO 2> >- un N L. >_ 0 W a �N °'roaU v-arO Ur NCC Od-���' '3^. v/tO Qq tr)0 5DZ} Z.2 NN 4000 L* <Z D o [r W V) >° i° W WORK IS TO E AS NOTEDAND NACCRDAN E WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. !"-..4 _cz 0 0 00N 0 00 ct z P� u Rd P---4 '0 N hC O 0 A4 0 o QU � > CAD FILE NAME ACAD\V do H\GF ANIMAL 8 0 SP\C-1 SCALE DRAWN BY DRAWING TITLE CONSTRUCTION SEQUENCING AND STORM WA TER M GM T. PLAN DRAWING No.