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2014-292 1f TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Q rY, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140292 Date Issued: Thursday, October 02, 2014 This is to certify that work requested to be done as shown by Permit Number P20140292 has been completed. Location: 12 HARRIS St Tax Map Number: 523400-309-006-0001-061-000-0000 Owner: PATTEN PROPERTY DEVELOPMENT, LLC Applicant: CHRIS PATTEN 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 owner of the responsibility for compliance with Site Plan, Variance, or ‘% , other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enfo eme or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 F4V Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140292 Application Number: A20140292 Tax Map No: 523400-309-006-0001-061-000-0000 Permission is hereby granted to: CHRIS PAl 1 EN For property located at 12 HARRIS St 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: ALBRECHT MGMT CORP. D/B/A H Garage Attached 51 CROWLEY Rd Single Family Dwelling $50,000.00 HUDSON FALLS,NY 12839-0000 Total Value $50,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans& Specifications 2014-292 SFD 1,064 sq ft w/garage 280 sq ft $262.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 11,2015 (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 Town Que sbury Fri. .. ,,uly 11,2014 SIGNED BY // '1for the Town of Queensbury. Director of Building&Code Enforcement ��ioffice Use only Town of Queensbury Building & Codes SvL 0 Received: /� Tax Map ID: 3L?'"1 PRINCIPAL STRUCTURE APPLICATION Permit No.: l --cD A permit must be obtained before beginning construction Permit Fee: $ gs- Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ 0; LR7 units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.: dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. Date _7 /9 Applicant Tax Map ID .30q, ` / ' LS! I Address —� Zoning Phone/E-mail Property Owner -1:3N-4-1- � /1ontractor/Agent 7rtf1-tP‘ ?. teeiLA '^-4-- Address &Itscs, Address 15 J Us AY ( V3 Phone/E-mail Ped-4-404 9 « �; c a M Phone/E-mail Contact Person for Building &Code Compliance: CL H S �^ � Day Phone: -7(16 =k165(-1 � Building Street Address: 1 K''l S Subdivision Name: Lot#: Historic Site: .'Yes No Estimated cost of construction: $ J K Type of Construction: Check all that apply Please indicate measurements as required below: c = o g dig 1st Floor 2nd Floor Other Total Height F a a Single Family D l(0-/ Two-Family Multi-Family(#of units_) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garages(# ) 2g0 Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business / 1/4- Proposed use of building or addition 51 115,--t evv i Z� Source of heat(circle one) Gas Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" Yes Y.No Are there structures not shown on plot plan? Are their easements on the property? Site Information a. Dimensions or acreage of lot i C� b. Is this a corner lot? c. Will the grade be changed as a result of construction: _Yes No d. Public Ovate r Private well e. Sewer or P ivate Septic Syste Value of all work to be performed(labor and materials) $ ')k 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. f t Print Name: C t1✓t S rS=` ✓1 Signature: Date: 1/7//L/ 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 Office Use Only Received: Tax Map ID: Town of Queensbury Building & Codes Permit No.: SEPTIC DISPOSAL PERMIT Permit Fee: $ A permit must be obtained before beginning construction Approvals: Applicant: li i) 97444`'• Installer/Builder Address: Address r Phone: 7e7(. LIC 5-9 Phone ,_ Owner: P'�'�-e .. Q-t,..c --r•- -4tocation of Installation rr-r->( 1 ) Address: Phone •{�/ Contact Person for Building&Code Compliance:- C r°s Day Phone: L C- S ct Residence Information: Year Built #of Bedrooms x Gallons Der bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? e 1981-1991 x 130 = Spa or Hot Tub Installed? ‘/V4 1992-Present 3 x 110 = 33c. Parcel Information: Topography Flat Rolling _Steep Slope _%Slope Soil Nature '<Sand Loam _Clay Other Groundwater At what depth? 7 /0 Bedrockllmpervious Material At what depth? /LA Domestic Water Supply i .-Municipal _Well(if well,water supply from any septic system absorption Percolation Test Rate- 1-.32 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 AllTh gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub 'f System Type: Absorption Field(with#2 stone) Total length /9 ft. Each trench �! X SC) Seepage Pit(S)(with#3 stone) How many? /11'9 Size? Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size? #of tanks?--- NOTE: anks'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. /1 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: 5 4'�- Date: 7/ Signature: Date: 7/ 7/f Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Town of Queensbury Thomas It Van Ness Highway Superintendent Highway Home (5I8) 745-0929 Department 742 Bay Road—Queensbury,NY 12801 David Duell Phone: (518)761-8211 Deputy Highway Superintendent Fax: (518) 745-446G Home(518) 745-0938 DRIVEWAY` PERMIT / DATE: 7 7 //Li APPLICANT NAME: e41 A5 --Pc.M +1 TELEPHONE NO.: ADDRESS TO BE INSPECTED: I� 14&1'/1,5 gre - RETURN ADDRESS: 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 inspection completed by: Date: Approval by Highway Supt: (or) Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Thomas R. Van Ness, Highway Superintendent David Duell, Deputy Highway Superintendent Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: /L) NAME: C P C� LOCATION: Jt —62.TIA A PERMIT#: 9,2. 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: rf)A Craig Brown, Zoning Administrator Notes: L:\SucHemingway\Building.Codes.Inspection.FORMSWinal Survey Zoning Administrator.doc i h � s 3 � � � X3.0•'� U' 'a°C mq a� a� 5'S �3 a �i;b� a..�v 55 N NN a �hb all All a Co 'a°4 m'C �•a° �.° $ot 5- a�ti w ^� N ''i v� 16 `o n p ! Les a 0 ti l ?z � C�.�r•O o ` o o u� 0 6 / o Amo / �� • � tii,eZ�r o�� m - — — r S r!s tti a Ata �8- Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart:, am/pm Date Inspection request received: Inspector's Initials: NAME: R t12 PERMIT#: —a - LOCATION: /a 4-}- ru-rx./ DATE: TYPE OF STRUCTURE: F Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 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/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: 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 Plumbing fixtures Foundation insulation to floor 1 Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating �L Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 ,�- Enclosed Stairs Sheetrock Underside minimum%"Gypsum i\1�, Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door 1 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 . As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 • Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 � Arrive: am/ epart. am/pm Date Inspection request received: Inspector's Initials: NAME: + PERMIT#: 2t4 ^ � LOCATION: tr DATE: TYPE OF STRUCTURE: / Comments: Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete V 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/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight AS Safety glazing/Window in stairwells safety glazing /•' Interior Smoke Dectors/Carbon Monoxidetectors Every level: ,✓/ Every BedroOffi _ 1 Qr�j. �i"'� �~� Outside every bedroom,4rea: Inter Connected: .k/ 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 Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade �. VIZT A ` Gas Furnace shut-off within 30 feet or within line of site t/ % Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler �-�r� Relief Valve(s)installed/Heat Trap/Water Temp 110 ✓ � �� t-^ L Enclosed Stairs Sheetrock Underside minimum%2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing 1 hour fire door/door closer --7 Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Com' Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles 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] �/ L:\Building&Codes Forms\Building&Codeslinspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6126/08;Revised 12/22/10,Revised 04/13/11 THERMAL ASSOCIATES Quaity. Comfort. Satisfaction. Thermal Associates 21 Thomson Ave. Glens Falls, NY 12801 518.798.5500 Fax 798.5620 Patten Property Management 7 Jackson Road South Glens Falls, NY 12803 518-796-4654 We, Thermal Associates, performed a blower door test the project at 12 Harris St., Queensbury, NY, to determine the air changes per hour, for Patten Property Management on September 9, 2014. Testing procedure performed as per ASTM E779. The result of the test is: ( 1950 CFM50 x 60 Minutes) / ( 17,506 cubic feet ) = 6.66 ACH50 Adam DeVit Blower Door Tester Thermal Associates www.thermalassociates.com of Queensbury Building & Code Enforcement &J 661- g '10 urfice No. (518) 761-8256 Septic Inspection Report Inspection requestPa.-14 Name: 1'-Q- °e!1 Inspected on: q'" — *(/ Location: / A tiaA16,6.S t Arrive: I' i A a.m./p.m. Permit No.: I ki " a6W Inspector's Initials:/1 --� Comments and/or diagram Soil Type: 341Di/Loam 1 Clay Type of Water: tin ici I Well Water Waterline separation distance Well separation distance Other wells: ft J -, / vrzpkft,\ Well Casing Length 50'+1- Y_ N/A [150'to well required if NO] 45.- i-2„,....11.1.1- Absorption Field: Total length _ft. 1 Length of each trench '7- ft. Depth of trenches 'Z_ ft. Size of Stone ti.. Seepage Pits: Number i')( Size: lx Stone Size: Piping Size Type Building to tank A.,,,, - , 4i Tank to Distribution Box Distribution Box to Field/Pit SX2 3 Opening Sealed: N End Cap y N Inlet/Outlet Pipes&Baffles _N 4 Manholes 12"or less below grade _Y .... F--- [provide extension collar if Yes] _Y c'"/ l \ Location!Separations 1 _ 5 \ Foundation to tank 19 ft. �-j y,) Foundation to absorption _ft. Separation of Pits ft Conforms as per Plot Plan Y - -. Engineer Report and As-Built _Y N f'C .� O 4".._______ ETU Maintenance Contract provided _Y_N Location of System on Pro erty: C Front ear Left Side Right Side Middle Front Middle Rear \ System Use Statu / ppro d' Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report U6,S a -(/ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 1 `-`9 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector'sITnitfa _ i NAME: c)(+-14"e,A PERMIT#: ."Ag LOCATION: /' 060A-LA INSPECT ON: 3 /9—/asi TYPE OF STRUCTURE: S F 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 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 COMMENTS: c77-2� j'I' A`j ' Rough Plumbing_Insulation Inspection_02 05 13 fur t -- 3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection .equest received: Queensbury Building & Code Enforcement Arrive: / . am/p 742 Bay Road, Queensbury, NY 12804 Inspector's In1itfals: NAME: PCri PERMIT#: LOCATION: lu.{,c1 INSPECT ON: •-% p--%Cl TYPE OF STRUCTURE: S i= 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 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 COMMENTS: ValC Rough Plumbing_Insulation Inspection_02 05 13 Town of Queensbury Building & Code Enforcement (,UZ� , C/O 7) Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: PQ+-f'e Inspected on: 7- ' L Location: Arrive: gaL a.m.l p.m. Permit No.: / �— Dc'i� Inspector's Initials: I ,I. ,11116 momir TYPE OF STRUCTURE: S r A Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts I 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 1 Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall ‘,/ Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 518 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 I below grade 5.0 sf grade Design Professional Sign-off,if required Framing I Firestopping Inspection Report Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque - Ir: Queensbury Building&Code Enforcement Arrive: ' ' ,7Depart: '-i a rpm 742 Bay Rd., Queensbury, NY 12804 Inspector's In . : { NAME: P el PERMIT#: / q.-a q LOCATION: 1 44 6ZAPt o. INSPECT ON: 7-/S- / y TYPE OF STRUCTURE: Br 6 Comments Vi ,c,•:\—k.c-A )) 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 inforcement in Place '\ ftooting Dowels or Keyway in place /`I/ /V Foundation Dampproofing e Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 46 mil poly for wet areas under slab - I Approval %/ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM W6d 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 _�� NAME: a iv-cc Pam PERMIT#: LOCATION: I 9‘ 1-f'ur}tLb. INSPECT ON: 7' i ' ` 9 TYPE OF STRUCTURE: S Coder' Comments 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 24. Reinforcement in Place r ti Footing Dowels or Keyway in place �-- Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM jPTIC PLOT PLAN I HAVE SEEN OR OBSERVED ALL OBJECTS SUCH AS HOUSES, WELLS, TREES, FENCES, ETC SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY AIG _ E alcrA irF ON THIS DIAGRAM Iron Rod Found l I:,NA I U R E DATE ZONINCREQUIREMENTS.• N - � I�qtvi, - - ` Zoned NR [�� Lot Size 14000sq.A i - — 71.-s-1 J — CaPPed Minimum Lot Width. .50' Iron Rad Minimum Setbacks .` r \ — mil Found Front.._...._.............._..ZO' Side...._.........._........_...10' „ — Rear 15' O Iron Rod 571°4304T Found / 50.00' — MAPNorns / /r——— —� 1. 8oundaryinformation shown hereon was compiled from Map --1 References 17andan actual field survey condur don June 3, ' Ad/oiner's /AREA= 2014. Chain Link 9,066�sq.ft. aPP� ^) Fence along l / Iron Rod — �' 2 North orientation and bearing base per magnetic 2014. l=' Property Line / `. _ i,=') -kw 110. Found / (Held) a Warren County tax parcel 309.67-61. 1 + / 4. The location of underground improvements orencoadnmen4 Jany Lands Now or Formerfy of l !y- l l exist.or as shown hereon,are not certified. There maybe other / / 548, underground utib'tie8 the existence of which are unknown.Size and location of all underground utilities must be verified by the 7Yeck'ey l I appmpn teauthorihex The UndergroundFadOtiesProtectfve Book 3829 Poe 315 /8 Proposed o/ Organimtion mustbenotifiedpriorrotnnducrihg test boring£ 9 /by Concrete �/ a®vation andmrcrtrucu'wr, 309.8-1-63 / Foundation / / 5 7hissurvey wasprepared without the benefit ofan uprodate N16°5129 E •-Iasi //'y^� / l'.✓ abstract ofa'rle. 184.16' zg0• /1Ov� 6. Repmducoon or copying ofthls documentmaybeavio/aeon of / osed / ti ti I- !) ropyrightlawun/esspermissionoftheauthorand/or copyright /Septic Area / (� holderis obtained. /• • / Lands Now or Formerly ofz A copy of this document without a proper application of the (.:•,-; surveyor's embossed seal should be assumed to bean unauthorized I l l ropy j / Albrecht Yea. Group/Lands Now or Formerly of l Book 3584 Page 315l Ill 309.0-1-00 / Mpp�I.. / Book 1212 Page 271 DEEDREFERENCFi£ 309.0-1-69Woad I 1. Conveyance to Albrecht Management Corp.by deed dated December 16, . Sto°FadeArt , L__ / mat Bled/n the Warren County Clerks Office on December23,20981 n _ ——_ / Book 3684 ofDeeds atpage 315. • N�°34lryy 2 Conveyance to Donald&Frances Murphy by deed datedSeptember2Q 1983,filed in the Warren County Clerks Office on November 9,1984 in 1 SO•p7• IF Book 666 of Deeds atpage 199. 1 bun Rod • •-_ 3. Conveyance to Donald L.&Frances S Murphy by deed dated October 6, Found on Line 46" • 1984 filed in the Warren County Clerks Office on October 8,1986 Book I ® 685 of Deeds atpage 795 1 Iran Rod .._.-.. Found on Lute ganwo°Oma0O1°6 {WE a ,acaaam/oaa+vnoa ownm ProposedPlotPlan Lands Now or Formerly of " y I Lands Now or Formerly a ..fig r F wrathy of Plot 1 1 •V11V11.1� Fatten Property Development,LLC Colombo 0.11 L.••+k^D rowvO•auFINSBU0r WARREN COLW71:KEW]RRX Book 3911 Page 170 I nwr1t xam anariXt oraDarrah Land Surveying;PLLC 1401(_2 309.0-1-20.1 _slam.na26 E+SIA` SUNorteS.+rR artdrnn•wro*r2m IX A11 9•[111100 a�unnw e.•msoo SCALE:1W• ...I'. Phone.018.2A0-6692 SWAM ore OVAL MN MI MOW cum:roma PA(MAR 18016