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2002-757 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes ($18)'761-8256 CERTIFICATE F 0 0CCUPANCY Permit Number: a20020757 Date,Issued: Friday,December 20,2002 This1s,to certify that work requested to be done as shown by Permit Number �.a20020757 has been completed: , Tax Map Number:;. 523400-302.013-0001-003-00010000 Location: 220 DIXON Rd { Owner: COUNTIES OF WARREN&WSMNGTON I.D.A. Applicant: HILLTOP CONSTRUCTION This structure may be occupied as a: By Order of Tow Board Duplex TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 7614256 BUILDING PERMIT Permit Number: P20010757 Application Number. A,20020757 Tax Map No: 523400-302-013-0001-003-000-0000 Permission is hereby granted to: For property located at: DIXON 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. Type of Construction. Value Owner Address: COUNTIES OF WARREN&WSHI 234 GLEN St Commercial/Industrial 550,000.00 Total Value 550,000.00 GLENS FALLS,NY 12801-0000 Contractor.or Builder's Name I Address Electrical Inspection Agency Plans&Specifications BP 2002-757 Prospect Child and Family Center Construction of 4,780 sq. ft. commercial building as per plot plan and specifications. See Site Plan Review File No. 26-2002 approved by the Planning Board $717.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, September 10,-2003 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of 9j99Qsburr, Tuesday, September 10,2002 SIGNED BY j 71 for the Town of Queensbury. Director of Building&Code nfor nt Building Permit Application Town Of QueensbUty -Dept. ofConinurtity Devel(INneul,.742 Day Road, Queensbury, NY 12804 1761-8256J BUILDING & CODE ENFORCEMENT it O i�i1.t� Requirements prior to issuance A permit must be obtained before of this permit: PERMIT FILE NO. f M beginning construction. No inspections AS PERMIT FEE PAID$' 4 `� 'I G will be made until applicant has received ❑ Zoning Board Action a VALID BUILDING PERMIT. All Area I Use RECRER770N PEE PAID$ npplicanls' spaces on(his application MUST be completed and•the signature Q Plarutiug Board Action REVIEWED BY. of the applicant must appear on the SPR I Subdivision I Other Building lrujittror pp®�pplicali°° form. rm°,�1,.' p Rccrenlion reePayment R��. ��i e9' EEpticanl: J,�,t� �r rj ��'" �,J f Owner: Address: + j 1/ 111J}�rh V�. IY r Address: 6 2002 , p Aur, 2 lhone# (&9) 7q?- 033 Phone#. � U� o( A .e P, b TOWN OF UEENSB �--'1-ax-M-a-p-N-u-n b-erBullDING AND COQFSubdivision Name: -J---- Section Block l.nt NATUU OF :PROPOSED WORK:. ESTIMATED MARKET VALUE OF THE ✓ New Building: CONSTRUCTION: $.5 50 000 residence /commercial , — Addition to Builds - residence / commercial OCCUPANCY INFORMATION. Alteration to Building: Primary Building - residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling Office Other Work (describe below) Mercantile Manufacturing ><- 6.Ot er Ll jl�� GROSS AREA OF PROPOSED STRUCTURE: I �t 1y'15 I d e n t-, A I 410a r"7'}'7 n 1st Floor. . .. . . . . sq. ft.7r $ If ADDITION, what will use 2nd .Floor. . .. . . . sq. ft. of new, addition be7: Other Floors. . , sq. ft. (not unfinished cellar or basement), ACCESSORY BUILDINGS: IrICj� S Detached Garage 1, 2 car TOTAL FLOOR AREA: ) 1 © Q. FT. Attached Garage 1, 2 car Private Storage Building SIZEE OF NEW STRUCTURE: Commercial Storage Building to FEET X ! U FEET Other Foundation,Type: Po u�r d Will any second-hand or ungraded Number•of Stories: I lumber besed? if so, for what? (habitable space only) (yx Height (grade to ridge): CC71(�P feet TYPE OF HEATING SYSTEM: Number of fireplaces a djorrwoodstove (circle• all which lips) to be installed: �_ E I�Gas j/'Mood Forced Hot Air Jeeboard / Other Person respo�sible for supervision of work as regards to building codes is: i It-ho C'on 5-1• 'V1 V/)1/r lr 172 Ndfhe ' Addresss Phone Builder: Plumber: Mason: Electrician: + DECLARATION Please sign beloit,q te'r you have carefully read Ilse statement. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that Uwe shall submit prior to a Certificate of Occupancyor Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed s or; drawn to state showing actual locakion of project on premises. Signature: M (owner,ow a 's agent, architect, contractor) Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ..................................................---_..... ...................__....---- --- ................_...._._..._ Office Use Location of installation: O l X 010 CLOArl 120&Zeta yl3tJw File Permit No. Tax Map No. 3 /__�__/ j • 1 •4 Fee Paid 7 Owner's Name: pIZ �C'G-T GL-�1t-!') 1�` �RtM/�-}� Gk'l�?l ........... Address: I'53 Q01ATIn-3 "AtO 420Pl9 k'l )`{ 7 2. INSTALLER'S NAME ',��3ht,.� �XGA�.4 t—�' t.t,G. PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House No of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gaUbdrm = 1980—1991 x 130 gal/bdrm = 1991 —present x 110 gaUbdrm = COVED Garbage Grinder Installed yes_ / no�_ O `� D Spa or Whirlpool Installed yes_ / no X AUG 2 zoo2 4. PARCEL INFORMATION: (circle applicable information&indicate measurements)-,OWVI OF OUEENSgURY gt tILD;titt3 F�N1D CODE To po raxahv Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth 7�if�well. o m loam N/ feet .feet Steep slope clay ter supply %slope other eptic-system depth: n is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: /- ( minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designedby 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: ZZOO gallon (min. size 1,000 gal.) Z 79 Tile Field: each trench 4,J;7 ft. Total System Length: ZZP ft `z T o Tom'9 Seepage Pit(s): number of 6UA size of each: ft. by ft t 1 �t Size of Stone to be used: # 1L / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) 141A Number of tanks: / Size of each: gallons -/TOTAL Capacity: _ gallons Note:Alarm Systern and associated--olectr-ieal'work-must-be-inst Pvted-b;r.a-T-o un_approved- -- electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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 Sanitary Sewage Disposal Ordinance. Signature of r ansibie person Date RECEIVED S7 AUR 2, 6 200Z Perm 7- Permit BUILDING NSBURYAND CODEMECcheck Compliance Xejffi6�A- Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:P:\Ol -Projects\2000\0015\Regulatory Agency\Energy Code Compliance Info.cck TITLE:Job#0015-Energy Code Compliance Information COUNTY:Warren, STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE:08/20/02 DATE OF PLANS: 06/11/2002 PROJECT INFORMATION: Individual Residence Alternative Apartment Prospect Child and Family Center Dixon Road,Queensbury,NY 12804 COMPANY INFORMATION: Richard E.Jones Associates Architects-Environmental Planners 339 Aviation Road Queensbury,New York 12804 COMPLIANCE:Passes Maximum UA=632 Your Home=589 6.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceilings-Entire Building:Flat Ceiling or Scissor Truss 4318 30.0 0.0 151 North Wall:Wood Frame, 16"o.c. 652 19.0 0.0 31 Window Type A- 1:Wood Frame,Double Pane 30 0.320 10 Window Type A-2:Wood Frame,Double Pane 30 0.320 10 Window Type B- 1:Wood Frame,Double Pane 15 0.320 5 Window Type B-2:Wood Frame,Double Pane 15 0.320 5 Entrance Door: Glass 49 0.500 25 East Wall:Wood Frame,.16"o.c. 341 19.0 0.0 15 Window Type B-3:Wood Frame,Double Pane 15 0.320 5 Window Type B-4:Wood Frame,Double Pane 15 0.320 5 Window Type C- 1:Wood Frame,Double Pane 28 0.320 9 Window Type C-2:Wood Frame,Double Pane 28 0.320 9 South Wall:Wood Frame, 16"o.c. . 652 19.0 0.0 32 Window Type B-5:Wood Frame,Double Pane 15 0.320 5 Window Type B-6:Wood Frame,Double Pane 15' 0.320 5 Window Type B-7:Wood Frame,Double Pane 15 0.320 5 Window Type B-8:Wood Frame,Double Pane 15 0.320 5 Window Type A-4:Wood Frame,Double Pane 30 0.320 10 Window Type A-5:Wood Frame,Double Pane 30 0.320 10 West Wall:Wood Frame, 16"o.c. 341 19.0 0.0 15 Window Type B-9:Wood Frame,Double Pane 15 0.320 5 Window Type B- 10:Wood Frame,Double Pane 15 0.320 5 Window Type C-3:Wood Frame,Double Pane 28 0.320 9 Window Type C-4:Wood Frame,Double Pane 28 0.320 9 North Basement Wall: - Solid Concrete or Masonry,8.0'ht/8.0'bg/4.0'insul 736 0.0 10.0 52 Basement Window.- 1:Wood Frame,Single Pane 5 1.110 6 Basement Window-2:Wood Frame,Single Pane 5 1.110 6 South Basement Wall: Solid Concrete or Masonry, 8.0'ht/8.0'bg/4.0'insuI 736 0.0 10.0 52 Basement Window-3:Wood Frame,Single Pane 5 1.110 6 Basement Window-4:Wood Frame,Single Pane 5 1.110 6 East Basement Wall: Solid Concrete or Masonry, 8.0'ht/8.0'bg/4.0'insul 385 0.0 10.0 27 Basement Window-5:Wood Frame,Single Pane 5 1.110 6 West Basement Wall: Solid Concrete or Masonry, 8.0'ht/8.0'bg/4.0'insul 385 0.0 10.0 27 Basement Window-6:Wood-Frame,Single Pane 5 1.110 6 Gas Furnace:Forced Hot Air,95.5 AFLJE Condenser:Electric Central Air, 10.5 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 State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and pr ssionall dgment,such plans or specifications are in compliance with this Code. Builder/Designe Date MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE:08/20/02 TITLE:Job#0015-Energy Code Compliance Information Bldg. Dept. Use Ceilings: [ ] 1. Ceilings-Entire Building:Flat Ceiling or Scissor Truss,R 30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. North Wall:Wood Frame,-16"o.c.,R 19.0 cavity insulation Comments: [ ] 2. East Wall:Wood Frame,.16"o.c.,R 19.0 cavity insulation Comments: [ ] 3. South Wall:Wood Frame, 16"o.c.,R 19.0 cavity insulation Comments: [ ] 4. West Wail:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ j 1. North Basement Wall: Solid Concrete or Masonry, 8.0'ht/8.0'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 2. . South Basement Wall: Solid Concrete or Masonry,8.0'ht18.0'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 3. East Basement Wall: Solid Concrete or Masonry, 8.0'ht/8.0'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 4. West Basement Wall: Solid Concrete or Masonry,8.0'ht/8.0'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: [ ] 1. Window Type A- 1:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 2. Window Type A-2:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 3. Window Type B- 1:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window Type B-2:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: 5. Window Type B-3:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 6. Window Type B-4:Wood Frame,Double Pane,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 7. Window Type C- 1:Wood Frame,Double Pane,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 8. Window Type C-2:Wood Frame,Double Pane,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 9. Window Type B-5:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 10. Window Type B-6:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 11. Window Type B-7:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 12. Window Type B-8:Wood Frame,Double Pane,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes[ ]No Comments: 13. Window Type A-4:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes[ ]No Comments: 14. Window Type A-5:Wood Frame,Double Pane,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes[ ]No Comments: 15. Window Type B-9:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes[ ]No Comments:— 16. Window Type B- 10:Wood Frame,Double'Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes[ ]No Comments: 17. Window Type C-3:Wood Frame,Double Pane,U-factor: 0.320 For windows without labeled U4actors,describe features: #Panes Frame Type Thermal Break? Yes[ ]No Comments: 18. Window Type C-4:Wood Frame,Double Pane,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes [ ]No Comments: 19. Basement Window - 1:Wood Frame,Single Pane,U-factor: 1.110 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes [ ]No Comments: 20. Basement Window-2:Wood Frame,Single Pane,U-factor: 1.110 For windows without labeled U-factors,describe features: #Panes Frame Type -Thermal Break? Yes[ ]No Comments: 21. Basement Window-3:Wood Frame,Single Pane,U-factor: 1.110 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes[ ]No Comments: 22. Basement Window-4:Wood Frame,Single Pane,U-factor: 1.110 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes [ ]No Comments: 23. Basement Window-5:Wood Frame,Single Pane,U-factor: 1.110 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes[ ]No Comments: 24. Basement Window-6:Wood Frame,Single Pane,U-factor: 1.110 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments• Doors: [ ] ( 1. Entrance Door:Glass,U-factor:0.500 #Panes Frame Type Thermal Break? Yes No- Comments: [ ] i Heating and Cooling Equipment: - 1. Gas Furnace:Forced Hot Air,95.5 AFUE or higher Make and Model Number 2. Condenser:Electric Central Air, 10.5 SEER of 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.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: Required on the warm-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 deten-nin6d. Manufacturer manuals for all installed heating and cooling equipment and service water heating [ ] i equipment must be provided. Insulation R-values,glazing U-factors,and heating and cooling 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-1 1. 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. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. 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 a [ temperature set point of the largest zone. I _ [ Electric Systems: [ ] [ Separate electric meters are required for 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 of the Building Code of New York State,the Residential Code of New York State or [ 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. [ [ CircuIating Hot Water Systems: [ ] [ Insulate circulating hot water pipes to the levels in Table 1. [ [ Swimming Pools: [ ] [ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% [ of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ [ Heating and Cooling Piping Insulation: [ ] [ HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the [ levels in Table 2. 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 -U-P to"I" -Up to 1.25" 1.511 to2.011 Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 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 Pining$ stem Types Ran ge'(E) 2"Runouts 1"and Less 1.25"to 2" 2.511 to 411 3L - Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed 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) COAUKERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: 1,Z// - Office No. (518)761-8256 Dept of Community Development Town of Queensbury Arrive-2,30 am/(9 Depart ) 742 Bay Road ,j a Inspector's Initials Queensbury,NY 12804 y�'�c vc f�ds,°a��tc e l tl �'��a&1e�I 'r1l, t�elt,f l zo02-7S7 NAME S ec C>irl J a %&z yr1-PiI a 4 PERMIT# LOCATION/ j` ati DATE /-2 —TT-0-0 2 TYPE OF STRUM u N/A YES NO COMMENTS vernl/Dired Vent location Plumbing Vent Roof Complete Exterior finish grade complete htzerior/enterior guardrails 42 in.platforrntdeccs haerrior/exterior ballasters 4 in.spacing platform/decks Stair handrail34 in.•38 in. Step risers s 13/a in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Candy to cover req.exit doors Gras valve shut-off exposed&regulator(18 in.)above grad Floor bathroom watertight \ loe Other floors okay Hot wader relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(I hou >1,000,000 BTU's(2 hour) �� Gas furnace shut off within 30 Il.or within like of site l o 6!n �--v .- t/ /we U`a r7 � Oil furnace shut off at entrance to furnace ea Stockroom enclosure(I hour),3/t hour d Storage/receiving/shipping room(2 hour, I I/z doors / I '/:hour doors and closers /� j,j` /l� �' It�;/,rieEi ?4 hour corridor darns and closers Firewalls/fire separation,2 hour,3 hou complete Fire dampers,2 hour fire wall/separaticiNQr greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond .Active listening system and signage assembly space Final Electrical Site PlanNariance required Final Survey,new structures .as-built septic system layout required Okay to issue temp.C/O(Ccrtif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building& Code Enforcement j Dept. of Community Development Arrive ! ,/5 am/pm Depart amlpm Town of Queensbury Inspector's Initials 742 Bay Road Queensbury,New York 12804 NAME Ocipe"i C41141 PERMIT# LOCATION I 2-2a DATE 2,li o'er TYPE OF STRUCTURE N/A YES NO COMMENTS Chimney Height r B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete / (' Interior/Exterior Railings 30"to 36" Vfi� ttf�rY f �D �j�E d !> Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away-from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above 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 Relief Valve(s)installed Headroom,6 ft. 6 in. on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish BathroomAKitchen watertight Interior Handrails Balconies/Landing 18 in. or more Railing across window in stairwells pp / Smoke Detectors: every level A every bedroomr outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room SQ�P 42teO4 Safety glazing 18"or less from floor Final Electrical V / / Site Plan/Variance required /+� ` 'Dry Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif, of Compliance) Okay to issue temp. C/O(Certif. of Occupancy) Okay to issue permanent CIO(Certif.of Occupancy) r RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: �' 1 02 Building&Code Enforcement Dept.of Community Development Arriveeg"2-yam/pm Depart m Town of Queensbury Jnspectof s Imtu ' 742 Bay Road Queensbury,New ork 12804 L (C4 NAME �J C'/ 4Y(), � ERM[T 4 l's LOCATION �`Z�ZO 1� t I . DATE / • ? TYPE OF STRUCTURE N/A YES NO C0A0&'NTS Chimney Height/".B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above 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 operatin Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" •Floor Finish Batbroom/Kitchen watertight interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif,of Compliance) Okay to issue temp.C/O(Certif.of Occupancy)_ ,f,.-7- 1 J ,Okay to issue permanent C/O(Certif.of Occupancy) �5�, L'O e�-- f r'f E' �S' ti Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request �t �� " SCHEDULE � 1 Received: Permit# _ INSPECTION ON: �` 1 Name: AM PM ANYTIME Location: APPROVED N lA YES NO COMMENTS EXITS AISLE WIDTHSt� EXIT SIGNS—NORMAL I - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM , i � In � ��`� C' 01ijili HOOD INSTALLATION o 1 INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKL S CLEARANCE<TO HEATIN UNITS CLEARANCE T LEC RICAL1.1 REQUIRED SIGMA E EMERGENCY PLAN MAXIMUM OCCUPANCX SIGN CHIMNEY MASONRY RO H IN ^ I FIN L CHIMNEY FACTORY BUIL ROUGH III FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE ,, "r MASONRY ROUGH IN '�OK THIS DATE K FO NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECTED BY FINAL COMDEVICHRISJIW ORDILETTERS20011F IREMARS HALI NS PECTI ONRE PORT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY a N x x x ro �=� n N H x n HN U r z d x H H H b r X k H M H H H z a x a r x z a ►c a zaz HH Hp 0gC0 ' r a0CH cn0 qn ►a > N > d d q q n M M n M z a H y M N X q m m N m H a C r H H H H x P 0 M H ) H T z t" H q ro n n n a d 0 z U g H 7., H z H C3 'z a H H H > oa0maay 0ac� z Caro a z a r ro ro ro a s z a P H H0 � z � ro H ;0 1 ro H X a x = a G7 ro 0 H a t H _ I n 0 m n c7 z H m z z ' c 0 nrown z H � n � rnH r� zH HC a� n a r > > H a ar � yn ►� Hzc r0NC � x � z nC zt a rxxr� ar rya ran r m HH � � I x p N z N ro N H x M H t7 as H ro G� H ro H H C �t7 r 00 z m G � 0 H r G r It to 0 z t �} r > m H P, ro x �. H as C N a+ z ,a n ro 0 H ma C rn wa Csi z H H H Ix n 0 Hz ��tim M10 �>mul I �m l ro (D v c� 40 MAP REFERENCES: PROPOSED SUBDIVISION MADE FOR MICHAEL & RALPH WOODBURY DATED: MARCH 2, 1985 REVISED: OCTOBER 20, 1987 BY: VAN DUSEN & STEVES MAP OF A PROPOSED SUBDIVISION MADE FOR ANTHONY LOCACIO DATED: DECEMBER 29, 1987 BY: VAN DUSEN & STEVES GRAPHIC SCALE 20 40 w 160 N7402 '9 040E 196.26, LANDS N/F OF THE CITY OF GLENS FALLS SPRING SPRING LANDS N/F OF BURKE _ SHED N74-33-15-E 275.00' V AREA 199,168 sq.ft. 4.57 acres ` 1>1 -14°tic s�P, �i %SPRING a 39 A2 10" O� 0 i OLD MILL LADE WET AREA 53 V WINGED PAVEMENT ON WE5T 51DE Of ROAD �W W O o c� w 0 0. wz a J U ui "Q � U uZ o 9 Q LWCD 00 u z z --� a. a m a LEGEND: cm, = UTILITY POLE CB❑ = CATCH BASIN = DRYWELL = FIRE HYDRANT wv D4 = WATER VALVE © = ELECTRICAL OUTLET �—�--. = GUARD RAIL = EDGE OF WOODS = TREES l5z- -moo 02 a N 1-Iz �ploll', S 4s N1 loll, jillig IN125 s o C Cq e� a� o� z ' z 0 W 0 a � At� (D z �nl W In V1 b �d r � b� 9 W m N � � DeW MARCH 2A, 2002 Scale r-4a S-1 ( IN FEET ) I inch = 40 ft. SH T 1 OF 1 D498 VG. NO. 01237 ,V ' F+ N r V) oil c i W tN w WU rorn4JvW " r \ o o o o U Wu " off � 0 4- owr "' oz1. tA ASP roro 0)4J 4) a)..V c W > 0 0 � � • C0.iNWr 'A'No1 'UCwQ1U � � ar.U'ro -0 rG LL• � ('"" +�. ..J a G7 ,J( N N LL pp�. CLO o o 03 00 U S.•r !, Q0Wla, la. 2: U zJ9 A pllll�Ill�lq r IIIIIIIIIII(II ENVIRONMENTAL DESIGN PARTNERSHIP,LLP October 28,2002 Richard E.Jones Associates,Architects 339 Aviation Road Queensbury,New York 12804 Attn: Dan Grant Re: Prospect Child&Family Center Septic System Completion Dixon Road Dear Mr. Grant: This letter is to inform you that the installation of the septic systems by Don Kingsley Excavating,at the above referenced project,have been completed. Our office observed the installations at various times and we completed our final observation.on October 4'. On October 9ffi,-we forwarded a letter to Richard Jones that identified two issues that were brought to our attention during the installation. I've enclosed a copy of that letter for your review. Based on our last observation,the system was completed with the exception of the topsoil and seeding. These items were to be completed by the general contractor. The Environmental Design Partnership performed observation of the installation and testing of the system. Based on our observations,I hereby certify that the system has been fully completed,with the noted exception,in substantial accordance with the approved plans and specifications. Please contact me should you wish to discuss. Very truly yours, N P I ko Charles D.Baker P.E. Associate CDB/cb/j onesdixpayment Cc: Don Kingsley Larry Gouge 900 Route 146,Clifton Park,New York 12065 phone(518)371-7621 -'fax(518)371-9540 V1 ro Cr1 �7 n H N x ro n H N q r a x H H H " H M H H y z 0 X 0 r w z 0 0 z g z z z H H H �1 0 ►� C O r q0 C H o ro ;� r m m n N z O H g m ro C q C m > m m H O r r H H H M x a M H H z +H P. ro n n n O M a a z a a z H H z H rn z 0 H H t� q 0 0' 0 0 0 0 0 0 z 0 z •• N C > 0 0 H 0 H C 0 H ` ,z � � ro ro 0 > x 0 0 ro C n C� C� U1 H CsJ rn z r 0 C z qi n �s � haaarcn � x � r� �, ►� cyH � , : � .nA ►� t� n m cn z > H z z C nroMn n � 000 prn+ � O m �' � 0 � � can M © r > n �3 H cn H r O to C x z G C 0 ozrxs� or � c� o rsn r m H � x 0 q n H cn cn r x ro N [ C z Csl ro '� W H CS H H a H ro 0 H ro H H C 0 r !0 0z m C r n r z m r 0 H H 0 n z rA va s z z 0 • ► '� N I H y M 02 LA� C N�+ z 0 y w o HA f C;'CH .00 z►� l�C "roz H N�Mm ro "mro U) co pC c a% ro ° 0� a � Office Use r''GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Communio)Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPART pm Notes: (518) 761-825b Inspector's Initials NAME: Pq,-5 Pea�-r PERMIT# 0'ZI- LOCATION: -Dix INSPECT ON(date): LO fit TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS tt,00tings/-Piers V, Monolithic Pour Form Reinforcement in Place ICL 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 Foundatiori/Dampproofing_ Backfill,Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent FramingJack Studs/Headers Bracing(Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation t,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firest oppmg- L:\SueHemiligway\Building.Codes.Inspection.FORMS%GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road L, '-?Damlpm Queensbury, NY 12804 ARRIVE am/pm: DEPART Notes: (518) 761-8256 .Inspector's Initials NAME: 1 ��y�C��t_� PERMIT# LOCATION: L{�Aj relp_ INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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/D ampproo fang Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers _ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Pe tration Sealed I d/ F. e Wall 2,3,4 hour irestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbur); AT 12804 ARRIVE am/pm: DEPART if am/pm Notes: I - (518) 761-8256 Inspector's Initials NAME: iORCX2 :57- PERMIT# OZ-75-1 LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating R6ugh-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Se?aratiionl 2, 3,hour Pen p!�a 0"Sealed F e all 2 3 4 hopr irestoppin t-/:F--�l L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT /> rInspector: Ready it time:- Town of QueensbuYy L OC-N"- Dept. of Community Development Request received: Meet: Building&Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART m/pm Note (518) 761-8256 Inspector's Initials NAME: �(�Wrc/A),W-pv,�- I CE r PERMIT# a�c�o� —7 J7 LOCATION: /f en, � ' INSPECT ON(date): Lo'L TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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/Dampproofmg Backfiil Approval ` Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing *eating Rough-In sulaton m ae++ Pk ... Foundation Walls Interior R- Foundation Walls Exterior R- Floors R Walls R- Ceiling R- Duct work or piping in. unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour P enetration Sealed ne Wale 23 �;4 lion N66a /4�'J l L:\.SueHemingway\Building.Codes.Inspecdon.FORMSIGENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: 3 Pkq Dept. of Community Development Request received: &'—"� Meet: Building& Code Enforcement At time: 742 Bay Road Z;- Notes: Queensbury, NY 12804 ARRIVE amlpm: DEPART amlpm (518) 761-8256 Inspector's Initials NAME: PERMIT# 2-00 2--75-7 b �j INSPECT ON(date): Z,LOCATION: &A d6 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form- 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_ Backfill Approval Plumbing Under Slab -( lambing Vent/Vents in Place P Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin L:\SueHemingway\Building.Codes.[,nspection.FORMS\GENERAL INSPECTION REPORTAOC Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: :3 Dept of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE amAp n DEPART amlpm Notes: (518) 761-8256 Inspector's Initials VOPP" NAME: cc) PERMIT# --7S 16 2— LOCATION: INSPECT ON(date): (�/o TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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 Reinfordernent in Place Foundation/Dampproofmg_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- roper--Vent Attic Vent 0 -1—AJ T j -�rami T.,t Jack Studs/Headers BracingW/Bridg' Joist Hangers Jack Posts earn ier Fir-e-FS—eparati 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemingway�Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doe 3 pm— Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: 1000a Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE a m.. P �am m Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# 7 LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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/Dampproofrog Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- .,Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing(Bridging— Joist Hangers Jack Posts/Main Beam A it Infiltration Barrier v';F'ire Separation 1,2,3,hour �cw— t�-kv- Penetration Sealed vAre Wall 2,3,4 hour Firestoppm* g---- L:\SucHemingway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT.doc -IrOWN OF U B FU Bull-DING C ENFOR- CRREYyM ENY 7� BCy R"aa Qu - s& uryIIL2004 SEPTIC DISPOSAL SYSY XNSPECF ION Namen2'i [cam - V Perm-DaDate /0 Pe SOIL TYPE: Sand- Loam-Cl a_y- P,e- sul -ts of Pe- r-cola-tican Te-s-t- ( 1 -F applicable ) Ra-tk---M-in lCezInch -TYPE OF SYS-rEM= ABSORP-l-YON FIELD: Total Length Length o-F each trench Dep -th o-F -tvenches Size of stone SEEPAGE PI,1rS : NumBer-- Size - -f-t x -Ft Stone size PIPING: - Size Type Bldg . to -tank- Tank.- to Dist _ Box Di st . Box -ta F-f el d P Upert-F riffs Seal ed ? Yes No Fra-,--t i al EOCAT-IONZSEPARA-Tl� Foundaft-lon to Tank feet Founda -tion to Absc)-r-p -tion Se-pav-al;lan o-F P -it--s 1::,e e--t Can-For-ms as per P1 of P1 art No 1LOCA-1-ION OF SYSYEP4 ON PROPER-rY: ( ci Y-cl e- one ) F r-o n t ��-t�S 1�de �- �R i Cag—a!Er-- e-F 7 t CX m- -f ara"T M 1 d d I e- r o n 7 h t Side 1COMMEN-FS SYSTEM USE APPROVED YE P C-1 Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received:ja 3 Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/ DE Rr am/ m Notes: (518) 761-8256 Inspector's Init NAME: /JAG C C=t� PERMIT ff c� 0,o-- LOCATION: C INSPECT ON(date): TYPE OF STRUCTURE: 1- RECHECK N/A YES NO COMMENTS Footings/Piers ��- Monolithic Pour Form 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/W allpour Reinforcement in Place Foundation/Dampproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R- P o Vent,Attic Vent Fra ga \A1V � ack Studs/Headers BracingBridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspcction.FORMS\GENERAL INSPECTION REPORT.doc A-ryi _FOWM OF QUEEKSBURY - I BUILDING- &--CODE ENFORCEMEWU 74Z Bay R"aa SEPTIC DISPOSAU SYS-TEM ZNSPEC-rION N am te Location Da -to '101301 Q -:?-- Permit iv SOXt_ TYPE: Sand- Loam-Cja_y- FZe--st'l is of Ptev-cola -tf on n Te-s-t- ( I -F applicabIta- ) Rate Inuttea-Z c- h -TYPE OV SYSTEM rlg_th ABSORP-rION FIEUD : Total .ng�th Length a-F each trench Depth o-F trenches Size O-F stone SEEPAGE PI-rS : N urn YI_ Si z --- - -F-t S -tano si-zt--- PIPING: Si z C-_ Type toBldg - o yank- -to P4 No p a r--t 1 al JLOCA7FIOMZSEPARA-F3r Founda-tion -to Tank -fee-t Founda -tion to Absai-ptian -Fe e7t Se--pal-a -tion of Pi is -Ft--,c---t Con-Forms as per Plo-t plan eoY e;:A No LOCA-UXON OF SYSTEM ON PROPER-ry_.____ ( ci r-cl e- Fr-ont - CReN!P_ ,Eii-_ - Le-f-t Side - Right- Side Middle Front Middle "Rear- iCOMMENI-S 43' e*- SYSTEMS USE APPROVED= YES NO A r-r-I%f 49cf= -L .................... Dc--p as irtteed r_I 11-OB-02 17:40 RICHARD E. JOKES ASSOC. ID=SI87S32223 P.OT Richard E. Jones .Associates Architects-Environmental Planners 339 Aviation Rood Queensbury,NY 12804 Telephone(518)793-1015 Flax(618)793-2223 e-mail:4ones0rejoarchRects.com a x M- To: Dave Win Bulldtnq Inspector Town of Queensbury(Fax:745-4437) From: Richard Jones Richard E.Jones Associates Date; 10/23/02 Re: Prospect Child& Family Center-Dixon Road Apartment CC. File;Tom Albrecht(Fax:793-0338) Dttive. This-memo is to inform you of a change mode to the footing size indicated on the'DrcpMngs. The plans had originally shown footings 8"x 16" and 10 x 16". It was the intent that all footings be 8"x 16"in size and the contractor has completed all footings at the correct size. 1t you have any questions regarding this change please contact me. Sincerely, i Richard done P:101 -Projects120001001 Megulatory AgencyWax-footing clarification 10-23-02.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Notes: Queensbury, MY 12804 ARRIVE-am/pm: DEPART am/pm (518) 761-8256 Inspector's Initials NAME: PERMIT LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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[Dainpproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing-_ oc Heating Rough-In Insulation Foundation Walls Interior R- vFoundation Walls Exterior R- 10 Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemingway\Btiilding.Codes.Inspection.FORMSkGENERAT,INSPECTION REPORT.doc of✓»/ Office Use -GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: `/ /Go/0 Meet: Building& Code Enforcement At time: 742 Bay Road ,�-� Queensbury, A Y 12804 ARRIVE am/pm: DEPART f-�Z'�any/pm Notes: �r (518) 761-8256 Inspector's-Initials NAME: Qr, V nJe r 0 Qo PERMIT# . 1?1— 7,5 LOCATION: INSPECT ON(date): 4� TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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 Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing 44a ough=�"�slntcMriorR- � o .�oundation W Foundation Walls Exterior R- Floors R� Walls R- Ceiling R- Duct work or piping in unheated spaces R- °1��r�� ant,A 'c Vent Jack Studs/Headers Bracing/Bridging- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier. Fire Separation 1,2,3,hour Penetration.Sealed Fire Wall 2,3,4 hour Firestopping L:1SueHemingway�Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc 0�It) Office Use GENERAL D4SPECTION REPORT Inspector: k-OL— Town of Queensbury Ready at time: Dept. of Community Development Request received: 3W-1-62- Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE-am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials 4(-/ NAME: " t Caj PERMIT# LOCATION: Y/CXA-. 0 1 INSPECT ON(date): TYPE OF STRUCTURE: C6 V.ffeZ&j RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. 0 aterials for this purpose on site st Foundation/Wallpour 7- Reinforcement in Place -X-Foundation/Dampproofmg_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers—Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppi g L:\SueHemiiigway\Bttilding.Codes.Inspection.FORNIS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: k+-r(-, ,4 Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE Notes: (518) 761-8256 Inspector's Initia NAME: PERMIT# OF- 75�7 LOCATION; INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMME S Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing f r48 hours following the placement of the concrete. aterials for this purpose on site out Foundation/Walipour Reinforcement in Place Foundation/Dampproofing- Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-hL____________�_ Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Coiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers-- Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Btiilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE amlpm: DEPAIR7Z"3 amlpm Notes: (518) 761-8256 Inspector's Initials R C NAME: PERMIT# - 76 LOCATI q ON: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES N JOMMENTS ot. gs/P ers Mono i c our Form �0,01 7- Reinforcement in Place t/ The contractor is responsib,e Ar providing protection from freezi for 48 hours following the placem of the concrete. CO Materials for this purpose on site lo Foun dation/Wallpour 0 In 8 ler otm=qo�no I�our Form V e M61 Reinforcement in Place Foundation/D amppro ofing Backfill Approval Plumbing Under Slab 7 Plumbing Vent/Vents in Place Rough Plumbing K C) LV) Heating Rough-In Insulation Foundation Walls Interior R- Foundatio n Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppmg- L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doo 7 L s3Q4N1�YD�ANT � 2 • M J J J M 0 SITE PLAN —OVERALL NCALLED am ELEV.=P314.�' NM�- f--.f BY: VAN DUSEN t STEVES Y O =WPC c� * 0f TOWN OF ,l JUi 1 I w$via G? r o `1_ BUILDING & C E T• = do�O,REV{EWED 8Y o1 0a w o uW- DATE � t 2 6 P yy 01 o m=cpk N Lu r �j jOYI<iv Cc Qt,1Ec1t%JRY BJILCiNy !'!:":MMqNT c< y _f on our limited EzarrJr;.,tion, �/ o zf co;�:zliance wibl our commeni, shall Lu a not be ronwrued as indite the z _ I plans and specifications are inO U � compliance with the we. NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER NOTICE Z �0) FOAM INSULATION MUST BE COVERED � Lu BY A 15 WliNUTE THER►vtA ,y-R Z w 00 CL U N Y w � O > _! �QW Stvinwr 1il Trn. ,fir r } 'RFD BEDROOMS, uj A: �S Q F OOR LEVEL < D Qf DEL,­_i_a SMOKE U co Li .;, �(;L� ul 11� 1 t.J11i1/IY(YCIV ON qLL (Fyn w = z w 0 cf) 0 z J U o Q DLu o- GOC n ocf)z 0 oc Ox I-- z a- 5 in SITE DEVELOPMENT DATA AREA/TYPE EXISTING SQ. FT. PROPOSED SQ. FT. TOTAL SQ. FT. BUILDING FOOTPRINT 0.0 4.119.8 4.119.8 PAVED AREA 0.0 1.311.0 1.311.0 CONC AREA 0.0 1.482.0 1.482.0 TOTAL NON -PERMEABLE 0.0 13438.8 13438.8 PARCEL AREA 149J68.0 0.0 199.I1.8.0 PERCENT NON -PERMEABLE (TOTAL NON -PERMEABLE/ PARCEL AREA) 0% �,g% 4.8% SR -IA ZONE SETBACK REQUIREMENTS REQUIRED EXISTING PROPOSED FRONT 30'-0' - SIDE YARD (1) 30'-0" - 82'-2" SIDE YARD (2) 10'-0" - 340'-0' REAR YARD 20'-0' - 200'-0" HEIGHT 40'-0" - 26'-0' PERMEABILITY 50% 100% 93.2% SEPTIC SETBACK 200'-0' - 200'-0" No. OF PARKING SPACES 4 0 1 SPACES INC. I HC. SPACES SITE LEGEND M M w = = = = • STORM DRAIN CNlF O • CAPMD IRON ROD FOUND UTILITY POLE IPF O • IRON PIPE FOUND - O ' EXIST. CHAIN LINK FENCE E UNDERGROUND ELECTRICAL IRF O = IRON ROD FOUND ° • EXIST. HOOD FENCE W UNDERGROUND WATER LINE CI! ❑ - CATCH SABM x EXIST. WOOD t WIRE FENCE G UNDERGROUND GAS LINE TEL O • TELEPHONE PEDISTAL ' NEW EDGE OF WOODS 102.5 NEW SPOT ELEVATION D4 • HATER VALVE �� ' EXIST. TREE LINE IT • HYDRANT T.O.F. - TOP OF FRAME 100 NEW CONTOUR -Q- . SIGN ( ETR > ' EXIST. TO REMAIN ---------- 95----- EXISTING CONTOUR • TREES m • DRY�II EXIST. LIGHT POLE M ' ELECTRICAL OUTLET GUARD RAIL PROPERTY LIKE fi cn _� U cn a� 0 c U, c Q CL 0 W N (1) a) 0 0 -� }- u0 0 v co L1J w z01 T iv I C 0 � � � } O 00 � U -Q LO Lo � a)N U u co f) o x CL/ Qco0a li 04/11/02 OOIs DM sill NUT AT POINTING CROW ON HYDRA? ELEV.-384.11' M -v G 5'7048 28"E 115 DOS• .z__ TF-382.18' (NV=380.18' F= EXIST TREES SITE PLAN —LAYOUT t PLANTING.: IM _ 20,_0„ CALLED NORTH SITE PLAN GENERAL NOTES: A. ALL AREAS DISTURBED BY DEVELOPMENT SHALL BE RECOVERED W/ A MINIMUM OF 4' TOPSOIL, SEEDED AND MAINTAINED UNTIL A HEALTHY STAND Of GRASS IS ESTABLISHED AND ACCEPTED. s1. ALL AREAS PROPOSED FOR SEEDING SHALL BE HYDRO -SEEDED UNLESS OTHERWSE APPROVED BY THE ARCHITECT. SEED MIXTURE SHALL BE AS SPECIFIED, t3. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL BE DELIVERED FREE FROM INJURY, INSECTS DAMAGE NIFESTATION t DISEASE. PLANT SIZE AND GRADING STANDARDS SHALL CONFORM TO THE LATEST ADDITION OF THE AM MAN STD. FOR NURSERY STOCK. s4. INTEGRAL CONC. CURB REFER TO DETAIL I SP. 4 *6. PROVIDE HANDICAP SIGN AS PER DETAIN. 5 SP.-4 =i. CONCRETE WALK AS PER DETAIL 4 SP-4 3 3 3 3 m PLANTING SCHEDULE SYMBOL COMMON NAME SIZES JC AINIPER COUIINAR W TO 24' BB BURNING BUSH UY UPRIGHT YETI W TO 36- SM MAPLE SUGAR 3' CALPER PARKING REQUIREMENT USE Room DELL 4 08. OCCUPJ CD MR WT- 4 4 SP 2- RES=NT LVLOYMS e) MP NIT- 2 2 SPIMS HANDICAP Ia NVAL 1 Spot BM $2 R.R. SPIKE IN UTILITY POLE NM-31 ELEV.-314.08' E E E E E DIXON ROAD W G G G G 6 G G S29045'29'E -� AREA 199J1 8 sq.ft. -4,S7 acres SITE LEGEND NEW BUILDING m m m m m m m- STORM DRAM CIRF O - CAPPED RON ROD FOUND = UTILITY POLE IPF 0 - IRON PIPE FOUND O - -- � EXIST. CHAIN LINK FENCE E UNDERGROUND ELECTRICAL IRP O - IRON ROO POND - EXIST MOOD FENCE NEW ASPHALT PAVING N UNDERGROUND WATER LINE CB ❑ - CATCH BASH X - EXIST. ROOD I SIZE FENCE G UNDERGROUND GAS LINE TEL0 - TE+pW �TAL S appopp - EXIST EDGE OF WOODS AREA OF CONCRETE SIDEWALK wv 102.5 NEW SPOT ELEVATION - WATER VALVE -- - EXIST. TREE LINE - HYORW T.O.F. - TOP OF FRAME - - PROPERTY LINE 100 NEW CONTOUR - SIGN l ETR) - EXIST. TO REMAIN ---------- 95----- EXISTING CONTOUR - TREES @ - DRYNELL '--� GUARD RAIL - LIGIiT FIXTURE EQ - ELECTRICAL OUTLET Y of JK 0r00 Lu ul 1� Ul bH o_ � In v> J' AL z 0 LLJ z � �Z�LLJ F_ CL N z Q CL U Y --� LLJ J cc O n > H — C�3 Z�3 cr_ LL. Z � D <�c o Lu U _1 Z Q _ = W _1 0 I gCUn WHO z <w� o- D a_ c n U) z � o0ox z 0- o U) U a� 0 C U Iq Q °- 0 U) � a0 O N � C— 0 0 0 0 ce) _ L1J C w 0 N z �;� N N i 0 �N L o� ce) 0, oC N U co s< �� U_ u o' a) 0 x CL/ Qco0a- li 04/II/02 SP-2 001 s BM #1 NUT AT POINTING BROW ON HYDRA? ELEV.-384.11' M 4 0 SITE FLAN —GRADING UTILITIES I" = 20'-0" CALLED NORTH CIRF O EPIC O IRF O CB ❑ TEL 0 C4 Y � Q - CAPPED IRON ROD POUF - IRON PfPE POUND - IRON ROD POUND - CATCH BASIN - TELEPHONE PEDISTAL - HATER VALVE HYDRANT . SIGN - TREES . LIGHM SITE LEGEND NWI WAMV. m m m m m m m. STORM DRAIN cQj - UTILITY POLE `< k E UNDERGROUND ELECTRICAL -- 0 -- — - EXIST. CHAIN LANK RNICrE WE PAVING EXIST. WOOPENCE S UNDERGROUND IIATER LINE �_ x ----- - EXIST. GOOD 1 S'IRE PBMCE G UNDERGROUND GAS LINE �. AREA OF CONCRETE SDEIIALK ppppnp - EXIST. EDGE OF rf000S 102 NEr SPOT ELEVATION EXIST. TREE LINE PROFSIRTY LINE T.O.P. - TOP OF PRAHE _._.; SLT FENCE - Z.J � MEN CONTOUR ( ETR) - EMT. TO REMAIN STRM OALES 0 SEALES. - 95----- EXISTING CONTOUR •—+---• GUARD RAIL ® - ILACTRICAL OUTLET IKl. STW BALE D BP1 #2 R.R. SPIKE IN UTILITY POLE NM-31 ELEV.-314.08' E --"'— E E E E_,�---- c EROSION CONTROL NOTES: NOTE a EROSION Gt SSPP'OIR URBAN EROSIO'MOL MEASURES N a SEDCONTROLTWTH ASH LLL BE NASITAINED THROUGHOUT CONSTRUCTION AND UNTIL AN ADEQUATE STAND OF LAM? IS ESTAOLISIED. NOTE h = CONTINUOUS STRAIN BALE DICE AS INDICATED ON THIS NOTE p PROVIDE STRATI BALES • 2(7-O' MAX DISTANCE ON ALL SdALES. � < a SITE LIGHTING (DES TY I G)-I FOR LIGHTING TAG DESCRIPTION VOLT. IIATT. LAMP. MOUNT. REMARKS. POLE PROGRESS M443-31 1 T POST LANTERNS 120 100 INC. MTD. V P9312-31 POLE MLACK) K BOLLARD 120 ON CONC. 40 INC BASE PROGRESS PS313-31 BOLLARD W/ P6206-31 LIGHT (BLACK) I-- zLu W e� W ZCC Lij o f-- CL U N -i jO li 3 46 z w U. 0 0 w 0 m Q z Lu w 0 �Ua, 1 �- z CW � <wo o�°C o � z ° z 0- o V) U 4� U a� 0 W U) c �t Q 0 o °o N � E 0 0-0� �' 0 N W Wo Q� �, Z T (0 N N C o N ce) O, — — CO L N 0 U 1 ry L- Qcoa12L.L ce) 3 c a oNani02 3 EXPANSIONJOINT. Y qt N_ qt CO p�L JOINT. T /4• EDGE. SEALANT �i i V4 RT ED«.i R.TOOLED �'Co ES W1 WUz yr PREnoLDEo cowTRa Jr. SNNERE NALK B PERPENDICULAR �• TO CURB. NES ASPHALT � r 1 { !ft 1il ��(il r 3,-O' 1. PAVEMENT ` �' t I �1ii{:I ' 1 16 i ili I M f jj HANDICAPPED PARKING SIGN �O MIN. 4' THK . CONC. BALK N/txc-1.48xL4rWIP. �t th 4({f Intl{ 1, 11, <;:, I I ! � , (. �i, � I �'.I I �� f lij l �'I lii ® MODEL :n214G5 BY SETON OR o f- � a� �! A,— � Q � r RADIUS i I I `Ii 1 f { ';i1if����;{i ! jj,: i11�� �� I � I�lil�1}tail{� � APPROVED EQUAL. <- ui MAX. SLOPE: ON. CONC. SALK �ti;u�tif � 1 �.,� I: � (� (( ��I t Lh1 ,I i 1 II �I!� ��l 11ili�lVt I ' it'•+. 12' X le' REFLECTIVE STEEL 'a � b � ►��� � ►► RAMP V12 — O I V7 EAR COURSE .i I,`i;jii I ' i r', 1 i� t :L a ;, ,�i: F j t t w VARIES (NYSDOT TYPE 0 FLARE VIO TOOLED EDGE V1' RAD Npl HGH TEXTURED BROOM ► PLAN CROSS SLOPE - Vr TO V4' T LONG BAKED ENAMEL SIGN POST - FINISH PERPENDICULAR V ." •. . MR FT MAX 6/I' PER FT) EXTENDED INTO GROUND 2'. TO SLOPE J ' � ; i '•� i , � i I i v.�: ] V2' BIIOEII COURSE MODEL S 31024 BY SETON OR APPROVED EQUAL. APPR E , ,, -- -� .- . MYSOOT TYPE 3) ' FJ�ANSION JOINT. 4' THK REW. CONC. SALK yr TINK JT. FILLER !I/ SEALANT L48 x L48 rIIIF. GRADE $' COMPACTED BASE COURSE I V4' R TOOLED EDGE. ALL SURFACES, COURSE (NYSDOT TYPE T) CONTROL JOINT. V7 D. TOQ= JOINT NO TROEI MARKS COMPACTED SUBBASE ! V4' R. EDGE C TINK VVISOLATION ATWK. JT FINER V SEALANT BASE CR5. 9 VERTICAL &MACES. 6/0 RAMP FLUSH TO PAVEMENT. CONC. CURB 1I 'I u FLARE CURB TO MATCH RAMP. STOP REIN!'. 4' F.II SOE Of JT. SECTION ( RAMP DETAIL (PLAN) 2 INTEGRAL CURB DETAIL 3 PAYING DETAIL 4 CONCRETE WALK DETAIL s HANDICAPPED SIGN DETAIL SP-( SCALE: 1/2'- I'-O' SP-( SCALE: 1'- 1'-0' SP-( SCALEE: 1/21- r-O' SP-( SCALE: I/2'- i'-O' SP-I SCALE: 1/2'-1'-0' BACKER RAILS - Z 34 NORTHERN FWENCEgiI NORATHERN WHITE CEDAR. SAS. WHITE CEDAR, 3 1/Y WIDE, SAS) w •- r .CC 4'xf SOUTHERN YELLOW i PINE POSTS, SAS W/ 00 � :r DOG-EARED TOP N CL � Y 3' SHREDDED BARK MULCH PAVEMENT TOPSOIL ! SEED SLOPE T/O PER BACKER RAILS - 11J > J 0 34 NORTHERN FINISH OM CEDAR. SAS. }- GRADE in 3' HIGH SAUCER COMPACTEDMU ;,I z w NOTE: W u- Z *, ALL TREES 3' CALIPER v / UNWTUIRBED SOIL Nr DIA. CONC. PI AND LESS SHALL BE >- _f AMENDED PLANTING L EA. VERT. POSTSTAK USINGE3 AS STASHOWN cc ' SOIL P8°E SIZE AS REQ'D. W Q REFER TO SITE FLAN. 0 V J r PIPE BEDDING MAl ERAII FINE Z Z W = W SAND OR GRAM W i -O' I^-O' W F— Z CC V Q MIN. ; , r, J RUBBER HOSE D � cc 0- c SHRUB PLANTING DETAIL TYPICAL PIPE BEDDING DETAIL e STOCKADE FENCE DETAIL (AFSCO OR EQUAL) FRICTION GAURO cn ZO Lu SP-2 SP-2 I— SP-I SCALE: vr- r-0' smL. vr- r-o' SCALE: vr■ r-o' 0 � X Z — 00 GUY WIRE 0— 0 FINISHED GRADE ------------- n�^ ' 3' DIA. CEDAR STAKES W TT� 8' LONG 3' SHREDDED BARK U VALVE BOX MULCH O (TELESCOPE) c AMENDED PLANTING SOIL � 3' HIGH SAUCER Q 0 M.J.co ANCHORING TEE 3'-0' LANDSCAPE BUILDING LINE U W � 4 EDGE EXISTING MAIN ~', ` C 0 DECORATIVE STONE EXTENDED TO GRADE STANDARD V M.J. GATE VALVE THRUST BLOCK ` , O 0 - i - Lo p IIIAI , NATURAL STONE -PEAGRAVEL- —� O z PRE OF CLAY. SHALL I ORGANIC MATTER MAX in S/8'. Z > � r- N � C � N W C Z O1 N o ' I 1, o' N � i � FILTER FABRIC ALL AROUND i i D c0 01 N 1 T r 92 CRUS4ED STONE CONFORM TO NYSDOT U > `. _ � ( Sys 103 UNDISTURBED SOIL TAP UNDISTURBED SOIL Q C to COURSE AGGREGATE U Q` Q X u WATER SERVICE CONNECTION DETAIL 12 TREE PLANTING DETAIL U _ Q � 0CL_ to SP- SCALE: N.T.S_ SP- SCALE:1/7- r-0' q NOT USED io INFILTRATION TRENCH SP-3 SCALE: 1/2'- 1'-0' $P-Z SCALE: 1/2'- 1'-0' PIPE 2 POLYETHYLENE OR BUILDING PAPER TO PREVENT CONC. FROM BONDING TO PLUG AND HARDWARE THUS FACILITATING FUTURE REMOVAL. OL/11/02 THIS BEARING AREA = DETERMINED BY SIZE PIPE 1 v OF PIPE I- - • z W J LTFI 3,000 F'SI CONC. �-- �L ENGTH 3.000 PSI CONC. THRUST BLOCK THRUST BLOCK LENGTH " 3.000 PSI CONC. THRUST BLOCK THIS BEARING AREA DETERMINED BY SIZE TEE BEND of PIPE 2. TEE WITH PLUG 13 NOT USED THRUST BLOCK DETAILS 0015 SP-3 SCALE: 1/2'- 1'-0• SP-3 SCAL.l: N.T.S. �. MAPREMBENCES! — LAYOUT 1) MAP F_N71Tt.D: "PROSPECT CH11 ASIPREPARED BLY CENTER M RICHARD E. JOINESCASSOCIA SNARCHITESTS — ENVIRONME+TA - ATED APRIL PLANNERS. 5, 2002 MAP EN Tr � ' ' D: "PROSPECT CHILD do FAMILY CENTER MUL 77—UNIT RESIDENCE S/ TE PLAN —GRADING do UTILITIES SHEET SP-3 ; DED APRI 5, 2002 AS PREPARED BY RICHARD E. JONES ASSOCIATES ARCHITECTS - ENVIRONMENTAL > -m"T ac • i 'fit: J..`.SZi.17.iL+- r,p aao DENOT'3 PROPOSED TOPOGRAPHIC CONTOUR 'I 373 DENOTrS EXIS77NG TOPOGRAPHIC CONTOUR DENOTiS POWER POLE O. H. U. L. DENO T,5 OVERHEAD UTILITY LINES TyP. DENO 1 i5 TYPICAL ,'� l'" i s •P. T.DENO i t S PERC TEST T.P. DENOTIS TEST PIT G. V.DENOTI S GA 7E VALVE D-!. DENO S DROP INLET ,. MIN. DENO'iS MINIMUM tt ,E x M1 '` . • E.O. W DENO'' 5 EDGE OF WOODS �I ?EST P/T LC' ` ' • r ' ` TEST PITS LOGGL) By'CHARLES D. BAKER P.E. '• , ttdi ADTE OF TESTS, MAY 9. 2002 i 1 WEATHER: OVERi4ST AND RAINY .: 9A x his ` •A+ 'T 7FS% PiT Nd• ,iPit TOPSOIL MANY ROOTS ' s» ' ' ' • • O" _ 13" FIE SANDY LOAM OWN MEDIUM/FINE SAND • + '�� oe , ,r 13" — 29" Ll " IT BR 29■ _ gg' LIG, T GREY MEDIUM SAND WELL DRAINED NO EVIDENCEOF WATER OR IMPERVIOUS LAYER SITE LOCATION MAP SCALE: 1 = 2,000 O" _ 14" r iE SANDY LOAM TOPSOIL SAND OP OILSAND 14" — 30' LIGIT BROWN MEDIUM/F7 NE 30" — 64" UG r GREY MEDIUM SAND WL-L DRAINED NO EWDENCE OF WATER OR IMPERVIOUS LAYER P.P. h h h M SEPTIC SYSTEM GRADING PLAN SCALE: 1" = 20' 380 — PROPOSED HOUSE 375 — 370 — 32'-0" (6) TRENCHES ® 6' OC TYP. r _ 4' O" r n G 2' WIC;E BY 45' LONG SOIL /ABSOf:PTION TRENCH (TYP-) 378f FINISHED GRADE (TYP.) 377.0 376.2 0 0 0 SEE NOTE EXISTING GRADE (TYP.) SOIL ABSORP11ON TRENCH BO TT(M = 374.7t TYP. 4" PIPE INV. = 375.2f TYP. FILL MATERIAL IN SEPTIC SYSTEM LOCATION SHALL BE CLEAN SAND WITH A PERCOLATION RATE IN PLACE OF 2-5 MIN/INCH SEE TECHNICAL SPECIFICATION FOR ADDITIONAL DETAIL 0-�is TION A-- A CALE: VERT. 1" ," 5' HORZ. 1 "� 1o' NOTE: DUE TO FAST 188" of NATURALEIN EX13TING MATERI L UNDER SOIL, PROPOSEDTSOIL SHALL REMOVE 1 ABSORPTION TRENCH CLEANO AND FILL WITH � N�NI PLACE SO BE REPLACED WITH PERCOLATION RATE OF 2-5 MIN/INCH. SEPTIC SYSTEM SCALE: 1 " = 20' LAYOUT PLAN --- P.P. O.H.U•L------ (8) WIDE SOIL ABSORPTION TRENCH S PLACED 8 ON CENTER. TYPICAL. (S DETAL) 4" PERFORATED PIPES TO B HDPt SDR 38. TYPICAL. / ' 2 CISTRIBUTION BOX. ITYPICAL SEE 'DETAIL) ` 4" SYLID HEADER PIPES PVC SDR 3 (GREI.N PIPE). TYPICAL l F+'snN nZ /l c 'tic J / I 12 6 LF 4" PVC SDR 2( 1 \ AT MIN. 1X PITCH ZABEL FILTER CHAM6'R, \ TYPICAL (SEE DETAIL) 5 LF 4" PVC SDR 2C 1 AT 1X DITCH. TYPICAL. 1200 GALLON HEAVY .LITY PRECAST CONCRETE OPTIC TANK. TYPICAL (SEE 10 LF 4" PVC SDR 25 AT MIN. 2% PITCH, T'i•'ICAL 3 o• ,1 1 W O O D S \ \ 31da 38nIV alS <i wel2elp aql uo pol I.as saoue}sip 941 painseaw lgieuosiod aneq I legl juasajdai osle i •luawnoop stgl uo umogs ova `saoua `saaa� 'sl;arn 'sasnoq se Bons s}oa(go 11e ',o aouap!Aa Mes I anailaq to `paruasp jo uaas Wq 1,, II! / Z O Z o O w � � � Z Z o Z I— w { o L� E w V) z°°= �-- cn t STRUCTURE TO BE BA WITH BACKFILL MATERI (TYPICAL) NOTE: PROVIDE ADDITIONAL A EXTENSIONS AS REQUI TO MEET FINISH GRAD 6"0 INV. IN= (SEE P6) CAST IRON FRAME & COVER SHEET) 4tlU LtiS. ACCESS EXTENSION NOT TO SCALE 6"0 NV. OUT= SAME AS INV. IN ;SEE P6) ACCESS EXTENSION ON ROUND SLAB WITH 1" SO. 3UTYL ...,o3CID SEAL JOINT ON BOTH ItSIDE AND OUTSIDE WITH NON -SHRINK GROUT. PLACE STRUCTURE ON Znl � . 3" MIN. 6" DRAINAGE FILL 236 LBS. FULL ROUND SLAB —NO PLUG NOT TO SCALE 5" lO.D. 4-1/2" I.D. 1 1-3/16" --� 3-9/16" 16" INSTALL THIS 11-3/8" 0 —� FILTER IN ACCESS EXTENSION THE ZABEL MULTI —PURPOSE FILTER DIMENSIONS: CONCETE: 4000 !SI REINFORCEMENT: ASTM .615-GRADE 60 APPROXIMATE DIMENSIONS ARE SHOWN ABOVE. STANDARD ASTM 4185-GRADE 65 FILTER SPACING IS 1 /16" WIDE. PROVIDE COMPACT UNIT ENTRAINED AIR: 5.0%-!.0% WITH 198 FEET OF FILTERING CAPACITY. INLET OPEN ACCESS EXTENSION ANf FULL ROUND AREA IS 19-3/4 CU. IN. SLAB SUPPLIED BY FOR MILLER CO. OR APPROVED EQUAL TOPSOIL FOR SETTLING TOP OF AGGREGATE TO BE WITHIN 6" 12" OF SURFACE N RAKE ANY ' SMEARED z O� TRENCH WALLS r66776 m O 24" CRUSHED S EARTH BACKFILL O 2'MIN O EARTH BACKFILL JOINT O TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIIC OR UNTREATED BUILDING PAPER OR STRAW 4" PVC MIN. HDPE SDR 38 (TYP.) GROUNP'WATER BEDROCK 3/4" TO 1 1 /2" ? OR IMPFRVIOU� LAYER CROSS SECTIONAL VIEW LONGITUDINAL VIEW TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC UNTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE OR 4" LAYER OF STRAW O - I —II ® Ord O OD — O 2" MIN. 01-7 FLOW --► 0 0 0 0 o o o o o o o o o o o o 0 0 0 OFs PROVIDE CAPS Op O 8 ON LINE ENDS � SLOPE PIPE 1/16"-1/32- PER FT. SPACING OF ABSORPTION TRENCH 6' O.C. TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED TRENCH PROFILE ABSORPTION TRENCH DETAIL — NOT TO SCALE GRADE ZABEL CONTAINED ASSEMBLY '` NOTE. I. PIPE JOINTS TO BE SEALED WITH NOT TO SCALE ASPHALTIC MATERIALS OR EQU/VALENT. /2" MIN REMOVABLE COVER-72. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EOUAL. J. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX '• •: AND THE DISTRIBUTOR LATERALS •, BAFFLE S =lO,'iL D BE l/--4 ' PER FOOT. INVERT INLET 2-MIN ELEV. O O OUTLET CONTRACTOR TO USE SPEED LEVELERS • AS SUPPLIED BY FORT MILLER TO ► "_ 5 " EQUALIZE FLOW. HEAVY DUTY MANHOLE FRAME ' ..• •.s r..' FINISH GRADE AND COVER BY CAMPBELL OR EQUAL 12" MIN CLEAN SAND OR PEA GRAVEL III .III 'II�1=1 IIII� ACCESS EXTENSIO a SEAL ALTIC II=III = III = N 2MHI.D GRADE AS RING FORT MILLER OR EQUAL INLET (AS REQUIRED) 4" OR 3- MIN_ OUTIET BLDG. SEWER I I Z —► I I lA' WATER TIGHT JOINT (TYP.) TSEAE ITARY OD PARGE W/NON-SHRINK GRRO T w1w FULL z w 4" MIN. INSIDE de OUT ALL JOINTS BELO g 17 SANITARY TEE LIQUID LEVEL TO BE BITUMINOUS I I "p" WATERTIGHT AND INTERIOR o j LEAKAGE TESTED COAT Q 5 PRIOR TO BACKFILUNG KOP 300M C7 I BAFFLE WITH OR EQUAL I I 4"X18" MIN. I I MAY NOT BE REQUIRm 6" TO 12" LAYER PEA GRAVEL OR CRUSHED STONE SECTION VIEW BEDDING LAYER NOTE: 24" I.D. TAPERED INLET INVERT IS 3' ABOVE PLUG (TYP.) ASPHALTIC (2" MIN.) SEAL T I I BAFFLE I MAY NOT BE REQUIRED I wcw wD' r� PLAN VIEW NOTE: BAFFLE NOT REQUIRED FOR TANKS LESS THAN 10 FT. LENGTH Av NK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "0" "1" HEIGHTv .nv" 200 GAL. 3'-3" 6'-0" x 1l'-0" 4'-0" 4'-3" 5'-5" 1200 GALLON SEPTIC TANK (Henv+ oU1v SEPTIC TANK) NOT TO SCALE FORT MILLER OR EQUAL ,� #2 DISTRIBUTION BOX NOT TO SCALE 0 PATTERN NUMBER DIMENSIONS IN INCHES o. O TYPE A TYPE B A B C D E F 150M 1515 30 1 38 J27-3/41 24 1 B 1-1/4 6 NOTE: THIS CAST IRON FRAME & COVER TO BE USED ON SEPTIC: TANKS, NOT MANHOLES. CAST IRON FRAME AND COVER DETAIL NOT TO SCALE AS SUPPLIED BY SYRACUSE CASTINGS OR APPROVED EQUAL 0 SEP77C �FYSTEM DES/GN CONVENTIONAL SYSTEM WITH SOIL MODIFICA770N DIXON AVENUE TOWN OF QUEENSBURY /1 I wzellsF HYDRAULIC LOADING: 4 CLIENTS 0 125 GPD/PERSON, PLUS 2 STAFF O 75 GPD/PERSON, FOR A TOTAL DAILY FLOW OF - 650 GPD. N07E THE FOLLOWING DESIGN IS FOR TWO IDEN77CAL SYSTEMS EACH SERVING ONE HALF OF 774E PROPOSED DUPLEX BUILDING. EACH HALF OF THE PROPOSED STRUCTURE WILL HAVE ITS OWN SYSTEM INDEPENDENT OF THE OTHER UNIT. PERCOLATION RATE. • SOIL PERCOLA7ON TESTS WERE COMPLETED BY THE ENMRONMENTAL DESIGN PARTNERSHIP, ON MAY 9TH, 2002. 774E STABILIZED PERCOLA7ON RATE (AFTER TWO, TWELVE -INCH, PRE-SOAKS) WAS DETERMINED TO BE LESS THAN ONE MINUTE THE PROPOSED SYSTEMS ARE LOCATED OUTSIDE OF A 200-FOOT SEPARA77ON DISTANCE FROM THE HALFWAY CREEK WATERCOURSE. THE PROPOSED DESIGN REQUIRES THE REMOVAL OF EIGHTEEN INCHES OF MATERIAL UNDER THE PROPOSED SOIL ASSORP770A TRENCHES AND THE REPLACEMENT OF THAT MATERIAL WTH A CLEAN GRANULAR SOIL THAT HAS AN IN PLACE, STABILIZED RATE. OF BETWEEN 2 TO 5 MINUTES/INCH. ADDITIONAL INFORMATION REGARDING THE REMOVAL AND REPLACEMENT OF THE UNDERLYING MATERIAL CAN BE FOUND IN THE TECHNICAL SPECIF7CA710NIS, WHICH ACCOMPANY 714E PLANS. APPLICATION RATE.- 1.2 GPD/SF (PER TABLE 4-B NYSDOH) REQUIRED A9SORPTION AREAL 650 GP0/1.2 GPD/SF - 542 SF REQUIRED LENGTH OF TWO FOOT WIDE SOIL ABSORP77ON TRENCH: 542 SF/2 = 270 LINEAR FEET USE (6) TRENCHES TWO FEET WIDE BY 45 FEET LONG SEPTIC TANK: USE 1200-GALLON TANK. GENERAL SANITARY NOTES., I. MAINTAIN 100-FOOT SEPARATION BETWEEN SEP77C SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING YELLS PRIOR TO CONSTRUCTION. 2. MINIMUM SEPARATION BETWEEN SEP77C TANK AND BUILDINGS SHALL BE 10 FEET. 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (R41SED SYSTEMS) AND BUILDINGS SHALL BE 20 FEET. 4. MINIMUM SEPARA77ON BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET. 5. MINIMUM SEPARA71ON BETWEEN WELL AND SEPTIC TANK TO BE 50 FEET 6. ALL C'�VS RUCTION TO BC IN COMPLIANCE WITH THE NEW v.?RK STATE - SAr' TARY CODE. 7. REQUIRED NSPEC7701VS (TO BE PERFORMED BY PROFESSIONAL ENGINE- ER), A) PRIOR 0 PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF TW TILE FIELD CONSTRUCTION. B) OWING 774E INSTALLA77ON OF ANY REQUIRED FILL MATERIAL C) POOR V BACKFILLING TRENCHES. D) RNAL hfSPECTION UPON COMPLETION OF THE SYSTEM. E) REFER ;b TECHNICAL SPECIFICATIONS FOR ADD177ONAL REQUIRafENTS 8. CRUSHED :TONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN 3/4' OR LARGER THAN 1-112" DIAMETER. 9. WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDES AND BOTTOM STALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. 10. CONS7RUC77ON EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SkOULD BE KEPT OFF THE AREA TO BE U77LIZED FOR THE ABSOPP7701 TRENCH SYSTEM TO PREVENT UNDESIRABLE COMPAC77ON OF THE SINLS. 11. EACH •DISRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO 774E DISTROUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5 F,+E'T TO 10 FE7ET FROM THE BOX (1/8 PER FOOT). 12. THE DIS-11 UTION BOX S7•IALL BE SET LEVEL AND ARRANGED SO THAT ,EFFLUENT IS EVENLY DISTRIBUTED TO EACH DIS7R/BU77ON LINE ADEQUA7E PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND PRO14C ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX. 13. THE PIPES :ONNECTING THE DISTRIBUTION BOX TO 774E D/STRUBUTION LINES SHALL BE TIGHT JOINT CONSTRUCT70N (HDPESDR38) LAID ON UNDISURBED EARTH OR PROPERLY BEDDED THROUGHOUT 173 LENG7L 14. THE SYSTT% DESIGN DOES NOT INCLUDE PROVISIONS FOR GARAGE GARBAGE IN THE EVENT THAT GARBAGE GRINDERS ARE TO BE INSTALLEL 774E CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEP77C II iTALLATION FOR NECESSARY MODIFICATIONS. 15. FOOTING RAINS, SUMP PUMPS OR WATER SOFTENER D/SCHARGIS SHALL NOT BE CONNECTED TO THE SEPTIC SYSTEM. 16. CON*ACDR TO COMPLY WITH ALL O.SH.A. AND OTHER STATE AND ',OCA SAFETY REQUIREMENTS DURING CONSTRUCTION. 17. AS PtR 11,1W YORK STATE INDUSTRIAL CODE 53. CALL 1-800-96-7962 TOLOCATE BURIED CABLES, OR OTHER UNDERGROUND UTILITIES, 10 LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TODIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. 18. ALL AREA; OF SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BETOP SOILED AND SEEDED. 04 cq O �O W °cq w z rA `q z pq W wz @3 IN CJDt' >740 U 20 a Reg G' Ila a p a� D A � � w � o x z o N� I ---I z °� a0 E 4 w A PQz CA F, z z w �� o w a U� A w 0 V3 0�w° Y.j '4 O a of Egg 1111111114 D �I 0 -J 0 � Z 0 • z . LLJ w O N 5 Q 0 U Z (� Z U z wo v� W (� z o o = Q vi o_ rn m CD m CD cv+ am CD 3 I z m m XF CD Lm vn LLAJ Lv .0 wn