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2011-341
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: P20110341 Date Issued: Monday, August 20, 2012 i - This is to certify that work requested to be done as shown by Permit Number P20110341 has been completed.. Location: 59 1/2 FITZGERALD Rd. Tax Map Number: 523400-289-014-0001-007-000-0000 Owner: DOUGLAS HALL CHERRY Applicant: DOUGLAS HALL CHERRY '!;j This structure may be 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 Planning Board E; or Zoning Board of Appeals. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110341 Application Number: A20110341 Tax Map No: 523400-289-014-0001-007-000-0000 Permission is hereby granted to: DOUGLAS-HALL CHERRY For property located at: 59 1/2 FITZGERALD 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 the Queensbury.Zoning Ordinance. Tve of Construction Value Owner Address: DOUGLAS HALL CHERRY Fireplace MURIEL CHERRY Single Family Dwelling $325,000.00 1578 HADLEY HILL,Rd Total Value HADLEY,NY 12835-0000 $32s,000.00 Contractor or Builder's-Name/Address Electrical Inspection Agency Plans&Specifications 2011-341 1368 sq ft single family dwelling with 1 fireplace $273.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,August 19,2012 (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 w@ : uee ry• &y,August 19, 2011 SIGNED BY for the Town of Queensbury. Director of Building&Co KI nforcement. OFFICE USE ONLY :g C �V e ; TAX MAP NO. PERMIT NO. D - i - a +% o j � FEES: PERMIT_ RECREATION f 0 JUL 12 20 � ENGINEERING 0 y (� (If applicable) �- Oy1lNl1F_At�� NSBURY BUILDING &C615ES" PRINCIPAL STRUCTURE: 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: OWNER: ADDRESS: v ADDRESS: PHONE NOS. PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: Zd PHONE: LOCATION OF PROPERTY: zQ `r�,r�L a jl //10g4 Ze-?&/e �S � HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? �'YES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: lq as4 r ,,)%/ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z LU C1 PROJECT O �~ O 0 LL w - i LL _ 'J ate = Z Q Q e- f!� N U) 0 O LLL (L = �S SINGLE FAMILY / l eCJ t / -r . 7 (��j 6 V 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: �. fj® FUEL TYPE:_ HEAT TYPE:/ HOW MANY FIREPLACE(S):_jQ AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE?__ PROPOSED USE OF BUILDING OR ADDITION: . Pau 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? J10 ARE THERE EASEMENTS ON PROPERTY? 7(4 471 ��riL �rOLr-'mil � G� 0 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. have read and agree to the above..:. Signed xf, 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) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE ---------- ---------- QUESTIONS? CALL 761.8256 OR EMAIL codes(M-gueensburv.net. Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.aueensburv:net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Check Residential Plan Review, One&Two Family Dwellings Y/ /N/A 2 Full sets of plans Over 1,500 sq. ft.EStampecV Design Loads on PIMT9.r 90 Wind Floor Loads 40 psf (North of Rt. 149 60) 50 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: / Window Schedule With Glass Size Door Schedule/Main Entrance 367 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. JX4-Max. Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK Driveway Length Over 300'Tumaround Required Foundation Insulation to Basement Floor Dam roofin AlVate roofin Materials On Plans Foundation Drainage On Plans, if required 6"Dro in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where i Required Ice and Snow shield 24" Inside Exterior Wall/24" Inside Knee Walls Platforms at Exterior Doors irway Headroom 6'8' All Stairs 36"Width air Run and Rise inder Run and Rise Spiral Not Allowed From ToStory Smoke Detectors Battery Backup and Proper Location Interconnected- Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides Railinq and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. I/C_%'.fety Glazing Notes For Required Areas ara a Fire Separation ara a Floor Sloped ttic Access Roof over 30"-22"x 30"/Crawl Spaces 18"x 24"Access arbon.Monoxide Detector Outside Lowest-Sleeping Area, On Every Level& Interconnected Soil Test Results, if required Septic To Well or Water Line Separation All Paperwork Signed —�� Note On Plans About Energy Light Bulbs �� Blower Door Test Agency Paperwork i JUL 2'3 4&,ged 4/19/2 10 APPLICATION FOR FUEL BURNING APPLIANCES&-;,.CHIM�E .S. :Lc ivS13I RY - BUILD,IVC -CQ[�1=. Application is hereby made to the Building & Codes Office for the issuance of a Building bZP`,ermI pGr- Ua_ t to the New York State Fire Prevention & Building Code. .The applicant or owner agrees to comPly'with a I applicable laws, ordinances, regulations, andall.conditions that are part of these requirements and also will allow al i Spjct6ft,o got''Y premises to perform required_inspections. Rough Important Note To Applicant: -!n and Final Inspections Are Required: -5 , 5. . Owner:: Installer/Builder: Address: Address: 3 Phone Nos.- ''Phone Nos.: Location of Property: Subdivision Name: Location of Proposed Construction and/or Installation: iR fyt - �� �l -31 Gczagq Contact Person for Building &-Codes Compliance: Fuel Burning Applicance Wood . Coal Pellet Gas Oil Information Stove Fireplace Insert Fireplace,;factory built* Fireplace, Masonry Furnace, (Garage Only) If Factory Built,Please Provide: Manufacturer Name` ( G t�.Model No. S f Listed By. Number: Chimney Information BLOCK BRICK STONE Masonry"* Check One,/ TILE - STEEL SIZE IN INCHES Flue Check One ✓ DOUBLE WALL TRIPLE WALL INSULATED -DIRECT CHMNEY ENT LINER Chimney Material Check One✓ **If Non-Masonry, please provide: Manufacturer Name: - eel Model No. �s s ADDITIONAL NOTE: CONSTRUCTION / INSTALLATION MUST CONFORM,TO NYS FIRE PREVENTION,& BUILDING CODE AND/OR.MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS Town of Oueensbury*Community Development Office*742 Bay Road,- Queensbury NY 12804 r: Revised 4/14/2010 APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances,regulations,and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Important Note To Applicant. Rough-In and Final Inspections Are Required. � r Owner:: Installer/Builder: e � Address: 'Address: L � Phone Nos.: .Cf �c �-- Zone Nos.: 110 Location of Property: �� Cal Subdivision Name: Location of Proposed Construction and/or Installation: y i z,o � CM 4d�-aa 4;�ee,4A T Contact Person for Building &Codes Compliance: 6-yg.UA - r� Fuel Burning Applicance Wood :Coal Pellet Gas Oil Information Stove Fireplace Insert Fireplace,factory built* Fireplace, Masonry Furnace, (Garage Only) * If Factory Built, Please Provide: Manufacturer Name: T230 Model No. JD Listed By: Number: Chimney Information BLOCK BRICK STONE Masonry** Check One-/ TILE STEEL SIZE IN INCHES Flue Check One ✓ DOUBLE WALL TRIPLE WALL INSULATED. DIRECT CHMNEY VENT LINER Chimney Material Check One,/ ** If Non-Masonry, please provide: Manufacturer Name: Sdk,,k Model No. ADDITIONAL NOTE: CONSTRUCTION / INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO.' PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. r L OWNER: �Cc�S INSTALLER: ADDRESS: i /ADDRESS: 6t/� PHONE NOS. C(D—'Zd / /PHONE,NOS. alp �- ` LOCATION OF INSTALLATION: 1 Pr',/ 6 ' (o/- � �. - Pit Lame. Ll/u PG'GS INFOR A N: NO.OF COMPUTATION YEAR BUILT X = TOTAL DAILY FLOW BEDROOMS Gallons per bedroom GARBAGE GRINDE 1980 or older X 150 = INSTALLED? 1981-1991 X 130 = SPA OR HOT TUB 1992-present X 110 = INSTALLED?_010 PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE��—23 ✓ SOIL NATURE: SAND_ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCKIIMPERVIOUS MATERIAL: AT WHAT DEPTH?7 r ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any s is: t ft)— ✓ PERCOLATION TEST: RATE IS /Al PER MIINUTE PER INCH[mpij (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 oard approved subdivisi ) TANK SIZE: .�C�(�D GALLO (MIN.SIZE IS 1,000 G .)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: ❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ RNATIVE SYSTEM Bed or other type? KING TANK SYSTEM Total required capacity? O � Tank size? Number of tanks? (S� TrS Pnavj4C C>ti1 .D tj q Mc-~() NOTE: ALARM. SYSTEM AND ASSOCIATED ELECTRICAL WORK US BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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 Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Sewage Disposa Ordina ce. codes@gueensbury.net a VISIT OUR WEBSITE FOR MORE INFORMATION ig ture of P on Res sible Dat www.aueensbury.net Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pmDepart: e�9 am/pm Date Inspection request received: Inspector's Initials: �g 1 NAME: ��� PERMIT LOCATION: r DATE: 2.c-> L� TYPE OF STRUCTU 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 th ou h roof minimum 18 inches Roof Complete/Exterio Finish Complete Platform at all exterior d rs Handrail 4 or more rise Guards at stairs,decks, a ios more than 0 inches above grade Guard at stairwell at 34' c s or more Guard at deck,porches 6 Aches or morel Handrail Termination at Vent I Post or W II Interior/Exterior Railin 34 in es to 38 i ches Deck Bracing/Handica ed R Com 6 liant Grade awayfrom found tion 6 in hes with10 feet 6 inch clearance to sill late Gas Valve shut-off ex sed/re ul or 8 inches above grade Interior privacy/trim/d ors/main a tr nce 36 inches Bathroom/Kitchen wat rti ht Safety glazing/Windo in stairwells s4fety glazing Interior Smoke Detector /Carbon Mo ide Detectors Every level: Eery Bedroom Outside every bedroom rea: Inter Connected: Batteryb cku . Attic access 30 inches x 2 inches x AO inch s(height)in accessible area Crawl Spaces 18 inch x inch acc ss, 1 s ft.-150 s .ft.vents -- Bathroom Fans,if no win ow Plumbing fixtures Foundation insulation/Ins lation C rtification/ ticker on Panel Floor truss,draft stopping nished asement 1,dP0 s .ft. Emergency egress below drade Gas Furnace shut-off withi 30 fe t or within line 4f site Li: Oil Furnace shut-off at entr nce t6 furnace area 6_ Furnace/Hot Water Heater dperafing Low water shut-off boiler Relief Valves installed/He t T a /Water Temp 11 Enclosed Stairs Sheetrock Uhid4rside minimum'/"Gyhsum Basement stairs closed rise>j inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical 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 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 VISION Engineering CIVIL• STRUCTURAL • MUNICIPAL• ENVIRONMENTAL 71177iw' August 17, 2012 l l '�" Y Building & Codes Department 2012 Town of Queensbury U 742 Bay Road ._ . Queensbury,, NY 12804 �� i�`�: 5 _,. 1�`✓ �'�r RE: Doug Cherry Property FitzGerald Road, Glen Lake VISION Engineering previously designed the site plans, single family dwelling, and onsite sewage system recently constructed at the above location. This letter shall serve as certification that based upon information obtained from inspections and the Contractor all portions of work designed by our office appear to be installed in general conformance with the approved plans and specifications. In additional we have performed a final site visit.to make observation of the site and to confirm measurements of the installed. holding tank system components. The site appears to be adequately stabilized and all planned site work appears to be generally completed to the satisfaction of our office. It is my understanding the Contractor has submitted measured locations of the subsurface pump chamber, holding tank, and sewer pipe network located in the front yard to your office. We confirmed such measurements upon installation, which generally comply with plans and specifications with exception of the added exterior pump chamber. Prior to installation of the pump chamber our office assisted in locating the pump chamber and confirmed it would be acceptable to be installed prior to and adjacent to the holding tank. I expect this letter, in. addition to the field measurements submitted to your office, will satisfy your records as necessary for the CO. Thank you and please do not hesitate to contact me if you have any questions or require additional information. Respectfully, Daniel W..,Ryan, P.E. VISION Engineering, LLC 16 Pearl Street•Suite 200•Glens Falls, NY•12801 •P:518.792.9264•F: 518.792.9282 www.visionengineering.orgo : Queensbury Building & Code Enforcement - Resid'ntial Final Inspection i Office No. (518) 761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: Al NAME: V PERMIT LOCATION: z r' . DATE: TYPE OF STRUCTURE: Comments: Yes o 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 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 �•IZ'�-��v -� )nTe-floyKderior Railings 34 inches to 38 inches Bracin /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 lain q Interior Smoke Dg ors/Carbon Monoxid�etectors Every level: ✓ Every Bed ro m: Outside every bedroom pea: / Inter Connected: Battery backu : �J Attic access 30 inches x 22 inches x 30 inches(height)in accessible area of Crawl Spaces 18 inch x 24 inch access, 1 s .ft:150 s .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 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 Valves installed/Heat Trap/Water Temp 110 9 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum 6�� Basement stairs closed rise>4 inches Garage Floor Pitched t Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure i r- 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 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forrns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12122/10,Revised 04/13/11 f Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart:/()!20am/pm Date.Inspection request received: Inspector's Initials: qq NAME: PERMIT#: 0 L I,-34 1 LOCATION: 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 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 s .ft.-1 50 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel 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 7 t Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched C Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bondin 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 LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ( NAME: LOCATION: PERMIT#: 265711 — �4 Final Survey Plot Plan AwDroved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: viv vWW LV.- �A-k L:\.SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc (A esga Queensbury Building & Code Enforcement - Residential Fal Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: 1�'2jZ)am/pm Date Inspection request received: Inspector's Initials: NAME: or(—Lk/ PERMIT#: LOCATION: S r`I` DATE: TYPE OF STRUCTURE: S t-s Comments: Yes No NIA 4" BuildingNumber Address visible from road Chimney Height/"B"Vent/Direct Vent Location _Z; Fresh Air Intake %i 3 inch Plumbing Vent through roof minimum 18 inches Qj�r Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches abovegrade— Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more �t Handrail Termination at Newell Post or Wall c3 �.� �...,• 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/Wi0dow in stairwells safety I in Interior Smoke D ectors/Carbon noAd Detectors Every level: V Every.Bedro -� Outside every bedroom ar a: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area 1} �L`T� Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-1 50 s .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 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsurn Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving LI ht Bulbs 50% Final SurveV 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 10 Temporary/Permanent LABuilding&Codes FormslBuilding&Codesllnspection Fonns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12122/10,Revised 04/13/11 6'rt Rou h Plumbing / Insulation Ins ecio*e P Office No. (518) 761-8256 Dane Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm art: k am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: (3 q1 LOCATION: ' z INSPECT ON. TYPE OF STRUCTURE: _. = Y N NIA Rough Plumbing/.Nail Plates Plumbing Vent[Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for'15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed Properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Ins a&ion4eport Office No. (518)761-8256 Date Inspection request received: 6-1 �>--1 Queensbury Building &Code Enforcement Arrive: 10a-6 am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 128.04 Inspector's Initials: NAME: r PERMIT#: CJ�3_.�l 1 , LOCATION: 5 9 INSPECT ON: 5- ! g -1 a TYPE OF STRUCTURE: S \j Y N NIA Rou h Plumbin /Nail Plates V- Plumbing Vent/Vents in Place \�, t 1 %inch minimum Drain Size ZF Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping I/ Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation ReporLrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Ins action req s r cei d: 1 D Queensbury Building&Code Enforcement Arrive: = ]Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: P T LOCATION: PECT ON: S If-1 a TYPE OF STRUCTURE: conimeek Y N NA Sd`a�Lt.6's z Footings Piers Monolithic Slab Reinforcement in Place The contractor:is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproof ng 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 12/20/2005 9:24:00 AM -1 16 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/pm Depart: / 1� p��am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: L�'�'r NAME: --bouq PERMIT#: /-3 LOCATION: INSPECT ON: 6 /-A TYPE OF STRUCTURE: S Y COMMENTS: Frami00 Attic Access 22"x 30' minimum Jack Studs/Headers Bracing/Bridging ` Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing -77 — Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D name each aide Draft stopping 1,000 sq.it floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from.wall Fire separation 1, 2, 3 hour Fire wall.2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceifing1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LMuilding&Codes Forms-0LDeuilding&CodesUspection FoansiFrarning FiratoWng Inspection Report.doc Revised January 7,20M Septic Inspection Report Office No. (518)761-8256 Date Inspection u ed: Queensbury Building&Code Enforcement Arrive: am m De % amlpm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 1�1 NAME: C F E IT NO.: I I—`�4 f LOCATION: I — RQ PECT ON: Z—11�—I Z RECHECK: Comments and/or diagram Soil T oam Type of Water: Municipal kWell Water Waterline se aration distance Well separation distance Other wells: Well Casing Length 50'+/- Y N N[A 150'to well required If NO Absorption Field: Total length Length of each trench ft. Depth of trenches ft. V\ ')o l___ ELECD��C_ Size of Stone Seepage Pits: Number EO Size: x _ Stone Size: Piping Size Type Building to tank 411 Tank to Di Distribution Box to Field Pit Opening Sealed: N ,In( ` End Cap _Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y _N [provide extension collar if Yes Y N Location I Separations Foundation to tank ft. Foundation to absoMen #;r- Separation of Pits Conforms as per Plot Plan Y Engineer Report and As-Built _Y N ETU Maintenance Contract Y_ N provided Location of System on Property: Front Rear Left Side Right Side Middle iddle Rear stem Use S tus: G��1 Approved �' `f �. Partial Approved and needs to be re-Inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Buiiding Codes Forms\Inspection Forms\Septic Inspection ReporL03 2910.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart• ,.jL, am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: y NAME:,', V P�r PE T#: LOCATION: SPECT ON: a t TYPE OF STRUCTURE: Comm n Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing wet areas under slab Backfill Approv Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior :R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspecdon Forms\Foundaiion Inspection iteport.doc Last printed 12/20/2005 9:24:00 AM el Foundation Inspection Report- Office No.(518)761-8256 Date Inspection request'received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 1�pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ' l NAME: f - A PERMIT#: y . LOCATION: / INSPECT ON: 1zr TYPE OF STRUCTURE: Comm n 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 e aterials for this o on site. 2 Foundation/Wallpour Reinforcement in Place ! _ Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding A Codes Fonms\Building&Codes\Inspection-Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ort Foundation Inspection Rep Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Dep . pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: a NAME: I ` ERMIT#: LOCATION: / INSPECT ON: 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. tton/ our � 001 r Reinforcement in lace I's L(p f CX._- s or Keyway in place4 Foundation Dampproofing Foundation Waterproofing ��' `Z✓ 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. i L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart• am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: PERMIT#: LOCATION: J i I INSPECT ON: TYPE OF STRUCTURE: 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 01 Reinforcement in Place �� f ' Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1� 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$. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM t w tl 1, U i 2012 1 U` .,,. NgE �¢S L:!- arnwa �1 e l III IL i ELEVATION C ( PROPOSED HOUSE J DJRR I..IL'IVED FOR DOUGLAS CHEP\RY :Y ROAD CAD[FS PAY C'AYF.•.'[Y�R'AT xla1o„v TCI.�I:1x: 73,•,��x�,,; GLEN LAKE, GLEN FALLS iloafn�l(IILa�.a - � , [.�Y• Z;IN�:; UPSTATE NEW YORK 'JNAL SEEN:NIO]-2.AHi:R'II'1'Ei'7�ti[taL'1'L'C:['INOU:Y�3IST k ONNIZ-113F_li STi2b.7 sGalc' 1./5 VIEW C 36' S. Ya 37' EXTERNAL WALL 0 IN20 STUDS WITHEl INCH T&G TERNAL PANELING EXTERNAL CLADDING 4' q, CONCRETE STEP 3'-6' 12" 2x2" BATTEN �'----r�+-{ MOISTURE BARRIER , TO EXIST ^� x4' THIS POINTr TO ENTRANCE --� :7 - -- % b F.S. STACK 8" BOXING -_ _--- -- `•., � I � I _--_-_-- VIEW B 79 TO HOUSE r_pH7g 15 14 13 12 111 10 i 9 I '_• i —=_.—._.. ��- F.S. STACK- --•-- ._.... ._._.__ -_---- , F 0 cof INTERNAL WALL 2x4' STUDS WITH J 4x4' MASONRY 40", j §INCH T&C PANELING I BEHIND WOOD j BURNING STOVE , 44" GALVANISED ; STEEL COLUMN TAKE i j I I I i I -- i I ---1- - ---- - 71 p ......__- _ DECKING 9 j _ ---- -- ---- ----....._-- -_ -------------- j _----- 4x4'TIMBER OR --------- -- -- !; GALVANISED _.----—- O U STEEL iti LL -- --- - MNS B TIMBER BEAR ER- .. 4x4' GALVANISED -STEEL COLUMNS 10 T DIRT{LIT'FV r D Y'RCIAD CAMPS BAY CAI'F'.fOWN � J220119 TFS.!FAX:0214335*76 I EN INEL.M 1 ST FLOOR PLAN .TiNGINT;P.P.11V13 � )N:A1.SE'MOK AliCI31TF:i T'IIkALTL:CHTIOT CC85T NI VIEW A TD•1PIETZ 9111.6i) i ' - ILi 1 OL 8'"a �Q I (CX,4 er m.4 r,�:_R1� J'p '! I iII � D-- - 1-c---- . !Ii I I _-qxq posTj tiG IiIII ti i 'IiI!iI I � I! TOUILD- WN OF QUEENSBURY TNGDEFART .Based on our limited aTI li �niio witi our comne omulitlnce 1 e nts sea not belconstrea digthe i cifications are in anis,znd-se NGWy0 e W"' theutding Codes of fu Gonplian rc State _ OlV ,®FCUELNSBIR'oS R� eW@Y BUILDIN GRA ®ate LLBE R ! T I -_- IL -' -- fI ! _ .-. -..: - - - - - - P14._ JIS i I I i � { i I REScheck Software Version 4.4.1 Compliance CertificateCNJ( F E��� �P P �" � RYA 0� K ' F Project Title: Doug Cherry w I _.. Energy Code: 2010 New York Energy Conservation Construction Code 0) L; Location: Warren County, New York N Construction Type: Detached 1 or 2 Family OA o 079� Glazing Area Percentage: 17% SRO, ES 1;" iP1 Heating Degree Days: 7635 _-- -� Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: FitzGerald Road Bryan Bartow VISION Engineering,LLC Queensbury,NY 12804 16 Pearl Street Glens Falls,NY 12801 518-792-9264 Compliance:Passes using UA trade-off Compliance:2.2%Better Than Code Maximum UA:272 Your UA:266 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or !+•• Perimeter 1.11-Factor Ceiling 1:Flat Ceiling or Scissor Truss 300 38.0 0.0 9 Ceiling 2:Cathedral Ceiling(no attic) 330 30.0 0.0 11 Wall 1 1st Floor:Wood Frame, 16"o.c. 840 13.0 8.0 31 Window 1:Wood Frame:Double Pane with Low-E 113 0.250 28 Door 1 9-lite:Solid 18 0.300 5 Door 2 French:Glass 67 0.320 21 Wall 2 2nd Floor:Wood Frame, 16"o.c. 765 13.0 8.0 33 Window 2:Wood Frame:Double Pane with Low-E 84 0.250 21 Wall 3 Bsmnt Studs:Wood Frame, 16"D.C. 368 13.0 8.0 14 Window 3:Wood Frame:Double Pane with Low-E 42 0.250 11 Door 3 French:Glass 34 0.320 11 Basement Wall 1 Bsmnt Conc:Solid Concrete or Masonry 552 13.0 0.0 35 Wall height:8.0' Depth below grade:6.0' Insulation depth:8.0' Basement Wall 2 FF Conc:Solid Concrete or Masonry 152 13.0 0.0 11 Wall height:4.0', Depth below grade:3.0' Insulation depth:4.0' Floor 1:Slab-On-Grade:Unheated 36 10.0 25 Insulation depth:4.0' :.Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to com y with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature 0Date Project Notes: Calculations based upon Pella Designer Series windows with triple pane 5/8"IG with Low E Project Title: Doug Cherry Report date: 07/11/11 Data filename: C:\Documents and Settings\VISION Engineering\Desktop\435Cherry.rck Page 1 of 4 CREScheck Software Version 4.4.1 NJ( Inspection checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1 1 st Floor:Wood Frame, 16"o.c.,R-13.0 cavity+R-8.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall 2 2nd Floor:Wood Frame, 16"o.c.,R-13.0 cavity+R-8.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall 3 Bsmnt Studs:Wood Frame, 16"o.c.,R-13.0 cavity+R-8.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Basement Walls: ❑ Basement Wall 1 Bsmnt Conc:Solid Concrete or Masonry,8.0'ht/6.0'bg/8.0'insul,R-13.0 cavity insulation Comments: ❑ Basement Wall 2 FF Conc:Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E, U-factor:0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E, U-factor:0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E, U-factor:0.250 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1 9-lite:Solid,U-factor:0.300 Comments: This door is exempt from the U-factor requirement. ❑ Door 2 French:Glass,U-factor:0.320 Comments: ❑ Door 3 French:Glass,U-factor:0.320 Project Title: Doug Cherry Report date: 07/11/11 Data filename:C:\Documents and Settings\VISION Engineering\Desktop\435Cherry.rck Page 2 of 4 Comments: Floors: ❑ Floor 1:Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Doug Cherry Report date: 07/11/11 Data filename: C:\Documents and Settings\VISION Engineering\Desktop\435Cherry.rck Page 3 of 4 Project Title: Doug Cherry Report date: 07/11/11 Data filename: C:\Documents and Settings\VISION Engineering\Desktop\435Cherry.rck Page 4 of 4 VAN Engineering CIVIL • STRUCTURAL • MUNICIPAL • ENVIRONMENTAL October 27, 201.1 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attn: Dave Hatin Building and Codes Department RE: Doug Cherry Site and Building Updates Fitzgerald Road, Glen Lake As you know VISION Engineering represents Mr. Cherry in the above referenced matter. Attached you will find a copy of revised project drawings related to final site coordination and miscellaneous modifications contemplated by the Owner. Previously a building permit was issued for this project and the site has been partially excavated in preparations for the foundation installation for the single.family dwelling. In laying out the site and the project surveyor providing field verified. grades and building locations and elevations, it was determined that in. order to .safely construct the -house and to .substantially conform to the site. plan approval and code requirements minor changes to the design were necessary. Attached you will find revised plans with modifications designated for your convenience. In essence two changes are proposed; 1. The building location will be slightly, different from the original planned location (although still meets all required building/property line setbacks). This change is being propagated by construction safety, ensuring setbacks are met, the required clear distance to the existing power lines, and actual existing grades being slightly different from the topographic data provided during design. 2. The lower retaining wall'in the original plan would be relocated closer to the building: This would provide for less impact on the site, allow easier and. safer construction, provides substantial cost savings, and allows the retaining wall to be constructed integral with the building foundation (access to the lower level will be very limited and difficult due to steep slopes once-building is constructed)., Because the site is excavated and exposed steep slopes exist we respectfully-request an expedited review of the revised documentation. We also request. that the permit be updated to reflect these changes and include the revised attached plans. Please do not hesitate to contact me if you have any questions.or require.any additional information. Si cer y, Danie . Ryan, P.E. 16 Pearl Street•Suite 200•Glens Falls, NY• 12801 •P:518.792.9264•F: 518.792.9282 www.visionengineering.org VISION Engineering CIVIL • STRUCTURAL • MUNICIPAL• ENVIRONMENTAL December 12, 2011 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attn: Dave Hatin Building & Codes Department RE: Doug Cherry Project FitzGerald Road, Glen Lake As you know we represent the above Owner regarding his single family dwelling recently constructed on Glen Lake. This letter shall serve as final certification that the project, including the dwelling and site, has been constructed in general conformance with approved plans and specifications. Also it should be noted that several minor modifications to the structure were reviewed with the Contractor and approved by our office during construction. It is my understanding these items were also discussed and reviewed with your building inspectors at that time. I expect the above information and certification meets your needs in order to issue a final.Certificate of Occupancy for the.project. Please do not hesitate :to contact our office if you.have any questions 'or. require additional information. Sincerely, ENG'LNEERS STAMP:, p` Daniel W. Ryan, P.E. �� r VISION Engineering, LLC �� v3 KAI va 4 q �r3Q, 16 Pearl Street•Suite 200•Glens Falls, NY•12801 •P: 518.792.9264•F: 518.792.9282 www.visionengineering.org 0 2 XJY/1f61)[ (Q LaLLI z r 3 ¢ I-- a Cf Z W p 0- �U �p O 0W ro (o nj Z ti W a o �Z li ujj W 0 Q W a X0 � 0]W� Q 'O �/ � ll z rn � Qom , A w LLJ� � 00 F� Ico t 9 Z �a I �k� M. O CL ��coi u' U U �' o z p O Y n ;E <= o � ., oan ��� /� a �i a o i o J / �`' 4Z'Z� 31 ` Q W F Z W '�i V� J_ }r p3j �WQ O O Q O = Z cI z (/) � m C.1, a 00 LL.0 z `IJ v 0 W 1 / a a Q Z of w�,)� 0/ 2 coN A O (Z �`� V ' V 1 co N O p LLIf� ,000,016 ry�N Z rJ ca. 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ADJOINING PROPERTY OWNERS TAX MAP NUMBER LOCATION OWNER 1/0WNIIER 2 ADDRESS, CITY & STAtE ZIP SITE 289.18-1-28 28 FITZGERALD ROAD ROBERT MURTHA 28 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.18-1-25 35 FITZGERALD ROAD DAVID JARVIS 35 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.18-1-26 45 FITZGERALD ROAD MARGARET KANE 45 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.14-1=1 49 FITZGERALD ROAD DOUGLAS PETROSKI 49 FITZGERALD ROAD, QUEENSBURY, NY 12804 289,14-1-2 51 FITZGERALD ROAD GORDON DINEEN 51 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.14-1-3 53 FITZGERALD ROAD DOUGLAS PETROSKI 49 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.14-1-4 57 FITZGERALD ROAD MARTIN KALIN REVOCABLE TRUST 6960 LIONS HEAD LN, BOCA RATON, FL 33496 289.14-1-6 59 FITZGERALD ROAD MARION PAUL BROOME 163 SEAWALLS POINT ROAD, SEAWALLS, FL 34996 FITZGERALD ROAD 289.14-1-8 61 FITZGERALD ROAD CLAUDIA GERSTEN 61 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.14-1-9 65 FITZGERALD ROAD ROBERT NEWTON JR. 217 MAIN STREET, SOUTH GLENS FALLS, 12803 289.14-1-30.1 74 FITZGERALD ROAD MICHAEL O'CONNER II 74 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.14-1.10 75 FITZGERALD ROAD JOHN GILL 75 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.14-1-21 84 FITZGERALD ROAD PARTRICK J ROWLEY 84 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.14-1-21 85 FITZGERALD ROAD JOHN W GARDNER 528 HIDDEN RIVER AVE, PALM CITY, FL 34990 289.14-1-30.2 3 POINEER POINT MICHAEL O'CONNER 74 FITZGERALD ROAD, QUEENSBURY, NY 12804 289.14-1-12 5 POINEER POINT JOHN J INGLESTON PO BOX 4522, QUEENSBURY, NY 12804 QUEE 289.14-1-13 9 POINEER POINT MARGLOIS MOYNIHAN 18 BUENA VISTA AVENUE, QUEENSBURY, NY 12804 289.14-1-14 11 POINEER POINT ELIZABETH LITTLE 11 POINEER POINT, QUEENSBURY, NY 12804 289.15-1-34.45 SURREY FIELD DRIVE SURREY FIELD HOMEOWNERS PO BOX 4273, QUEENSBURY, NY 12804 PROJECT INFORMATION UTILITY PROVIDERS OWNER/APPLICANT: DOUGLAS H. CHERRY HIGHWAY TOWN OF QUEENSBURY MURIEL CHERRY HIGHWAY DEPARTMENT 1578 HADLEY HILL ROAD 742 BAY ROAD HADLEY, NY QUEENSBURY, NY 12804 289.14-1-7 (518) 761-8211 PARCEL ZONING: WR - WATERFRONT RESIDENTIAL CONTACT: MIKE TRAVIS ELECTRIC NATIONAL GRID YARD REQUIREMENTS: REQUIRED PROPOSED 20 HILL STREET FRONT: 30 FT 80 FT GLOVERSVILLE, NY 12078 REAR: N/A N/A (518) 433-3302 SIDE (ONE): 20 FT MIN 20 FT CONTACT: CHRIS DION SIDE (BOTH): 20 FT MIN 07 FT TELEPHONE VERIZON SHORELINE: 50 FT 140 FT 1770 CENTRAL AVE. LOT STATISTICS: REQUIRED PROPOSED A 12205 (5118)8) 46 4-2539 LOT SIZE: 1 AC EXISTING 0.54 AC CONTACT: MAUREEN O'BRIEN LOT WIDTH: 150 FT EXISTING 125 FT CABLE TIME WARNER CABLE LOT COVERAGE: 25% MAX 20.4% 20 CENTURY HILL DR. BUILDING HEIGHT: 28 FT MAX 27'-10 13/32" LATHAM, NY 12110 % PERMEABLE: 75% MIN 79.6 % (518) 640-8417 PARKING 2 SPACES 2 SPACES CONTACT: KEVIN BARTLETT Town of Queensbury Planning Board RESOLUTION TO APPROVE SITE PLAN 5-2011 DOUGLAS & MURIEL CHERRY A site plan application has been made to the Oueensbury Planning Board for the following: Applicant proposes construction of a 1,368 sqa ft. Seasonal single family dwelling. Construction on or within 50 feet of slopes equal to or greater than 15% requires Planning Board review and approval; and si A public hearing was advertised and held on 3/24/2011; and This application is supported with all documentation, public comment and application material in the file of record; MOTION TO APPROVE SITE PLAN NO. 5-2011 DOUGLAS & MURIEL CHERRY., Introduced by Gretchen Steffan who moved for its adoption, seconded by Stephen Traver: According to the resolution prepared by Staff. 1) Pursuant to relevant sections of the Town of Queensbury Zoning Code [Chapter 179-9-080]], the Planning Board has determined that this proposal complies with the requirements as stated in the Zoning Code; and 2) Type II-ho further SEQRA review is necessary; and 3) Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; and 4) As -built plans to certify that the site plan is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy; and 5) The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, approval, permitting and inspection; and 6) Waiver "requests granted: landscaping, lighting plans & stormwater; and 7) The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff; and 8) Engineering sign -off required prior to signature of Zoning Administrator; and 9) If curb cuts are being added or changed a driveway permit is required. A building permit will not be itsued until the approved driveway permit has been provided to the Planning Office; and 10) This is approved with the following conditions: a) That the natural shoreline buffer will remain undisturbed. b) That the compacted surfaces proposed for re -vegetation should be scarified to a depth of 12 inches in order to promote growth. Please place on Page C-3 or Detail Page C-5. c) That it's imperative that stabilization of all disturbed areas be accomplished as soon as practicable. d) That the applicant will obtain a Town Engineering signoff. Duly adopted this 24th day of March 2011, by the following vote: AYES: Mr. Magowan, Mrs. Steffan, Mr. Traver, Mr. Hunsinger NOES: NONE ABSENT: Mr. Schonewolf, Mr. Ford, Mr. Sipp cc: Vision Engineering PLAN FOR DOU G CHERRY GLEN LAKE SBURY, NEWYORK 12804 ADJOINING PROPERTY AND PARCEL MAP SCALE: NTS THIS SITE PLAN WAS PREPARED FROM AN ACTUAL SURVEY UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER AND LAND SURVEYOR AND IS IN GENERAL COMPLIANCE WITH THE ZONING ORDINANCE OF THE TOWN OF QUEENSBURY. XCIEETM !� MAR z ;i 2011 RESOLUTION APYItOVIN(;.7AN1'I'_ RY' SjE.WAGL DISPOSAL V.-iRIANCE. FOR 1))1:(,' AND DRILL CHKRRY RE'SO) TJQN NO,: BOO 7, 2011 INTRODUCED RY; Mr.31uhn Strnugh W'110 MOVED iTS Ai OPTTON SE('(1NDrO BY: Mr. Aethulny Yfciivi0r %14FREA4, T]oug and Motici C kcrn• rapplial Ni the Local Tianrv9 cif Hcallb fir v vrariancu kom C' kpILr 116, 3136-1 1. which mgwi-vs aMIk inI% to ubSrain it variaaaxc: her holding wanks rind the applicants Wish io in.4all a.1,f100 gallon ltul3inc Came k: lieu ul-a xeptie tdr% Wild Placid 1i0i q°grr1 Can jxopnu lira cd ad N. Firi,vrnald Roail, C11rn l aikr. i:t Cie Tnw7i nl Quren4*n-y, and W11 ARAS. Llar Tnnin Clem', orrice puhlWied the NoLice nl'Puhlic I Icaring ua thr Tam•ri -. ol;iciul a,ewslual,r arxt the I.nL!ul Board al ?Iealah conducted a public heorUln, ca;lcefirne- the Va hUlCe RL11.1est ura hlolulaY, Mkilch 21 ", 20,'1, and WHFRF:A{, Ihr Tn\vn 0vik'r Ofli= liw a viyrd lhau it 00V :wlilicd all pn,prrly otvncrs within] 5f10 I�et ad•I:ae auf+jcctprupckv. Vpl�', TtiEJt1~tL1Ith.13E.1I RF.SOTAFETI, Lhat 1. cius: I - i1v nttrutc of the vrariancc, aw I' as rl T3oani of 11ca Ib buts thttl LI-r. vratancc Mil I not lx: mwcaa1LE- dc(rimua[al to the pinposcs and obicaivcs ortiais Ordiamicc or other M10111h)r, propelsl cs no I- otlleru'i0 eontl Ica A-111h tha ptlrlasa and Oblactives Of an; '1'mmi. pran or 1x)li:;y: and ZONING LEGEND_ WR (WATERFRONT RESIDENTIAL) RR-3A (RURAL RESIDENTIAL 3 ACRE) MDR (MODIFIED DENSITY RESIDENTIAL) DRAWING LIST 3. the Local 1Mzd of 1le<.Lth hinds that the grarhig*= of ft voriarcc is rimcmary for &x ray sonahle tics oi' the kvid yid is the minimum rariancc % iclt �rould a leviale the specific wills sax• hardship touttd by the Local Sowd of Health to affim die applicat3s; and PFs JT FC;RTWER R[iSOLVI7.D, Thai the [AK;:_1 Miand of [lrulth hrtehy :aClrn)ves. Linn tiijAieutiun ui INFue utrcl Nlurial L:hem-' liw d xariuuce iMin tha Se%%&L:a INtIxisd Ordinance uo WOW instnlIatiaxn 01-a :jft �el!oa holdin8 Lank in lieu 10' a septic tank amid al timrplion synLem on pmperlk'located e. N. Fitzperald Ruud. ( ilen I ake, !FL tl:e To%;n oi'Quwn.lxap oearini •Pax .Map No.: 299.14-1 7. Duty adopted this 11"1 dart. of.'t•9arGt. 2011r 1,y rae totlow•inn, vote: AYES : 1tr. 5tttitt; a, Air. Hat ►gym:, [fir. Stec; 4ir. �icricicr :1L1Sfvly'1':Adr. A4untea! I. ks,eAJl. D'B;Iea, Oglulykare Cle•t ,f lhu 'v: • „I nr.i -:1 alie,l4r..,, c.v.., r'•:•+Lark, dokerdbyCert-fytn]t"m:.etnm-�r;: r.•dl.ayinCK.f,r.,; 0ngins1 resolatial as Ileidd r 1 painli2oew0 ;idpn.t1 .s r lie. C1ee;r:.cha IL irir. M'?g r'rSE • I ��(I 1. ri,; lulsar ns Iflerel<anmt.[thdKrabe:,liraHhEredf r•,:Ip r'' 'il St!rEH[bF, fier ose[r �tI�l"O�drrdiNSEALofuiurw; n; l.: rest: ry hike d' of %' 1(! G•f"1 .23 i SEAL llOr91 'L l+ren fkFrdyTown Clerk 1dl n of poeenooury NUMBER TITLE C-1 COVER SHEET C-2 EXISTING CONDITIONS PLAN C-3 PROPOSED SITE PLAN C-4 UTILITY SYSTEM DETAILS C-5 SITE DETAILS SITE LOCATION MAP SCALE: NTS NEIGHBORS WATER SUPPLY �5 FROM LADE Q� EXISTING ELL , i APPROXIMATE LOCATION OF EXISTING SEPTIC SYSTEM EXISTING AREA WATER AND SEWAGE PLAN SCALE'. NTS .1 TREELINE c'QJ UTILITY POLE - - - - WETLAND BOUNDARY FENCE WETLAND BUFFER 'PROPERTY LINE - SOILS BOUNDARY �cy HYDRANT LIMITS OF DISTURBANCE SIGN - SF -SILT FENCE ® WATER VALVE _._._._._._ PROPOSED SWALE - _ - - - SETBACK LINE RIP RAP EXISTING UNDERGROUND ELECTRIC LINE UE PROPOSED UNDERGROUND ELECTRIC LINE UE EXISTING OVERHEAD ELECTRIC LINE OE PROPOSED OVERHEAD ELECTRIC LINE OE ST EXISTING STORM SEWER LINE ST PROPOSED STORM SEWER LINE ss EXISTING SANITARY SEWER LINE SS PROPOSED SANITARY SEWER LINE EXISTING WATER LINE w PROPOSED WATER LINE v c EXISTING GAS LINE -1� EXISTING CONTOUR LINE " v FINISHED GRADE CONTOUR x 95.7' EXISTING SPOT ELEVATION + 95.7' PROPOSED SPOT ELEVATION G WELL * PT# PERC TEST LOCATION *TH# TEST HOLE LOCATION TREE - CONIFER Alf N TREE - DECIDUOUS ' SMALL TREE - JUNIPER/ARBORVIT SHRUB icaElOr. 0 2011 `! PROPOSED GAS LINE I I Zoning Administratcr TOV,,N OF QUEENSBURY REQUIRED PERMITS AND APPROVALS TOWN OF QUEENSBURY APPROVALS APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, N.Y. CHAIRMAN SIGNATURE PLANNING BOARD J1 AUG 10 2011 P Ie..tii •H' O Y 1. SITE PLAN REVIEW, TOWN OF QUEENSBURY 2. TOWN OF QUEENSBURY LOCAL BOARD PLANNING BOARD, DUE TO CONSTRUCTION OF HEALTH SEWAGE DISPOSAL ON OR WITHIN 50 FEET OF SLOPES OF 15% VARIANCE DUE TO PROPOSED HOLDING OR GREATER. (APPROVED 3/24/2011) TANK (APPROVED 3/21 /2011) N NI W Z W W a W r ■I to Z0 N 00 It 00 M tb F- 0 04 Z 00 ti _S Ci Cl) 6 S CO ILL a O X C40 > U d Ii ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK CALL BEFORL YOU DIG WAIT THE REQUIRED TIME CONFIRM UTILITY RESPONSE RESPECT THE MARKERS DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-500-962-7962 BEFORE YOU DIG. VISIT www.doafelynewyork.com FOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ENGINEERS STAMP: IF AMP kk SI1aNA,TURE ON THI DK4 0 T MOT IEQ bUPLICAT&,OF THNDOE R1GI b. IG ARE NOT IN BLUE MAY BE AN ILLEGAL 1.IdU . EMENT$ TURE SHOULD NOT BE CONSTRUCTION. DANIEL W. RYAN, P.E. - LICENSE # NYS 079060 REVISIONS. 6 5 4 ISSUED FOR CONST. 5/25/11 3 TOWN APPROVAL 4/17/2011 2 TOWN SUBMISSION 2/15/2011 1 TOWN SUBMISSION 12/15/2010 CALE: AS NOTED DATE. 10/15/10 DRAWN BY: VISION PROJECT: DOUG CHERRY GLEN LAKE, QBY DRAWING TITLE COVER SHEET DRAWING NO. DWG C=1 OF 5 J J z w w z z w z 0 y m Z z w Z z 0 z _� w �F W= 0� O� rr a a. U w � J _ CF; oC wI a •o, 0 aLJ °> � a J = O rn®Z Z� aLLJ c7 =0 F U /- GLEN LAKE / / 440 P!�51vl 0-�/ 00,450 b 00 / / /- / 440 450 / 460 LANDS N/F OF BROOME 460 // LANDS N/F OF GERSTEN EXISTING GRAVEL PARKING AREA / EXISTING GRAVEL DRIVEWAY WITH EASEMENT FOR NEIGHBORING / / PROPERTY 490 LOT AREA 0-54± AC0 �-- / v" / / / o 500 / / O -/ SOIL TEST DATA: PERCOLATION TESTING: PT #1 STABILIZED RATE 6 MIN 40 SEC PER INCH PT #2 STABILIZED RATE 5 MIN 20 SEC PER INCH COMPLETED ON: AUGUST 26, 2010 BY: VISION ENGINEERING, LLC PT #3 STABILIZED RATE 4 MIN 35 SEC PER INCH COMPLETED ON: NOVEM13ER 30, 2010 BY: VISION ENGINEERING, LLC AND WITNESSED BY THE TOWN OF QUEENSBURY ENGINEER DEEP TEST HOLES: DEPTH: TYPE: TH #1 0-6" TOPSOIL 6-42" YLW BRN LOAMY FINE SAND, TRACE GRAVEL 42-85" PALE BRN MED SAND AND GRAVEL, COBBLES TO 6 IN NO GROUNDWATER OBSERVED IN TEST HOLE NO MOTTLING OBSERVED IN TEST HOLE NO IMPERVIOUS OR BEDROCK OBSERVED IN TEST HOLE COMPLETED ON 9/14/2010 BY VISION ENGINEERING TH #2 0-8" TOPSOIL 8-48" YLW BRN LOAMY FINE SAND, TRACE GRAVEL 48-75" PALE BRN MED SAND AND GRAVEL, COBBLES TO 8 IN NO GROUNDWATER OBSERVED IN TEST HOLE NO MOTTLING OBSERVED IN TEST HOLE NO IMPERVIOUS OR BEDROCK OBSERVED IN TEST HOLE COMPLETED ON 9/14/2010 BY VISION ENGINEERING TH #3 0-12" TOPSOIL 12-36" ORG BRN LOAMY FINE SAND, TRACE GRAVEL WITH COBBLES TO 4 IN 36-60" YLW BRN LOAMY FINE SAND, COBBLES TO 8 IN NO GROUNDWATER OBSERVED IN TEST HOLE NO MOTTLING OBSERVED IN TEST HOLE NO IMPERVIOUS OR BEDROCK OBSERVED IN TEST HOLE COMPLETED ON 11/30/2010 BY VISION ENGINEERING AND WITNESSED BY THE TOWN OF QUEENSBURY ENGINEER 510 dE- 470 / / / Al —� ` EXISTING ASPHALT DRIVEWAY WITH EASEMENT FOR NEIGHBORING PROPERTY o o/ O 480 / / � / / � / / / / i � (D VJEW EA MENT PER DEF9 of �, 5• dE- EXISTING LIGHT x *2 (TYPICAL (2) LOC'S) 04- / *T2 y 490 / d O P 1 iop EXISTING TREE GRAPHIC SCALE / pwo� (TYPICAL) Z 10 0 5 10 20 40 / / / / / T 1 (IN FEET) 1 INCH = 10 FT. 500 V �CF- SITE SLOPES J 1 INCH = 40 FEET SLOPE LESS THAN 15% SLOPE GREATER THAN 15% 1 INCH = 10 FEET MI W W � rn 0 W •� V J � N w j W N �► K o w U' N Lu o N r CD +�+ G04 � N N 9) 00 c1) N N O 0) CA .J Z 1�r CN rn 00 cl) -a � LL N U) CD t cc C7 IZ LL ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK CALL BEFORE YOU DIG WAIT THE REQUIRED TIME CONFIRM UTILITY RESPONSE RESPECT THE MARKERS DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7962 BEFORE.YOU DIG. VISIT www.digsafelynewyork.com FOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED.BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE Al TPPATION � I ENGINEERS STAMP: IF THE S TURE ON THI$ AP4 NOT IN BLUE INK, TI E OF C TI2UTION DOCUM TjQ Y BE AN ILLEGAL COPY 0¢ IFIE I +THE OR] I UMENTS NOT CO G 0 Si D SI SHOULD NOT BE US B IN NSTRUCTION. q 07 =� < # REVISIONS 5 4 3 2 ISSUED FOR CONST. 5/25/2011 1 TOWN SUBMISSION 12/15/2010 PROJECT NO.: 435 SCALE: AS NOTED DATE: 10/15/10 DRAWN BY: VISION PROJECT: DOUG CHERRY GLEN LAKE, QBY DRAWING TITLE EXISTING CONDITIONS PLAN DRAWING NO. [DWG Cm12 OF 5 GLEN LAKE 440 450 SONG / A 460 / /l€XISTINd'WE A, 3�--WF �- SF F W W W y W W W LANDS N/F OF GERSTEN bIt / \W W Y •Y •Y V. W •Y W yl � O /top SILT NC / 5�5441 � ' 00- / / J'/' // 5F F / / � 5 .V W L Y V. � W W W .Y / � W W Y W W •Y Y W �✓ Y Y \ W / / '� 5 y W W W y W W W W W W\ 1 SF /_` W W W W 470 LT/ EXISTING WELL DATA: DRILLED WELL WITH STEEL CASING APPROX. 70 FEET DEEP PRODUCING 8 GALLONS PER MINUTE WELL YIELD TEST COMPLETED ON 11/30/2010 BY ROSICK WELL DRILLING, LLC CONTRACTOR SHALL HAVE WELL WATER TESTED FOR WATER QUALITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING RECOMMENDED TESTS AFTER DISINFECTION OF WELL, LINES, AND REMOVAL OF ALL CHLORINE RESIDUAL WATER; ANALYSIS RECOMMENDED MCL (1)(2) COLIFORM BACTERIA ANY POSITIVE RESULT IS UNSATISFACTORY LEAb 0.015 MG/L NITRATE 10 MG/L AS N NITF(ITE 1 MG/L AS N IRON 0.3 MG/L MANGANESE 0.3 MG/L IRON PLUS MANGANESE 0.5 MG/L SODIUM NO DESIGNATED LIMIT (3) H NO DESIGNATED LIMIT HARDNESS NO DES! NA ED LIMIT ALKALINITY NO DESIGNATED LIMIT TURBIDITY 5 TU 1. MCL MEANS MAXIMUM CONTAMINANT LEVEL. THE MCLS LISTED ARE BASEb UPON REQUIREMENTS FOR PUBLIC WATER SUPPLY SYSTEMS AND ARE ALSO RECOMMENDS FOR USE ON INDIVIDUAL RESIDENTIAL SYSTEMS. 2. : MG/L MEANS MILLIGRAMS PER LITRE (PARTS PER MILL -ION); NTU MEANS NEPHELOMETRIC TURBIDITY UNITS, 3. WATER CONTAINING MORE THAN 20 MG/L OF SODIUM SHOULD NOT BE USED FOR DRINKING BY PEOPLE ON SEVERELY RESTRICTED SODIUM DIETS. WATER CONTAINING MORE THAN 270 MG/L OF SODIUM SHOULD NOT BE USED BY PEOPLE ON MODERATELY RESTRICTED SODIUM DIETS. I MEI�I LLY TER ATE / �_ /_� % y / 440 L/ 5£ W W \ PROPERTY LINE INSTDLLATI BAC IL PS01 / © / SETBACK (TYPICAL) SE D AND ULC HLIN� / W ,` 4-1�Y 4,•L W •Y �Y W W JC ' ' P) / / \ ' SF W W W W Y W •Y Y W •L J• W W W Y W W W \ W 14, 'Y -'* W W W W IV •V W W W W WAR�A TQ Bg RE:;VEQET4TED, \\ WITwGRASS,.3204 +/-.SF /�T NC =F - W W W "� W W W �-REMOVE ALL STONESUBBASE W W W W \/ AND PLOW/SCARIFY SURFACE* W '� SF *TO A DIwPTFt OF*12" PRIOR TO Pt,gCENE$IT 6F.,T6P, SOt,L / W W \ �� 480 'Y W W W W •Y CPyiY W W .� .� / / LIMITS OFDISTURBANCE / / / ` .Y W W W •Y W W W /L'_/, W •Y •Y W\ W W W W W W W Wr W W •Y V10,000 SF1 450 �/ / / / W v. W � W J• yG / Y W Y W Y W •Y W J• •Y ` V \W Y Y Y Y � •Y W W Y Y" 1 ! SF W W W V• `Y Y W •L W W V• •Y W •Y W •Y Y •L l'''\ W L W L W W \' R O. E jY1.5" P E� ` \ / SF / W y v. W W }-/ W W W W J• •Y W y .� �. .� .w, .✓ W W W W W �/ ATEG ER E FROM / ! / / W •Y W W WY W W W W •Y •Y W W W •Y •Y W L J. Y W W �/\ h, W W W IV W XI I N ELL '' -_�(`/ � W W W .L J• � � •Y W W •Y W W l• W •Y •Y Y W •Y W W •Y `/�Jyw`//y .Y W W •Y W / _ / L W W J Y J• Y .Y W L Y SL Y Y /J,/ W W!y` W W •Y L V• W V� JW W � W W y W V/ W /W y W •Y Y / \ 49 460 �Y J• W •Y W W W \ / / // � .L \W �Y �Y / � 3 FT - CONCRETE RETAINING WALL INTEGRAL: WITH ILDING OUNDATION, INSTALL COMPACTED GRAVEL W W W W W W✓ �� \ / FILL RIMETER BARRIER AS REQ'D BY CODE FENC ALL 499.3V INST S \ / ING ALONG \ \ / TRENCH LINE IMMEDIATLY \ � / 500 LANDS N/F OF B ROO M E ' \ �� / COM LETION OF / \ / 2' WIDE X IVE THICK LAYER TO / OF � / / -/ / DECORATIVE LANDSCAPE STONE WATER` I�NE / / OVER LANDSCAPE FABRIC AND WITH RIGID EDGING. s 510 of E / / o / � / � � •--�/ .� / � cv / of CF- BF 500 \ / _J27- d� 470 o / c / /� / / \ / / T/LANpthG / / FF 508 9 / 1150.9 )WO0 RAM& S I R A LANG E� y� /dE LDG DWG OR,NVFO � / TW=51/ N � .� ' / or� \ \ ILT FE E / 6+/- F S GWNTAL / \ , / �N ,M / RETAINING WALL / \ / �C503� 5/ / 6 ss 2"0 FORCEMAIN ss 490 �- TW=51 / 9F I / cic- \ / o 500 / GRAPHIC SCALE 10 0 5 10 20 40 (IN FEET) 1 INdH = 10 FT. / / 510 / (14+511 / EXISTING.ROADSIDE SWALE TO BE IMPROVED. GRADE TO MINIMUM 6 IN DEPTH X 4 FT WIDTH ' O HOLDING TANK, TOP OF TANK TO BE LOCATED O APPROX. 12" TO 18" BELOW GRADE O QP TEMPORARY G CONSTRUCTION ENTRANCE (20 X30) SITE PLAN 1 INCH = 10 FEET W F� 0 r� v m J a� J c rA � w N vu 3 � N it L W X0 W 0 zCD 0 :3N N cp 00 OU) e- N N j P- 0 �r 1- vi 00 CO 4) y IL T O X C0 a. Li ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED t0 BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN tHE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DID` SAFELY NEW YORK - CALL BEFORE YOU DIG -WAIT THE REQUIRED TIME CONFIRM UTILITY RESPONSE RESPECT THE MARKERS DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. VISIT www,digsaf*newyork.com FOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL 01' AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE.ALTERATION. ENGINEERS STAMP: IF THE STAMP SIG Is DRAWL / OT IN BLUE INK, THIS SET ON ON DQfrlJlyIENTS Y B ILLEGAL COPY OR A MO I D D I TE OF ORIGINAL DOCUMENTS NOT CONTAIN I SIGNA OULD NOT BE USED TO BU PE R FO UCTION. 00 `s sbi 6 REV. FOR SITE CONDITIONS 10/27/11 REVISIONS 6 ISSUED FOR CONST. 5/25/2011 4 PER ENGINEER COMMENTS 4/17/2011 3 BETBACK CHANGE 2/1-5/2011 2 HOLDING TANK CHANGE 2/1/2011 1 TOWN SUBMISSION 19/15/2010 PROJECT NO.: 435', SCALIE: AS:NOTED DATE: 10/15/10 DRAWN BY: VISION PROJrCT: DOUG CHERRY GLEN LAKE, QBY DRAWING TITLE PROPOSED SITP PLAN DRAWING NO. DWG Cw3 OF 5 CONDUIT POWER SUPPLY SEAL OPNGS AND PENETRATIONS PUMP CONTROL PANEL AND DISCONNECT SWITCH PLASTIC COATED BX CABLE TANK WITH PRESSURE TIGHT TO WALL GUAGE E E GATE VALVE RELIEF VALVE SERVICE LINE =PRESSURESWITCH ~.'r MIN. 3/4" 0 UNION CHECK VALVE •4 TANK DRAIN r�. '.•,; . ;;; ::M I — � �y�r. •1 �.• ' =III=I ;dy• -III-I I I -I I CONCRETE/MASONRY—I i I —I i I— . ;_;_ " I I I -I I I : • —I i I—i PAD BELOW WATER WELL DETAIL NOT TO SCALE WATER SUPPLY AND. WELL NOTES 1. WHEN THE WELL HAS BEEN PIPED TO THE HOUSE AND ALL PLUMBING WELL SEAL (VENTED HAS BEEN COMPLETED, THE WELL AND PLUMBING MUST BE DISINFECTED CAP) IN ACCORDANCE WITH NYSDOH PROCEDURES. AFTER DISINFECTION COMPLETED AND ALL TRACES OF CHLORINE ARE REMOVED FROM WELL CONDUIT TAPPING PLUMBING, A WATER SAMPLE SHALL BE COLLECTED FOR BACTERIOLOGICAL QUALITY. 2. WELL SHALL BE LOCATED, INSTALLED AND CONSTRUCTED, AND TESTED IN ACCORDANCE WITH NYSDOH APPENDIX 5-B. 3. WELL SHALL BE INSTALLED BY A DEC REGISTERED INSTALLER. 4. WATER TREATMENT SHALL BE PROVIDED AS DETERMINED BY TESTING. 5. SUBMERSIBLE PUMP AND PRE -CHARGED HYDROPNUEMATIC TANK SHALL BE PROVIDED. PRESSURE TANK DRAW -DOWN SHOULD NOT BE LESS THAN 15 GALLONS FOR PRESSURE RANGE OF 30-50 PSI. PUMP DISCHARGE CAPACITY SHALL NOT EXCEED THE DEPENDABLE YIELD OF THE WELL AT THE HIGH END OF THE PRESURE RANGE. PITLESS ADAPTER OR SANITARY WELL SEAL AND GASKET POWER CABLE SECURED TO PIPE POLYPROPYLENE SAFETY DOPE TIED TO PUMP AND DISHARGE FITTING RISER PIPE 6" STEEL WELL CASING AWWA Al 00 SPEC SUBMERSIBLE PUMP 6' GEOGRID DEPTH 24" MIN. GUIDE RAIL FACE TO BE STONE DEPTH LOCATED 24" BEHIND WALL; DESIGN BY OTHERS CUT 6"X6" PENETRATIONS IN FILTER FABRIC W/2" DECORATIVE PEA GRAVEL GEOGRID AS NEEDED FOR _ GUIDERAIL POSTS\\ FILTER ABOVE GRAVEL DRIVEWAY C14 10 BATTER TOP OF WALL ELEVATION PER SITE PLAN UNIT 9 ROCKWOOD UNIVERSAL 6" COMPACTED DRIVEWAY---- — — — UNIT 8 CAP BLOCK; ADHERE WITH MASTIC ADHESIVE SUBBASE UNIT 7 FILTER FABRIC (NYSDOT 207.11) TENCATE MIRAFI —III—III-I UNIT 6 160N OR EQUAL I I Ed I I-ILI D I UNIT 5 VARIES (6'± MAX.) STANDARD ROCKWOOD RETAINED SOIL ---III C� UNIT 1 CLASSIC 8 WALL BLOCK D UNIT 4Lu 0 C� SELECT GRANULAR INFILL SOIL j— UNIT 3 (NYSDOT 203.07) TO BE -I —III—_—III— FINISHED GRADE w Q COMPACTED TO A MIN. OF 90% =III UNIT 2 PER SITE PLAN _ N w a MODIFIED PROCTOR DENSITY — — _ w PER ASTM D 1557 = _ fl c~n D O fl UNIT 1 III=�=I I �_� I=� I I— w MIRAGRID 5XT DRAINAGE AGGREGATE (NYSDOT 605.0901) 24" MIN. —III-I I _—III-III-III-I I —III-I I �� i III -I ( - BASE COURSE TO BE CENTERED ON BRIG. PAD DEPTH FROM BACK OF WALL,— INFILL VOIDS IN BLOCK GEOTEXTILE STABILIZATION FABRIC,— NYSDOT 207.14; TENCATE MIRAFI HP370 OR EQUAL COMPACTED SUBGRADS SEGMENTLD RETAINING WALL DETAIL NOT TO SCALE 4' WIDE X 24" MIN. DEEP COMPACTED,GRAVEL BRG. PAD (NYSDOT 304.12, TYPE 2) TO BE COMPACTED IN 6" LIFTS TO A MIN. OF 95% MODIFIED PROCTOR DENSITY PER ASTM D 1557 - GEOTEXTILE STABILIZATION FABRIC, NYSDOT 201.14; TENCATE MIRAFI HP370 OR EQUAL z cl) 0 0 N 0 N T 00 Nrn Z 0 V/ 00 cu LL Lo N co) 11 c 0 X (D LL w W n ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK CALL BEFORE YOU DIG WAIT THE REQUIRED TIME CONFIRM UTILITY RESPONSE RESPECT THE MARKERS DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. VISIT www.digsafel newyork.com FOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS, SIGNATVRE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ENGINEERS STAMP: 1F THE ST URE ON THIS bl I INK, THIS 0 C VC DOCUMENT COPY OR A IF D U jtATE'OF THE OR NOT CONTA IFIAL;$T P D SIG USED T B DI `er REVISIONS rn 0 G NOT IN BLUE AN ILLEGAL S. D%UIRENTS D NOT BE 5 4 ISSUED FOR CONST. 5/25/2011 3 PER ENGINEER COMMENTS 4/17/2011 2 HOLDING TANK CHANGE 2/15/2011 1 TOWN SUBMISSION 12/15/2010 U J z Ir W z a z w 0 co m z W co 0 U z W W _w �F w= c� 0� X¢ IL z� W� a .� U W m0 DRAWING NO. z> J a Q o 2 0 [DWG Cm4 z° :5= a0 LLJ OF 5 LIJ Li PROJECT NO.: 430 SCALE: AS NOTED DATE: 10/15/10 DRAWN BY: VISION PROJECT: DOUG CHERRY GLEN LAKE, Q13Y DRAWING TITLE UTILITY SYSTEM DETAILS WOVEN WIRE FENCE 10' MAX. C, TO C. (MIN. 14 1/2 13AUGE W/ MAX. 6". MESH SPACING F� i VO I�' F PERSPECTIVE VIEW 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH Z SPACING) WITH FILTER CLOTH FLU_ N COMPACTED SOIL Z EMBED FILTER CLOTH MIN. OF 6" IN GROUND 4" SECTION VIEW 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND HEIGHT OF FILTER = 16" MIN. 8" MIN. UNDISTURBED GROUND 1. WOVEN WIRE FENCE TO BE FASTINED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T' OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STA81LINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE,, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BUGLES" DEVELOP IN THE SILT FENCE (6" MAXIMUM OF COLLECTED SEDIMENT). 6. ALL SILT FENCES SHALL BE INSTALLED PARALLEL WITH CONTOURS, SILT FENCE CONSTRUCTION SPECIFICATIONS NOT TO SCALE EXISTING PAVEMENT cZ 30' MIN. GEOTEXTILE MOUNTABLE BERM FABRIC PROFILE (OPTIONAL) EXISTING GROUND 30' MIN. ke BURY TOP 4 INCHES OF BLANKET SIDE AND END OVERLAP 6"-::!:-: MODERATE SLOPES 3:1 BURY TOP 12 INCHES OF BLANKET IN 6"X6" TRENCH7.y„7ii�lll�ll 2 staples per.SQ. YD. _ STAPLE PATTERN NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROX. 12" OF =1TI-I BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF I i_ STAPLES/STAKES APPROX. 12" APART IN THE BOTTOM OF TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING. 1I- 1 APPLY SEED TO COMPACT SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER THE SEED AND COMPACTED T1= SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACEb APART APPROXIMATELY 12" -'1111117i,T APART, CROSSING THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKET (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING - SIDE AND END OVERLAP 6" STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. STAPLE BOTTOM EDGE O�rTL� 4. THE EGDES OF PARALLEL BLANKETS MUST BE STAPLED WITH A MINIMUM 6 OVERLAP. TO ENSURE PROPER SEAM BLANKET V O.C. ALIGNMENT, PLACE THE EDGE OF OVERLAPPING BLANKET EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED STEEP SLOPES 2:1 OR GREATER 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END WITH AN APPROPRIATE 3" NOTES: OVERLAP. STAPLES THROUGH OVERLAPPED AREA, APPROX. 12" APART ACROSS ENTIRE BLANKET WIDTH. 1. EROSION CONTROL BLANKETS SHALL BE BY NORTH 6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS FOR THE APPROPRIATE SLOPE BEING APPLIED. AMERICAN GREEN S150 BN OR EQUAL. 1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS MAY BE GREATER THAN 6" MAY BE NECESSARY IN ORDER TO PROPERLY SECURE BLANKETS. 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION. EROSION CONTROL BLANKET/SLOPE PROTECTION DETAIL NOT TO SCALE LIME AS REQ'D. TO A Ph OT60 SEED: BY WEIGHT FINE FESCUE .......... :........................ 65% KENTUCKY BLUE GRASS...............20% PERENNIAL RYE..............................15% POUNDS PURE LIVE SEED PER ACRE MULCH: LAYER OF SMALL GRAIN Z STRAW; 2 TONS PER ACRE WITH 90% COVERAGE- FINISHED GRADE Z X .�,..A -a EXISTING 1�1 ;I'II,�h� I � I i„I ... .. - ► AID Illl� ^ ", gyp; ,.�• ... PAVEMENT I I-III.-i i-I i i-III '� '' Its. -_ _ i-i i --_--_---_. nil =I PLAN VIEW - 7. CONSTRUCTION SPECIFICATIONS: III I I I I III -I I I I -I I I I I_I III: � I -I I I= � I 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. -I 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM TOPSOIL: MIN. OF 4" DEPTH, A NATURAL, LENGTH WOULD APPLY). . FERTILE, AGRICULTURAL SOIL CAPABLE 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. OF SUSTAINING VIGOROUS PLANT GROWTH 4. WIDTH - TWELVE (12) FOOT MINIMUM AT INDIVIDUAL DRIVEWAYS FOR BUILDINGS, TWENTY-FOUR (24) (MIN. 20% FINES PASSING NO. 200 SIEVE) FOOT AT PRIMARY ENTRANCE TO SITE. 5. GEOTEXTILE FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SUBGRADE LINE 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES NOTES: SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1. PLANT LAWN AREAS AFTER AUGUST 15 AND PRIOR TO MAY 15 WHENEVER POSSIBLE. SUMMER 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING SEEDING MAY REQUIRE IRRIGATION UNTIL LAWN IS ESTABLISHED. OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED 2. SEED TO A DEPTH OF e TO a INCH - IF BROADCAST DEVISE USED„ ROLL AFTER SEEDING. OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. INSPECT ROADS ON A 3. IF HYDROSEEDED, LIME AND FERTILIZER MAY BE APPLIED THROUGH SEEDER, AND MULCHING MAY DAILY BASIS BE OMITTED. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH 4. CONTRACTOR SHALL TEST TOPSOIL UPON FINAL GRADING LIME AS INDICATED WHEN DRAINS INTO AN APPROVED SEbIMENT TRAPPING DEVICE. .AND CONDITIONS REQUIRE. PROVIDE NATURAL FERTILE SOIL, DO NOT USE FERTILIZERS. 9. PERIObIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. REMOVE 5. COMPACTED SURFACES SHOULD BE SCARIFIED TO A DEPTH OF 12 INCHES IN ORDER TO PROMOTE AND REPLACE STONE WHEN 80% OF STONE VOIDS ARE FILLED WITH SEDIMENT. GROWTH. TOPSOIL, FERTILIZER, SEED & MULCH STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE NOT TO SCALE PIPE SPRINGLINE WATER LINE PER PLAN CONTINUOUS BLUE WARNING TAPE 12" BELOW FINISHED GRADE TRENCH WALLS LAID BACK PER OSHA REQ'MNT$;, SHEETING OR TRENCH BOX AS REQ'D. TRENCH BACKFILL - SAND FREE OF DEBRIS AND ORGANIC MATERIAL (NO STONES LARGER THAN 1 z"0) - INSTALL IN 12" LIFTS COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING AND BACKFILL UNDISTURBED OR 24" + OUTSIDE COMPACTED SUBGRADE NOTES; PIPE DIAMETER MIN. 1. PIPE ZONE BEDDING AND BACKFILL SHALL BE WELL DRAINED GRANULAR MATERIAL OF CRUSHED STONE, PEA GRAVEL, OR SAND W/MAXIMUM PARTICLE SIZE OF 2' 2. INSTALL PIPE ZONE BEDDING AND BACKFILL IN 3" LIFTS BY HAND WHEN COMPACTED, OR 6" LIFTS WHEN MECHANICALLY COMPACTED. 3. BEDDING AND PIPE ZONE BACKFILL MAY BE ONSITE SAND AND GRAVEL WHEN APPROVED BY ENGINEER TYPICAL WATER MAIN TRENCH SFCTION r0 SCALE TYPICAL DRIVEWAY DETAIL NOT TO SCALE COMPACTED CRUSHED STONE TOPPING 2" THK. GROUND SURFACE SLOPE PERIMETER AWAY FROM TANK LOCATION INSTALL 4FT SECTION OF 4"0 SCHED, 40 PVC PIPE SLOPED AT 2% INTO TANK. 2"0 FORCE MAIN FROM HOUSE TO CONNECT TO 4" PVC WITH REDUCING COUPLING SANITARY TEE ALARM FLOAT -120VAC FLOAT 1 TANK HIGH LEVEL LIGHT (YELLOW) Y FLOAT 2 WATER SHUT OFF LEVEL CONTROL RELAY WATER SHUT OFF LEVEL LIGHT (RED) i R CR 1 SYSTEM BUZZER R 1 CR 2 B CRPUSH BUTTON SWITCH RKSIENCE __.,,ALARM SILENCE RELAY C R2 WATER SOLENOID VALVE SHUT OFF 1 CRR 1 CCR CR 1 HOLDING TANK ALARM SCHEMATIC N.T.S. TANK ALARM ACCESS PORT WITH WATER -TIGHT LID AND PRECAST RISERS SYRACUSE CASTINGS HEAVY DUTY FRAME AND COVER NO. 1061 ELECTRICAL SUPPLY TO WARNING LIGHT AND AUDIBLE ALARM STATION MOUNTED INSIDE BUILDING WATER SHUT OFF ALARM FLOAT ` TANK HIGH LEVEL FLOAT t� STORAG UME 1 STORAGE VOLUME (MIN. 500 GALS) 2500 GALS) 3000 GALLON HOLDING TANK DETAIL PUMP ACCESS PORT WITH WATER -TIGHT LID AND CONC RISERS SYRACUSE CASTINGS HEAVY DUTY FRAME AND COVER NO. 1061 --SAND AND GRAVEL BACKFILL PRECAST 3000 GAL HOLDING? TANK (FORT MILLER OR EQUAL) N.T.S. HOLDINGTANKNOTES: 1. INSTALL MINIMUM 3 INCHES OF COMPACTED BEDDING MATERIAL BELOW TANK FOOTING. BEDDING MATERIAL SHALL BE SAND AND GRAVEL OR EQUIV. 2. CONTRACTOR IS RESPONSIBLE FOR EXCAVATION SAFETY AND SITE COORDINATION FOR PLACEMENT OF TANKS. 3. ALL PIPE JOINTS SHALL BE SEALED AND SOLVENT WELDED TO PROVIDE WATER- TIGHT SYSTEM. 4. VENT HOLDING TANKS THROUGH HOUSE VENT AND ALL TANK COMPONENTS SHALL BE GAS -LIGHT TO PREVENT ODORS. 5. OWNER SHALL OBTAIN A SERVICE CONTRACT WITH AN AUTHORIZED PUMPING AGENCY TO ENSURE REGULAR MAINTENANCE AND PROPER OPERATION OF SEWAGE FACILITY. 6. BOTH AUDIBLE AND VISIBLE ALARMS SHALL BE INSTALLED AND SHALL BE TRIGGERED AT LEVELS INDICATED. 7. A SOLENOID VALVE IS REQUIRED ON WATER SERVICE LINES TO PREVENT OVER- LOADING HOLDING TANKS. 8. THE HOUSE BEING SERVICED SHALL HAVE WATER -SAVING FIXTURES THROUGHOUT. 9. TANKS SHALL BE WATER -TIGHTNESS -TESTED BY FILLING WITH WATER AND ALLOWING TO STAND FOR 24-HOURS WITHOUT ANY CHANGE IN ELEVATION. 10. HOLDING TANK TO BE PUMPED OUT BEFORE EACH WINTER SEASON. 11. PRECAST CONCRETE TANK, RISERS, COVER, AND ACCESS PORTS SHALL BE TRAFFIC RATED. a w W W o i 0 N _ � N :3 N cp 00 C� NN 00 r-_ cl) 00 LL. � 2 Oto X _N Cc 0 a. LL ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK CALL BEFORE YOU DIG WAIT TF E REQUIRED TIME CONFIRM UTILITY RESPONSE RESPECT THE MARKERS DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7982 BEFOREYOU DIG. VISIT www.digsafelynewyork.com FOR AbDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE Al TFRA-nnN F. ENGINEERS STAMP: IF THE STAMP ON THIS D T IN BLUE INK, THIS SET ION T' ILLEGAL COPY OR A MODI, D PLI A 9 #1E^O GINAL P UMENTS NOT CONTAINING. IG AMP A TU S LD NOT BE USED TO OST IL Pfr R FOR CO REVISIONS 5 4 3 ISSUED FOR CONST. 5/25/2011 2 PER TOWN APPROVAL 4/17/2011 1 TOWN SUBMISSION 12/15/1010 PROJECT NO.: 435 SCALE: AS NOTED DATE: 10/15/10 DRAWN BY: VISION PROJECT: DOUG CHERRY GLEN LAKE, Ql§Y DRAWING TITLE SITE DETAILS DRAWING NO. [DWG Coi5 OF 5 J J 0 z w w z z w 0 5 m uj W z 0 z k L Sw W iLu �F wx 0ir 0 J dLLI W J it 0 W� a rn OW m0 V5 z > J iJQ � Cn N 00 z�- x a0 wa c0