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2014-144 �� TOWN OF QUEENSBURY Fos 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140144 Date Issued: Thursday, October 16, 2014 This is to certify that work requested to be done as shown by Permit Number P20140144 has been completed. Location: 12 ROBERTS Ct Tax Map Number: 523400-308-018-0002-073-000-0000 Owner: MATTHEW FISKE Applicant: MATTHEW FISKE This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property c owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals bythe PlanningBoard t PP Director of Building&Code Enfo ement or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY `r 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140144 Application Number: A20140144 Tax Map No: 523400-308-018-0002-073-000-0000 Permission is hereby granted to: MATTHEW FISKE For property located at: 12 ROBERTS Ct 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: MATTHEW FISKE 909 SHARDON Ct Garage Attached SCHENECTADY, NY 12306-0000 Single Family Dwelling $125,000.00 Total Value $125,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-144 Lot G, House No. 12 Roberts Court - Southern Exposure Subdivision (not Hudson Pointe PUD) SFD 2,615 sq ft w/attached garage 611 sq ft $614.65 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,May 07,2015 (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 Towno ensbu Jry � We' i s;ay,May 07,2014 SIGNED BY GSdbt" !. . - for the Town of Queensbury. Director of Building& Co e Enfo'cement Town of Queensbury Highway Department I APR 2 5 2014 DRIVEWAY PERMIT TOWN OF QUEENSBURY BUILDING& CODES Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Superintendent Home: (518) 798-0413 Home: (518)745-0929 Office Phone: (518) 761-8211 Office: (518)761-8211 Fax: (518) 745-4466 Building Permit#: IH—/y t/ TTax Map ID: F&� 6).-bfr• Applicant Name: Address to be inspected: 1676 f bvic 46. 1a 1/2o4eta Sir (c. c'1'„ Return Address: 67r reSdc Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: Step 1: ( ) Preliminary Approval Need: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( ) 15" ( ) 18" ( )24" ( )36" Preliminary inspections completed by: Date: Approved by Highway Supt: Deputy Supt.: Upon completion, please resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 RE77—or PH--17 n WI lig office Use tnly Received: Tax Mar4D111 APR 2 5 2014 I Town of Queensbury Building & Codes Permit No.: SEPTIC DISPOSAL PERMIT Permit Fee: TOlVN OF QUEENSBU Y I A permit must be obtained before beginning construction Approvals: BUIf ultvu GUDES Applicant: F.st tokI i• ` Coe-47%r< , InstallerlBuilder �i Cko Si.L • Address: 901 5Aa r,-JQ . C f'• Address 90? 3/M,r jn C l• . , 3�• N4/ /2,306 Phone: ' S�— 5 dr--( Phone ?S- 578'( Owner: Location of Installation /e2 ,Z AQn,T_1 Cr. Address: �L4 r o&-t-rC- SLAad. Phone Contact Person for Building&Code Compliance: 19 i it F.S/4 _ Day Phone: 8sy�7Pi Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? 1981-1991 x 130 = Spa or Hot Tub Installed? 1992—Present 5 x 110 = SA?, Parcel Information: Topography cc. Flat Rolling _Steep Slope %Slope Soil Nature Sand Loam Clay _Other Groundwater At what depth? Gve«kr•}I,, ,, Sr Bedrock/Impervious Material At what depth? 64--04cC /14— 5 1 Domestic Water Supply OT Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate-_ / per minute 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). Tank size /500 gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length 3 It ft. Each trench 52X C Seepage Pit(S)(with#3 stone) How many? Size? Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website;2)Effective as of March 23,2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. 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. ✓l have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: /14a >�-s� Date: Ye/2r//,/ Signature: Date: //le Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 'T i n E CE _ n1 office Usekkn"iv I Town of Queensbury Building & Codes ( I1 V Received:: u APR 2 5 2014 Tax Map ID: , lam-8,_1-g - PRINCIPAL STRUCTURE APPLICATION TOWN OF QuttNob ref / PermitNo.. BC':`n hlv' o /�! I ' A permit must be obtained before beginning construction Permit e�e e:$•`!'1. . s'-.- Please read: 'TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling 'Rec Fee: $ • = units, including single-family dwellings, duplexes or two-family dwellings, multiple family Site Plan No.: I. ;is dwellings, apartments, condominiums, townhouses, andlor manufactured and modular Subdivision No' �Ate! homes,but not including mobile homes. This is in addition to the permit fee. Itre are -,_fin iC Date 3// /e Applicant -1;1-A, ra,-,fr sO c. Tax Map ID 3 g• ie. ea-73 Address lia /L Resevea Cr Zoning 12R.S• cp.1 >X Phone/E-mail 8 <7 -i ( Property Owner (-floz.... co...0J • z/" - • Contractor/Agent f J - Corin i -` Address cc start,&. GT Address ✓ Phone/E-mail % . -5--7e one/E-mail 957.-5 � c/ Contact Person for Building&Code Compliance: MG( .F TSA Z»�Day Phone: -$7�J AB '.mgS - •.. P. •-A-1- GT• a ubdiv' '.n , mfr - _ .` Lot#: Er. Historic Site: _Yes No Estimates cost of cons -".n: $ / 9..3/ 0Op Type of Construction: i C ° , Check all that apply Please indicate measurements as required below: c c oG d v d 1st Floor 2nd Floor Other Total Height ? a a Single Family X 70.a -SO"ja Oti —IC7 S'—f 0/6/5st-• a7 FT. Pr- Two-Family Multi-Family(#of units ) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garages(# ) LP i/- Other -Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business Proposed use of building or addition Source of heat(circle one) < 3 _/'Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" Yes No Are there structures not shown on plot plan? ATC) Are their easements on the property? r 0 Site Information AT a. Dimensions or acreage of lot c/ tK_• b. Is this a comer lot? N o c. Will the grade be changed as a result of construction: _Yes )(No d. Public water or Private well V/c� /C— e. Sewer or Private Septic System � O� Value of all work to be performed(labor and materials) $ /25 000 Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. I certify that the application, plans,and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Print Name: Signature: �/✓ , Li C Date: -3/45fir FOR OFFICE USE ONLY: Operating Permit Issued: _Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 u officeU 25 2014 \U ' Town of Queensbury Building & Codes ,Rec eo. FUEL BURNING APPLIANCE & CHIMNEY APPLICATION -,Lalc�f,N+Q�&SB�RY C - if -Permit Fee: $ Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the NYS Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws,ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Important Note To Applicant: Rouqh-In and Final Inspections Are Required: Date 9%r/ v Owner / 'Tke_ (a ST' ZrC • Installer/Builder fr/E'ezAte - '7011 Address 90 c 7-' Address 5-C.4. Al Cf Sc-A, / Alc/ f 2 30( Phone �S�.j 7� Phone 3 SS' /�O Location of proposed construction and/or installation: 12 izoien rl C7 Contact Person for Building&Codes Compliances /U G 1l 447-4C— Subdivision f � Subdivision Name: Cok— Fuel Burning Appliance Information Wood Coal Pellet Gas Oil Stove Fireplace Insert Fireplace,factory built' Fireplace,Masonry Furnace,(Garage Only) If Factory Built, Please Provide: Manufacturer Name: 16 ierModel No. Listed By: Number. Chimney Information Masonry'" ✓check one _Block _Brick _Stone Flue "check one Tile Steel Size in Inches Material /check one _Double Wall _Triple Wall _Insulated _Direct Vent _Chimney Liner "If Non-Masonry,please provide Manufacturer Name: Model No. fit. Signatures: Print Name: M9a ' f ,/ Signature: / Date: T/T/� ' ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Fina1 Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 1 071 IP//�� m�17(( NAME: /.1 et() Ft LOCATION: _ J E RU WIT S cam Y2 PERMIT #: l " 14 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: Craig Brown, Zoning Administrator Notes: L:\Sue}Iemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc I r 1 1 Illll 1 1 II� iii II x r 1 1 Illll 1 1 II� iii II �S O�A HUDSON POINTE HOMEOWNERS ASSOCIATION 0/ \ Q QO XX R� CIRF OFO o, — — S$-_ 6 2C5 47"E — �--CIRF LF{ DEED REFERENCE: 146.35' 145.44' �S -\/O'Y�O 1) CONVEYED BY JOSEPH O. JERABEK AND CHMAL A. JERABEK TO MATTHEW P. FISKE BY DEED DATED FEBRUARY 2. 20M PND RECORDED IN ME WARREN COUNTY CIRF �- _ _ _ _ (MAP REF_2) f1 �S,ps1� CLERK'S OFFICE ON APRIL 12. 2006 IN USER 1503 W DEEDS AT PAGE 121. \� _ G CIRF MAP REFERENCES: CLOT \ Q 221O63t SO. FT. \Q I) MAP ENTITLED "MAP OF SOUTHERN EXPOSURE- A PROPOSED MODIFICATION TO AN APPROVED SUBDIVISION SOUTHERN EXPOSURE SUBDIVISION, DATED MAY, 1994 AND FILED IN ME WARREN LANDS N/F GIRTZ\ �/ COUNTY CLERK'S OFFICE ON APRIL 5, 1"51N PLAT CABINET S. SLIDE 42. MATTHEW P. FISKE \ T mQ / 2) MAP ENTITLED -MAP MADE FOR MATT FISKE, TOWN OF OUEENSBURY, WARREN COUNTY, NEW v cP � L_ 1503 P. 121 o .� 4, E,/ YORK' BATED APRIL 24, 2006 AND PREPARED BY VAN DUSEN & STEVES, LAND SURVEYORS �m / 0 .� CY Ido' WOOD L0 �� / NOTES; STEPS N' EL C. Q 'y A) h LOT H 1) SURVEYED PARCEL TOWN OF OUEENSSURY - TAX MAP 308.18, BLOCK 2, PARCEL 73. N / METERJ 6I �...a' �. �, .� m/ ^ 2) SURVEY PREPARED BY INGALLS & ASSOCIATES. LLP FROM AN OCTOBER 2014 FIELD SURVEY. A/C UN 2 STORY FRAME 8r P LANDS N/F 3) ALL BOUNDARY INFORMATION SHOWN HEREON PER MAP REFERENCE I. DAViO A / METER ONWELLIPlC / CONCRETE FOUNDATION 1Q fij 3) NORTH IS REFERENCED TO MAP REFERENCE 1. q3 LOT F ISY / APRYL E. KINGSLEY a) SUBJECT TO ALL RIGHTS, EASEMEN. COVENANTS OR RESTRICTION; RECORDED OR EASEMENTS. 3Y.2. LANDS N F 22.W / � PORCH / L. 3338 P, 264 Tg 5'f UNRECORDED, 5) SUBJECT TO ANY STATEMENT W FACT AN UP-TO-DATE ABSTRACT OF TIRE WOULD ANDREW CARAYIANNIS GWE / DISCLOSE. ALK k AND LP / I EXISTING DWELLING 6) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO DEPICT GENERAL UTILITY KIMBERLY CARAYIANNIS \ _ _ CONNECTIONS RAMER MAN EXACT UNDERGROUND LOCATIONS. INGALLS & ASSOCIATES, LLP L 3450 P. 43 MAKES NO CERTIFICATION AS TO ME ACCURACY OF ME UNDERGROUND UTILITY LOCARO,YS AND OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN ON MIS MAP. CONTRACTOR SHALL FIELD VERIFY ME ELEVATIONS OF ALL VTIUBES PRIOR TO INSTALLATION OF ANY GRAVITY MAIN, a i yo 7) SURVEY IS PREPARED M ACCORDANCEWITH ME NEW YORK STATE ASSOCIATION OF ¢ L=60.5311 R=70.00L PdJ PROFESSIONAL LANG SURVEYORSORSCODE OF PRACTICE FOR LAND SURVEYS AS ADOPTED IN OCTOBER OF 1966 AND LAST REVISED ON JULY 18, 1997. \ (SURVEY) HYD — LED BOX L=60.00' / 'Wv CATV Box (MAP REF. 1 & 2) _ROBERTS COUR CIR' y' �' T '+� I `6� UN4UMORIZED ALTERATION OR TO THIS DRAWING IS FINAL SURVEY GRAPHIC SCALE ADDITION a I qA NOVATION OF SECTION 7209 �I(1IBOATIION 2, SEOF THE NEW STATE �.t , , LOT G — 12 ROBERTS COURT W6 SOUTHERN EXPOSURE SUBDIVISION 20 0 20 40 80 ty, p(iLLY COPES MADE FROM THE `a C Off) BEARINGL OFBRIG THIS RAWING n{ TOWN OF QUEENSBURY ( IN FEET) f r OR EMBOSSED SEAL AND Ingalls PX 2SSOCIB(BS, LLP WARREN COUNTY STATE OF NEW YORK I inch = 40 (V SIGNATURE SHALL BE CONSIDERED engin:Onng,envuanTenfal,suveyilg � o TO BE VALID TRUE COPIES. F Coppight ATE CHECKED BY:GRG .g GUlmERUNDAVEWE OCTOBER 12. 20fa JOB N0. 14-017 SCALE: 1"=40' 6Q IENECTADY,NY.12306 A. •pAY, R © 2014 - Iogdis & )�) '', (/ N:nB ,�,NO:'s5fi513 Assadotes. LLP - AI ryhts resmV d PFYJNB (sIe)3911725 RAM 8Y: ROF c FAx: (6ta)361M4 CADD FILE: 14-017 SHEE 1CY 1 OF 1 r 1 1 Illll 1 1 II� iii II illill' Geed- l -3 Queensbury Building & Code Enforcement - Residential Final Inspection C Office No. (518)761-8256 Arrive: am/p Depart: �v`' am/pm Date Inspection request received: Inspector's Initials: NAME it's ke PERMIT#I #: Yf 41- Ily LOCATION: t Rpbjtoms Aaar-F DATE: Ib-/5 -/y TYPE OF STRUCTURE: s r-A Comments: ' Yes No N/A_ �t — 4" Building Number Address visible from road S -t-�o V eCa�.-s O Chimney Height/"B"Vent/Direct Vent Location p Fresh Air Intake V. 41/0— h9 p M 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete , Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing I Window in stairwells safety gl ng ___. , Interior Smoke Det .tors/Carbon M oxid etedors Every level: ✓dr Every Bed Outside every bedroo rea: 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 arrass, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly!aieweremnareertifteatiew, "� '—VCtz tft 15 ) ( *ca Floor truss, draft stopping finished basement 1,000 sq.ft. 1, `jsett--1l`2— 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 V C Fumace/Hot Water Heater operating -CrO 5 Low water shut-off boiler r R < y ` Relief Valve(s)installed/Heat Trap/Water Temp 110 �,'Z�!✓ Enclosed Stairs Sheetrock Underside minimum W Gypsum ft V' Basement stairs dosed rise>4 inches Mi2a2,Q,Ctet.• Cie Garage Floor Pitched Garage fireproofing/%hour fire door/door closer -li ' -M444- 54-517 UI Gas Logs in Sealed or Glass Enclosure �� Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker ,/ / Site Plan /Variance required � ' ✓/ .,, OkayFlood Plainiissue tion,or Cif [Teed Okay to issue C I C or C/0[Temporary/Permanent) L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7, 2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 11.111— lr\u.d's Z- i0 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/ . De art: /VX C/pm Date Inspection request received: Inspector's Initials: NAME: �,4 F. .s Me PERMIT#: - v LOCATION: / n tor1-S &heer i- DATE: ,mar TYPE OF STRUCTURE: SF h Comments: ;7 No N/A 4" Building Number Address visible from road Sfeoe CQ ss0 Chimney Height/"B"Vent/Direct Vent Location / �D-,79 p ^� Fresh Air Intake V/ Dol 3 inch Plumbing Vent through roof minimum 18 inches / Roof Complete/Exterior Finish Complete �/ Platform at all exterior doors V Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade V/ ^� [ Guard at stairwell at 34 inches or more ��%/// V d,-a -t Guard at deck,porches 36 inches or more Handrail TerminationRat 4Newell Past Wall V/ 0 c��_ �, ) a�. . }�s-{ Interior/Exterior Railings 34 inches to 38 inches �/ J�-'1"rh"-- "�"�'`� l Geckrad yg from ndation Ramp Cs with 0t ./ V V ^— Grade away from foundation 6 inches with 10 feet . cyt^` 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade ., / I Interior privacy/trim/doors/main entrance 36 inches �� Bathroom/Kitchen watertight Safety glazin /Wind in stairwells safety gl ng Interior Smokeors/Carbon Mo. mad etectors Every level: y/ Eve Bedroo . Outside every bedroom a: t/ / t Inter Connected: Battery backup: A/ / ' Attic access 30 inches x 22 inches x 30 inches(height)in accessible area V / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents l ,y/ Bathroom Fans,if no window ✓/' Plumbing fixtures V Foundation insulation to floor/Sticker on Panel vco Duct work sealed properly/Blower Door Test Certification v/ 2 Sr rU' Floor truss,draft stopping finished basement 1,000 sq.ft Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site f Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating _, 4L}6 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum / Basement stairs closed rise>4 inches v// Garage Floor PitchedVZ Garage fireproofing/%hour fire door!door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles / Flex Gas Pipe Bonding ,1// As Built Septic System/Sewer Dept. Inspection Sticker V SitePlann Variance required Floood Pllain Certification,if required oti, Okay to issue C/C or C/O[Temporary/Permanent] L:VBuilding&Codes Forms1Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 Rough Plumbing / Insulation Inspection Report / ✓fid Office No. (518) 761-8256 Date Ins ection request received: 3. 1� Queensbury Building & Code Enforcement Arrive: ' 0 am/pm ((( 742 Bay Road, Queensbury, NY 12804 Inspector s Initials: mar NAME: \ 51/CC PERMIT#: LOCATION: I Z 0-Ob-/MS Cut a( \ INSPECT ON: ti TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes � *--Insulation /Residential Check/Commercial Check/ /C.F'..0 p,�(�C Window Sealing _ Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation It required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape 4:1) Blower Door Test Air Sealing COMMENTS: S1-7_,\ CS�`J�� � _ Falatiji/Or Rough Plumbing_Insulation Inspection_02 0513 Rough Plumbing / Insulation Inspection Reportr' dot( 3 Office No. (518) 761-8256 Date Inspecti n request received: Oueensbury Building & Code Enforcement Arrive2., a /pm 742 Bay Road, Oueensbury, NY 12804 Inspector's m ials• NAME: 5 k e- PERMIT #: IY-1411 LOCATION: R 0 b P1-Vs 0_0( tr-ti' INSPECT ON: TYPE OF STRUCTURE: S F13 Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes tlns`ulatioa/Residential Check/ Commercial Check Window Sealing 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 Blower Door Test Air Sealing e �6 COMMENTS: �j �— �� -t t_ 4 Q -21 }44 Rough Plumbing_Insulation Inspection_02 0513 J Wed t -0 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins' :. io r 'uestreceived: Queensbury Building & Code Enforcement Arrive: • Or 742 Bay Road, Queensbury, NY 12804 Inspect r ni jai s: NAME: fa S R e PERMIT#: //-14/4/ LOCATION: R D6cINSPECT ON: e)—30—/ TYPE OF STRUCTURE: Y N N/A Plumbing under slab TRoTigh Plumbing /Nail Plates V Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing 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 oit Blower Door Test Air Sealing COMMENTS: Rough Plumhing_Insulation Inspection_02 05 13 -t" , V3sL , Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Oueensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials• _�� NAME: 5 PERMIT#: a..0/1-1 LOCATION: 1 Row-amour( INSPECT ON: 241 TYPE OF STRUCTURE: (�" l ) 7a9 ,� Y N N/A �, f 14 1 Plurybiag ua ab cV1�[T`f��Y7�' / ough Plumbing / Plates iS r— " ` �` Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test c 1 Drain /Vent � Air/ Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping V/ Air/Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/Commercial Check Window Sealing et �"i-S7 .f30? Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Seal• , ' Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing ` r n � f COMMENTS: �\CR.,0 LLA t Z, eX Vin‘- w '` Tta, a4eoItVIII(V- -a,c:rur , 1k - -O31 VA Rough Plumbing_Insulation Inspection_02 0513 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Jj _ . /0 a''`` Framing I Firestopping Inspection Report Inspection request received: i'l�/ �l 7/Pe p (9-0/flName: , ,4Tf . Sk ((( Inspected on: Location: 0lealeArc Arrive: w' a.m.I p.m. Permit No.: AOlek � /k7_l' Inspector's Initials: 7 I • TYPE OF STRUCTURE: 1 Lit,. ...--- Y N NIA COMMENTS: Attc Access Access 22"x 30°minimum Y/ ��1`5 OL" CY-.1S C� Jack Studs/Headers l Truss Specification ProvidedVez Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. 14Ci— 'Li S-(194.-eV(r Stairwells 36 in.or more >(� ,� Exterior Deck Bracing Headroom Headroom 6 ft.8 in. w`y.J '�_ _ _ 17)C --- Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '%(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 Design Professional Sign-off,if required Framing /Firestopping Inspection Report Foundation Inspection Report -t-t o Office No.(518)7614256 Date Inspection request received: '7 L 1 el a-z)1 Queensbury Building u Code Enforcement Arrive: am/pm Depart _ _ 11c pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: l " / LNOCATION: �,2'— RO INSPECT ON: o Z 4- / TYPE OF STRUCTURE: % k i/I��/47 Comments 4F-11<2) .h911,1 CAL � rt �uA 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 PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection FormsVoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Town of Queensbury Building & Code Enforcement D -10 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: F( S g g Inspected on: c7'11— n - i \ P C:r Location: I e 47 SP r'—FS (t+ Arrive: v i a.m.1p.m. Permit No.: / yf I yy Inspector's Initials: Is . .k TYPE OF STRUCTURE: N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers ' Jack Posts/Main Beams Exterior sheeting nailed properly 12"0.0. 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 Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center 6� 'tN;�9, - 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 Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 2 — IA Framing I Firestopping Inspection Report Inspection request received: Name: Fh11-\F Inspected on: — 10— Location: ‘ Z. ROBERTI) Cr Arrive: -epi P. • Permit No.: t ti - 11414 Inspector's Initials: Si!' TYPE OF STRUCTURE: 6 F D eir Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 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 I Bearing Walls Metal Strapping for Notches Top Plate n 1 't(w) 16 gauge(8) 16D nails each side �p-o ttV _ aft stopping 1,000 sq.ft.floor trusses u Y card Bolts 6 ft.or less on center �n�� Ice and water shield 24 inches from wall r C Fire separation 1,2,3 hour Fire wall 2,3,4 hour ��v _ Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation 12��\�r House side 1/2 inch or 5/8 inch Type X \ 0 RQQo W\ Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/Firestopping Inspection Report I i Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: l/ I3/f 1/ Queensbury Building &Code Enforcement Arrive: am//ppmmDDe/partes ' am/pm 742 Bay Rd., Queensbury, NY/12804 Inspector's Initials— / 2 NAME: 1�[C/Ike PERMIT NO.: 1 • LOCATION: It itAA .evT 5 c'v,.,P j INSPECT ON: `-( RECHECK: Comments and/or diagram Soil Type:a/ Loam/Clay Type of Water: MI/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/- _Y_N_N/A [150'to well required if NO] Absorption Field: Total length C'1— ft. Length of each trench �,''�. _ft. Depth of trenches ft. Size of Stone -2.. Seepage Pits: Number Size: Stone Size: Piping ize ST Building to tank `` j am c2R):5 Tank to Distribution Box L}I l. S,�.JoE Distribution Box to Field/ Pitr _Sc� 2.C`- Opening Sealed: N ./1 g , �r .�End Cap N �'C Vd �-' Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade _Y_N [provide extension collar If Yes] Y^N Location/Separations Foundation to tank 1,_‘...ft. Foundation to absorption �Gft. Separation of Pits , 7 ft. Conforms as per Plot Plan V Y_ Engineer Report and As-Built _Y N ETU Maintenance Contract _Y_ N 1 provided `;Z Location of System on Property: j Front Rear Left Side Right Side Middle Front Middle Rear em se S : Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Bullding Codes Ferms\LnyeLtion Farrss5epftc Inspection Report_03 2910.doc Foundation Inspection Report ikkaAtiF-(0 lQ Office No.(518)761-8256 Date L� O Inspection request received: lo,, � ) Queensbury Building&Code Enforcement Arrive: am/pm Depar ,- 'am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials c_ NAME: ��k.& PERMIT#: i D l, -/ LOCATION: j (,�g,rf INSPECT ON: g L, cJ ` 2tIt6 TYPE OF STRUCTURE: Comments Y N I N/A, Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible fir 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 1 Footing Drain Stone: 12 inch width ✓ 6 inches above footing ¢ mihselyjor wet areas under slab CtrBaclfdl Approt umbmg Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LABuilding&Codes rth iuN\Building&Codes\Inspectlon FonnsVoundaton Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 141-1 Office No.(518)761-8256 Date Inspection request received: t/`F 2-e'`F Queensbury Building&Code Enforcement Arrive: am/pm Departpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's/? Initials/! NAME: °)3 ice 6I�a'nd 0'- PERMIT" #: c /-171-/A/4 LOCATION: Co hem' W(f INSPECT ON:littrr, ie"-40 an TYPE OF STRUCTURE: J e 5 02,o sit almemit N N/A 03:111 �sft-Co$ Footings Piers `eg l - r( r,lta H-e Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials r on site. undation/NNallpour Reinforcement in Place ✓ Yom"''1 � \4 _' Footing Dowels or Keyway in place V j\ Foundation Dampproofmg Clac. Foundation Waterproofing Footing Drain Daylight or Sump 4 Y t icer- i 2 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. t:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundatbn Inspection Report.doc last printed 12/20/2005 9:24:00 AM Na 1 • ?f C�ar- Foundation Inspection Report 4 Office No.(518)7614256 Date Inspection request received: 1 30 , . )4 Queensbury Building&Code Enforcement Arrive: am/pm Depart ter, . if pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials f NAMES-l "€9 �j~� PERMIT#: 020 1 41 LOCATION: 1)- Rc e-d Cti ('C INSPECT ON: Ai.y!1W' i see TYPE OF STRUCTURE: 5i9 awaso Y N N/A Pier ° ✓ _ g/ 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 2 l5 C'�➢�Sl -1 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspeGlon Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM MAP REFERENCES 1) MAP ENTRIES -MAP O SOUTHERN EXPOSURE" A PflWOSEU YCgFlGTON TO AN APPRONED SMBOMS)N SOJMERN EXPOSURE SUBOM9IX1N, OARED MAY. 1994 AND FILED W ME WARREN COUNTY CLERK'S OFFICE CN APRIL 3, 19951N PLAT CABINET B. 416E 42, 1)OTES wezST PARCEL: TOYER OF CO ENSBURY - TAX MAP 30(L10. BLOCK 2, PARCEL 73 2) THIS FLAN DOES NOY REPRESENT A ECONOMY SURVEY. ALL BOUNDARY INFORMATgJ SHOWN HEREON PER MAP REFERENCE 1. 3) NORM IS REFERENCED TO uAP REFEFEHCE I, 4) SUBJECT TO ALL STRRS. EASEMENTS, COVENANTS OR RESTRICTION; RECORDED CR UNRECORDED. 5) SMODECIL TO MY STATEMENT BE FACT AN UP-TO-DATE ABSTRACT OF TRE WOULD DlsaosE. 6) UNDERGROUND LITOTES IF SHOWN HEREON AAE BASED ON MOBLE PTI190AL EMOENCE. THEY SHOULD SE CONSIDERED SCNEMATC ONLY AND ME STROVM EO DEPICT GENERAL UTILITY CONNECTIONS RAMER MAN EXACT UNDERGROUND LOCATIONS. INGALLS A ASSOCIATES, LLP FIG0.N MAKES NO USE TTAS TO ME ACCURACY OF ME UNDERGROUND SOOTY TORSI AND OTHER BODIES MAY EXIST MAT RAE NOT SHOWN ON THUS MAY. CONTRACTOR SMALL FIELD Y£RIFY ME MWITINS M ML UTDIES MOR TO WSTAILAICN OF ANY DEAV ER MAIN. aR STnTCTCS SETBACNY FRONT -30 FT ME -15 Fi REM - 20 F( ION, CONSTRUCTION. MATERIAL STANDARDS. MINMUM SEPARATION DSTANCE5. AND INSPECTION REQUIREMENTS TS 'MH LATEST EDITIONS OF THE NEW YORK STATE DEPARTMENT OF HEALTH PUBUCADONS: RURAL UPPLY ANO NYCRR PART 75A WASTE TREARMFNi LNDVIDUAL HOUSEHOLD SYSTEMS TER 5HALL VERIFY GRADE OF SOIL PIPE At BOLDING PRIOR TO CONSTRUCTION OF SYSTEM. BRETON TRENCHES SMALL BE APPROXIMATELY 18 -24' DEEP MEASURED FROM fF415H GRADE TO BOTTOM OF AREA MMEDWTFY UP-SLOPE OF ME SYSTEM SHALL BE GRADED 50 AS TO DIRECT ANY SURFACE RUNOFF THE SYSTEM. WELLS. ACRES. WATER COURSES OR WETLANDS EXIST WINDS IW FEET OF PROPOSED BEWARE DISPOSAL ROM. FOOTING. RODS. COWNR WAFER. BACKWASH ORAINS ETC, SHNL BE CONNECTED TO THE SEPTIC ER IS TO BE PROOD A COPY OF ME MPROVEED PLAN BY ME DESGN ENCRIEN. RE SHALL BE NO CHANCES ON THESE PLANS WITHOUT PRIM APPROVAL OF THE ENQUEER, TRACTION IN ACCORDANCE WIN THE APPROVED PLAN ANO SMALL BE CONSULTED AM PRIOR TO ANT EXCAVATOR Eft FROM GARBAGE GRINDER OR HOT IUB. od. MIIFGIA - PROPOSED 5 BEDROOM HOUSE AT TEL GALLONS PER BEDROOM PER DAY EQUALS 550 GALLONS PER DAY DAILY FLOW. - EXISTING TERRAIN IN AREA OF PROPOSED SEPTIC APPROXIMATELY 3-5 PERCENT SLOPE. - ACTUAL PERCOLATOR RATE AT 24 OEPM = i MIDDLESJMCH MAX. - DESICN PERCOLATED RATE: 8-10 MIN/INCH, (APPDGTION RARE 0.50 GPD/SY NO OR OUNOWATER NO TERN OMIN TEST DEPTH. QUOTATION' REQUIRED LATERAL LENDER: (550 GPD)/(0.9 GPDAF)(I LF/2SF) = 30.5.6 LF. - USE (6) 52' LLRRALS - 312 LF. SYSTEM ITRUGHTY" - SEPTIC TANK SMALL BE 1500 GAL PRECAST SEAMLESS DUAL COMPARTMENT CONCRETE TANK BY BURNHAM CONCRETE, WC. OR EQUIVALENT. - CSM BUTTER BOX SHALL BE A PRECAST CONCRETE BOX AND COVERT GBIB (10) OUTLET BY GUARDIAN CONCRETE. INC OR SOUIVALEN}. MFNH - HOUSE TO SELLS TANK: 4' SCHEDULE AD PVC WM P.GHT JOINTS MINIMUM SLOPE=1/4 IN. PEA NBT. SEPTIC RANK TO DISTRIBUTION BOX: a" SUED LNG AIM TIGHT JOINTS, MIGIDUM SLOPE=1/8 IN. PER FOOT. - DISTRIBUTION BOX TO LATERALS: 4" SOUR PYO WIN FIGHT J. MINIMUM ELOPE=i/8 N IN. PER OT. - DISTRIBUTION LATERALS: 4' PERFORATED PVC WTR TIGHT JOINTS 'SLOPE: 1/32 - 1/I6 IN. PER FOOT. 4V)TB6G 1. PUCE B IN. OF GOOD QUALITY TOPSOIL OWA ME ENTRE SYSTEM. PLANT GRASS OWES ME ENTRE SYSTEM USING GRASSS ADAPTED TO ME AREA THE ENGINEER AND THE TOWN O WEENSBLRY $HALL MAKE ME FULL' INSPEGEONS OF DESIGNED SYSTEM: I. AFTER PLACEMENT OF PIPING, TANKS AND PRIOR TO BACKER 2. COMPLETION INCLUDING FINAL GRAXN(U PLACEMENT OF TOPSOIL R SEEMS. ITIS ME OWNERS RESPONR&UTY TO CONTACT THE ENGINEER ANO TOM FOR ME ATEO E NOTED INSPEC➢ONS IS WORK COMMENCES YIMOUT THE NOTED INSPECTIONS, THE ENGINEER GALL NOT BE WELL TO CERTIFY ME SYSTEM AS BUILT PER PLAN ANO ME TOWN ALL NOT BE ABLE TO GRANT A CERTIFICATE OF OCCUPANCY (00.) LEGEND .ST. mm4flRY NNE EXISTING SERBAIX — — ADJACENT PROPERTY ONE — - - EXISTING EAMAENR EXISTING CONNECTS =<:. EXISTING MODERN FASTING ertpiANT EXISrtYC UIUTY POE EMs. SIGN . EASMC CARS! BASH EXISTING SAMTMY MAWNp.E UX.M. S 1.1 SEWER OURE C STORM, SEND, - EMSTNG WAIDNu1 -- INSMO BROTHERS, NOTE: TAX MAP ID: 309.1&2-73 SITE AREA: 0.60 ACRES OWNER/APPLICANT: MATT FISKE 901 SHARDON COURT SCHENECTADY, NY 12306 N39' 06' 40.00"E 14.59' T HUDSON POINTE OSO�A HOMEOWNERS ASSOCIATION \/�T / S86` 25' 47.00"E I{ TAR- z5'-1 10 MIDI ®ten F\RF CIRF '''Cr 507 EXPANSION �— — —_ — _ _ _ l\8S0RPT10N 6 FIELD _ _ i _ LATERALS ®52' -� 10' MIN —V I �Z \ NIST. # —Tl - BOX c4) 66.8 \M TP SEPTIC O0 i 2 TANK CID cA �\iVc y --I \ , 18.0• U, \ y LOT G / 21,900.27 SO. FT, 0.50 ACRES m4 \ PROPOSED DWELLING r 11 5 \ 33.2' \ LOT F \ 3 55.5 e I / ROBERTS COUR CIR P GRAPHIC SCALE 20 0 20 40 80 ( IN FEET ) I Inch = 40 it NOTE: 48 HOURS PRIOR TO ANY CONSTRUCTION -1 ACTIVITIES, THE CONTRACTOR SHALL, CONTACT DIG SAFELY NEW YORK TO LOCATE ALL UNDERGROUND UTILITIES. 1-800-962-7962 <n X 2! I `J/ S20' 43' �! 163.32' 1 S50° 45' 21.00"E x.81' 55.00"W / LOT H 1183 � I EXISTING DWELLING =60.00', R=70.00' APR 2 5 2014 U SEPTIC PLOT PLAN I HAVE SEEN OR OBSERVED ALL OBJE SUCH AS HOUSES, WELLS. TREES, FENCES, SHOWN ON THIS DOCUMENT. I HA""; ARSON '.UREDTHEDI"T,DES`` RTHONJHISDIAGRA TEST PIT LOG TEST PIT DEPTH TEST PIT NUMBER yp03 cmm1alANDAVENUE BCHENECTADY. N.Y. 12306 PHONE, ORIN 3Ran25 DATA DRAYM BY: C.D.L. CADS, FILE: 14-017 SHEET 1 OE 1 O — 6'. TOPSOIL 6"— 36'• BROWN SAND TP—I 36"— 60" DARK BROWN SAND O — 6" TOPSOIL 6"— 24" BROWN SAND TP -2 24"— 72" DARK BROWN SAND WHOW -1man,Clla 9,11110 U4.1411 PERCOLATION TESTS PERFORMED ON 4/22/14 BY B. EWALD OF INGALLS & ASSOCIATES, LLP J• Op �� ��' V S 4�K �C' �506A3 {./ ham. / 1Pi5,P yy y"FAX:(51B)393-2324 N= 5 !30 f4E1,05054gG UNAUTHORIZED ALTERATION OR DDITION TO THIS DRAWING IS VIOLATION OF SECTION 7209 BDIVISION 2, OF THE NEW STATE EDUCATION LAW. 0 Y COPIES MAGE FROM THE GINAL OF THIS DRAWING of RING AN ORIGINAL INKED q: EMBOSSED SEAL AND ATURE SHALL BE CONSIDERED W BE VALID TRUE COPIES. 3 y qe :: 31 . Ingalls & associates, LLP eg,nLRnng.envimnmental,suNeying PROPOSED PLOT PLAN MATT FISKE 12 ROBERTS COURT TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK DATE: CHECKED BY: J.J.P. MARCH 13. 2014 JDB N0. 14-017 SCALE: 1 '=4D yp03 cmm1alANDAVENUE BCHENECTADY. N.Y. 12306 PHONE, ORIN 3Ran25 © CopNig^L 2014 - B1gWls & ArociDles, ❑P All rignls reserves DRAYM BY: C.D.L. CADS, FILE: 14-017 SHEET 1 OE 1