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2006-719 �_ TOWN OF QUEENSBURY NVFIgirP 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060719 Date Issued: Wednesday, October 27, 2010 This is to certify that work requested to be done as shown by Permit Number P20060719 has been completed. Location: 32 TREASURES P1 Tax Map Number: 523400-302-008-0001-083-000-0000 Owner: AMEDORE GROUP, INC. Applicant: AMEDORE GROUP, INC. This structure may be occupied as a: Garage - 1 Car Attached By Order of Town Board Townhouse TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 41 property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. ea TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (S18)761-8201 f � Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060719 Application Number. A20060719 Tax Map No: 523400-302-008-0001-083-000-000f Permission is hereby granted to: AMEDORE GROUP, INC. For property located at: 32 TREASURES PI in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot p ans and othe ' ormation hereto filed and approved and in compliance with the NYS Uniform Buildin:y .d-. and the Queens.uryZoning Ordinance. ,^ 'ype of Cons. ti.n Value Owner Address: AMEDORE GROUP, INC. 9 0 WESTERN Ave Garage 1 �. trached AL ANY, NY 12203-0000 Townluo. $17,500.00 Total -: �c $17,500.00 Contractor or B ' •er's am / d s Garage Inspection Agency Plans &Specifications 2006-719 BUILDING 9 32 TREASURES PLACE (DOWN,LEFT) 1234 SQ FT CONDO WITH ATTACHED 260 SQ FT 1 CAR GARAGE $198.76 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday, September 25, 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 Toymn- f,Quee n3' o�da3;TSeptember 25, 2006 SIGNED BY s jjav- 4 -/-;?-?14 for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY wow 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060719 Application Number. A20060719 Tax Map No: 523400-302-008-0001-015-000-0000 Permission is hereby granted to: AMEDORE HOMES For property located at: 314 BAY Rd in the Town of Queens bury,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: JAMES & GLADYS BROWER TRU 121 POTTER Rd Garage- 1 Car Attached GANSEVOORT, NY 12831-1011 Townhouse $17,500.00 Total Value $17,500.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2006-719 BUILDING 9 32 TREASURES PLACE (DOWN,LEFT) 1234 SQ FT CONDO WITH ATTACHED 260 SQ FT 1 CAR GARAGE $198.76 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, September 25, 2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To ensbu.; �1 Mena , Se tember 25, 2006 SIGNED BY I! for the Town of Queensbury. • ;,$i; tlr,t,TDirector of Building&Code Enforce?r;:....'tq-,&,i`:,n fir. pj lir Ptt•�'.:1rU!:, If r-t r . ............................................. C ..t').[C... . . . „• � ........... .... OFFICE USE ONLY TAX MAP NO. 02 — — i ,. PERMIT NO. FEES: PE' IT yto-f i - a te R REATION .7pTf�L �F � --,--= _ENGINEERING ; �_ y.Q./.�s6Q� fAi F6�� A.—./i (IfaPPHcable) -.. .. PPRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & B A PERMIT MUST BE OBTAINED BEFORE BEGINNING BUILDING PERMIT REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.I'PLICATION IS SUBJECT TO APPLICANT/BUILDER,. Al rityre --=�„ro..�c OWNER: 5am.� ADDRESS: A ,r 11i1� NY /2203 . ADDRESS: Sc� ,,, PHONE NO ._ `U� - ,r, , PHONE NOS, p • CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:= Y� , PHONE: LOCATION OF PROPERTY: 3 `1 t SUBDIVISION NAME: A . i . I 111I PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z PROJECPPLY TO YOUR o fr. ft OcC O O � p o W w L�� �' cimpn o �• P. a = oes SINGLE FAMILY ,e le-0 TWO-FAMILY /72"�E NM MULTI-FAMILY (NO.of UNITS`) MI TOWNHOUSE MI ........__________,______ BUSINESS OFFICE 1111111 RETAIL- MERCANTILE 11111111 FACTORY OR INDUSTRIAL .1111 ATTACHE GARAG 12,3) 2/`o OTHER 26 `` IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: -FUEL TYPE: HEAT TYPE: *HOW MANY FIREPL.ACE(,S):crf ibgJ AND/OR WOODSTOVES(S): ZONING CATEGORY: 3 ARE THERE WETLANDS ON THIS SITE?___ye_a___. IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: 1,. '. 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-1,GL 11-05 `1Town of, f Queensbury• Community Development Office • 742 Bay Road, Queensbur,. NY 119im ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO ARE THERE EASEMENTS ON PROPERTY? 04) !I er st p,a•-ta 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 b.the above. "? Signed .. a Director of Building es;,-761-8266 kfor 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 ac Applicant to erect or alter the buildin p tion described described herein in accordance with said herein is found to be in accordance with the Application: zoning Laws of the Town of Queensbury. BUILD .�G : COD Al ESA--;•OVAL ZONING APPROVAL DATE o DATE QUESTIONS? CALL 7614256 OR EMAIL Cde UBeASbu .net VISIT OUR WEBSITE FOR MORE INFORMATION vrww:aueansbury net Town of Queensbury• Community,Development Office• ,ff 742 Bay Road, Queensbury, NY 12804 96- 7-[? 3z i 7,8-- r---04.--;?-24--Eo---- 'ZO2 .. —/—/5.--- OFFICE USE ONLY By1 Idi i'Lc 0‘---73?*' 2-15- TAX MAP NO. PERMIT NO. PERMIT FEE ak�� - . APPROVALS: ZONING TOWN CLERK AUG 2 9 2006 APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECTTO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. / j'•� OWNER: A vw do ke- E GI V y„-t c / INSTALLER: I • S • • -, ADDRESS: 11: 00 V`''ex 9;,L Awe. ADDRESS: PHONE NOS. • 1'S' .5-1.=-- / a i 0 PHONE NOS. ii LOCATION OF INSTALLATION: Li ite-Q •i = RESIDENCE INFORMATION: YEAR BUILT NO.OF i X I COMPUTATION= TOTAL DAILY FLOW BEDROOMS I I 1980 or older I ' GARBAGE GRINDER i I X I 150 gallon per bedroom INSTALLED? 1981 -1991 X 1 130 gallon per bedroom I = SPA OR HOT TUB 1992-present X I 110 gallon per bedroom ; = I INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL N. WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM: (If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. I NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWNII I APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. I For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@queensburv.net / f 2/ VISIT OUR WEBSITE FOR MORE INFORMATIgN i o 2 cr/-.° www.queensburv.net 2 Signature of Person Responsible Date ,fir;!%} Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ,•v,•'Nay. 10. 2010.,/, 2 26FMt �iMDIA, 'Nat� rv1 I et NY s�� , "�;� �A �A � Nc. '9G2'.cF. 2/2 >_ . „ • • .a ,�. .J. l �„ rC �U';FJ.J�Jd��v' �S►�J.J r'r .�: ".j. C— — — ,,., I Liz MIDDLE DEPARTMENT INSPECTION AGENCY, INC. .. Ve":tc.cea that the electrical wiring to the electrical equipment listed below has been examined and is approved as 'y' being in accord with the National Electrical Code, applicable governmental, utility and Agency rules ill effect on the date noted below and is issued subject to the following conditions. '-- 7 r� 7 e, k Owner: Amedore Date:1 10/25/2010 V Iak rn s Occupant Same Location32 Treasures Queensbury, Warren Co. NY , Occupancy:Single Family Dwg. G k, 0 Applicant: WImmanuel Electric Inc. �sx ~ i,•,x'r.,»� :W(a 2 Mohawk Ave. ` E PA ,' '* v�` x < � : �`a) AI taus, NY 12008 .'r � .. °. -�"�-s�'^�-- ,te '''«„ ,) P .cam ,� ..�., >-,...., y` .It�. r • 4. /I' v� ` Raymond A. Nova � i fa b4fild 0. l No. , ~ 11408641fl9� q ` - - Al ' P ' •• '4— .. i-- lLd Equipment: i ' � ttKii' i �',;r`- r r 4.. N 100-Amp. Service Equipm nt#2; i les;ll-'e'e �cles 1I �• i tures- 1�'----Water Heater; 1 -Air 6.)' k) Conditioner; 1 - Burner, Wirir -.& Cop ols; 1 - Dishwasher; 1 - Dryer; 3 -20 Amp. Rp6erptacic&``r' F..i P i? ,(fliNN.,,,,_ ,,,,,, J 73/f''t'LrptcTION J �7r, .l ) A�• 0,74 , x �'.-ite-�',n'.,"'"'<J"a'^''Y " 9¢y ft's. I,, ,0 Pi Agenr3 1 th /tea .4.4? tiP —401 sem: CE � sC" S?: ► SG2 ,4 ) y This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void, This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change In the use,occupancy or ownership 'b. (ht inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be Immediately null and vote. rVis) 1 Sciency or fitness of the equipment for any particular purpose. This certificate shall In the event that tills certificate becomes invalid based upon the above conditions, (J�' ??Q.' be valid for a period of one year from the above noted dale. Should the electrical This certificate may be revalidated upon reinspection by Middle Department v 1 MI l system to which this certificate applies be altered In any way,Including but not limit- Inspection Agency,Inc. An application for Inspection must be submitted to Middle ';' 0.•i ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc.to Initiate the Inspection and revalidation ;.. p; any of the components installed as of the above noted date,this certificate shall be' process. A lee will be charged lar this service. ;.) s • •••<`' ti4' a �6,� � � vrv�AW GfrS✓� . n r';4PA' 4 vINeo,•l"yv 9N .?"1' S� 4'�r\ 17,,yT ,i5W .a, 4. 4 .= ...\!4a/ t4 •� 4A•S�f4VVeiA ee,k- VECt744.,:)%EE.11' `L6.,A.L 4.C Queensbury Building & Code Enforcement - Residential FA-I Inspection Office No. (518) 761-8256 Arrive: ( . ' vam/p rt: _ am/pm Date Inspection request received: — Inspector' Dials: -__ _ /Z> 4/11,ecire_ PERMIT#: or1. f% �� NAME: � � /r'� � –%-i LOCATION: • /rte _, f% DATE: / . TYPE OF STRUCTURE: Comments: Y9si No N/A 4" Building Number Address visible from road yW /C�Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete ✓/ Platform at all exterior doors ✓/ Handrail 4 or more risers _ r ✓ Guards at stairs decks, patios more than 30 inches above grade f/ Guard at stairwell at 34 inches or more // Guard at deck,porches 36 inches or more �/! Handrail Termination at Newell Post or Wall _ ✓f Interior/Exterior Railings 34 inches to 38 inches � ✓// Deck Bracing/Handicapped Ramp Compliant ✓ Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate _ /r Gas Valve shut-off exposed/regulator 18 inches above grade ✓/z ly Interior privacy!trim/doors main entrance 36 inches ✓/ Bathroom/Kitchen watertight_ Safety glazing I Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors j Every level: Every Bedroom: V/ Outside every bedroom are inter Connected: Battery backup: _ / Attic access 30 inches x 22 inches x 30 inches(height) in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window isz- Plumbing fixtures ✓/ Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. X Emergency egress below grade ✓ Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area / /Furnace/Hot Water Heater operating ✓ Low water shut-off boiler / _ Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1/z"Gypsum - /� Basement stairs closed rise>4 inches - /'. Garage Floor Pitched ✓ Garage fireproofing/'/•hour fire door/door closer Duct work Sealed properly ✓/ e- Gas Logs in Sealed or Glass Enclosure ! _ V —Fina! Electrical tin EIk713/ ✓/ Final Survey Plot Plan J , � Arc Fault Breaker in Bedrooms _ .,/ . `/ ktilt-L-C--------/ 0 E__ Flex Gas Pipe Bonding '/ As Built Septic System/Sewer Dept_Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required / Okay to issue C/C or C/0[Temporary/Permanent] 1/ L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7, 2008; Revised 6126/08 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: /1)-25---76 NAME: "Leia 1`-el_. LOCATION: _ Ta= %.r rc f 1 PERMIT#: <' 7/- 7 • (see. `2 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Ojj Craig Brown, Zoning Administrator Notes: L:\SucHemingway\Building.Codes.lnspection.FORMS\Final Survey Zoning Administrator.doc PAVEME TRANSITI OC.B, 0 0 O I MEET EXISTING ASPHALT PAVEM NT AND CURB FLUSHWITH SMOOTH TRA SITION (TYP.) 0 oaaa LEGEND: TREE LINE EASEMENT LINE LIGHT POLE FIRE HYDRANT SANITARY OR STORM MANHOLE CATCH BASIN WATER VALVE CLEAN OUT CURB STOP YARD BASIN RIP RAP ��M ____1 MAINTENANCE ACCESS LAYOUT NOTES: 1. BUILDING DIMENSIONS SHALL BE TAKEN FROM BUILDING CONSTRUCTION PLANS. NOTIFY THE ENGINEER OF ANY DEVIATIONS FROM CONDITIONS SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENT— TATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED UP AS—BUILT PLANS FOR ALL UTILITIES; SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS—BUILT PLANS SHALL BE REVIEWED BY THE OWNER AND THE ENGINEER AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTIONS OR ADDITIONS TO THE SATISFACTION OF THE OWNER AND THE ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. 4. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR REVIEW BY THE ENGINEER. CHAZEN ENGINEERING Dutahess County Office: Capital District office: 21 Fox Street 547 River Street Poughkeepsie, New York 12601 Troy, New York 12180 Phone: (845) 454-3980 Phone: (518) 273-0055 ASPHALT -PROPOSED UTILITY EASEMENT TO BE CONVEYED TO TOWN PAVING NOTES: I� ► ► i \ �\ PROPOSED, WETLANp MITIGATION AREA 3 IVE LANE DIVIDERS — WHITE NO PARKING ZONE MARKINGS — ZONING AND SITE STATISTICS: BAR SCALE 6. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD NUMBER OF PARKING SPACES © ZONING DISTRICT: MR -5 (PER 5/16/05 TOWN ZONE CHANGE) ALKICA LANES — WHITE OR AOBE VIBRATING SCREED. SPREAD BETWEEN TEMPERATURE OF 225' F H HANDICAP —BLUE ONLY WATER DISTRICT: QUEENSBURY CONSOLIDATED WATER DISTRICT (107.2' C), MIN. AND 325' (168.8' C) MAX. PLACEMENT IN INACCESSIBLE ► �� 36 PROPOSED SIGN —*— SEWER DISTRICT: CENTRAL QUEENSBURY QUAKER ROAD SEWER DISTRICT FOR PLANNING BOARD APPROVAL - NOT FOR CONSTRUCTION t ► SCHOOL DISTRICT: GLENS FALLS SCHOOL DISTRICT i i R I' EDGE OF PAVEMENT ► FIRE DISTRICT: QUEENSBURY CENTRAL FIRE DISTRICT A ' CURB PERMITTED USE: MULTI FAMILY MAX # OF BUILDABLE LOTS FOR A CONVENTIONAL SUBDIVISION = 46.9 WETLAND cv L 1 \� R MITIGATION (CALCULATED AS TOTAL AREA MINUS DEDUCTIONS, DIVIDED BY THE MINIMUM \\ r CL ROAD 6358.49 SF i ALLOWABLE LOT SIZE) ► ► REQUIRED PROPOSED • PARKING LINING & STRIPING LOT AREA (MIN): LOT WIDTH 5,000 SF 301,435 SF OR 6.92 AC 80' MINIMUM 502'± SET BACKS: FRONT YARD: 75' 75' WV REAR YARD: 10' 20 a GENERAL NOTES: SIDE YARD: 10' 29' OCO 1. DEVELOPMENT MUST MEET ALL NYS UNIFORM FIRE PROTECTION AND ONE/BOTH BUILDING CODES. BLDG HIEGHT: 40' 30'± CS DEV COVERAGE(MAX): 70% 35% 2. ALL LIGHTING SHALL BE SHIELDED AND/OR PLACED IN SUCH A PARKING REQ'MT: 1.5 SPACES PER 44 GARAGE SPACES 0YB MANNER AS TO PREVENT OFF—SITE ILLUMINATION. DWELLING UNIT 44 DRIVEWAY SPACES 66 SPACES 10 VISITOR SPACES 2 ADA SPACES 100 TOTAL SPACES OF NEIn�� ALL RIGHTS RESERVED. COPY OR REPRODUCTION OF THIS PLAN OR ANY PORTION, THEREOF IS PROHIBITED WITHOUT THE WRITTEN - ���J-0 -:. PERMISSION OF THE DESIGN ENGINEER, SURVEYOR, OR ARCHITECT. C7hawn ALTERATION OF THIS DRAWING, EXCEPT BY A LICENSED P.E. IS ILLEGK.. ANY ALTERATION BY A P.E. MUST BE INDICATED AND Q.V BEAR 1 i iE APPROPRIATE SEAL, SIGNATURE AND DATE OF ALTERATION. ^ ` COMNA 1 I S 1 I � _ �® 062 g �� �� r°RpF�SSo,\0� Engineers/Surveyors Planners Environmental Scientists LAYOUT NOTES: 1. BUILDING DIMENSIONS SHALL BE TAKEN FROM BUILDING CONSTRUCTION PLANS. NOTIFY THE ENGINEER OF ANY DEVIATIONS FROM CONDITIONS SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENT— TATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED UP AS—BUILT PLANS FOR ALL UTILITIES; SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS—BUILT PLANS SHALL BE REVIEWED BY THE OWNER AND THE ENGINEER AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTIONS OR ADDITIONS TO THE SATISFACTION OF THE OWNER AND THE ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. 4. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR REVIEW BY THE ENGINEER. CHAZEN ENGINEERING Dutahess County Office: Capital District office: 21 Fox Street 547 River Street Poughkeepsie, New York 12601 Troy, New York 12180 Phone: (845) 454-3980 Phone: (518) 273-0055 ASPHALT -PROPOSED UTILITY EASEMENT TO BE CONVEYED TO TOWN PAVING NOTES: I� ► ► i \ �\ PROPOSED, WETLANp MITIGATION AREA 3 ice% I / PROPOSED WETLAND' JIDF MITIGATION AREA 2 , ► ► 5428.93 SF ► p 1. REMOVE LOOSE AND FOREIGN MATERIAL FROM SUBBASE SURFACE 7. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN BEFORE PAVING. USE POWER BROOMS, BLOWERS OR HAND BROOM. SUCCESSIVE DAYS' WORK. 2. APPLY PRIME COAT WHENEVER SUBBASE SURFACE IS EXPOSED TO 8. CONSTRUCT JOINTS TO HAVE SAME TEXTURE, DENSITY AND SMOOTHNESS WEATHER FOR MORE THAN EIGHT WEEKS, WHEN VEHICULAR TRAFFIC IS AS ADJACENT SECTIONS. ALLOWED ON THE SURFACE FOR MORE THAN ONE WEEK OR AS ORDERED BY THE OWNER. 9. COMPACT TO OBTAIN REDUCED DENSITY. 3. TACK COAT TO BE DILUTED WITH WATER AND APPLIED TO CONTACT 10. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN SURFACES OF EXISTING CONCRETE (ASPHALT OR PORTLAND CEMENT). SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL OR STONE 4. BRUSH SURFACES OF CURBS, GUTTERS, MANHOLES AND OTHER MATERIALS TO THE SATISFACTION OF THE ENGINEER. STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO PAVEMENT MARKING NOTES: A "TACKY" CONSISTENCY BEFORE PAVING. 1. MARK PAVEMENT AS INDICATED ON THE PLANS AND/OR IN ACCORDANCE 5. TACK COAT ALL END TRANSITIONS TO EXISTING PAVEMENT, WHEN WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. TRAFFIC IS DRIVEN ON LOWER PAVED SURFACES, FOR ALL PAVEMENT OVERLAYS OR AS ORDERED BY THE OWNER. 2 COLOR DR i LANDS N/F OF M.T. MINOCUE INC. LANDS N/F OF HARRON CABLEVISION OF NEW YORK, INC. IVE LANE DIVIDERS — WHITE NO PARKING ZONE MARKINGS — OR AOBE WHITE OR AOBE BAR SCALE 6. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD PARKING DIVIDERS — WHITE OR ROBE 30 0 15 30 60 AND STRIKE—OFF USING A SELF—PROPELLED PAVING MACHINE, WITH ALKICA LANES — WHITE OR AOBE VIBRATING SCREED. SPREAD BETWEEN TEMPERATURE OF 225' F H HANDICAP —BLUE ONLY REVISIONS PER PLANNING BOARD COMMENTS 2 8/31/05 (107.2' C), MIN. AND 325' (168.8' C) MAX. PLACEMENT IN INACCESSIBLE ► �� 36 REVISIONS PER PLANNING BOARD COMMENTS 1 inch = 30 ft. AND SMALL AREAS MAY BE BY HAND. ISSUED FOR PLANNING BOARD APPROVAL - NOT FOR CONSTRUCTION t ► i i R I' ► ► ► ! A ' \ " PROPOSED WETLAND cv L 1 \� R MITIGATION AF�EA 1 \\ r 1 ! 6358.49 SF i 1 ► ► ice% I / PROPOSED WETLAND' JIDF MITIGATION AREA 2 , ► ► 5428.93 SF ► p 1. REMOVE LOOSE AND FOREIGN MATERIAL FROM SUBBASE SURFACE 7. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN BEFORE PAVING. USE POWER BROOMS, BLOWERS OR HAND BROOM. SUCCESSIVE DAYS' WORK. 2. APPLY PRIME COAT WHENEVER SUBBASE SURFACE IS EXPOSED TO 8. CONSTRUCT JOINTS TO HAVE SAME TEXTURE, DENSITY AND SMOOTHNESS WEATHER FOR MORE THAN EIGHT WEEKS, WHEN VEHICULAR TRAFFIC IS AS ADJACENT SECTIONS. ALLOWED ON THE SURFACE FOR MORE THAN ONE WEEK OR AS ORDERED BY THE OWNER. 9. COMPACT TO OBTAIN REDUCED DENSITY. 3. TACK COAT TO BE DILUTED WITH WATER AND APPLIED TO CONTACT 10. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN SURFACES OF EXISTING CONCRETE (ASPHALT OR PORTLAND CEMENT). SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL OR STONE 4. BRUSH SURFACES OF CURBS, GUTTERS, MANHOLES AND OTHER MATERIALS TO THE SATISFACTION OF THE ENGINEER. STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO PAVEMENT MARKING NOTES: A "TACKY" CONSISTENCY BEFORE PAVING. 1. MARK PAVEMENT AS INDICATED ON THE PLANS AND/OR IN ACCORDANCE 5. TACK COAT ALL END TRANSITIONS TO EXISTING PAVEMENT, WHEN WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. TRAFFIC IS DRIVEN ON LOWER PAVED SURFACES, FOR ALL PAVEMENT OVERLAYS OR AS ORDERED BY THE OWNER. 2 COLOR DR i LANDS N/F OF M.T. MINOCUE INC. LANDS N/F OF HARRON CABLEVISION OF NEW YORK, INC. LAND SURVEYING CO., P.C. Orange County Office: North Country Office: 356 Meadow Avenue 100 Glen Street Newburgh, New York 12550 Glens Falls, New York 12801 Phone: (845) 567-1133 Phone: (518) 812-0513 IVE LANE DIVIDERS — WHITE NO PARKING ZONE MARKINGS — OR AOBE WHITE OR AOBE BAR SCALE 6. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD PARKING DIVIDERS — WHITE OR ROBE 30 0 15 30 60 AND STRIKE—OFF USING A SELF—PROPELLED PAVING MACHINE, WITH ALKICA LANES — WHITE OR AOBE VIBRATING SCREED. SPREAD BETWEEN TEMPERATURE OF 225' F H HANDICAP —BLUE ONLY REVISIONS PER PLANNING BOARD COMMENTS 2 8/31/05 (107.2' C), MIN. AND 325' (168.8' C) MAX. PLACEMENT IN INACCESSIBLE 1 8/15/05 REVISIONS PER PLANNING BOARD COMMENTS 1 inch = 30 ft. AND SMALL AREAS MAY BE BY HAND. ISSUED FOR PLANNING BOARD APPROVAL - NOT FOR CONSTRUCTION LAND SURVEYING CO., P.C. Orange County Office: North Country Office: 356 Meadow Avenue 100 Glen Street Newburgh, New York 12550 Glens Falls, New York 12801 Phone: (845) 567-1133 Phone: (518) 812-0513 '%%% r t: V. I as Ce I aescrlptlon TURNBERRY SITE LAYOUT PLAN TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK drawn checked PG JB date scale 06/10/05 1"=30' project no. 90504.00 sheet no. SP3 5 2/22/06 PRE—CONSTRUCTION CLARIFICATIONS 3 9/28/05 REVISIONS PER PLANNING BOARD COMMENTS 2 8/31/05 REVISIONS PER WASTEWATER DEPARTMENT COMMENTS 1 8/15/05 REVISIONS PER PLANNING BOARD COMMENTS '%%% r t: V. I as Ce I aescrlptlon TURNBERRY SITE LAYOUT PLAN TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK drawn checked PG JB date scale 06/10/05 1"=30' project no. 90504.00 sheet no. SP3 (61 y' _S / (1- 7- Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm' Depart: ti . , am/pm p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,��"`"1_` NAME: -,4/1} PERMIT #: &*-- 770 LOCATION` 3 Z 2 c few V INSPECT ON: Y--/6 TYPE OF STRUCTURE: jY N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place_ 1 % inch minimum Drain Size 1 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 'r-rHead 50-P.S.1 for 15 minutes Insulation /Residential Check / Commercial Check ` e T r�Similar Exterior Sealant �/ Proper Vent, Attic Vent 1. 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: --l0 Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 a7 IC - /I tc jti�Sc,Qr Framing Firestopping in Inspection " rt P8 Po Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: / m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i I NAME: ,i _ PERMIT#: (.)(.-7/7 LOCATION: r&gS, INSPECT ON: TYPE OF STRUCTURE: 4 LAJ J Z, � ' \ :\ye, N N/A COMMENTS: Framing ss 22" x 30" minimum Jack Studs/ Headers Bracing I 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 1/2(w) 16 gauge (8) 16D nails each side v 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 '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. (VII) 5.7 sf above/ below grade 5.0 sf grade L:1Building&Codes Form3-0LD\BultdIng&Codes\nspedion FomisTraming Firestopping Inspection Repoct.doc Revised January 7,2008 /c., --( ( ---Ize -, i&A;o:'j#V1 .-u-c-47 Rough Plumbing / insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pip Depart: f'01.6 .----,..am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 6.1..y4) NAME: / rt7r- PERMIT ##: ic - ?/ LOCATION: 3 __ 2 /,' > L re-S '7----Y INSPECT ON: — OM _ TYPE OF STRUCTURE: C,6L-0,--1 z-z Y AN N/A Rough Plumbin. 1 Nail Plates ■ Plumbin' V I Vents in Place pi 1 21 .. minimum Drain Size Washing Machine Drain 2 inch minimum 11111 Cleanout every 100 feet I change of direction Pressure Test Drain I Vent Air/ Head 5 P.S.I. or 10 ft. above hi lest connection for 15 minutes Pressure Test Water Supply Piping \' Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check 1111 Tyvek or Similar Exterior SealantBM Proper Vent, Attic Vent Door/Window Sealed (No Insulation _ Duct/ Hot Water Piping Insulation If r uired unheated spaces Combustion Air Supply for Furnace — II Duct work sealed properly/ No duct tape —� COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 (0 7( FCâng / Firedtopping In pe Ion Report Office No. (518) 761-8256 Date In: • : •nre« i :• Queensbury Building & Code Enforcement Arrive: ti �,•,�• De•-rt: 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: PERMIT#: i fi LOCATION: y recy5 L2 re-5 INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing/ Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more • Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes I 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 j • Bolts 61. or less on center Ice and water shield 24 inches from wall e se - ion 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. ON) 5.7 sf above / below grade 5.0 sf grade _ L:lBuitding&Codes Forms-OLD1Buildinq&Codes1Inspection Fwma\Frerning Firestopping Inspection Report.doc Revised January 7,2008 • Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ-:. ive Queensbury Building&Code Enforcement Arrive: /2../15D . �iil' D-..art: am/� �j 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials __�/ NAME: _ ,. V s ' .0 l C 0. :411' T#: 06--7)9 LOCATION: j, • %p, i7 ECT ON: it,9-- � TYPE OF STRUCTURE: + 2._ 1\,...)1_____ r-\ Comments ck, _3 Y N N/A ?/* Footings Piers Monolithic Slab .(77- 00-) 8 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/Wailpour 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 0 Plumbing Under Slab PVC/Cast/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 2 -LI ORS ///z/0G Foundation Inspection Report Office No.(518)761-8256 Date Ins tib= the : Queensbury Building&Code Enforcement Arrive: j i) it Depart: -3.-'13—)am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia . NAME: , i ` ' :' 11-#: .�#: " 7/ / LOCATION :/A; , / INSPECT ON: 1\ —2_ —0(c)TYPE OF STRUCTUU: _ 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 '3V< Backfill Approval ' bi _ Under Sla ) Q PVC ast .opper • i Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /0 -/z /V 0 Jo ` )/ / /0407c16, Foundation Inspection Report Office No.(518) 761-8256 Date Inspection....-4L,- p- - : Queensbury Building&Code Enforcement Arrive: : V. Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi. : NAME: or g A' `r PERMIT#: 9 ` / I LOCATION: !gatllINIfMiti.si,' INSPECT ON: a 102. TYPE OF STRUCTURE: Comments Y N N/A r-C Footings Piers C-p VIN Monolithic Slab Reinforcement in Place F2._ 31 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/Co r oundation Insulatio etor xterior 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 • - /0//e 06s Foundation Inspection Report Office No.(518) 761-8256 Date Insp tion request received: Queensbury Building&Code Enforcement Arrive: /�/Gll am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 06777/ / . LOCATION: I-) �'f 7/ ,/ 4� INSPECT ON: � TYPE OF STRUCTU't9. _ Comments Yf N_ N/A Footings Monolithic Slab /MA Cu'-07r;� •- i�cf�s�i Reinforcement in Place GA.,is 14,- C1ci-gGl/r /d(t1 .,tif 94 The contractor is responsible for AD-if 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 / eec C07/C4 4//:Footing Drain Daylight or Sump [ ! .,j Footing Drain Stone: i�EJu�lf i nr, e'K 12 inch width 4,;:y I 6 inches above footing t 4c� oh `,�i 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 Reportdoc Last printed 12/20/2005 9:24:00 AM