2008-516 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Pen-nit Number. P20080516 Date Issued: Thursday, January 22, 2009
This is to certify that work requested to be done as shown by Permit Number P20080516
has been completed.
Tax Map Number. 523400-302-005-0001-098-000-0000
Location: 474 AVIATION Rd
Owner. JOLLEY ASSOCIATES; A VERMONT GENERAL PARTNERSHIP
Applicant: JOLLEY ASSOCIATES, A VERMONT GENERAL PARTNERSHIP
This structure maybe occupied as a:
Demolition
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the """
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080516 Application Number. A20080516
Tax Map No: 523400-302-005-0001-098-000-0000
Permission is hereby granted to: JOLLEY ASSOCIATES, A VERMONT GENERAL P
For property located at: 474 AVIATION 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: JOLLEY ASSOCIATES, A VERMOT, Demolition
PO BOX 671
ST. ALBANS, VT 05478-0000 Total value
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2008-516
demolition of 45' x 30'building
$20.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, September 30, 2009
(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 Que bu T , September 30, 2008
SIGNED BY th for
o e Town of Queensbury.
Director of Building&Code Enforcement
Z S' O OFFICE USE ON Y •y-
TAX MAP NO. PERMIT NO. FEE P
' Permission is hereby grant to the a ve named Applicant to demolish the building(s)
described herein as se rth in a ation
0e _ a
Director of Bui1 Ing odes ate 0 }
..... ....................................................... -----------
APPLICATION FOR DEMOLITION PERMIT.
Fill in applicable spaces and submit two (2) plot plans, drawn to scale, showing lot
boundaries with dimensions and adjacent roads / streets. Show all existing structures
on the property and indicate which are to be demolished. Indicate on the plot plan the
location of all utilities.
APPLICANT/BUILDER:--5 o 1�e.y OWNER: G►�'� -
ADDRESS: 5L1 ST ADDRESS:
PHONE NOS. 7OA- "5 �+� — b PHONE:
PERSON RESPONSIBLE FOR WORK: CS r, Rv t ec "r PHONE:
LOCATION OF DEMOLITION: q7q
WHERE WILL DEMOLITION MATERIAL BE DISPOSED?
� c ASBESTOS INFORMATION: �iI
✓ Is there any asbestos within the building to be demolished YE I NO
✓ If YES, our office needs the following information:
o Name of firm removing the asbestos:
o License number of firm:
o Indicate where the asbestos material will be disposed:
NOTE:A copy of Asbestos Removal Report must be filed with our office before demolition begins.
STRUCTURE INFORMATION:
✓ Indicate which structure(s)will be demolished: RESIDENCE GARAGE BUSINESS
STORAGE BLDG. OTHER
✓ Size of structure:��X tea_
✓ Number of stories: _
✓ Foundation type: FULL CELLAR CRAWL SPACE SLAB
✓ Foundation: WILL BE REPLACED WILL NOT BE REPLACED
✓ Structures(s): WILL BE REPLACED WILL NOT BE REPLACED !/
UTILITIES INFORMATION: /
✓ Indicate utilities for t7ONSITE
ucture: GAS N'� ELECTRIC Y PROPANE N
PUBLIC WATER WELL-WATER PUMP N(t PUBLIC SEWER N14
Have you notified the Town Water Dept. for public water and public sewer disconnect? YES /NO—
"ha')
Have all utilities been disconnected: YES NO_
QUESTIONS? CALL 761-8256 OR EMAIL
cgdeso cigeensbu rv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensburv.net
SIGNATURE OF APPLICANT
Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804
Queensbury Building & Code Enforcement - Residential inal Inspection
Office No. (518) 761-8256 Arrive: a m part: am/pm
Date Inspection request received: Inspector's Initials:
NAME: P T :
LOCATION: D T l Zz—t»�__
TYPE OF RUCTURE:
Comments:
4" Building Number Address visible from road %�
ChimneyHeight/"B°Vent/Direct Vent Location ! .
Fresh Air Intake �'
3 inch PlumbingVent through roof minimum 6 inches Tt�C1 '�,
_.�Roof Complete/Exterior Finish Complete -_,
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs deckspatios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Brawn /Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors I Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access i .ft.-150 sq.ft.vents
Bathroom Fans,if no window _
Plumbing fixtures
Foundation insulation/Insulation Certification
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency ress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'A"Gypsum
Basement stairs closed rise>4 inches v
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pie Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C I C or C 10 Temporary/Permanent
LABuilding&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Forrn_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08
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(n g o_ CONVENIENCE EXISTING AID BY MINIMUMIVES OFSOWIMI R1ve19 ASSO M7�
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�,OOPY �D °vEMENTs LAND sp' / Site Statistics19
4"X 12" TAPPING SLEEVE TO BE REMO I C IN1EG. 14.0' 000
AND VALVE - SEE AIL P " aid CURB ,
I W NEW 4 DIP W W WHO.� 4 CLAD L FENCE N TAX MAP PARCEL 288.16-1-3 E"4 Z to
A LINE a ZONING: HIGHWAY COMMERCIAL INTENSIVE o
3 gL �, - / SITE AREA: 1.5 ACRES (65,211 sf) +'
REMOVE EXIST CURB STOP ;� I # 3 W >+ o
SHUT OFF EXIST. SERVICE AT CORP. STOP CURBB GAS I e*110 / LANDS N/F OF SITE UTILIZATION =3
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AND CAP END OF CORP. STOP wv ISLAM } OONCRE� McCORMACK BUILDING AREA: 4,250 sf = 6.5% Z 0 >
E a E WALK CANOPY AREA: 3,450 sf = 5.37 W
I PARK' PAVEMENTS: 31,050 sf = 47.6X ��i o n
E,�,,,,q i PERMEABLE AREA: 26.461 sf = 40.6X (30X REQUIRED) 3
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4 GAS 4 A / REQUIRED PARKING:
0LAND I b CONVENIENCE STORE: 1 per 150 sf = 28 SPACES
CANOPY BOLLARDS _ PROPOSED PARKING: - 28 SPACES W C
V Eat�x a CURB �.�- - 2 ACCESSIBLE PARKING SPACE PROVIDED p H 3 .6- -0
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MEET EXISTING ` CONNECT TO EKWNG ZeD 10 `; IPF REQUIRED PROPOSED z F° 0
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g CURB GAS ROUTE 9 (TRAVEL COR.): ' (CANOPY) 0 - ,I 75.0 75.0 CANOPY Q �•�1
MARKERS REAR : 25.0' 63.0' [�i
MEET EXISTIN I • '!� �j
NEW ASPHALT TO °� • SIDE (NORTH): 20.0' 75.8'
' '• SIDE (SOU K OF QUEEN MAY 52.4 [--+ 0 0
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EXISTING CONDITIONS NOTES PROTECTIVE ORGANIZATION f
aRF 1-800-962-7962 CONT
1. ALL EXISTING FACILITIES AND SITE IMPROVEMENTS 70 BE 48 HOURS NOTICE REQUIRED
REMOVED INCLUDING ASPHALT AND CURBS UP TO TH£ FRONT PROPERTY LINE.
I 2. REMOVALS TO BE PHASED SO THAT EXISTING FACILITES CAN
LEGEND. REMAIN IN OERATION WHILE THE NEW RETAINING WALL. IS CONSTRUCTED V coo � 0 � 0
/ AND BACKFlLI.ED. 2
THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY
I 3. SEE SHEET SP-3 FOR GRAVEL CONSTRUCTION ACCESS TO REAR AREA OF A RESOLUTION ADOPTED BY THE PLANNINGEXISTING TREEUNE FOR RETAINING WALL CONSTRUCTION. z � z z
/ BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH z W
THE FOLLOWING CONDITIONS ''
EXISTING TREES U 2
/ 1. THE TOPOGRAPHICAL AND ADJACENT BUILDING BE DEPICTED
UTIUMES N07E ON THE FINAL DOCUMENTS.
r„ SMOOTH FORM FINISH on CURB C y m
Q EXISTING SEWER MANHOLE 2 U a a
/ # EXISTING CUT OFF LIGHT POLES TO BE REMOVED 1' E) �NNEGW p�HENTRANCES TI AN SITE D UNNECESSARY To
Pa.ES TO BE REMOVED. 2 THE APPLICANT WILL ELIMINATE THE GREEN FRONT � °` Q'" °r � °�
1/2 RADIU 1 5 DOOR FASCIA. W .� 0.
I * EXISTING DECORATIVE STREET LIGHT 3. THE APPLICANT NOTES THAT THE DESIGN OF 4) 4j
FINISHED GRADE LAWN THE BUILDING WILL INCLUDE THE BRICK FACADE AS CD
CC13 EXISTING UTILITY POLE a >: / \ \ PRESENTED TO THE BOARD. p $ ,� °o C °o
EXISTING OVERHEAD ELECTRIC \ 4. THE MAIN ID SIGNS HEIGHT TO BE LIMITED TO 15 FEECK Cr.
o / AND THE DRAWING PROVIDED BY THE APPLICANT. p
PROPERTY LINE 1" TOP COURSE ASPHALT
�- EXISTING SIGN V
5v v b v
AC 2' BINDER COURSE ASPHALT :Qa �' '�.+ rn � rn rn
I ACCESSIBLE PARKING SPACE
.b ' o. .o; GqAN�� SUBBASE ZONING ADMINISTRATOR DATE `•° Z `•° '' `r°
EXISTING CATCH BASIN o. o;O a;:a ,. '
❑ '� -. . . a•:_ NYS DOT SECT. 304► TYPE 4 = o
°f £ .oy ' •o �. CSo: �-Q CS7MPACIID 10 95% STD. PROCTOR m E C) '' // 6" GRANULAR SUBBASE COURSE
® NEW CATCH BASIN `� o o CCP NYS DOT SECT. 304 TYPE 4
s1 NEW DRYWELL \ COMPACTED TO 95X STD. PROCTOR pAwk m
�- SUBGRADE COMPACTED TO "
.. NEW SITE LIGHTS \ \��/�j\ \ \�� 9 IBGRADE COMPACTED TO 9OX STANDARD PROCTOR min t Jule 1Z 2007 Fbepa SITE LAYOUT
SEE SHEET SP-5 9 Hr STANDARD PROCTOR
to PfanWtWp Board and
JO DETAIL SYMBOL ` °^ °^is AND UTILITY PLAN
- w EXISTING WATER MAIN � ASPHALT PAVEMENT CONCRETE CURB •- 2 e�APPr�27,2007
CLASS 52 CLDIP MEETING AWWA SPEC. C150 do C151. -s _ _ Q EXISTING SEWER MAIN NOT TO SCALE NOT To SCALE
CmAm
PUSH-ON JOINTS COMPLYING W/ AWWA C111 a bw 2A 2W ReAn
FITTINGS TO BE MJ COMPLYING W/ AWWA C110 - -w- - NEW 4" DIP WATER MAIN SP- 1
Waler BerYlcs b Bt�Ip
INSTALLATION TO BE IN COMPLYANCE W/ AWWA C600 - -s - _ NEW 6" PVC SEWER LATERAL
AND QUEENSBURY WATER DEPARTMENT STANDARDS
DATE= MAHCH 16, 2007 SHEET 1 OF 6
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