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92-658 • CERTIFICATE. OF OCCUPANCY TOWN OF QUEENSBURY . - WARREN COUNTY, NEW YORK Date Lr'llAg-g. 2519 q3 This is to certify that work requested to be done as shown by Permit No. 92 658 has been completed. stligle family dw&Ming with two- This structure may be occupied as a If f e r•h nrl r/a w=rer, location Mason Road Owner Robert and Cheryl Evans By Order Town Board TOWN OF QUEENSBURY Director of Bldg. & Code Enforcement BUILDING PERMIT ` X TOWN OF QUEENSBURY z No. 92-658 WARREN COUNTY, NEW YORK _ w PERMISSION is hereby granted to ROBERT & CHERYL EVANS co OWNER of property located at Mason Road Street, Road or Ave. in the Town of Queensbury,To Construct or place a Single family duel 1 ing at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is PO Box 288 Cleverdale NY 12820 r' 2. CONTRACTOR or BUILDER'S Name O a- CD Z c+ Qo 3. CONTRACTOR or BUILDER'S Address c7 rD 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) N O (X)Wood Frame ( ) Masonry ( )Steel ( ) 0 sv a 7. PLANS and Specifications No. 71'x70' two-story Single family dwleling as per plot plan, specifi- cations and application including two-car attached garage and septic system s. A nos(compl i ance with Area Variance 81-1992 and 93-1992 1>� cn Single family dwelling rD 431.00 OCTOBER 22 93 - $ PERMIT FEE PAID —THIS PERMIT EXPIRES 19 2 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) 0 22nd October 92 fD Dated at the Town of Queensbury this Day of 19 SIGNED BY4`l,a/ for the Town of Queensbury Bull leg d ning Inspector TOWN OP QUEENSBURY REVIEWED BY: FEE PAID: OF QUEENSBUi-. � � y RECEIVED PERMIT NO. : 9,7- OCT 191992 BUILDING PERMIT APPLICATION BLDG. & CODE DEPT. A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS WILL BE MADE UNTIL APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. All applicants spaces on this application MUST be completed and the signature of the applicant MUST appear on the reverse side of this application. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Owner of Property: Nievy / I- ►2o‘E-f ,9-K-S P.O. Address: _ f 0 n)( 2—S" 1----- rtev.er-d-9-le t1J y /Z zG PHONE 65-6 --? 6/ Property Location: `/a 5 &ot_G! (24& c/a . Tax Map No. /3 / / / 13 Has there been any split of this property since October 1, 1988? Yes No !- If yes, Planning Board Review is necessary. Subdivision Name, if applicable: GCS Lot No. 0 THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS: NATURE OF PROPOSED WORK: * ESTIMATED MARKET VALUE OF THE Construction of new building * CONSTRUCTION: $ �0 Addition to building Alteration to building * COMPLETE INFORMATION REQUIRED BELOW: (no change to exterior dimensions) * Size of Property: p75 ft. x /2-0 ft. Other work (describe) * Existing Building Size: * ft. x ft. (a * Proposed building - distance from GROSS AREA OF PROPOSED STRUCTURE: * property line: ,� W ar-- 1st Floor �3� S Ft. 0 6 jr; --* �, , Front Yard ft. Rear yard SS' ft. q. 3/ °''; :74 1..}' Side Yards zo ft. and ft. 2nd Floor IZUO Sq. Ft. J,: j* If on corner, setback from side street- �' �;s: * . „ -1)-- f t. Other Floors _'� Sq. Ft. • (not cellar or basement) ,*'u OCCUPANCY INFORMATION: TOTAL FLOOR AREA: 3cd b Sq. Ft. 1.;`"* Primary Building - * x One Family Dwelling Size of New Structure: 7/ ft. x 76 ft. * Two Family Dwelling Foundation: * Multiple Dwelling/No. of Units _ Pier/Slab/Crawl/Partial/Full (Circle One) * Business . * Industrial No. of stories (Habitable space) 2- * Other Height (grade to ridge) ft. * If residential , no. of families: ONE- * If addition, what will use be? No. of rooms (excluding baths) : * No. of bedrooms: * No. of bathrooms: 3 % * Accessory Building: , Primary heating system: o' e-i,.z,� F�✓ * Detached Garage - One/Two Car Type of fuel : 0,1 -rin.Lc) I ialfr :a,yCC,rl,./I ' * )( Attached Garage - Oneiiw.o-Car No. of fireplaces to be installe oME * Private Storage Building Will a woodstove be installed?: No * Other Central Air Conditioning: Yes No * (OVER) BUILDING PERMIT APPLICATION CONTINUED: BUILDING SPECIFICATIONS: Type of construction: ood fram , fire safe, etc. IAJdv c! Will any second-hand or ungraded lumber be used?. If so, for what? ,t,j Foundation Wall Material : r_d t c4 C .-v,r Thickness: ;w Depth of Foundation below grade (to bottom of footing) : �� tr\- Will there be a cellar? yes `' or Unheated? j � Floor Sq. Fo tage: p Will there be a basement? J j.5 Will any portion be used as living space? kV If so, what portion? Sq. Ft. • Type of Use? . Type of Roof: Sl o.ed/[l at/Shed/Other °-//ela, Material of Roof 1 5/ ;54 0 Size, wood studs " x " ; spacing /4 " o.c. ; lengthrt- ft. /7. 6 Joists (floor beams) : 1st Floor " x l'C)/ " ; spacing /6 moo.c. ; span 1 1 ft. Joists (floor beams) : 2nd Floor " x /(2 " ; spacing /4, " o.c. ; span / ft. Overlays (ceiling beams) : , " x 4- "; spacing / /,, ". o.c. ; span /y f f Roof rafters: °, " x la " ; spacing /6 o.c. ; span /4( ft. Roof trusses (pre-engineered) : spacing _C — " o.c. ; span •—& ft. Exterior Wall Finish: t�( )�, (� sL J of what material ? Interior Wall Finish: ,„/,,,( S ‘(/� If a garage is to be attached, describe materials to be used for FIE SEPARATION: ran X)C k_ g)(LL 6.� 5� — ry o/ t Ae C . w,-4 Is there to be opening between garage and dwelling? /1/U If so, will a Fire-Rated door, enclosure, self-closing device be provided? Will a flue-lined chimney be installed? 1_5 Height above roof f jyj`,,/ ft. I Depth of chimney foundation below grade: lc ft. Depth of fireplace hearth: ff,A,a/ ft. in. Water supply - Municipal or private well : kijkt told, SEPTIC SYSTEM: Distance from any private well (including adjoining properties: , o?GA. (A separate application is necessary for any repair or new installation of septic system. ) NAME OF BUILDER & ADDRESS: C4/,,e..,,v 11.--6.b .,) PHONE 75 3, NAME OF PLUMBER & ADDRESS: WL4--6 fl(JJ(k-( .r ea `-- 7 PHONE K7-1/W NAME OF MASON & ADDRESS: 14 (�rs1� PHONE '//.3 7C '/' NAME OF ELECTRICIAN & ADDRESS: `(. 1— ,,- , PHONE 3�'/-M k- DECLARATION 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 not, and that such work i.,s authorized' by the owner. Further it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, an AS BUILT PLOT PLAN drawn to scale, showing actual location of project on premises. Signature (//2f;i:OGIE,17 Owner, wner' s agent, architect cont actor SPECIAL CONDITIONS OF THE PERMIT: • By: Code Enforcement Officer ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY - 9000 HEATING DEGREE DAYS Compliance Methods: ®F PART 5 - Acceptable Practice Method - 1 & 2 Family Dwellings (ONLY) OWNRECEIQUVEDEENSBIIil PART 6 - Thermal Rating - Component Trade Offs - 1 &. 2 Family Dwellings; Multi-Family Dwellings OCT 19 1992, (3 Stories or Less) BLDG. & CODE DEPT, PART 4 - Design By Component Performance - Commercial Buildings - Hi-Rise Residential PART 4 & 6 - Compliance Methods Require Submission of Worksheets ()A-ry/ 4-2S F 110-5 n APPLICANT'S NAME PROPERTY LOCATION PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area - 303 Sq. Ft. 2. Type of Heat - Elec. Base Board Other o ) 3. Is Building Mechanically Cooled? YES NO 4. Percentage of Area of Windows and Doors Over 17% Under 17% THE R-VALUES GIVEN ON THIS SHEET MUST CORRESPOND TO REQUIRED THE R-VALUES SHOWN ON PLANS SUBMITTED! Baseboard 5. Insulation Values: Actual Shown Elec. Heat Other A. Roof & Floors exposed to ambient temperatures R 2S B. Exterior Walls • R Jq 0 Glazed Area R 4.‘ Exterior Doors R a• 5 +- E. Floors over unheated spaces R N F. Edge of Slab on Grade (Heated Building) R G. Basement/Cellar Walls (Above Grade) R /0 H. Basement/Cellar Walls (Below Grade) R /6 I. Heating/Cooling - Ducts - Piping in Unheated Space R /10 6. Service (Domestic) Hot Water Heating Device , / A. Conforms to minimum efficiencyper code V YES NO TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED G G2/ /�/y /7"" SINAT APPLI NT GURE DATE TELEPHONE NUMBE INSPECTOR'S REMARKS : REVIEWED BY 9 Plt csiz' LAIN OF QUEENSBUhh Iv—dryTOWN OF QUEENSBURY• RECEIVE® APPLICATION FOR SEPTIC DISPOSAL PERMIT Permit # Fee Paid OCT 19 1992 Date: f0/J9/f Z RevigL66.B'CnnF riFPT. LOCATION OF PROPERTY FOR INSTALLATION: f?4-5' Ao (/� dC Owner' s Name: ('10 Owner' s Mailing Address: id AO)cZT?" (V-eit./teL f& Installer' s Name: Phone #: Number of bedrooms (if residential ) : tc v� Total daily flow (residential-compute @ 150 gal . per bedroom) : 6o61Z) Topography-Circle One: Fla Rolling Steep Slope % of Slope Soil Nature-Circle One: Sa • Loam Cla Other /Depth: Ground Water-At What Depth? Feet Bedrock or Impervious Material-At What Depth? Feet Percolation Test-Circle One: Not Required Required/Rate Min. Per Inch Domestic Water Supply-Circle One: Municipal Well Other If domestic water p�-yy�s�we I�I - Separati o • ater supply from any sep,4 absorption feet /71a r.Cdelk MO A'. 4-4'41e%15 PROPOSED YSTEM: ' mum size: 1,000 gal . ) Tile Field: Each Trench feet//Total System Length feet Seepage Pit(s) : Number of / Size each: ft. x ft. Size of Stone to be used: # / Depth or Thickness feet ************** HOLDING TANK SYSTEM IF REQUIRED No. of Tanks Size\of Each Gal . Alarm system and associated electrical work to be inspected by a certified agency. **************** I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. SIGNATURE OF RESPONSIBLE PERSON: DATE: Septic System Inspections: A. All applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be submitted to the Building Department at least 24 hours before start of construction and shall include a plot plan showing.: 1) the proposed location of the system 2) location and distance to lot lines 3) location and distance to structures 4) location and distance to any water supply 5) size and dimensions of all tanks, 'distribution boxes, tile fields and/or drywells B. No system shall be covered before inspection and approval by the Building Inspector. Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine of up to $250.00. C. An approved copy of the plot plan shall be available on the construction site. Failure to produce said plot plan at time of inspection may result in an immediate work stoppage. • D. Should unforeseen problems during construction prevent proper installation, alteration or repair of an approved system, a new proposal must be submitted to the Queensbury Building Department before further construction. Town of Queensbury Building & Code Enforcement Department 531 Bay Road Queensbury NY 12804 Remarks: 11C1 . ' ' TOWN OF QUEENSBURY 531 Bay Rd., Queensbury, NY 12804 APPLICATION FOR SOLID FUEL BURNING APPLIANCES AND CHIMNEYS Date - i w; 19 9 - Permit /- -los� Permit No. APPLICATION IS HEREBY MADE to the Building Dept. for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws,ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Please fill out additional form if more then one appliance and/or chimney. As,,, 4,5_Gi - / 3 7/ 'V Applicant 6 0t%;- ;---- i: v,-"i ice.,. C APPLIANCE (check appropriate boxes) Address tit`) 1 7. <,: ❑. STOVE: tr`Wood o Coal o Pellet i . r i p r 0 FIEPLACE INSERT j`,�,/,i(,-, Ji,Je A, LI Zip /2 ' 26' ❑ FIREPLACE, FACTORY-BUILT: / ❑ Wood ❑ Gas • Phone /;T c, 1--/(..) I 0 FIREPLACE, MASONRY: E,Wood ❑ Gas Owner i,., 7,,(,_6r } `,.�/./G , , / 'fr ; /-1 S 0 FURNACE: ❑Wood ❑ Gas '10 Oil Address- _. %O;1i >. 7 IF NON-MASONRY: - - • -- - - - 7, , Manufacturer: I ','41,,u i/-1„;':. •ti l 4 11 Zip I -- c-" Model: Outlet: inches Listed By: Number: Phone ,< , e2f,/ ''',--/,': .� L..i CHIMNEY (check appropriate boxes) Exact address of proposed construction . r0.MASONRY: 0 Block 0 Brick .o. Stone MA .-y-� i2n -d ,I (' , ilA FLUE: ❑ Tile ❑ Steel Size: inches CONSTRUCTION/INSTALLATION MUST 0 FACTORY-BUILT: CONFORM TO NYS FIRE PREVENTION & Manufacturer: Model: BUILDING CODE. CONSULT TOWN OF Listed By: Number: QUEENSBURY HANDOUTS PROVIDED 0 Double Wall ❑Triple Wall REGARDING REQUIRED INSPECTIONS. 0 Insulated Cashier's Department Town of Queensbury, New York Dept: Fire Marshal Amount Collected Amount Received Code Number Title :, _° A 173 3389 (190)Public Safety '') A 233 2655 (230)Minor Sales • Fee-Collected From or Refunded to: zi-1/'°. ,;. . f , / Address: -- ---- _ ._ r; Dated: ,'t•/> ;%r Town Clerk or Deputy: _ ` ---'--```-•-- - / , - _ White:Applicant Green:Fire Marshal Yellow:Bldg. Dept. Pink di Goldenrod: Cashier's Dept. i TOWN OF QUEENSBURY )11:cAt 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT FINAL INSPECTION REQUEST FOR INSPECTION RECEIVED NAME /te.yliA9 ,1 LOCATION DATE 7�X219g PERMIT§ 1 a '(O 5 gl TYPE OF STRUCTURE, 5 E2 C-R-ECNECK FIRE MARSHAL APPROVAL (COMMERCIAL STRUCTURE) FOOTING FOUNDATION BACKFILL FRAMING - ROUGH PLUMBING FINAL ELECTRICAL SEPTIC - INSULATION WOODSTOVE/FIREPLACE REMARKS APPROVAL N/A 1YES NO CHIMNEY HEIGHT/LOCATION B VENT/LOCATION _ PLUMBING VENT ROOFING SIDING DECK/PORCH/STEPS/RAILINGS RELIEF VALVES / FURNACE/HOT WATER` OPERATING BASEMENT INSUL TION/DUCTWORK_ INTERIOR TRIO/PRIVACY DOORS FINISH FLOOR'S: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS HANDICAPPED ACCESS SMOKE DETECTORS BATHROOM FANS/WHOLEHOUSE FANS ALL PLUMBING FIXTURES OPERATING GARAGE FIRE PROOFING DOOR CLOSERS OTHER FIRE SEPARATION FIRE/DEMISE WALLS DUMPSTER SITE PLAN/VARIANCE REQUIREMENTS FINAL ELECTRICAL OK TO ISSUE C/O OR C/C COMMENTS: fLi ARRIVE 3 5 DEPART I SP T /A\V-14q-67---64/t7 TOW OF QUEENSBURY P �� 531 BAY ROAD ] , • QUEENSBURY, NEW YORK 128 4t < TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT •FINAL INSPECTION REQUES FO INSPECTION REC IYED NAM / }&L)L4. f C L0 IOW (it.A/",-,i' j ia _ DATE 7 /5) Zj PERMIT# 0 -D/ TYPE OF STRUCTURE RECHECK _FIRE MARSHAL APPROVAL (COMMERCIAL STRUCTURE) _FOOTING FOUNDATION BACKFILL FRAMING _ROUGH PLUMBING FINAL ELECTRICAL SEPTIC INSULATION WOODSTOVE/FIREPLACE REMARKS APPROVAL N/A 'YES NO CHIMNEY HEIGHT/LOCATION B VENT/LOCATION , PLUMBING VENT , ROOFING / SIDING / DECK/PORCH/STEPS RAILINGS _ RELIEF VALVES FURNACE/HOT WATER OPERATING BASEMENT INSULATION/DUCTWORK INTERIOR TRIM/P V'CY DOORS FINISH FLOOR . BATH/KIT EN WATE'TIGHT OTHER OORS SWEEP'BLE OTHE FLOORS CARPE ED STAIR CLEARANCE/RAILI (GS ;/'f HAND CAPPED ACCESS SMOKE DETECTORS \ BATHROOM FANS/WHOLEHOUSE FANS ALL PLUMBING FIXTURES OPERATING GARAGE FIRE PROOFING DOOR CLOSERS OTHER FIRE SEPARATION _ FIRE/DEMISE WALLS DUMPSTER SITE PLAN/VARIANCE REQUIREMENTS FINAL ELECTRICAL OK TO ISSUE C/O OR C/C COMMENTS:� l /. ,///romp S dzto .Da //Lutz- I - f L� `' f�rryt J / ARRIVE // DEPART -NSP T Gil‘ TOWN OF QUEENSBURY 531 BAY ROAD 4A- • QUEENSBURY, NEW YORK 12804 ., TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT FINAL INSPECTION ((.LJ( // REQUEST FOR INSPECTION RECEIVED�y 6c2�192 NAME /(ttS ff�d'Jl `y ( 'YZ(o.t/ ( G�/- .,4 '�J�LOCATION L .Ja/k), roc/ P/da.L/� DATE ���5/9/_ PERMIT# �-b,>s(� TYPE OF STRUCTURE ,1F0 Cv oR,�r ((,tT�1.,¢, V. RECHECK d 0� FIRE MARSHAL APPROVAL (COMMERCIAL STRUCTURE) FOOTING FOUNDATION BACKFILL FRAMING ROUGH PLUMBING FINAL ELECTRICAL SEPTIC INSULATION WOODSTOVE/FIREPLACE REMARKS • 1 ,APPROVAL N/A YES NO CHIMNEY HEIGHT/LOCATION 1 B VENT/LOCATION J ;' PLUMBING VENT Q ' ROOFING SIDING a ;" DECK/PORCH/STEPS/RAILINGS W / RELIEF VALVES FURNACE/HOT WATER OPERATING; BASEMENT INSULATION/DUCTWO KI INTERIOR TRIM/PRIVACY DOO S p, FINISH FLOORS: BATH/KITCHEN WATERTIG OTHER FLOORS SWEEPAB OTHER FLOORS CARPET STAIR CLEARANCE/RAILI GS HANDICAPPED ACCESS , SMOKE DETECTORS Q BATHROOM FANS/WHOL HOUSE FANS ALL PLUMBING FIXTU ES OPERATING • GARAGE FIRE PROOF NG DOOR CLOSERS OTHER FIRE SEPAR ION FIRE/DEMISE WALLS DUMPSTER SITE PLAN/VARIANCE REQUIREMENTS FINAL ELECTRICAL OK TO ISSUE C/O OR C/C COMMENTS: 3_ 72- ARRIVE DEPART a✓ 1 INSP T TOWN OF QUEENSBURY FIRE MARSHAL QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED ��0�' NAME P;I.f-Lt7- atLe1i.rt, 6/ i16./ LOCATION ) (t i 7,7 DATE 6 f��l43 PERMIT# 9 -/ 5 7 APPROVED , N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS / AUTO. EXTINGUISHING SYSTE� HOOD INSTALLATION / AUTO. SPRINKLER SYSTEM / ALARM SYSTEM / 4�y INTERIOR FINISHES STORAGE: / CLEARANCE .TO SPRINKLERS CLEARANCE TO HEATING) UNITS \ REQUIRED SIGNAGE \ 1 � CHIMNEY WOODSTOVE i FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT • REMARKS: OK TO THIS DATE 2/015 . INSPECTOR TOWN OF QUEENSBURY ' 1 �� 531 BAY ROAD ���� QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT FINAL INSPECTION REQUEST FOR INSPECTION RECEIVED /m/47 %.1 NAME /641-61/i LOCATION ` `(A'1/J't/ ' ( '"2:5�/3 PERMITP 9ar456F l�DATE fin TYPE OF STRUCTURE S/!2) (v -' o ,Z'/cA4 t/ / RECHECK vU FIRE MARSHAL APPROVAL (COMMERCIAL STRUCTURE) FOOTING FOUNDATION BACKFILL FRAMING ROUGH PLUMBING FINAL ELECTRICAL SEPTIC INSULATION WOODSTOVE/FIREPLACE REMARKS %jQ.c APPROVAL N/AtYES NO CHIMNEY HEIGHT/LOCATION I _ B VENT/LOCATION /' PLUMBING VENT ROOFING / SIDING A'' DECK/PORCH/STEPS/RAILINGS ✓ RELIEF VALVES 1. ✓ FURNACE/HOT WATER OPERATING '. /' ✓ BASEMENT INSULATION/DUCTWORK';;" INTERIOR TRIM/PRIVACY DOORS/ FINISH FLOORS: " ' BATH/KITCHEN WATERTIGHT' ✓ OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED <' STAIR CLEARANCE/RAILINGS` HANDICAPPED ACCESS SMOKE DETECTORS BATHROOM FANS/WH9L-EMOP E NS 4, ALL PLUMBING FIXTURES' OPERATING ' GARAGE FIRE PROOFING; DOOR CLOSERS OTHER FIRE SEPARATION FIRE/DEMISE WALLS £ -✓ DUMPSTER r SITE PLAN/VARIANCE REQUIREMENTS FINAL ELECTRICAL! / OK TO ISSUE C/O l,OR C/C rl COMMENTS: A/ee- 4-4109:42- ARRIVE /P DEPART /,2` j N P T TOWN OF QUEENSBURY A7 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT FINAL INSPECTION REQUEST FOR INSPECTION RECEIVED NAME Al/Y/1!4 LOCATION 7k42/7 • - DATE 6:/sf CJ3 PERMITh 94- (,,c TYPE OF STRUCTURE bV'.;) eC-1-4ECID FIRE MARSHAL APPROVAL (COMMERCIAL STRUCTURE) FOOTING FOUNDATION BACKFILL FRAMING ROUGH PLUMBING FINAL ELECTRICAL _SEPTIC INSULATION WOODSTOVE/FIREPLACE REMARKS APPROVAL N/A YES ' NO CHIMNEY HEIGHT/LOCATION B VENT/LOCATION PLUMBING VENT ROOFING SIDING DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING BASEMENT INSULATION/DUCTWORK INTERIOR TRIM/PRIVACY DOORS FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS A° HANDICAPPED ACCESS I ,� SMOKE DETECTORS BATHROOM FANS/WHOLEHOUSE Fitt ALL PLUMBING FIXTURESOPERATING GARAGE FIRE PROOFING \ ,r DOOR CLOSERS V' OTHER FIRE SEPARATION ft FIRE/DEMISE WALLS DUMPSTER SITE PLAN/VARIANCEQUIREMENTS FINAL ELECTRICAL OK TO ISSUE C/O R/ C/C COMMENTS: �. I o �2�/ 0,2 3/4 ARRIVE g; �5 DEPART ) INSP T TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME 4! ,c 774 6727./(.4. / LOCATION A-6H/ .+-/X_ ti p DATE 6//9/0 PERMIT ! TYPE OF STRUCTURE L5E2) RECHECK APPROVED N/A YES NO 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/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM p' HEATING ROUGH-IN ';, INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORSR- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES \ REMARKS: ARRIVE DEPART INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTIONRECEIVED NAME /)'4( &A/ LOCATION DATE 5 /0' .; PERMIT I � TYPE OF STRUCTURE RECHECK /APPROVED N/A YES NO FOOTINGS/PIERS r` 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/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING ' BACKFILL APPROVAL r ROUGH PLUMBING f' PLUMBING VENT/VENTS IN PLACE' P�-UMBING UND, S�B V ✓FRAi4 vY JACK STUDS/HEADERS A BRACING/BRIDGING \ JOIST HANGERS r JACK POSTS/MAIN BEAM �. HEATING ROUGH—IN INSULATION: A FOUNDATION WALLS INTERIOR R— _4 FOUNDATION WALLS EXTERIOR R— `�. FLOORS �" R— 'a, WALLS s, R— 4. CEILING R— �. DUCT WORK OR PIPING IN UNHEATED \ SPACES Q REMARKS: ARRIVE DEPART SPECTOR TOWN OF QUEENSBURY Pry/BUILDING AND CODES DEPARTMENT 531 BAY ROAD . QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED c..5l/5-19 3 NAME ro11r S' LOCATION Eivtae.=,, sal144F4:..41r .. G V---a�/�+t.�e'-- 1Cj -^ DATE % l /(I g, PERMIT # /c1 "(sS TYPE OF STRUCTURE RECHECK APPROVED 1 N/A YES NO FOOTINGS/PIERS 1 F MONOLITHIC POUR FOR i REINFORCEMENT IN PL CE /' THE CONTRACTOR IS R PONSIBLE FOR PROVIDING PROTEC ION FROM FREEZING FOR 48 HOURS FOLLOWING./ THE PLACEMENT OF THE CONCRETE. / MATERIALS FOR THIS P RPOSE ON/ ITE' FOUNDATION/WALL POUR REINFORCEMENT IN PLACE I FOUNDATION/DAMPROOFIN BACKFILL APPROVAL 1 i ROUGH PLUMBING IPLUMBING VENT/VENTS INPL E • PLUMBING UNDER SLAB , FRAMING: JACK STUDS/HEADERS V BRACING/BRIDGING Fi JOIST HANGERS / a JACK POSTS/MAIN BEAM/ '1, HEATING ROUGH-IN / 'INSULATION: I "‘. FOUNDATION WALLS I rfERIOR R- If X FOUNDATION WALLS E TERIORtR- FLOORS 73G i-',7Ss7"- R- K WALLS I ci -I- /1 r) 1(-. R- `X' CEILING .30 `f/3 R- Y DUCT WORK OR PIP NG IN UNHEATED SPACES REMARKS: 0 CV( Z.ti r e .Ari "- .;w-i- , ; 0 V' ( L6 Le P,... A 1-,LO sr-'Frim — ARRIVE 1s0.� DEPART fY ii o 'Icy `1 C= 4 `' NSPE; OR U ' • -r TOWN OF-QUEENSBURY t/i�,V��,it_f BUILDING AND CODES DEPARTMENT 1' 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME .L1\ ,L/S LOCATION (� YOL2.M-1-L DATE 2/7_.(i)/C/''3 PERMIT Z--(i TYPE OF STRUCTURE - RECHECK APPROVED N/A YES NO 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/WALL POUR / ,t REINFORCEMENT IN PLACE' y FOUNDATION/DAMPROOFING I BACKFILL APPROVAL I , ROUGH PLUMBING 1 PLUMBING VENT/VENTS IN\PLACE PLUMBING UNDER SLAB j R• ) FRAMING: 131 .4 :42 JACK STUDS/HEADERS ,; BRACING/BRIDGING f 1 JOIST HANGERS JACK POSTS/MAIN BEAM \ HEATING ROUGH-IN INSULATION: I t, FOUNDATION WALLS. INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS / ' R- WALLS CEILING f R- DUCT WORK OR/PIPING IN UNHEATED SPACES 1 REMARKS: . a .✓1.� ti> �c _) L !,,)e I\3' I, `E U'&Iki1 10lty � � L v.�.S 14->'74 i i ram; �l�L''i .;,..- :_� i / l :il' ;¢c�a ( i! I 6�1�✓t ARRIVE 1 /1 '� ' DEPART L; %i` ,• INSPECTOR (CIAA )P4( • ,Down of Queni4ar, • BUILDING and ZONING DEPARTMENT . Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSALjj SYSTEM INSPECTION NAME ,L a-- 720.'0 1//Y//U� LOCATION ZZIL /X_ /Ll DATE a/`1 / 41'. PERMIT NO. SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, total length ' Length of each trench Depth of trenches ' >` Size of gravel'_ SEEPAGE PITS{Number of) Size- ft. X. : ft. Gravel size . i•' PIPING: Size ;' Type Bldg. to tank Tank to dist. box Dist. box to field/pit r' Openings sealed? --:YES' ;NO Partial • LOCATION/SEPARATIONS.: Foundation to tank Foundation to absorptioii Absorption to lot line' - ft. Separation of pits LOCATION OF SYSTEM O0ROPERTY(circle one) Front - Rear - Left side:,- Right side - COMMENTS: { GG • i /.1.(ctiL>y/c`' • SYSTEM USE APPROVED_ YES), NO • r 1 fo , Building Inspector 01/86 and vl • ccl // Jocun of Queen96ur, • BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSLi EM INSPECTION NAME djPr 4 LOCATION C/1 , ,,% DATE A/ /j PERMIT NO. SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, total length Length of each trench' 1. Depth of trenches ' Size of gravel_ SEEPAGE PITS{Number of) • Size- ft. X ft. Gravel size PIPING: Size TyPe Bldg. to tank .l Tank to dist. box f Dist. box to field/pit Openings sealed? YES NO Partial LOCATION/SEPARATIONS: Foundation to tank t ft. Foundation to absorption ft. Absorption to lot line p,, ft. Separation of pits ,+ 1 ft. LOCATION OF SYSTEM ON PROPERRY(circle one) Front - Rear - Left side.I- Right side - COMMENTS: +( `1� N/( V ‘e bpec,4 I SYSTEM USE APPROVED YES` NO Building Inspector 01/86 and vl TOWN-OF QUEENSBURY 0 FIRE MARSHAL %,/+. QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 ,G it ' FIRE MARSHAL INSPECTION REPORT f114,1 REQUEST FOR INSPECTION RECEIVED NAME az,ii-..,.5 LOCATION , pz--,f,- e - / DATE 7 2//4.0 '5 PERMIT# if,Z—‘ l N/A APPROVED NO EXITS i i YES AISLE WIDTHS '( I EXIT SIGNS EMERGENCY LIGHTNG' / . / a FIRE EXTINGUISHERS AUTO. EXTINGUISHING SYSTEM HOOD INSTALLATION AUTO. SPRINKLER,/SYSTEM ALARM SYSTEM - INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY pODSTOVE /FIREPLACE—MASONRY FIREPLACE—FACTORY BUILT REMARKS: Ic-1 OK TO THIS DATE 1-;2'7,,AW------7 ' 44-ep_z://' 7, 7/ (-: _ 2/015 INSPEC __Awn °I Queen sbur /y . //27 • BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 : '2i 5 6rn SEPTIC DISPOSAL SYSTEM INSPECTION NAME /OG . '// Ae-0_ / LOCATION C ` ' °2"/ DATE // / �f'j PERMIT NO. p�- -P/ SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field; total length Length of each trench ' Depth of trenches ' Size of gravel' I _ SEEPAGE PITS{Number of) / Size- ft. X.\ ft. f Gravel size / PIPING: \ /Size Type Bldg. to tank Tank to dist. box ,'; jf Dist. box to field/pit Openings sealed? ' BYES NO Partial /Ip 4i LOCATION/SEPARATIONS: Foundation to tack \ ft. Foundation to absorption\ ft. .Absorption to 1'ot line ft. Separation of pits \ ft. LOCATION OF SYSTEM ON PROPERTY(circle one) Front - Rear :- Left side - Ri ht side - COMMENTS: ' L'\ 15 J6 (al /� /.) 1 tk.7. n SYSTEM USE APPROVED YES 0 -&--7--1 ' 7 • G' Building Inspector 01/86 and vl TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531. BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME frj `P)f LOCATION I p-I,U A/ DATE %//�- PERMIT # 9,1.19-G;LJ`"�" TYPE OF STRUCTURE RECHECK APPROVED N/A YES NO 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/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING ✓/ XBACKFILL APPROVAL ,f ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS • BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM 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 REMARKS: ( 1. /1,014Le{y 1.7, 1 -! ARRIVE DEPART SP CTOR % 1V'O TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT f Q le 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED 1/) /7IQ z NAME big ( 6/Ay,Q_. CVGM LOCATION 2(a Lb?Z 441, DATE )/ 18 19_ PERMIT if q,? -4,5f TYPE OF STRUCTURE P,/D RECHECK APPROVED . N/A YES NO (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/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB I FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN , INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R= FLOORS R- WALLS F- CEILING ,R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: W_ of-a pz_ (9 h a y ARRIVE DEPART INSPECTOR i r it v/ 0 �oovo �I 3 I N LU PROPERTY LINE DATA TAKEN FROM A MAP OF A SURVEY PREPARED BY COULTER &McCORMACK, LICENSED LAND SURVEYORS ��� JLQPF uj 110 � GENERAL NOTES Q aC 0 0 �- \ ' • THE RESIDENCE WATER SUPPLY IS OBTAINED FROM LAKE GEORGE. THE WATER \ / SYSTEM COMPRISES AN INTAKE, PUMP, HYDROPNEUMATIC PRESSURE TANK AND DU/�LE 'd ELECT /C �/(JE X DISTRIBUTION SYSTEM. u s � L/� o,4T T .PAGE W • IN THE EVENT OF ELECTRICAL POWER OUTAGE, ONLY THE STORAGE VOLUME IN \f t ' ,i COrt/ OL CO.UDU/T \ THE PRESSURE TANK WILL BE AVAILABLE FOR DOMESTIC CONSUMPTION. `Uj• - SEWAGE LIFT STATION STORAGE CAPACITY IS CALCULATED TO CONTAIN THE EMERGENCY HIGH WATER VOLUME, PLUS THREE TIMES THE AVAILABLE O DRAWDOWN FROM THE PRESSURE STORAGE TANK. ♦/'\ ♦/'� O J0 DESIGN DAILY DISCHARGE FROM THE 4-BEDROOM HOUSE, FITTED WITH WATER- n, ��•-Z' Ir�J QlV Q /QD�QOD 99 SAVING PLUMBING FIXTURES, IS 4 x 130 = 520 GALLONS. Al off• b / ,i Foa,,vo /A6W eOD • ELEVATION DATUM-LAKE LEVEL - 321.0 coQ STEEL .S - F-? ' - O 5 ' -E — G�PAGE 3 I I \ C S/10C /D, /7/• a CONTRACTOR SHALL PERFORM ALL WORK IN ACCORD WITH PUBLISHED 12' STANDARDS OF THE TOWN OF QUEENSBURY,LAKE GEORGE PARK COMMISSION ■ ■ AND NEW YORK STATE DEPARTMENT OF HEALTH. W • PAVEMENT CUTTING/RESTORATION SHALL BE IN ACCORD WITH REQUIREMENTS OF ' 1 QUEENSBURY HIGHWAY DEPARTMENT. CONTRACTOR SHALLG CONTACT HMVO►y lo 1 �QSD�IPT/CHI BE17 SUPERINTENDENT NAYLOR BEFORE COMMENCING WORK. imp C/, it(iJ/BEQ / 1 • DESIGN IS BASED ON SEPTEMBER 11, 1992 TEST EXCAVATIONS PERFORMED BY \ I DAN DRELLOS, USING A CAT. 426 RUBBER-TIRED BACKHOE,IN AREAS INDICATED W V `�^ =T '_ ;• ;. ON SITE PLAN. LV J CONTRACTOR SHALL CONFIRM AVAILABILITY OF 115/230 VOLT, SINGLE PHASE 3 / �' �T T� • ELECTRIC SERVICE TO LIFT STATION. lr•J J /5' I! 5 • THE CONTROL PANEL AND SWITCHGEAR FOR THE SEWAGE LIFT STATION SHALL BE LOCATED IN THE NEW GARAGE. 40 J'- 8/' 3 4 ¢p „_ 333 f 0 o /Po/v/eov I .O AB.ID2PT/D,t/ n� UND O 00 Q` N N z k TOP-fo/G TOP.-1'O/L TOP10/L � � � p Q /LIED/ F/n/E J'.✓D MED/U \ M //1/ .(/ 335 \ I W 1.1.. E D F 1' J O CA L Y }- O } C LA \ C r w,9TE/P LA G9/V G/C Ait/ C D: r U,vD /QO / L W L F /LL f 3 X. 3( E Z W C,000.1/OLUgTE2 (i/eOU�V k/.4TE/? U ® Z 3 TEQ W H J .... CLA Y Q A W C SIT E E LA m Or s y A N w O CLA => >a Y SCALE: = / —33 7 LE: 1" ::�E aTo�/ r s 2 c 0 W AI -- 'o N SJ C A E U 0� u J f U 33 so a , a� 337 Z 333.7{S /SAS a4zZ494/ lo 1 Z 3lo 5 1 E 6TK TAV( —DUAL EX L/fT STiIT/DA/ 140 TEST HOLE DATA �sCh�EMAT/C) 1* •�I/y1 ,4UL/C AxV/ZE Q CNrJ. ) W a'p Z a Z CL C3 QED/!/M J'.4AlD F/L L roll- a O } NLij Q ,PEED 7b 6w"oj--f M '3 rA 01? Gd'ltlHED _mwlE . 33 7 PE�4E46GE Z".4QoI/E P/.�1' w w - i � 338 CfOTEXT/LE „SYdf�Lf/Pf.,e/f/E.9fdLE _ z � 339 soft G4P ZLAJ o 340 N I _ 3 r. a, .. ol . .. . �...�..... . ---�.-••-•:...... ' .:.:..+,;:.«:�:::::;.:»«:...:«.:...: ....+..a«. .: ;::T� - - Ex�.rr�/v 6 Sol 0 / / • 09r- y i ,J'LOIULs/ 0E,P"44454E JYlkrDULE 4o I � Q 1p g / � . lot 84 /M.�fP�l/tgBLE 1AlU.�.OTEO l0/L . • • i• . • l -- SECTION A - A PLAN MOUND ABSORPTION SYSTEM MOUND ABSORPTION SYSTEM �XT NOT TO SCALE OF QUEE � PRESSURE LATERALS I1`h' DIAMETER) AND MANIFOLD (3'DIAMETER) FOR ABSO� Tf1ON 4� N O SCALE: 1" = 1 0' SYSTEM TO BE SCHEDULE 40 PVC. ORIFICES SHALL BE Y." DIAMEI ER ON THE BOTTOM OF THE PIPES. INSTALL 1`h" DIAMETER MANOMETER (2Y,-FOOT RISER)ON DISTAL E OF ONEt ��,+ ,i7 N O ABSORPTION DISTRIBUTOR LATERAL. MOUND GEOTEXTILE MATERIAL SHALL BE$PE V IL ■ z EXXON GTF 125 TO SEPARATE MOUND TOPSOIL FROM MEDIUM SAND FILL SOIL. ALL NEW J � MOUND PIPE TO HAVE TIGHT JOINTS. TOPSOIL, AT LEAST 8"IN D'7PTH, SHALL it �t'FINE- Q Q m GRADED TO A SMOOTH SURFACE AND SEEDED TO GRASS. N O MOUND DOSAGE IS DESIGNED AT 4 CYCLES PER DAY,OR 130 GALLONS PER CYCLE. THISE, CORRESPONDS TO AN APPLICATION RATE ON THE ABSORPTION BED OF 0.27 GAUSF/DOSE, OR 1.08 GAL/DAY/SF. MOUND PRESSURE DISTRIBUTION LATERALS SHALL BE 19" DIAMETER SCHEDULE 40 PVC, WITH A TOTAL LENGTH EACH OF 54 FEET 127'FROM THE CENTER MANIFOLD). OWICES SHALL BE Y." DIAMETER DRILLED AT A SPACING OF 6 FEET, BEGIN14ING 3 FEET ON;EITHER SIDE OF THE MANIFOLD, WITH THE DISTAL END HOLE DRILLED IN THE PIPE CAP. TEN(10) N Y. ORIFICES SHALL BE DRILLED IN EACH DISTRIBUTOR LATERAL. FILE COPY cr W p. W uJ0. Lu t Q W _ GoANO, cfAtioOL TR OVJFE p J LV/7C N, A NON-fUJ/,QLE,OA[-Po[E r r CIO O PE S/IE OB[-TJ/ROkJ J.OfETyJaJIJL'//, �, jE EXTE.P/D,p J'CA!EE,VED OPEN/NG •�.- �� /'� � _ „ CaV116A1//F.1/CE L/6yT� s7u/rc</ I QED /6//PUMvEAfE?CEt/C1/ 7b ATMOSPNE,PE a' f�`•�' /s+!A" rr Q N -- - - - - -I I g r •f j LU / 4 \ \ r O 'MAX 2'MAX. 4 .N,4X 'r+-':: �000 eS./oiaexsrF I /00- OLfo 0 1 - APPr?QX --- J J000,-Si m 4r4WrW 3 TAmtwr JLoc r F/N GKHOE - • 4 VENT YWCWr ecocr w. ,,.iarw Iw:wiary � � •- �C'D.t/TROL .Q4.tTEL AA-' /'u O TEE B£No .BAP D D :.sUj i / PAc/EL I 4 0 aU/LLYNG L1QA/t/ O ,tsfrEe I BOX I '' f fiq a. I1ETr v. C 7 OOUDLE A/AND HOLE P/GAN I f41NV/N4 rRAP /1/inv csPrH ''• O Z - --- CLEANOUTS r K e.! i o �Pfx w�I»�.ER-Tlcvr a Q fEEDEQ Ova EX OUTLET ECr GO-,4.NP JF °"e 1 s . • y P, STANLI?40 , Uj • Tb METER I • = >'" r < • > • OLTELA�4TE WNENUM/YE17 W 4ULr47T/EB-T/CVT Wt.WD(X.I A) RECEPTACLE i � . � a/ AY LACK OF CO✓Ee (Foa cE✓EPATOCJ j ' cSEC7 OAS 4-4 - _ 5�E xB'LO✓6 =/r/_/J ,rii ` w __ w or a,Akm-"d1 ('OPGER-CL.4D NOTE • TYP/C,I L 8 0I L D/lVG DQ41N GROU.UD ROOJ • O aroma ai•tact 0, rWA Q" PVC ✓E/VT •F C -r.s ) /.O-/vfior AwlNrst o✓A'/1r nv FCET A /GLYETNIYEAF aC eGY[D/Ni Q X� •AS A"'O'DYTAWAI/o"or "#Art 7b P•flYiNT 12wexwyr 0 G,M� ,q2L re7,' 10,e F/TT/N(,I Jv4CC PPE �p/I 47N�D/vr, Yp pLgy µa N/KO•MAi,77/Us.SIC/L/TAr/.1/6 BE am,,4rNER- 7-lswTJ ,4LC E✓CCOSU�EJ „ f7/lzctE f�ttovlc W�J l d/RD JL�EENUj 01IF415 BA2 FOR L/FT OUT) •rr_ I 77ns W,AM I \ A - - ------- ♦ r . / ONT,(./o 4 P461i 1. SCyZR-471C -PYi!/ A.CEA,W,AINO t S n LSize lf7iX-'4w L>ti Q W /%2 P/TLESf ADAPTE % �� pl ••� e� w . i 1 �i1*Or 70 MT 1•1 Lan,501 w,orA B9('EK E Z 9,,9PTE;e r •` t] j 4 �•(. fr J CANClETE Pvc u/Jc/%9RCL-P/P,E�-� 1200 t0 2500 Gallon ' Heavy Duty Septic Tank '�m`"a`°�` i w.wL+Tiv .4 DR/LL �/9 A/OL A6 - �, . ,. RFKO.ICEMFNF AS(M AM1,S(jiM[IF I,0 W�4b 0 La6"mm/mw CON"Ve 0 .d'A rsf 7./IS eoAc/NG~.4, 'A Ai 4EE16A51MC490 t.�.] )':-/LJ' FN1M•lEO Y. SM1A-9tri SYACT 2< L0 eY S/lF Of p/ . . (NM PCBMLTER LaAo r TAPERED PLUO(TYPICAL) t_LHE(K V/7LVk O /EeUef/FQq/ O TE7K y y BL OC K DcT.41L ' O TNROTTL!!YG AL 1/6 rAsr \ O MNM 9,alL OQ Rn/Cs/� r SvvT-OFF 6 ,^ W - •64/N DPUMo PUMP OX PUMP DEAL 4 V J N EFrLUENT PUM.� _ SIUP PU�7P ¢ 7tM/1 a Cpf/lYol 14/4UXE -EACVPUMP /� ' / OTYPICAL z L FOR ALL !- 1' /J C I JIV/rew i �\ a' 31NLE1S Q fEE JPt CS )• CONT/NUOU.I AVJ/DE AFL A3QUEL I C i r S///M TO,QEL/Ei'E --- _ ' °° eex ovrriOE a/tra / i 11 i+ CU tlC CET E 4L/LM L/CYT 6 I �� �l s S%RESJOA/P/TLEII ':� • c I\ - i i f 1i /�� W CC s.i : . ...'•-� ` :' • �� + w \ C/.eCUAIAERE,NT/9L 6 I� � i i 1t 4GW07EQ ,,,.q1_._•d o.,� . ` o /[L lo�tlPefr j I G 'D C C41i/ } O 4J4 JCEDUtE 4e, /I Y7 r�fT • OUTt/OE OU/CEY � I1 i W \ `1 1200 Ism rAL L/6Nr 2600 2500 GAL ---- t 206 1500 GAL Jj<fT6M 6 0 \ W eovA[O r ?� J41/D, PEI JTa✓E, aPCRour U O Z ,9 4 i 2aoa2sooGAL �� ����` q JYALEO E✓DJ fff141f1VT L/f1 1,4110/V LfIA16L f -L //Vf fLfCTQ/CAL D/AG/eAM 0 BAFFLE J � U) ui A rs 1 INLET AND OUTLET TEES DESIGN CASE] Sl1PPtaED BY CONIRACTOfl. -0"<Fliw/ A lrE C.//.4.MEf,F INLET KNOCKOUTS PROVIDED FOR 6'PIFF IL (TRAFFIC) ON THREE SIDES. - W Q TANK --' —_ --- TAN)( LIQUID TANK WEJGIIT LBS SIZE OWSIOF LEVEL 0• •F IOr'_-- BOIiOM &1r FLE TOIM. O G1U.S. HEIGHT t' _ SEC1fON SECTIOIJ WE1giT N/EI(iFlr - \ 1200 55' _ T-3' 40 f-Y__ _10.041__ _11,7/2__ 926 22,711 / I500 .6,-3' 4 1' 10 5'-1' 12,033 11.742 1,134 -21909 W 2000 S.IT- 3'-T 4' 6- 4 9' 13.193- -16,316--- 1,262 30,771 J 2500 6'-11. 4 9' 543 5'9' 16.04J 16 3i6 1,559 33,916 v SPECIFICATIONS 2"PLdG VAL✓f--�E Z!/A!/CC 12'OJ ¢L CWEGC VAL✓E - DUPLEX LIFT STATION SEX/EJ .v0_&rAf/-STEEL, �CLOW [!Jr!/4. .2d✓dooY .x0/vZE j I eto vu a,ou urEo Ifl- 2y k1z JzCi T CASTING SHALL BE PRECAST CONCRETE UNIT 5'0' I.D. x 7'-0. OVERALL HEIGHT WITH / /a� / INTEGRAL 3'-6'x 3'-6• ALUMINUM HATCH AND LADDER RUNGS AS SHOWN ON PLAN. LIFT STATION SHALL HAVE FACTORY CAST-IN ALUMINUM HATCH AND CORROSION- 2 0 RESISTANT,CAST-IN STEPS. LIFT STATION PIPING SHALL BE SECURED AGAINST MOVEMENT OR JOINT SEPARATION. (PUMPS SHALL BE SET AND SECURED AGAINST ROTATIONAL FORCES.1 •• z• SPECIFICATIONS CONTRACTOR SHALL PROVIDE MECHANICAL VAPOR-TIGHT, LIQUID-TIGHT. SEAL { til FITTINGS AT JUNCTION BOX ON PUMP CONTROL AND POWER LEADS TO PREVENT GASES ALL CONCRETE CASTINGS SHAH BE SAME OR EQUAL TO THOSE MANUFACTUREDCn FROM REACHING JUNCTION BOX THROUGH CONDUIT. LEADS FROM JUNCTION BOX SHAH ,,; • cc SUFFICIENT LENGTH AND SLACK TO ALLOW REMOVAL OF PUMPS AS MAY BE BY THE FORT MILLER COMPANY,GREENWICH, NEW YORK. All PIPE OPENINGS OD ♦ BELOW 1 FROM TOP OF LIFT STATION &VALVE CHAMBER CASTINGS SHALL BE W OD`�'� FITTED WITH H FACTORY CAST-IN FLEXIBLE BOOTS WITH STAINLESS STEEL CLAMPS NECESSARY. ALL POWER AND CONTROL WIRES SHALL BE ENCASED IN CONDUIT. FOR WATERTIGHT PIPE CONNECTIONS. SEPTIC TANK SHALL BE FITTED WITH CAST Z � Z IRON FRAMES AND COVERS (SEALED PATTERN TO PREVENT ESCAPE OF ODORS) h PUMPS AND CONTROLS SIDE TO CAMPBELL FOUNDRY COMPANY PATTERN NO. 9502. ` J u PUMPS SHALL BE GOULDS MODEL 3885(EFFLUENT, T:' SOLIDS), ORDER NO. WE051211H; CL Y, HP, 230 VOLT, SINGLE-PHASE, 3500 RPM(NIAGARA MOHAWK SERVICE IS REPUTEDLY • CONTRACTOR SHAH.FURNISH &INSTALL 1500-GALLON HEAVY-DUTY PRECAST $ 00 115/230 VOLT, SINGLE-PHASE.) a � :• CONCRETE SEPTIC TANK. SEPTIC TANK SHALL BE INSTALLED A MINIMUM OF 10' � Ca N THE MAIN DISCONNECT AND CONTROL PANEL SHALL BE GROUNDED IN ACCORD WITH THE FROM THE HOUSE AS INDICATED ON SITE PLAN. ALL CONCRETE CASTcc INGS SHALL NATIONAL ELECTRIC CODE. I pL A V BE SET DEAD-LEVEL ON A BED OF N2 CRUSHED STONE, 12'THICK. 25 Y CONTROLS SHALL BE A2-3 MERCURY FLOAT SWITCHES; DUPLEX A6 SERIES CONTROL • BUILDING DRAIN SHALL BE 4' DIAMETER SCHEDULE 40 PVC AT A MINIMUM SLOPE - ' O } SYSTEM, MODEL NO. A6 1012 COMPLETE, WITH HINGED INNER DOOR; NEMA 3R12 OF ME BED PIPE L 40 PVC SOIL. GRAVITY SEWER SHALL BE 4' 3 FIBERGLASS ENCLOSURE; PANEL BOX HEATER; ALARM BELL/SILENCER/LIGHT;NOR; NEM ; ELAPSED TIME DIAMETER SCHEDULE 40 PVC TO LIFT STATION FROM SEPTIC TANK,SLOPE'A' - "�>` u}J Z PER FOOT . THE 2• DIAMETER FORCE MAINS FROM THE LIFT STATION VALVE CHAMMBB METERS; SEAL FAILURE INDICATOR; HIGH TEMPERATURE SHUT-DOWN; 14) MERCURY FLOAT THE -- _ `\ ER SHALL BE SCHEDULE 40 PVC. BED FORCE MAINS IN COMPACTED I �0��o!any++•- p� cc y SWITCHES WITH FLOAT MOUNTING BRACKET. SAND IN ACCORD WITH TRENCH DETAILS. 4`o y�•� a� °;•���'p p D LL N NOTE:A DUPLEX CONVENIENT OUTLET IS TO BE PROVIDED AT THE CONTROL PANEL WITH rn AN EMERGENCY POWER CONNECTION AND GROUND FAULT INTERRUPTER. C • /041YOMETE,p VENT,p/Jf,p Df TA/L � vi .N. cc S W W � Z N - J7N/SHED GRF,'OE � N - --- -71- 'COM�DELL' QJ9 M// CPRt/u[AE F[[ I /3S[oPE � LU C II— W Cm/ Cv.t.9PA�7 EL7 N -- F/.VLJN O GX/VOi'• F,CpMf Cb✓E'Q /2'•[.�YE?_S .�- A f � COVER M9TE - .-- - --- ----- ---- / /vz sms1E we O � •`: LbMPAC TES P/PE TITHE BACKF/L L • •CO.ltC1f/Voa l HlPDUNL7 A,I/O AL30 V6 .o%oE ft+.NaAcraO P/PE 2V'VE � AS SffO)V,v . CCe ---- 0. • COMOF7Cr O • raGLDS OU PUMPS,INC. _ • A FMls rEw c a 17ur O° CNECL a'; i.�, R ,� • E .. qFNFC Wo IgCUG t/Ac✓E 2' METERS FEET _.__ --- , VALE - • F 1 120 - - . • Cgs � � Q •- MODEL 3885 r a TP6Ncf/lAi za6 e N/yOL E �'''�. _ W •° 351 ! 1 SIZE 3/4" Solids — 1 4Luc4iNUM 4LLas7 a'a • o- �_" •: Ito YYEISHN I -' _ A'ORQANL7 A/OLD/N4 o, .• •~ a JTAL1/LfSf J•7EEL • bb TyP/C,IL T)CMCN Df T/9/L I - eaa r e,4AA0 c� ZAI 90 -t -I------ -- --+--- - - - ` :o D:as o ,O C...T Pr'YJNEO..., J o �.- _`aa �- DRA/N TO I.. 11; *_ ♦ • • • • - - .j q,•O;<<.0'a _l - - —_-�.c�o'._ LJFTJTAT/O.V 2"'A@1lECT/O.V I�� I_ �•.yyi .fEWE2 P/PE ` t I I L .f'-o- oiAM rE,C G fiJVLTN 6L/o0E P /NTO M A/ AT EA P/PE S GL/NE i 1 20j I I SECTION - 11gLVf Cf/AMBER • - --=:7-- J - _ _ (.v..,.) Ga64)N!/LAA•F/LL�T^ /3SLLVLr • E • \ ` - �- --- - -�- -_t_ COMOA4-rE0 /N 1YP/CqL : FLEX/OLE NEOP,?EA/E Z - /z"LAVE<S o o; a DOOT DEAL AJIEMBLJ ~ ( UIEQSHN �' O }- } 1 t5 �- + , a' a.. /N CO•QED HOLE. O - I 44 Af/R C rde-N JEAL'� (n � 4o I j -� - i j ; !•nstaulr CO✓iQ 7"E J N Z t0I - I-- -- -- .-_ -.... - ..- _�. + _ _� --1- LM.N/•,fC711'D P/PE mNE 4wrl,CF/LL Q Q m 4 I I I L E X/J3 L f CONNfC T 10N 20 _..+-- - -�--- TO GE CLEAN S.9.v0 U•I/['�EA?� - --� i CCL//1/CTEO P/PE mNE �' As SA ,vN�O .vaOVLr ,�,.,�� TO M�9/VHOL E N O s` j + r �wcrFicc JEln,nrc) -� — to / :- 1 j t t ) cQ•Mg9CrED LffL]D/,(/c CMAV nl o n tea 20 T 40 50 60 70 RO 90 ion 110 120 GPM N L 0 TO 20 30 m'AI CAPACITY 7YENCV/NROL,e N N • DaiyD AzrRF0.4 A1'1U D474 • • TyP/CAL TTf#C!1 Df T41Z - LU cc LU Uj m W F- F- W a W W = 0 N