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2005-936 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050936 Date Issued: Friday, December 22, 2006 This is to certify that work requested to be done as shown by Permit Number P20.050936 has been completed. Tax Map Number. 523400-227-013-0002-041-000-0000 Location: 84 ROCKHURST Rd Owner. STEPHEN KIRSHON Applicant: STEPHEN KIRSHON This structure maybe occupied as a:- Fireplace 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 Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. r- i T TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Dumber: P20050936 Application Number: A20050936 Tax Map No: 523400-227-013-0002-041-000-0000 Permission is hereby granted to: STEPURN KIRSHON For property located at: 84 ROCKHURST Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and die Queensbury Zoning Ordinance. Type of Construction Value Owner Address: STEPHEN KIRSHON 2 DALLAS Dr Fireplace POUGHKEEPSIE NY 12603-0000 Single Family Dwelling $350, 000 Total Value $350,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency DOIVFERS GOLDEN PROPERTIES PO BOX 230 CLEVERDALE_ NY 12820-0000 Plans&Specifications 2005-936 2551 SQ FT SINGLE FAMILY DWELLING $306.12 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, January 18, 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.) ow f Qu(I ry; /� sday, January 18, 2006 Dated at<elSIGNED EY for the Town of Queensbury. Director of Building&Code Enforcement Check Residential P➢-an 2eview: Oate&�tivo�Faaly Divelli�ags - - - -Y-1,1N/N/A (2)Full sets of plans Over 1,500 sq- ft-—Stamped / Design Loads On Plans: 90 Wind Floor Loads 40 psf 1� 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size tx g' Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. ' Grade,5.0 sq.ft. _ 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK �j Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required - 6"Drop in 10'Exterior Grade �>J Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where "— Required - ��' Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors A� Stairway Headroom 6' 8'All Stairs 36"-Width Stair Run and Rise Winder Run and Rise , t r Spiral Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. J } Handrails More Than One Riser On Open Sides 1 Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. iQ Safety Glazing Notes For Required Areas �r Garage Fire Separation Garage Floor Sloped f Attic Access Roof over 30"-22"x 30"/Crawl Spaces 18"x 24"Access `J" Carbon Monoxide Detector Lowest Sleeping Level --" Soil Test Results,if required Septic To Well Oi Water Line Separation - 4� All Paperwork Signed 4 Permit-lumber WED (town use) DEC 0 9 Z005 Town of Queensbury A,p��l'ction for Stormwater Management Permit 70 UIV I GtAN l n er Chapter 147,Stormwater Management, LL 4-99 c� BUILDING AND CO � 2 THIS APPLICATION IS FOR A c 0 Major Project Minor Project 1. OWNER 1INDIVIDUAL (]PARTNERSHIP DAssoCIATION OCORPORATION 0 MUNICIPALITY []AGENCY NAME 5�e�.� °��a PHONE '%L16— MAILING ADDRESS Q, p , tv)tayt `} o CITY C��v���i STATE ZIP CODE \'�'%10 2: AGENT' p SAME AS OWNER.: CONTRACTOR pAfT.ORNEY D CONSULTANT p CONTACT PERSON. NAME �OMQcSC�� �c Liz CMS Go. Ito PHONEU(S - 7`L—�-Vq MAILING ADDRESS CITY STATE ZIP CODE 3. CONTRACTOR SAME AS-.AGENT NAME PHONE MAILING ADDRESS CITY STATE ZIP CODE 4. :PROJECT LOCATION. FACILITY NAME (if not residential) SECTION T�3,13 BLOCK LOT 41 STREET �c ZONING CLASSIFICATION PROPERTY IS PRESENTLY p VACANT p PARTIALLY DEVELOPED DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? '$No p Yes, name of subdivision -5 PROJECT DESCRIPTION. - PROJECT �Qt�ov� �xr,,��.a. Sovg� c& v��� PROJECTINVOLVES: '�,Earthwork/Landscaping p Tree Clearing [,House Construction or Addition 0 Driveway Construction 0 Garage Construction 0 Detached Structure `Septic System p Modification of a Stormwater Device p Other L:\CRAIG\TEMPLATESSTWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 1.of 3 S . PROPOSED USE 0 Residential (seasonal) ''Residential (year-round) 0 Association 0 Public 0 Commercial h PROPOSED STARTING DATE \ o` Cv PROPOSED COMPLETION DATE 9 1 �Of?fp DESCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: 0 0-5% (Level) &=10% (Gradual slope) 010-15% (Moderate slope) 0 Greater than 15% (Steep Slope) IS ANY PORTION'OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? 0 Yes JNo (if yes,please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY ���°�`�\. ACRES FT2 (circle one) TOTAL AREA OF LAND DISTURBANCE: J\�&o FT (do not include area of stormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: — �'OJS FT2 TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: Seta Q (see instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: HAS AN EROSION CONTROL PLAN BEEN PREPARED? - Yes, plan is attached 0 No If no, please contact your County Soil&Water Conservation District for assistance: Warren County 623-3119 r 7...SITEINSPECTION During the processing of this application town personnel may need to visit this site for the purpose of inspecting, measuring and/or photographing site conditions. I authorize town personnel to conduct such a site inspectio - ye A no I wish to be contacted prior to any site inspection 0 yes no 8. CSRTIFICATION. I hereby affirm that the information on this form and all attachments submitted herewith is true to the best of my knowledge and belief. As a condition to the issuance of a permit, the applicant accepts full legal responsibility for all damage, direct and indirect, or whatever nature, and by whomever suffered, arising out of the project described herein and agrees to indemnify and save harmless the town from suits, actions, damages and costs of every name and description resulting from the said project. SIGNATURE OF OWNER DATE SIGNATURE OF AGENT DATE INCLU.I)E WITH THIS P.OR : 0 Site location map A Project plans.on S'/�X 11 size.:pap�r(Sul m�t.4 copies of ar yplans.larg;et.ahan 11'XI-1-7): • Names and legal mailing addresses of anyco=owners d the property • Attachment A(for major projects only):. . . A Stormwater Control Report:(for major protects:.ohi 0 Environmental-Assessment.Form (for major projects only Failure to include any one of the required items will result in an incomplete notice and delay in processing your application. Permits and approvals may be required from other agencies. for town use-only L:\CRAIG\TEMPLATES\STWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 2 of 3 The project is ap%oninag as shown on the attached approved plans and subject.to the conditions listed on the attached Sch Approved.by. on 1° 6 ' Permit--Expires 1g(01 Administrator Date - CONDITIONS OF APPROVAL ATTACHMENT A to Stormwater Management Permit Application Pertnits or approvals regal qd from other ag'encii.es Agency Permit or Approval Date Applied Date Issued Adjoining Property Owners List all parcels within 500 feet Tax Parcel Number Name Mailing Address UCRAIGUEMPLATE&STWATAPPS\TOWN STORMWATER APPL.DOC 11l2000 Page 3 of 3 VE© ----------------DEC- \ OFFICE USE ' -L2005------ PROJECT NAME: TOVVid 0;=G?; `�Su, Y STAFF INITIALS:E3I1!► I i111if; ' A rl n .n ___- ' BUILDING PERMIT SUBMISSION ; DATE: CHECKLIST FOR: SINGLE FAMILY DWELLING .1, I Building Permit Application Completed? YES NO N/A 2 Energy Form or Checkmate Energy Code Compliance j Forms Complete? (2-copies) j Energy Code Inspector's Report from Checkmate j 3. j Program? (2-copies) ' v 4 j Septic application completely filled out? i (If applicable) 5. ; Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: YES NO E N /A j j a. Floor plans (s)? / I I V i I I j b. Foundation plan? i c. Cross sections (s)? f y ! I I I d. Elevations? 1 1 e. Window and door schedule? � I � e I g. Plans signed and sealed by registered architect or 1 engineer? _ I j h. Window and door schedule? 1 Two (2) site plans showing location of t e structure to be j 7. built, location of well or water lines, location of septic system or sewer line? E 8. i Setbacks from property lines to new structure? Setbacks to neighboring wells and septic systems, ` 8. j including onsite well and septic systems (if applicable)? , 9. 1 Driveway Permit? i a Town of Queensbury • Community Development Office• 742 Bay Road, Queensbury,NY 12804 ------------------------------------ OFFICE USE ONLY PROJECT NAME: , STAFF INITIALS: 0 , BUILDING PERMIT SUBMISSION ; DATE: ' CHECKLIST FOR: ------_-------_-------------------�0 MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. Building Permit Application Completed? YES NO N/A 2 Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies) ; Energy Code Inspector's Report from Checkmate 3" Program? (2-copies) 4 ' Septic application completely filled out? (if applicable) I i 5. j Electrical Inspection Form complete? I I 6. + Two (2) sets of the plans each of the following: ` YES NO N /A a. Floor plans (s)? ' I I ; � b. Foundation plan? - I 3 c. Cross sections (s)? d. Elevations? I ' e., Design loads including floor, snow load, and wind �— i load? , I s f. Seismic design (required after January 2003)? I --I g. Plans signed and sealed by registered architect or engineer? I h. Window and door schedule? ! i 3 Two (2) site plans showing location of the structure to be !i built, location of well or water lines, location of septic I �' system or sewer line with all setbacks and separation distances shown, and all improvements to the prope ? 8. Solid Fuel Burning or Gas Appliance Form (if applicable)? 9. Driveway Permit f E 1 Town of Queensbury- Community Development Office- 742 Bay Road, Queensbury,NY 12804 Fire Marshal's Office 'Town of'Queensbury,742 Bay Road,Queepsbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys . applicable to solid fuel & vented gas appliances Date 3-u-(.. , 20('_ Permit No. t� Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and 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 pet form required Inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: �� o� �o °�,� l t i Stove: wood coal pellet gas Fireplace insert Address: �y ���ct�' Fireplace, factory-built: wood g Fireplace, masonry: wood ' gas Furnace: wood gas oil Phone: If non-masonary applicance, please provide Manufacturer Name: Owner: Address: �" ���� .Model Number: Chimney Information Phone: '1+6 - UM- (circle appropriate words) Masonry block brick stone Flue tile steel size: inches Exact Address: -�' ��?�f �. of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: _Number: _ Construction/Installation must cotZ orm to NYS Fire Prevention &.Building Indicate(circle) chimney material: Code. Consult available Town of Queensbut)r Handouts regarding required inspections. Double wall / Triple ivall / Insulated / Direct venting Chinine),Liner Ca•sr2`atfer',er D�pe��t—�'®tea o�Q�ae�r��lb�r�, 7+f?'���o3r.7� Fire Marshal Code# S Collected S Ref utded Received from (refunded to):`��6 C1%4 I t l)I D Z�U® address: A 173 3389 (190) Public Safety _ A 233 2655 (230)Minor Sales DATE: r� yio�wac�wta— Twn. C��it o-V White(Applicant) ! Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink 8:.Goldenrod(Cashier's Dept.) i OFFICE USE ONLY % TAX MAP NO. i ` L// PERMIT NO. V E!+ /) FEES: PERMIT RECREATION ENGINEERING (If applicable) DEC 0 9 2005 TOWV OF QUEENSBURY PRINCIPAL STRUCTURE: eU'LDI►N4_ AODe APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: �O\ ,t,���� �c �:- ,��� OWNER: ADDRESS: Q V a ADDRESS: C\Pwty \` n0 PHONE NOS. PHONE NOS. u - LV11)_ CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: \ \`L�O� C1ac1��oPH0NE:�`� LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR p U) o "' W PROJECT 0 0 O � _ W 0LL d z O F- {- lr Elz Z Q Q :- cA N CA O u_ d 2 06 SINGLE FAMILY 1 TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: �y Please complete a separate Application for Fuel Burning Appliances&Chimneys HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): available in our office ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? V0 IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall.be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed _� Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) _________________________________I `___________________________________________0 0 0 I ' Permission is hereby granted to the above ; 0 This application / proposed action described Applicant to erect or alter the building 0 ; herein is found to be in accordance with the described herein in accordance with said ; zoning Laws of the Town of Queensbury. Application: I 0 0 0 0 , 0 0 0 0 0 I 0 / 0 ' 0 0 0 0 0 / 1 0 0 0 I 0 BUILDING & CODES APPROVAL 0 0 ZONING APPROVAL 0 0 I 0 0 I l I I 0 /0 0 0 0 0 0 DA E 0 DATE 0 0 ' 0 / ' ' 0 :QUESTIONS? CALL 761-8256 OR EMAIL s@gueensburV.net VISITE FOR MORE INFORMATION w.gueensburV.net f �,„ Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury,NY 12804 ---------- -----_--_------_------- ----------------------- FFICE USE ONLY ; / RMIT TAX MAP NO. E MIT FEE APPROVALS: ZONING TOWN CLERK ' EOVED APPLICATION,FOR SEPTIC DISPOSAL SYSTEM PERMIT-; OF QuErNssuIRY A PERMIT MUST"BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUA, 0-_9' -VN6AL16,ODE PERMIT. viNNER: � INSTALLER: ADDRESS: �. � c�2 0 ADDRESS: PHONE NOS, �4i PHONE NOS. S87 (� LOCATION OF INSTALLATION: (..............:..............................................................................i....,.......;............,........................................................................;..............................,,....:.............,......................,; RESIDE NC INFORMATION. ( YEAR BUILT NO.OF l X j COMPUTATION= TOTAL DAILY FLOW C BEDROOMS .... ..................................,,..'• . ' GARBR 1980 or older I ? i X ; 150 gallon per bedroom = INSTALLED?k ...............................................:............................................,.I...,.,..,,..;............,......................................I.....................i +.........:..........................................................................; 1981 1991 I X ......130 gallon per bedroom.......... ..............................................................................' SPA OR HOT TUB .........................................................................,.............. 1992 present ! X 110 gallon per bedroom INSTALLED?, iou _ t................................................:..........................................................1.........................................,................................;...........<..................... ....................... PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? N14 BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS �"1`,��I U 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 TOWN 'sl APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. i.:.:.:...:.:.:.ni.,.,.:.:...:.,.,.:.:.i.:.:.:.:.,..:.:.:.:.:.:.:.:.:.:.:.:.,.�:.:•:.i•n.•;•..:�i.:.:.:.:,:.:•:.:�:•:.:.:.�:.:.:.i.:............:.........,i....................,.........:............i...i...: :.:::,i i....;.......;.;...........1...........;.;.:...;...ti 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@gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION f3 �jc�Ct�S' www.gueensburV.net Signature of P son Fesponsible Date '�JY~� Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury NY 12804 6i Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: V,"s F ©P LOCATION: Ro e-,x/L)R-� PERMIT Final Survey Plot Plan Approved Denied The attached final survey has been / received by the Dept. of Community Development. Upon revie e surve has e Craig own,Zoning Administrator Notes: L:\SucHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc REF. 1-MAP OF ROCKHURST ON LAKE GEORGE DEVELOPED BY HOW-MAC DEVELOPMENTS,INC, f i MADE BY LESLIE W. COULTER, DATED DEC, 20, SED JAN, 16, 1956. 1955, LAST REVI 2-MAP OF A SURVEY MADE FOR T❑NY DI BELLA MADE BY VAN DUSEN AND STEVES, LAND SURVEYORS, DATED 4-17-2003 LAST REVISED 6-18-03, 3-BASED ON WATER LEVEL ELEVATION OF 319.11, (PER GUAGE READING OF 3.05' ON 03/10/2006)T T❑.WALL ;0;�`��• � s `'�> ELEV.322,3' LAKE GEORGE MEAN HIGH (SEE REF. 3) WATER LINE ELEV, 3202 • .F TIE r-+ LINE ..-.:r -- S14°04'47// Q LOT 27 o (AREA=11,91) O +l O U-) f I LOT 26 s'-4.s' 5'-4 5° LOT 28 . 20 -- �` 2 O 3"-6' co 8'-5.5' 23'-1° 15' 21'± 20'—l'i ACTUAL FDN, o 3 PROP. LINE 7'-1.s• LOCATION ; CO , I � PROP. HOUSE # 84 LINE 3'-6' N I �U W ~16'-2'. 7'-1e 22 CD '-7' I o 10 Cu RESTRICTION Go LINE p -H co WALL . CONCRETE N09°22'34"E STEPS IPF N17°08/45„E 59 SO EDGE OF PAVING R I C K H U R S T ROAD STREET BOUNDARY AND PROPERTY LINE LAND SURVEYOR TITLE ACTUAL HOUSE FDN, LOCATION `j ZAREH ALTOUNIAN �-IS ���---!!f"' 10 BURT❑N LANE MADE FOR, STEPHEN KIRSHON LOUDONVILLE, N.Y. ADDRESS 12211 84 ROCKHURST RD, (L❑T 27) DRAWN BY JOSEPH TRIMARCHI CITY/TOWN/VILLAGE COUNTY SURVEY PARTY CHIEF LAKE GEORGE WARREN TRF 1 03 / 24 / 06 ANTONTO TRIMARCHI SCALE 1° = 20'-0' DATE 3-10-06 ISED REF 3 . TELL./FAX 869-4687 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.............. ........................Cert. N 2 9 4 17 3 cut-in Card No..................................... Owner........t..../�y.2 ��,.y t°'................................................................................................................. Location.... .L/ ��`�4' � �� ................... ...... . .... ..p..... .. . Installation Consisting of r 4� ��. � �1'���( S .V-1 y�-Ajl v`- .............................................................................................. .................................................................................................................................................................................... InstalledBy........tmet...A ............................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical 6quipmeni+and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of mak' inspections at any time, and if its rules are violated,the Company shall have the right t re ke th' ce tific Date..(. L .................. INSPECTOR. ... ............................................... .................................... M-h-N_F_P_A__I_ _R_r_ Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas FireDlace/Stove hispection Revort Notice:New Fork State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the..manufacturer's instructions or specifications is allowed. Permit#-/-),S--�— Schedule Inspection Time—W-12 am pm anytime Inspecto Name Address IVI /'1 U[ Rough]n�Final_ Appliance Manufacturer Ak h�a� Mode]# " Direct Vent,s\Factory Built Chimney Flue Size uble Wall Triple Wall Insulated Yes No /A Comments Floor Protections Clearances to Combustibles (all sides) Firestop(s) Vertical Chas _ // Wall Penetration 'gent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension(if army) Mantel Height above Up opening Witness Operation Tank Placement (if LP) White—Building Dept. _ —Ye iiow t%at er Pink—Fire Marshal Rough Plumbing / Insulation Inspection Report i Office No. (518) 761-8256 Date Inspec ion,r st received: Queensbury Building & Code Enforcement Arrive: a / epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect s Ini als: NAME: PERMIT #: LOCATION: I INSPECT ON: GY TYPE OF STRUCTURE: X N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ater Supply Piping Air/ Head 50 P.S.I for 15 minutes „ I�,n_MMH /Residential Check / Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 C Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspecti n r quest received: Queensbury Building & Code Enforcement Ar1ive: • I am pm, 2�epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector' Initials:_ NAME: K ��� a. ` PERMIT #: LOCATION: K ockl "PS' 1� INSPECT ON: O6 TYPE,'OF STRUCTURE: Y ',N N/A .R ug h Piambn--/_-Wail Plates 4L Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cle nout every 100 feet / change of direction P. ess`�e�l ' ADr in / Vent L Al Head S.I. or 10 ft. above highest connection for 15 minutes t Supply Piping Air / Head r P.S.I for 15 minutes Insulation /Residential Check / Commercial Check ' Pra er Vent—`Attic Vent Duct / Hot Water Piping Insulation roe yr : If required unheated spaces a"ZVW Combustion Air Supply for Furnace Duct work sealed properly / No duct tape � ' t COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection Report 1/( Office No. (518) 761-8256 Date Insp Ice e quest received: Queensbury Building&Code Enforcement Arrive: 1 /5 am/p �a�rt am/pm 742 Bay Road, Queensbury,NY 12804 Inspectorls Initials: NAME: PERMIT#: ia e LOCATION: v ov2s7!' INSPECT ON: CQ TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 `/z w) 16 gauge(8) 16D nails each side D ft stopping 1,000 sq. ft. floor trusses / Anchor Bolts 6 ft. or less on center ��/L� Ice and water shield 24 inches from wall ��TT 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 %z 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 / Framing / Firestopping Inspection Report 1`J fff//// Office No. (518) 761-8256 Date In p ction request received: L 2 Lp �ry Queensbury Building&Code Enforcement Arrive( am/pm - part: pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ;�' l 'J� NAME: ;/� S�. G✓� PERMIT#: D�-f-I 3 LOCATION: ( 12-6( IC 1A v1Z-S7T tL lZ_ INSPECT ON: �- TYPE OF STRUCTURE: ; Y ilv N/A COMMENTS :aging - - Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center Fern r•=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'/z 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 Framing/ Firestopping Inspection Report 1-51 Office No. (518) 761-8256 Date In,pe�c n r est received: Queensbury Building&Code Enforcement Arrive: am/p?j���: am/pm 742 Bay Road, Queensbury,NY 12804 Inspec or's ials: NAME: i V'z�1'l �'� PERMIT#. 6 LOCATION: U2v% INSPECT ON: TYPE OF STRUCTURE: J 1 Y_ N A COMMENTS Framinn��L � C Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/z w) 16 gauge(8) 16D nails each side / Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft or less on center Ices water,shiel� 24 inches from wall Fire separation 1, 2, 3 hour Fi e wall 2, 3,4 hour ,irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side11/z 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 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspecti equest received: Queensbury Building&Code Enforcement Arrive: i D art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspecto 's Ini is s: 1 NAME: ��i b- C>IJ PERMIT#: 5 LOCATION: cC V-g V 25% '-- INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMME S Framawo �n�- (/ � -ja e-l f7 'iJC.CCC�� /.�t)� r Attic Access 22"x 30"minimum / Jack Studs/Headers Bracing/Bridging /Joist hangers hangers ,p Jack Posts/Main Beams C F-d q\t2e -A5 Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses /Anchor Bolts 6 ft. or less on center Ise aid waber s1aield,24-inches from wall ''- ©IIJ� 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In cti est received: Queensbury Building&Code Enforcement Arrive: Dom: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: In (.Pp NAME: PERMIT#: �`� 3 LOCATION: INSPECT ON: X� 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 Headroom 6 ft. 8 in. / Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center jGea'-nd 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 %2 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectiorequest received: G Queensbury Building&Code Enforcement Arrive: m/p�, Depart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector s Initials: J�' ! �, NAME: PERMIT#: s� LOCATION: —` INSPECT ON: ,L TYPE OF STRUCTURE: Comments Y N N/A l Piers Monolithic Slab Reinforcement in Place The contractor is responsible fdr providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place F unlatic .Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing 'Doting bra"Daylight or Sump Food''n'gDrain Stone: r, nC 12 inch width Wl^"1" riches above footing nEB , 1, wet areas under;slab lBacic+ i1Q Approval _. Plunl i-n —Slab VC 1 Cast/Copper Fo'6ndation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est r ce" ed: Queensbury Building &Code Enforcement Arrive: lZfW a Depart: 12A- ,�57-arrik!=2_ 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: C)IL ERMIT 4: LOCATION: INSPECT ON: C, TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour _,Reinforcement in Place Foundation Darripproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump )Footing Drain Stone: 12 inch width 6 inches above footing --6 mil poly for wet areas under slab �,X, ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. 1,:\SueHem;ngway\13tiilding.Codes.Inspection.FQRMS\Fotindation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Ins ction re st received: Il 3 6 Queensbury Building &Code Enforcement Arrive: am/prp Depar am/pm 742 Bay Rd., Queensbury,NY 12804 Inspect is Initials: W`� NAME: i r:s oil - �� PERMIT#: LOCATION: INSPECT ON: -�_ TYPE OF STRUCTURE: U Comments / Y N N/A Foo s L� 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-� ose on site. Foundat' n/ Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ 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%SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc Januajy 28,2003 4 Foundation Inspection Report Office No. (518)761-8256 Date Insp ti r uest received: ��i7 Queensbury Building &Code Enforcement Arrive: m/pm . Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: kirs�61, PERMIT#: LOCATION: o INSPECT ON: TYPE OF STRUCTURE: TT Comments Y N N/A ootings 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway\Building.Codes.InspectionTORNIS\l:oundation Inspection Report.doc January 28,2003 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart:/j '-f- am/pm Date Inspection request received: _ 11 Inspector's Initials: // I NAME: 1(d N PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more(a),stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum _ Grade away from foundation 6 in, with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector _ athroom Fans, if no window Plumbing fixtures Foundation insulation _ Floor truss,draft stopping finished b sement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s .ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Tem orar /Permanent L:\PamW\Building&Codes\Inspection Forms\Res• Final Insp. form 2.docLast printed 2/12/04 Septic Inspection Report Office No. (518) 761-8256 Date In uest received: Queensbury Building &Code Enforcement Arrive am/p De art: am/pm 742 Bay Rd.,Queensbury, NY 12804 Ins s nitials: NAME: �.125 � PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Soil T : Sand/ Loam/Clay Comments and/or diagram Type of Water: Municipal Well Water Waterline separation distance fit. Well separation distance ft. Other wells: ft, Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size --Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan N � Engineer Report and As-Built Y___-N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status• • Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Queensbury Building & Code Enforcement - Residential Final Inspection 1�7 �../ Z 1 Office No.(518)761-8256 Arrive7l; am/ m spar: am/pm Date Inspection request received: Inspector's Initials: NAME: D!J PERMIT#: LOCATION: vc t�L,y A� rY DATE: 'Z �` TYPE OF STRUCTURE: Comments Yes o N/A Building Number/Address visible from road 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 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 Interior Handrails @ stairs 2 or more risers Grade away fi•om 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 C Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: ��f Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s .ft. vents pij C t—/IJC Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s . 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%:"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/-/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required `— Flood Plain Certification,if required Okay to issue C/C or C/O [Temporary/Permanent] L,tk T:3C—,— L5 Ll ro- L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Res'dential Final Inspection Office o.(518)761-8256 Arrive: !• �h am/pnl, epart: am/pm Date Inspection request received: Inspector's Initials: NAME: j PERMIT#: LOCATION: _ DATE: TYPE OF STRUCTURE: �(rT (r Comments Yes No N/A Building Number/Address visible from road �UL` c rJ SG� 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 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 Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches U�� J✓rl Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft. vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Los in Sealed or Glass ljnclosure Final Electrical final Surve Plot Plan �y�,1( i U,,V s Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required _ Okay to issue C/C or C/O Temporary/PermanentPt �'v" L= � LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc I Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pry „ epart: am/pm 742 Bay Rd., Queensbu , NY 12804 Inspector's I ' "als: �� NAME: PERMIT NO.: LOCATION: cC/' V INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal/ Well Water wo L 16 Waterline separation distance ft. 6� 1�� & co Well separation distance ft. l Other wells: ft• �11� Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. r> Size of Stone lieJ Seepage Pits: Number ��_ 00� Size: x / all U, Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit opening Sealed: Y N Partial End Ca Inlet/outlet Pipes&Baffles Y N Location/ Separations Foundation to tank ft• Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Yof �9dJ` �-J Engineer Report and As-Built Y/N �C�rtz f�� v[ ✓ Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use tatus: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 , l Septic Inspection Report J Office No. (518) 761-8256 Date Inspection gquest received: Queensbury Building&Code Enforcement Arrive: 7i am/pm art: am/pm 742 Bay Rd., Queensbury, NY 12804 Insp r�ls: NAME: \e-' , �-to1J PERMIT NO.: LOCATION: i oC�(Z l-t;U O INSPECT ON: / Z- Z p RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/Well Water e;l,�� Waterline separation distance fit. Well separation distance ft. C� Other wells: ft. (�!LJ C/) / S Absorption Field: Total length ft. Len of each trench ft. 2 ��I Depth of trenches ft. Size of Stone GA-) � See a Pits: Number Atte�` / 4 w& � — Size: x Stone Size: Piping — -N size., Type Building to tank Tank to Distribution Box Distribution Box to Field Pit ' Opening-Sealed: Y NJ Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank ft. Foundation to absorption Separation of Pits ftf Conforms as perPlot Plan Y—i ' " �/6-- C) Engineer Report and As-Built Y N i / Location of System on Property: J�j Front Rear Left Side ght-Side Middle Front Middle ear 2 �j System Use Status: Parproved tial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 Fax: (518)745-0308 December 20, 2006 Town of Queensbury Buildings Department 742 Bay Road k' Queensbury,.NY 12804 Reference: 84 Rockhurst Road, Kirshon Residence Wastewater System Installation I have inspected the installation of the individual on-site wastewater system at the referenced residence. The system consists of a 1, 250 gallon concrete septic tank, 1,000 gallon concrete pump tank, duplex pump station with time-dosing controls, a concrete distribution box, and 64 LF of Eljen sand filter units. To the best of my knowledge; the system is installed in general conformance with the design drawings. Surface finishing, including turf and curbing had not been installed at the time of our inspection. Attached is a record drawing indicating actual locations with dimensions which were adjusted slightly in the field from the original design drawing. Should you have any questions, please contact this office. Regards, RECEIVED DEC� ��p TOWN ur- 6 G. Thomas Hutchins, P.E. BUILDING AND CODE Cc Michael Garguilo Domers Golden Properties 22 Park Road Queensbury, NY 12804 G.Thomas Hutchins,P.E. 4 1 C�`. � L~ E N DEC 0 9 2005 TOWN OF QUEENSBURY Permit Number BUILDING AND CODE RFScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: C:\Program Files\REScheck\REScbeck\092405-KIRSHON-84 ROCKHURST ROAD, CLEVERDALE.rck PROJECT TITLE: PLAN NO. 092405 COUNTY:Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.30 DATE: 12/07/05 DATE OF PLANS: DECEMBER 7, 2005 PROJECT DESCRIPTION: STEPHEN KIRSHON 84 ROCKHURST ROAD CLEVERDALE,NEW YORK 12820 DESIGNER/CONTRACTOR: WILLIAMS &WILLIAMS DESIGNERS INC. 509 GLEN STREET GLENS FALLS,NEW YORK 12801 COMPLIANCE: Passes Maximum UA=590 Your Home UA= 590 0.0%Better Than Code(UA) - Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R Value U Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1411 38.0 0.0 42 Ceiling 2: Cathedral Ceiling(no attic) 355 38.0 0.0 9 Skylight 1: Wood Frame:Double Pane with Low-E 16 0.380 6 Wall 1: Wood Frame, 16" o.c. 1581 19.0 0.0 60 Window 1: Wood Frame:Double Pane with Low E 442 0.340 150 Door 1: Solid 51 0.130 7 Door 2: Glass 48 0.350 17 Door 3: Glass 48 0.350 17 Wall 2: Wood Frame, 16" o.c. 1460 19.0 0.0 66 Window 2: Wood Frame:Double Pane with Low-E 311 0.340 106 Y E Door 4: Glass 41 0.350 14 Basement Wall 1: Solid Concrete or Masonry 1179 11.0 0.0 74 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement Wall 2: Solid Concrete or Masonry 176 11.0 0.0 13 Wall height: 8.0' Depth below grade: 4.0' Insulation depth: 8.0' Window 3: Wood Frame:Double Pane with Low-E 21 0.340 7 Floor 1: All-Wood Joist/Truss:Over Outside Air 48 30.0 0.0 2 Furnace 1: Forced Hot Air, 92 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York St at Energy Conservation Construction Code requirements. When a Registered Design Professional has st ed and s' 'ed this page, they are attesting that to the best ofhis/her knowledge, belies; and professional judgm t, uch pl s o s catiops are in compliance with this Code. esigner Date l� L � REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Soltware Version 3.6 Release 2 DATE: 12/07/05 PROJECT TITLE: PLAN NO. 092405 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic), R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/8.0' insul, R-11.0 cavity insulation Comments: [ ] 2. Basement Wall 2: Solid Concrete or Masonry, 8.0'ht/4.0'bg/8.0'insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor. 0.340 For windows without labeled U-factors, describe katures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E, U-factor. 0.340 For windows without labeled U-factors, describe katures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 3. Window 3:Wood Frame:Double Pane with Low-E, U-factor. 0.340 For windows without labeled U-factors, describe katures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Skylights: [ ] 1. Skylight 1: Wood Frame:Double Pane with Low-E, U-factor. 0.380 For skylights without labeled U-factors, describe Matures: #Panes Frame Type Thermal Break? [ ]Yes [ .]No Comments: Doors: [ ] 1. Door 1: Solid, U-Ector. 0.130 Comments: [ J 2. Door 2: Glass, U-fictor. 0.350 Comments: [ ] 3. Door 3: Glass, U-fctor. 0.350 Comments: [ ] 4. Door 4: Glass, U-fictor 0.350 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation — ---�------Comments: Beating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 92 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the wane-in-winter side of all non vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manutactu er manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets,mastics (adhesives), . mastic-plus-embedded-fabric, or tapes. Tapes and mastics must berated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). � y [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required f5r each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or - --_-_--I—the_New..-York-City_Building-Code,-as-applicable.------- ---- --------- _ Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an onlofheater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. Y 7► Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl U to o 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems -Low-Pressure-T-empwature---------- --20-1-250----1:0----------1-5----------1-5 - --2:0 --- ------------- - -- Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for seed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) GEOXGE x0sp " PROPOSED WATER SUPPLY UNE; j I I AS 1 COPPER WATER SUPPLY LINE, UV 3 I j DISINFECTION AND WATER I I I I PROP ERTY LINE N E W it FILTRATION TO BE PROVIDED I j j EXTENSION WASTEWATER SYSTEM DESIGN YST ,. j I 4 BEDROOM RESIDENCE SYS TEM INSTALLATION HATES 3 I i WATER SAVING FIXTURES 1.6 CONS( GPF.MAX. FLUSN SHALL H 3. I D GP S E M SHO WN 0 MAX M FLOW - 1i0 G'D/BEOROOM - NYSDOH CRITERIA AX. FAUCETS) ACCORDANCE WITH THE N.Y.S. DEPARTMENT 10 DRAWING INDIVIDUAL I j SYSTEM DESIGN FLOW - HOUSEHOLD SYSTEMS AN L 440 GPD D AS1iU F481 INSTALLATION I j I I SEPTIC TANK - 1250 GAL PIPE AND CORRUGATED TUBING I N SEPTIC TANK LEACH OF THERMOPLASTIC PUMP STATION - 1000 GAL FIELDS. LEACH FIELD - ELJEN IN-DRAIN TYPE B GEOTEXnLE SAND FILTER UNITS AND FILTER DESIGN UTILIZES ELJEN CORPORATION TYPE B IN-DRAIN DESIGN PERCOLATION RATE IN FILL FILTER UNITS INSTALLED RAIN GEOTEXTILE CH + p '4 LL AL MATERIAL- 1-5 MINA SHOULD BE IN ACCORDANCE WITH THIS DRAWL CONFIGURATION, INSTALLATION EL. 322.3t ER $�RVE//VE eC qN ' j-- —— —_ _..J ' f APPLICATION RATE= 1.2 GPD/SF DRAWING, NYS D ' ABSORPTION BED AREA HEALTH REQUIREMENT DEPARTMENT OF Y �V HAG REQUIRED. S AN l Mq p I•! 3 ED. 367 SF D MANUFACTURERS INSTRUCTIONS. � % ! j ELJEN IN-DRAIN TYPE B UNITS PROVIDE 6 SF/LF ALL DISPOSAL FIELD J S SHALL BE GRADED T 62 U= OF ELJEN 1N-DRAIN TYPE B TRENCH RE 0 SHED USE 16 ELJEN IN-DRAIN TYPE B UNITS q REQUIRED SURFACE RUNOFF AWAY FROM THE DISPOSAL FIE�RAINFALL AND DIVERT J USE 2 TRENCHES AT 32' LONG g ( � LAG EACH UNIT) 64 LF TOTAL TO BE PROVIDED ( NITS EACH TRENCH) DO NOT USE HEAVY EQUIPMENT WITHIN 324 _ IN-DRAIN UNITS HAVE THE ABSORPTION AREA AFTER VE BEEN INSTALLED. POTABLE WATER SUPPLY TO BE LAKE GEORGE LAKE WATER WITH ABSORPTION SF 6 � y 514��`4� �.�� I � �� FILTRATION AND UV DISINFECTION O N TRE NCH � .MIN. SEPARATION NCH . ----._ RAnoN FROM NOTES OM SEP Y� TIC TANK T THIS DESIG 0 LAKE = 50 N UTTUZES ELJEN IN-DRAIN TYPE B MIN. SEPARAITON FROM ABSORPTION FlELp To INSTALLED IN A TRENCH CONFIGURATION. REMOVE XIS LE SAND FILTER UNITS 326 r, fi \ \ Q ~� �� \ \ \ LAKE = 100 AREA OF THE PROPOSED ABSORPTION FIELD. TING ASPHALT IN THE SITE SOILS DATA IS TO BE EXCAVATED OVER THE ENURE LENGTH N AREA 12 WIDE BY 4' DEEP U PIT TRENCHES AND BACKFlLLED WITH OF THE ABSORPTION 1H CLEAN SYSTEM FILL. USE TRACKED a \ TP-1 - 10/31/05 BY T. EQUIPMENT FOR ALL WORK IN ABSOPRnON FIELD 32 LD AREA. ABSORPTION � HUTCHINS TRENCHES TO BE EXCAVATED nON 48 DEPTH IN 32 � � � � STABILIZED _ Z_ ED SY STEM_ _ " STEM— TRENCHES FILL. qB HES TO BE BOTTOM OF TRENCH (BOTTOM OF CONCRETE SAND)OTO BE \ -2 ASPHALT � INSTALLED �329 8 \ 2-4" CRUSHED STONE LLED AT 25-31" BELOW EXISTING GRADE. 4-12" GRAVEL FILL FILL 324 12-22" SILT LOAM MATERIAL NOTES S l \ \ 22-48" SILTY CLAY LOAM AFTER EXCAVATION OF INCONSISTENT NATIVE SOILS OVER THE AREAS SPECIFIED, \ $ \\ BACKFILL EXCAVATED AREA WITH SYSTEMGIFTED, DRY ENTIRE DEPTH OF PIT LOAMY SAND FILL WITH IN-PLACE PE OLA ON RATE OF3 SYSTEM 5 MINUTES. TO BE a \ ,.� NO SEASONAL HIGH GROUNDWATER EVIDENCETO BE STABILIZED !N 6" U 7ES. FILL LIFTS TO MEET EXISTING INCONSISTENT FILL G LL R., SOIL GRADE. THROUGHOUT ENTIRE DEPTH OF TEST PIT ` 30 \\ N \326 PERODIATION TM EROSION & SEDIMENT CONTROL NOTES 1. BEFORE ANY CLEARING OR GRUBBING of THE St 10/12/05 BY T. HUTCHINS EARTHWORK PHASES, SEDIMENT TRAPS S IS INITIATED, AND DURING 18" DEPTH S HALL BE WALES AND DITCHES AND AS INDICATED ON CONSTRUCTED IN ALL STORM - 33 SILT LOAM & SOME GRAVEL FILL THE PLAN. N HOT TUB �1 � STABILIZED P 2. SE DIMENT E M PERCOLATION RA ENT TRAPS SHALL--3 �- -� RATE = ALL CO 2 2 CONSIST 8 MIN/IN OF/IN p HAY BALES S P PERVIOUS BARRIER IN LACED TO FORM THE SWALE OR DITCH. A i 3. AT (FAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH -o EACH BALE TO ANCHOR IT OUGH r- IN PL ACE, CONVENTIONAL SNOW FENCING MAY BE z USED IN LIEU OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS. —330 4. AFTER Z EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPE FAILURES OR CLOGGING, AND ANY FAILURE CTED FOR m IMMEDIATELY CORRECTED. OR CLOGGING SHALL BE i 5. ALL BARE EARTH AREAS SHAM BE SEEDED AND MULCHED AS SOON AS IS VC HOUSE POSSIBLE TO PREVENT EROSION, AND EVERY BARE \ SEWER; 1/4" PER FT. MIN SEEDED EA � SLOPE AND MULCHED EARTH ARE CHED AS SOON AS PRACTICAL A SHALL BE COVER CROPS, SUCH AS ANNUAL RYEGRASS MAY TEMPORARY�oftAPID GROWTH / SURFACE STABILIZATION. 1 � TEMPORARY . DISTRIevnoN eox 3 6, SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED Auk qW OF COVER GRASSES, OR WHERE FILL AREASCARE EXTENSIVE.ERE LONG SLOPES ARE STRIPPED 1250 AL PRECAST \ XISTING CONCRETE CONC ETE SEPTIC TANK 7• NEW SWALES AND UNLINED DITCHES SHALL t RETAINING WALL 1000 AL PRECAST NETTING NCO NG INCORPORATE i� OVER SEED AND MULCH WHEN ATE MATTING OR ON TE P�1MP STATION SWALES AND UNLINED DITCHES SHALL BE SEEDED SLOPE EXCEEDS 29a ALL 10' PROPERTY / FOR FOUR(4) FEET EITHER SIDE OF THE WITH REED-CANARY GRASS � - LINE SETBACK ��MEAN HIGH �9• RATE OF 25 POUNDS per ACRE AFTERSWALE OR DITCH CENTERLINE, AT A E SETBACK O / MULCHED WITH S JUNE, ALL SEEDED AR STRAW IMMEDIATELY. AREAS SHAL L L DI L PROPOSED CURB ATELY. BE — 8. THE CON SHALL COMP r-�-.�.4��..��ACt< -- —.-... _ TRACTOR COMPLY WITH THE_ URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED$Y THE EMPIRE FOR 2" SDR-21 PVC CHAPTER OF THE SOIL AND WATER CONSERVATION THE EMPIRE STATE FORCE MAIN TION — SO C I EIY. LINE 7PRQ _ K � N09022340E 3t,81' l '45"E sq.sof3 PROPOSED ELJEN IN-DRAIN TYPE B SAND FILTER UNITS; (2) TRENCHES 032' EACH ROC KHURST ROAD RECEIVED DEC 2 i 2006 ss TOW N UI- QuttNJbU BUILDING AND RY _ --- CODE `��� , ��`�W -' ATER PLAN RECORD D SCAM: 1"=10' DRAWING ALTERATION OF THIS S DOCUMENT EXCEPT , � BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 1 RECORD DRAWING 0 1 it ISSUED FOR APPROVAL 2/19/2006 N o. 12/6/2005 Revisions WASTEWATERDate PLAN r p ePared for MAP REFERENCE Stephen Kiishon PROP , II ERN LINES, BOUNDARY INFORMATION 84 RocMu� AND MEAN HIGH WATER LOCATION FROM Town of Queensbu rY, Warren County, New York "ACTUAL FOUNDATION LOCATION" DATED Drown: LWD MARCH 10, 2006, LAST RE Checked: cTH Scale: f`=10' REV ISED 2 ED MARCH Date: 11 4 2 /s os 006 P / PR EPARED 8Y: ZAREH 169 Havitand Road ALTOUNIAN, LLS, LOUDONVILLE, NY Queensbury, NY 12804 Hutchins Engineering (518) 745-0307 Phone 291 . POLYETHYLENE EXTENSION TO APPROXIMATE GRADE WITH TAMPER FINISH GRADE RESISTANT ACCESS COVER INSTALL FLOAT SWITCHES TO OPERATE PUMP POLYETHYLENE EXTENSION TO OVERFILL TO ALLOW SETTLMENT AND MAINTAIN LEVELS AS INDICATED GRADE WITH TAMPER & TO DIVERT STORMWATER RESISTANT ,ACCESS COVER 12" t COVER AWAY FROM SYSTEM 12"f INSTALL ZABEL A1800 FILTER 4" MIN. TOPSOIL, SUCH THAT IT IS READILY ESTABUSH TURF ZZ-REMOVABLE THROUGH TANK EXPLOSION PROOF JUNCTION DISBRIBUT1ON BOX 4" SCH 40 PVC ` ACCESS COVER BOX. INSTALL CONTROL PERFORATED PIPE 4" SCH. 40 PVC •' : . °. < 3" PANEL IN HOUSE 8" MIN 12-18" INLET ------------------ 4" PVC SCH-40 � ® CEO-TEXTILE COVER MIN. SLOPJE LIQUID LEVEL OUTLET 1/4" PER FO BAFFLE ' MIN. SLOPE 2" SDR 11 CONCRETE SAND 1 . 15" 1/8" PER FOOT HDPE FORCEMAIN USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT IN-DRAIN UNIT 18"MIN. EXACTLY THE SAME ELEVATION WATERTIGHT SLEE - 7 ALARM - 6" AND SEAL (TYP.) F ABOVE 'PUMP ON' LUME OF DOSE 4" PVC SCH-40 SOLID HEADER TO o_ - x . o a PUMP ON T BE 35-4.Of GALS PERFORATED TRENCH PIPING, 1/8" 2" SCH 40 PVC OR PER FOOT MIN SLOPE HOLES ® 5&7 O'CLOCK o " /'' - o o GALV��NIZ 6 MIN ED PIPING INSIDE I E 125 r� SD 0 GA L P L RECA PU MP U P M - ZAB EL A18 00 OFF WET V IE LL THROUGH WALL CONCRETE SEPTIC TANK SERIES FILTER 12" MIN. " ` 6 MIN GATE VALVE 36" 6" MIN MINIMUM 2X WIDTH PUMP STATION NOTES MAXIMUM 4X WIDTH , . T •• REDUCING TEE POINTED SEAL ALL TANK OPENINGS WATERTIGHT. EVEN IN-DRAIN TRENCH SECTION CHECK VALVE DOWNWARD WITH 1" BALL VALE ON t ° ° PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND NTS . .`. :• THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, LAG TIME CONTROL PANEL INSIDE SEPTIC TANK NOTES DUPLEX EFFLUENT PUMPs L1000 GAL PRECAST CONCRETE HOUSE IN ACCESSIBLE LOCATION. MANUFACTURER TO BE SJE RHOMBUS, MODEL ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE GOULDS 3885 TANK AS HOLDING/PUMP TANK UNION - LOCATE SUCH THAT DTD1 W104X, OR EQUIVALENT. DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS WE0512H 230V UNION CAN BE DISCONNECTED MANUFACTURED BY FORT MILLER OR EQUIVALENT. AND PUMP REMOVED WITHOUT INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN SINGLE PHASE TANK ENTRY ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. (N.E.C.) REQUIREMENTS. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE. CRUSHED STONE SHALL BE 10'-0" O.C. MAX. PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE PUMP DOSING AND TO PROVIDE A 35-40 GALLON DOSE WITH 1 HOUR LAG TIME BETWEEN DOSES. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY PUMPS TO BE GOULDS MODEL 3885, WE0512H 230V, SINGLE PHASE, 36" FENCE POST CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 35 GPM PUMP O 20 FT HEAD. DRIVEN MINIMUM 16" SEPTIC TANK & PUMP STATION DETAIL INTO GROUND ALL JOINTS MUST BE SEALED. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. . SILT STOP EMBED IN GROUND 8" MIN. IN TYPE B OD 32 ELJEN —DRAIN r" SAND FILTER UNIT TRENCH . y_t:��=;.;.'-. ='••5: :' ' SHALLOW SWALE TO CREATE POSITIVE DRAINAGE AROUND 4" TOPSOIL COVER ABOVE SYSTEM SOIL BACKFILL ABSORPTION FIELD FILL; SEED & ESTABLISH TURF oy' PROPOSED ASPHALT OR CONCRETE CURBING EXISTING CONCRETE w PERSPECTIVE LANDSCAPING PAVERS PARKING RETAINING WALL GRANULAR SYSTEM FILL 36" FENCE POST 6't TO CENTER ` OF TRENCH ROCKHURST ROAD 11 7111 _llili2l�d ! � oSILT STOP EMBED IN GROUND ROIL 8" MIN. I ! I ! ! I ?=I ? -Ill ! iI ? ?_! ! !_► I !'I ! ?=11 ?=! f1=1Il=1 ? ?=1 :. --lI !—.!��---1 �� ill—� ! I—! i ?,-Iii—� ? ? ! ! ?—? iI—I�f—! '—! ! ?—? II . : • � -. • � ? - UNDIS1URBED =�� (---f�;—? � �=1�(-���-I I ?_-� ! f=1 ? ! ! ? ( 1 I i--=1 I 1=; I I;, III—�!�=1 - :� : . -�� :.- - . :. . .�. .; - - - - -. ' -. - - - . :- . .. -. - • : -• . .� ? I�� ! I ! I ?_? I ICI ! ?=-! ! !-? I l-_?!! 1 ? !_! ! !=? I 1=I ? i-, i �_! ?=1 I l :.: ... :..:. . : ... :: :. . ...: . •: . . :• . ..._-- . :. -.. .. .. . ..,. -:. . : : .. : :. _ . . ::. " 4•f.. FILL �M � d ,. I---I_►► I i �-_--( ? !---, . I-,! f I,� I !=! � ! I I �_�� .--I i i�-1 1 �-I ! I--1 i l=l ? I� � .: - ....- :.:: . .. : : .- - . . : - : _ - .- � .. •:•. . . .. :. : : - .: .- . •• .. SILT F I ?= ! I i=1 ? ?-1 I=1 I I ► !;! ( ! III=! ? ?;f i (=1 I 1=I ! ? I-= ENCE DETAIL NT S I I==? !--? � —III=i � ? � !-I � ►— — !=I i I___► , ►-, I I-_N !-I ! �--1 , I-! � i=; ! !=1�I-� 11=" ' ?'! I I-i I !-! ? 1=1 I I?- ► I I=-I i ?-1 ? I=1 I I-1 ! l-1 I I1=1 f. ICI I I-� ' - -I fly ►--! I- I � -' , � I- ! I-1 1 I I ?-, ? I- III-III`? I I_I I 1=1 I C=1 I ?_? I I=? I 1=? 1 ?- 12' WIDTH OF EXCAVATION FOR SYSTEM FILL ABSORPTION FIELD SECTION SCALE: 1"=2' LOAM, SEED AND MULCH ALL 6" 1 1/2" R �\ DISTURBED AREAS BASE COURSE ::a... PAVEMENT co SUITABLE UNDISTURBED NATIVE MATERIALOD OR BACKFILL WITH COMPACTED GRANULAR 2 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL MATERIAL 0 ENGINEER IS A VIOLATION OF NYS EDUCA11ON LAW. POURED IN PLACE CONCRETE CURB 12 O EXPANSION JOINTS AT 8' INTERVALS � . .. o. RECORD DRAWING 12/13/2006 12" COMPACTED BASE COURSE [� 0 ISSUED FOR APPROVAL i2/6/2005 NYSDOT ITEM 4 0 No. Revisions Date WASTEWATER DETAIL SHEET - RECORD DWG CURB DETAIL - POURED IN PLACE prepared for NTS Stephen Kirshon NOTE: USE MER POURED IN PLACE CURB, OR PRECASTCXIRB SET IN PLACE 84 Rockhurst Town of Queensbury,Warren County, New York Drawn: LWD Checked: GIN Scale: NOTED Date: 11/9/05 169 Haviland Road Queensbury, NY 12804 i 29131-02-S2 Hutchins Engineering (518) 74.5-0307 Phone g 9 (518) 745-0308 Fax rAKE GEORGE I I I I I s PROPOSED WATER SUPPLY LINE; 3 I I I PROPERTY LINE ZONING INFORMATION I L KfL' �L'O (Z' p taps 1" COPPER WATER SUPPLY LINE; UV ( PROPOSED DOCK I I '/-, � RG;(:, rrst� DISINFECTION AND WATER l I EL. 324f l EXTENSION TAX MAP NUMBER - 227.13-2-41 FILTRATION TO BE PROVIDED I CONCEPTUAL I ZONE WR-1A - WATERFRONT RESIDENTIAL PROPOSED SHORELINE RESTORATION: l I SETBACKS - 30' ® ROAD, 50' DOCK REMOVE EXISTING CONCRETE DEBRIS 3 16 I I SHORELINE, 20' SIDE FROM PREVIOUS WALL, EXTEND l I I ( MAX BUILDING HEIGHT - 28' FIELDSTONE PROTECTION OF SIMILAR \ SIZE & VARIETY I I i 20.0 MIN SETBACK PREVIOUS GALLON SIZE PROP�SED 5 12-15 PLANTS, 2 GA I ' I — OUS COVERAGE PROPOSED SPECIES; 3 I I BLUEB RRY I I TOTAL AREA = 11,991 SF = 0.275 ACRES BUSHE PROPOSED NATURAL DOc�c L I I � I STONE & BOULDER TOTAL IMPERMEABLE AREA = 5236 SF I _ I INSET STAIRS AREA OF PERMEABILITY = 6755 SF PERCENT PERMEABLE = 56.34% EL. 322.3f + " I i £R S�R�£y£ F"£VAN NIGy 3 PATHLYTES RL3, PROPOSED HADCO M'qp �' I I ALUMINUM LANDSCAPE £R£N�£ 1 LIGHTING, 27 WATTS, PROPOSED COVERAGE I S14°04'4�-ggOg, — — — — — — _ — — _j 12 VOLTS (TYP 6) TOTAL AREA = 11,991 SF = 0.275 ACRES TOTAL IMPERMEABLE AREA = 4168 SF PERMEABLE AREA = 7823 SF ;,ry,� PERCENT PERMEABLE = 65.24% 0A b,,,, i4004'47,W 98.09' U PROPOSED HONEYSUCKEL/LILAC (TIE LINE ONLY) LAWN � MIX, TYPICAL 5-7 �%di„�� F- EXISTING SHORELINE '.- CONDITIONS PROPOSED 3 MUHGO PINE, 24" PLANTS � J' TIONS TO REMAIN d w p�� .�` N v� 42.5' o o Cn 1 `" N PROPOSED PROPOSED PLANTING BUFFER NSTRIP J�� PACASANDRA 3 j CUTTINGS LAWN SLATE PATIO PROPOSED 6-8' WHITE SPRUCE LAWN AREA=1064 SF OR BALSAM PLANTINGS, J ( TYPICAL 3 3 50�S y¢�� �STH-1 o PROPOSED SILT FENCE 0 3 ,r p�% Ln PROPOSED 6-8' BALSAM PLANTINGS, TYPICAL 3 22.3' ° _ r4 1-4 N N to -1 _— Go — e-i ,r V p N N N 50' n PROPOSED HAOCO STEPLYTES o MEAN HIGH SEr—BACK— PATIO Z RSB3 WALL MOUNTED N HOT TUB ` LAWN LIGHTING; 50W MAX EACH EXISTING HOUSE En (m' 4) 8 1756 SF FOOTPRINT D PROPOSED HOUSE z PROPOSED (2} INFILTRATOR �D X 36 24"x100" UNITS INSTALLED IN STONE d 1662 SF FOOTPRINT Z LAWN UNDERNEATH PATIO FOR STORMWAIER FF = 335.00f z m 'Z `- PROPOSED (1) INFILTRATOR®EQUALIZER® INFILTRATION PROVIDE FLOOR DRAINS IN l� „ „ N PATIO AND PIPE TO INFILTRATORS. 125 BASEMENT FLOOR = 325.50f �� w d 36 24 x10O UNIT INSTALLED IN STONE • CF:t OF STORAGE TO BE PROVIDED N UNDERNEATH PATIO FOR STORMWAIER T z In PATIO AND PIPE O INFPRVILTRATORS.FLOOR DRAIN IN ILTRATORS. 63 52'-0° LAWN ) l CFt OF STORAGE TO BE PROVIDED 21.5 EL. 333.5 dC Jaw Nl SI IT IDEWAiX �� �L LAWN 125 SF. U)' ' 0 36.7' ° SAEQ�- 10 L———— 30'FRONT SETBACK` I< A=140 SF 00 SETBACK d XISTING CONCRETE — EL. 33.5 1u) CONCRETE RETAINING WALL 50 SF RETAINING WALL LAWN _ Jo PROPOSED 2' WIDE, 2' DEEP, EL. 333.5 �, STONE FILLED HOUSE EAVE c TRENCH; 75 LF TOTAL, 120 100'MEAN HIGH O O O O CFt VOLUME LAKE SETBA K-" 72 SF — ----- -- — _ N09°22'3 "E 38.81' i N17°08'45"E .50 N090 22 34"E 38.81 N17°08'45"t_ `59.50' ROCKH U RST ROAD APPROVED ROCKHURST ROAD Application . €s ap LAYOUT PLAN-PREVIOUS DEVELOPMENT CONDITIO P 14 2006 � rC SCALE: 1"=10' v Z mg Administrator p 7s TOWN OF QUEENSBURY ! SITE PLAN NO. 9-2006 SITE COVERAGE DATA - STORMWA PROPOSED LAYOUT PLAN TE R AREAS SCALE: 1"_,0' TOTAL LOT AREA ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A �1,991 SF RESOLUTION ADOPTED 6/22/06 BY THE PLANNING BOARD OF THE ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. PREVIOUS IMPERVIOUS A CONDITIONS 7/7/2006 2 HOUSE 3 PLANNING BOARD APPROVAL TOWN OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: _AREA FINAL PROPOSED IMPERVIOUS AREAS CHANGE IN IMPERVIOUS AREAS RE-ISSUED TO PLANNING BOARD 5/5/2006 1. WE NEED TO HAVE A C.T. MALE SlGNOFF, 1756 SF 1662 SF (94 SF) 1 REDESIGNED & RE-ISSUED TO PLANNING BOARD 2. JUST A CLARIFICATION ON THE WALKWAY, THAT IT IS BORDERLESS, ASPHALT 1844 SF 4/17/2006 1109 SF (735 SF) O REVISED PER STAFF & TOWN ENGINEER COMMENTS 3/27/2006 FLAGSTONE AS PICTURED IN THE PRESENTATION PACKAGE, SHED 3. NO FERTILIZERS OR PESTICIDES USED, 140 SF 0 (140 SF) 0 ISSUED FOR APPROVAL MAIN SIDEWALK 2/15/2006 4. AND WE NEED TO HAVE AN INFILTRATOR ADDED IN THE FLAGSTONE 125 SF 103 SF (22 SF) N o. Revisions PATIO AS DISCUSSED, Date 5. A MINIMUM FIVE FOOT NATIVE PLANTING BUFFER STRIP ON THE EXISTING RETAINING WALLS & STAIRS 234 SF 234 SF ° PREVIOUS & PROPOSED SITE PLANS WEST SIDE OF THE NEW RETAINING WALL. MAIN STAIRS 0 115 SF 115 SF prepared for i58 SF pq� 25 SF LAKESIDE FLAGSTONE WALKWAYS (7590 IMPERMEABLE) 0 158 SF ZONING ADMINISTRATOR LAKESIDE STAIRS 0 25 SF MAP REFERENCE Stephen Kirshon 84 Rockhurst SOUTHERN FLAGSTONE PATIO & WALLS MAIN PATIO & STAIRS 1064 SF 568 SF (496 SF) PROPERTY LINES, BOIaNDARY INFORMATION Town of Queensbury, Warren County, New York 0 194 SF AND MEAN HIGH WATER LOCTION FROM Dr 194 SF "ACTUAL FOUNDA170N LOCATION DATED awn. LWD Checked: GTH TOTAL IMPERVIOUS 5163 SF (43.06%) 4168 SF (34.767) (995 SF) (DECREASE) MARCH 10, Scale: 1"=10' Dote: 11/9/05 2006 LAST REVISED MARCH 169 Haviland Road TOTAL PERVIOUS 6828 SF (56.94V 7823 SF (65.247) 995 SF 24, 2006, PREPARED BY: ZAREH Queensbury, NY 12804 ALTOUNIAN, LLS, LOUDONVILLE, NY (518) 745-0307 Phone 29131-01-S 1 Hutchins Engineering (518) 745-0308 Fox �- - - - � -, LAKE GEORGE I I I I STORMWATER DESIGN CRITERIA ER OSION & SEDIMENT CONTROL NOTES 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING gR E PROPOSED WATER SUPPLY LINE; 3 i I I I PROPERTY LINE I TOTAL INCREASE IN IMPERVIOUS (995 SF) - NET DECREASE EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM y,�F 1" COPPER WATER SUPPLY LINE; UV IPROPOSED DOCKI I EXTENSION DISINFECTION AND WATER EL. 324t SWALES AND DITCHES AND AS INDICATED ON THE PLAN. �ocic PAR I I I I FILTRATION TO BE PROVIDED I I CONCEPTUAL I I QUEENSBURY SIZING CRITERIA - 147-9(A) 1.5 GPD/SF INCREASE 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED TO FORM A I I I PERVIOUS BARRIER IN THE SWALE OR DITCH. PROPOSED SHORELINE RESTORATION: � I I I RETENTION VOLUME REMOVE EXISTING CONCRETE DEBRIS I I I REQUIRED p FROM PREVIOUS WALL, EXTEND 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH ( I EACH BALE TO ANCHOR IT IN PLACE, CONVENTIONAL SNOW FENCING MAY BE FIELDSTONE PROTECTION OF SIMILAR I I I I RETENTION VOLUME PROVIDED STONE EAVE TRENCH 120 CF USED IN LIEU OF STAKES TO STABILIZE BALE TYP SIZE & VARIETY I I ( E SEDIMENT TRAPS. GALLON SIZE 125 CF PROPOSED 5 1 12-15 PLANTS, 2 GA I I PROPOSED SPECIES; 3 I BLUEBERRY RETENTION VOLUME PROVIDED (INFILTRATORS) 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR I I BUSHES ( I PROPOSED NATURAL I STONE & BOULDER FAILURES OR CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE I I Wq L - - _ - _ - IMMEDIATELY CORRECTED. i INSET STAIRS I RETENTION VOLUME PROVIDED (INFILTRATORS) 62 PROPOSED HADCO 5. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS + - R I PATHLYTES RL3, POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE EL. 322.3t R SURVEY� E�EVAN N�GN 3 ALUMINUM LANDSCAPE TOTAL STORMWATER RETENTION VOLUME PROVIDED 307 CF SEEDED AND MULCHED AS SOON AS PRACTICAL. TEMPORARY RAPID GROWTH _ -- - AP REFeReN I I LIGHTING, 27 WATTS, I COVER CROPS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY - - - - - - _ - _.._ - -1 12 VOLTS (TYP 6) SURFACE STABILIZATION. i 6. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING 10'-0" O.C. MAX. SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED / \ � OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. �;� G `._4°04'47"W 98.09, / SF �'' 326 - ME_UNt--ONL1� \ 36" FENCE POST 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR PROPO YSUCKEL LILAC NETTING OVER SEED AND MULCH WHEN THE INVERT MIX, TYPICAL 5-7 , X F ,`1 EXISTING SHORELINE DRIVEN MINIMUM 16" SLOPE EXCEEDS 2%. ALL �+ PONDITIONS TO REMAIN INTO GROUND SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS - - _ - _ _ �� \ \ FOR FOUR(4) FEET EITHER SIDE OF 'PROPOSER 3 MUHGO"PINE, 24" PLANTS \ ) THE SWALE OR DITCH CENTERLINE, AT A 326 _ ' f - - - _ _ < \ RATE OF 25 POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE PROPOSED ' WIDE NATIVE tiED MULCHED WITH STRAW IMMEDIATELY. PLA `P ' \ SILT STOP U EMBED IN GROUND 8. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR NGS 3 � • -.'•..: 8" MIN.':` , •"�c`~ URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE -LAM, � �"�' •�••i:.�,;'Y "'s $»MIN CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. PROPOSED 6-8' WHITE SPRUCE 329 OR BALSAM PLANTINGS, 324 SITE S+r' ; • '� � `fr'`"�`'��' ' \ F �+' OILS DATA TYPICAL-3 - \-PROPOSEDTESTHOLE 1 TH -1 �. ` c SILT FENCE c SOIL BACKFILL NATIVE SOILS MAPPED AS CHARLTON FINE SANDY LOAM, HYDROLOGICAL SOILS i /)Gt \ BY. T. HUTCHINS - MARCH 24, 2006 �1 \ �� GROUP B; BORINGS CONFIRM NATIVE SOILS AS FINE SANDY-SILTY LOAM,-PROPOSED 6-6' BALSAM � M, NO 4� PLANTINGS, TYPICAL 3 L'ERSPECTIVE GROUNDWATER EVIDENCE TO 36" DEPTH Ui ,J \ N 326 36" FENCE POST STABILIZED PERCOLATION RATE: 17 MINUTES PER INCH 330 \ Sao \ \ FOUNDATION BACKFILL o SILT STOP GRANULAR, SANDY FILL IN AREAS BACKFILLED AROUND HOUSE FOUNDATION 50'MEAN HI \ �\ I `�' EMBED IN GROUND PROPOSED HADCO STEPLYTES PATIO 331- DUCE SETSAC�C _ -328�� 1 FLOW8" MIN. RSB3 WALL MOUNTED N HOT TUB R 334.5 LIGHTING; 50W MAX EACH(TYP 4) \,� �� ,�� UNDISTURBED GROUND I �- PROPOSED HOUSE 1Z TION PROPOSED (2) INFILTRATOR®EQUALIZER® 1662 SF FOOTPRINT Iz —'330 36 24"x100" UNITS INSTALLED IN STONE FF = 335.00E Z `�`�� PROPOSED (1) INFILTRATOR®EQUAUZER® SILT FENCE DETAIL UNDERNEATH PATIO FOR STORMWATER I0 G' 36 24"x100" UNIT �1STALLED IN STONE INFILTRATION, PROVIDE FLOOR DRAINS IN BASEMENT FLOOR = 325.50t h PATIO AND PIPE TO INFILTRATORS. 125 to - - _UNDERNEATH PATIO FOR STORMWATER NTS CFf OF STORAGE TO BE PROVIDED ID r IfRFILTRATION, PROVIDE FLOOR DRAIN IN PA1110 AND PIPE TO INFILTRATORS. 63 I CFI: OF STORAGE TO BE PROVIDED LAWN \ EL. 333.5 � // I�C PATIO DRAIN, TYPICAL w� / �X 3 3" PVC DRAIN_ PIPING TO ��� CHAMBERS AM, of NI r FINISHED PATIO (PAVERS) 8'-0" I (�3 L J -__ 30'FRONT SETBACK _ LAWN I a XIS11NG CONCRETE -__ EL. 333.5 i( FILTER FABRIC MIRAFI RETAINING WALL LAWN _ _ __ w ? PROPOSED 2 WIDE, 2 DEEP, SUITABLE GRANULAR BACKFILL - _ I_ I^ �% 140N OR EQUAL Jo STONE FILLED HOUSE EAVE l=1I!— -�' -- EL. 333.5 1 TRENCH; 75 LF TOTAL, 120 GRANULAR FILL CFI: VOLUME - _ p ICI—_ 1=II!-,I000_MEAN HIGH C] � _ _ o .� �(_ -i i!- INFILTRATOR CHAMBER, 1l-11I I-1!I=!!! I (_-:!!I!-!(1= !i 1=_j' 8 WIDE x 3 DEEP INFILTRATION EQUALIZER 36 OR EQUIVALENT _ =_i!I_!!! - - / " 1-1/2- -I _ T '7 - >c 13-) I=1 !-{I i- TRENCH WITH 3 4 -o c. i I - i _ �• �- � !-- =� CRUSHED STONE 16 !1{=1►1=!!1=1!I � � x ,� x r �� I-_- ! 54III III—!!I-.1 f f--1 I!-I i 1—.1 I -1 I h;I I,III_i,I-1 I i=.i i I—;(ICI��—I�,—f 11-1!I�_I I I- i!1=1 I!-1!1.I I i-1 11-=1I!=i!1=`•I I-�i I I�I i I�=f I I__- I!:_ N09°22'34"E 1' - - - - - � INFILTRATOR TRENCH SECTION°08'45"E 59.50' � NTS l HUT CY ROCKH U RST ROAD $. c e,f 78 9 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. SCALE: 1"=10' PROPOSED SITE PLAN & STORMWATER & EROSION CONTROL PLAN 3 PLANNING BOARD APPROV AL CONDITIONS 7/7/2006 2 RE-ISSUED TO PLANNING BOARD 5/5/2006 1 REDESIGNED & RE-ISSUED TO PLANNING BOARD 4/17/2006 0 ISSUED FOR APPROVAL 2/15/2006 No. Revisions Date SITE PLAN & STORMWATER & EROSION CONTROL PLAN prepared for Stephen Kirshon MAP R E F ERE N C E 84 Rockhurst PROPERTY LINES, BOUNDARY INFORMATION Town of Queensbury,Warren County,New York AND MEAN HIGH WATER LOCATION FROM Drawn: LWD Checked: GTH scope: 1"=10' Date: 11/9/05 ACTUAL FOUNDATION LOCATION" DATED MARCH 10, 2006, LAST REVISED MARCH 169 Haviland Road 24, 2006, PREPARED 13Y: ZAREH Queensbury, NY 12804 ALTOUNIAN, LLS, LOUDONVILLE, NY Hutchins Engineering (518) 745-0307 Phone 29131-01-tiS2 9 J (518) 745-0308 Fox