CC-000527-2017 TOWN OF QUEENSBURY
- 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
4�:.. Community Development - Building& Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: CC-000527-2017 Date Issued: Tuesday, April 2, 2019
This is to certify that work requested to be done as shown by Permit Number CC-000527-2017
has been completed.
Tax Map Number: 296.13-1-19
Location: 973 State Rte 9
Owner: Charles Kane
Applicant: Charles Kane
This structure may be occupied as a: Commercial Alterations 2884 s.f.
Tenant: U-Drive Auto Rental By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the /
) )44<-----
property owner of the responsibility for compliance with Site Plan, L`'
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.
J �. TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: CC-000527-2017
Tax Map No: 296.13-1-19
Permission is hereby granted to: Charles Kane
For property located at: 973 State Rte 9
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
Owner Name: Charles Kane Business Office-Alteration $50,000.00
Owner Address: 797 Main ST Total Value $50,000.00
Poughkeepsie,NY 12603
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
Commercial Alterations 2884 s.f.
Tenant:U-Drive Auto Rental
$576.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,August 31,2018
(If a longer period is required,an applic 'on for an ex io ust be made to the code Enforcement Officer
of the Town of QuerQu�en
or;;h;ePirat dat
Dated at the Town o T ust 31,2017
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
Permit#:
PRINCIPLE STRUCTURE PERMIT
APPLICATION Permit Fee:$ -=�
Town afC�iteensbur. *Rec Fee: $ N1�
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queensburynet Invoice#: z1��
Project Location:
Tax Map ID #: ,' � L-~'_t� Subdivision Name: {�A►
*TOWN BD. RESOLUTION 86-2013: $850 recreation fee for new dwelling.units. .single famiJy ,olexes/two-family,
multiple family, apartments, condominiums,townhouses, and/or manufa r 8e otWa hTe t mobile
homes. This Is In addition to the permit fee(s). tl 11 ��11
CONTACT INFORMATION: AUG 2 5 2017
• Applicant: ` } '�FNSE;JRY
Name(s): GUILDING r-CODES
Mailing Address, C/S/Z:
Cell Phone: ( ) ?42— 'Zollb Land Line: (64-t7 ) AEK2 —64W
Email:-YC4 N e 1M O+bIC W.> i(2 CO• Conn
• Primary Owner(s):
Name(s): Aa�J ILS�C0,11-
Mailing Address, CJS/Z:
Cell Phone: _� ) Land Line: � )
Email:
s Contractor(s):
Business Name: ` _ -� rI rr
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone:�_) Land Line:
Email:
• Architect(s)/Engineer(s):
Business Name: y4c4mSNolk--
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: ) Land Line: -0
Email: r. corn
Contact Person for Building & Code Compliance: �Iptd•
Cell Phone: ) Land Line:
Email: .Y-r- Q0
Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017
d
PROJECT INFORMATION:
TYPE: Commercial Residential
WORK CLASS:
Single-Family _Two-Family _Multi-Family (# of units
/' )
_Townhouse V Business Office —Retail _ Hotel/Motel
_ Industrial/Warehouse Garage (# of cars ) V/ Other (describe C*4
<74l
SQUARE FOOTAGE:
1 st floor: f;v
Ind floor: _
3`d floor:
4" floor:
Total square feet:
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ UOb
2. Proposed use of the building:
3. If Commercial or Industrial, indicate the name of the business: U_ SNA-415; AM
4. Source of Heat (circle one): Ga Oil Propane Solar Other
Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one per appliance
5. Are there any structures not shown on the plot plan? YES Explain:
6. Are there any easements on the property? YES NO
7. SITE INFORMATION:
a. What is the dimensions or acreage of the rcel? IgTS •�t jj)
b. Is this a corner lot? YES NO
c. Will the grade be changed as a result f the construction? YES ®O
d. What is the water source? <ZED PRIVATE WELL
e. Is the parcel o<EER>
r a PRIVATE SEPTIC system?
Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017
o t
DECLARATION:
I. 1 acknowledge that no construction shall commence prior to issuance of a valid building permit and
work will be completed within a 12 month period.
2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to
fees and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building
Codes, local building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate
of occupancy.
5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all
newly constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: — 1+
SIGNATURE: DATE:
Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017
INSPECTION WORKSHEET (BINS-001729-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:CC-000527-2017 Case Module:Permit
Inspection Date:Mon Apr 1, 2019 Inspection Status:Passed
Inspector:John O'Brien Inspection Type:Commercial Final Inspection
Job Address:Parcel Number:973 State Rte 9
Queensbury, NY 12804
296.13-1-19
Contact Type Company Name Name
Applicant Kane, Charles
Primary Owner Kane, Charles
Architect Rucinski-Hall Architecture
Business Name U-Drive Auto Rental
Granted Permission Kane, Charles
Checklist Item Passed Comments
Doors 36 inch wLever Hand Panic Hardware, if
req
YES Install lever handles
Boiler/Furnace Enclosurer Fire Ext System YES Redo condensate drain with vent for office furnace
Gas Furnace Shut Off YES Install shutoff for office furnace
Final Electrical / Flex Gas Piping Bonded YES Submit final electrical inspection
Site Plan Variance required YES Call Bruce Frank to schedule final site inspection
Bldg Num or Tenant Address on Bld or Drive YES Install 4" number on building
Apr 01, 2019 Page (1)
INSPECTION WORKSHEET (BINS-001729-2019)
Checklist Item Passed Comments
OK to Issue Temporary C/O YES 8/8/18 Final Inspection Partial Approval- Temporary CO
Approved
Condition:
-Complete all site items.
OK to Issue C/O YES Remove junk and debris by outside bathroom - Approved
4/1/19 Final Inspection Approved - Ok to Issue CO!
3/29/19 Zoning Sign Off by Bruce Frank
Apr 01, 2019 Page (2)
O'Brien, John (Inspector)
296.13-1-19 CC-000527-2017
FILE CQPY Kane, Charles/U-Drive Auto Ren
973 State Route 9 tal
HANSON
Commercial Alterations 2884 s.f.
GEOLOGIC & ENVIRONMENTAL CONSULTANTS
AN VLEET, LLC
August 2, 2017
Mr. Ethan Peter Hall,Architect C E E
Rucinski Hall Architecture
134 Dix Avenue
Glens Falls,New York 12801 I AUG 2 5 2017
RE: Pre-Renovation Asbestos Survey TOWN OF C'UEENSBUBY
BUILDING&CODES
973 State Route 9 Queensbury,New York
Dear Mr. Hall:
Hanson Van Vleet, LLC conducted a pre-renovation asbestos containing material (ACM) survey
at the one-story structure, located at 973 State Route 9, Queensbury, Warren County, New York
Tax ID # 296.13-1-19. A site location map is attached to this letter report. The survey was
conducted to determine if any ACM exists within the structure, prior to renovation. HVV is a
licensed by the New York State Department of Labor under license # 05-0220 to perform
asbestos inspections, sample collection and surveys. Samples of all types of suspected asbestos
containing material (SACM)were collected. All samples were collected by a NYSDOL licensed
Class D Inspector, in accordance with 12 NYCRR Part 56, as amended effective September 21,
2007 (referred to as Industrial Code Rule 56) and 29 CFR Part 1910 dated April 10, 1994. The
sampling was conducted on July 24, 2017. A copy of the NYSDOL Asbestos license is attached
to this letter.
Methods
The asbestos survey was conducted on July 24, 2017. Prior to initiating sampling, an on-site
walk-through inspection of the building was performed in accordance with Subpart 56-5(e) of 12
NYCRR Part 5. County records indicate the structure was constructed in 1972.
Based on the site inspection, sampling of materials was performed to evaluate for suspect
asbestos containing materials (ACM). Bulk samples were collected following standard sampling
procedures. The samples were placed in sealed sample bags and delivered by Federal Express to
EMSL Analytical for analysis under formal chain of custody procedures. Friable type materials
were analyzed by Polarized Light Microscopy (PLM) via the NY State ELAP 198.1 method.
Non-organically bound (NOB) materials were analyzed by PLM via NYS method 198.6 NOB.
If the NYS method 198.6 NOB was inconclusive, the NOB materials were then analyzed by
transient electron microscopy (TEM)via NYS method 198.4 NOB.
902 Route 146 (518)371-7940
Clifton Park, New York 12065 Fax(518)371-5885
Pre-Renovation ACM Survey
973 State Route 9 Queensbury,NY
Page 2 of 3
INSPECTION RESULTS
The inspection revealed a former service and tire retail station of concrete block construction,
with a flat bitumen roof. The structure had an office, service area, rest room and reception area.
The windows and doors were aluminum framed with no glazing. Garage bay doors were also
aluminum. A renovation of the interior of the building is proposed. Interior building materials to
be disturbed by the proposed renovation include; slate flooring, drywall ceiling in the office,
drywall ceiling in the garage area and bathroom and ceramic tiles in the bathroom. A second
garage building exists on the property but no renovations that would disturb the existing building
materials are planned at this time.
Interior
The interior construction was concrete block walls, with a concrete slab floor and drywall ceiling
in the service area, slate floors, wood paneled walls, and open ceilings in the reception area, and
ceramic tile floors walls with drywall ceilings in the bathroom. Suspect ACM was limited to
drywall on the ceiling of the office, and a second type of drywall identified on the ceilings of the
garage bay area and bathroom. Three samples of each type of suspect ACM were collected. This
included samples of the hardy board type drywall identified on the ceiling of the office room and
standard drywall identified in the garage bays, and bathroom. No other suspected asbestos
containing materials were observed within the structure that are to be disturbed by the planned
renovations.
Exterior
The exterior consisted of concrete block with aluminum trim and flashing and a bitumen roof.
The proposed new roof on the building will encapsulate the existing roof and no plans to remove
or disturb the existing roofing materials are proposed. No suspected asbestos containing
materials were observed during the exterior inspection that are to be disturbed by the proposed
renovations.
Asbestos Containing Material Sampling Results
Samples of six suspected asbestos containing materials were collected and submitted for
analysis. The analytical results did not identify any materials considered asbestos containing.
The results of the analysis are summarized below. The Analytical results and chain of custody
are attached to this letter.
Table l
Asbestos Sampling Locations and Analytical Results
Sample No. Type of Material Location Result Approximate
Quantity
SI-A Drywall Ceiling Office None Detected 50 sq ft
Sl-B Drywall Ceiling Office None Detected 50 sq ft
S1-C Drywall Ceiling Office None Detected 50 sq ft
S2-A Drywall Garage and None Detected 400 sq ft
Bathroom
S2-13 Drywall Garage and None Detected 400 sq ft
Bathroom
S2-C Drywall Garage and None Detected 400 sq ft
Bathroom
Pre-Renovation ACM Survey
973 State Route 9 Queensbury,NY
Page 3 of 3
Conclusions
Testing of three samples of each of the two types of suspect asbestos containing materials was
performed pursuant to 12 NYCRR Part 56, (Code Rule 56). Materials are considered asbestos
containing if they contain 1% or more of asbestos. All results were "none detected". None of
the samples analyzed are considered ACM.
The results of the asbestos survey did not identify any asbestos containing materials.
Recommendations
The analysis indicates that the sampled materials are not ACM. ACM abatement is not required
prior to renovation.
If you have any questions regarding this survey, please contact Hanson Van Vleet LLC at (518)
371-7940.
Very truly yours,
Hanson Van Vleet, LLC
e L/��
James Gironda
NYSDOL Class D Inspector Certificate# 07-05263
Attachments
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FIGURE 1: SITE LOCATION H ANSON WATERSUPPLY a
973 ROUTE 9 - - - --- - __-- --
ENVIRONMENTAL CONSULTANTS
QUEENSBURY NY ANVLEET, LLC
902 ROUTE 146 CLIFTON PARK,NEW YORK 12065 (518)371-7940 FAX(518)371-5885
EMSL Analytical, Inc. EMSLOrder: 031723139
307 West 38th Street New York,NY 10018 Customer ID: HANS22
Tel/Fax:(212)290-0051/(212)290-0058 Customer PO:
http://www.EMSL.com/manhattanlab@emsl.com Project ID:
Attention: James Gironda Phone: (518)371-7940
Hanson Van Vleet, LLC Fax: (518)371-5885
902 Route 146 Received Date: 07/26/2017 10:33 AM
Clifton Park, NY 12065 Analysis Date: 07/31/2017
Collected Date: 07/24/2017
Project: QUEENSBURY TIRE, NY
Test Report:Asbestos Analysis of Bulk Material
Analyzed Non-Asbestos
Test Date Color Fibrous Non-Fibrous Asbestos
Sample ID S1A Description OFFICE CEILING-DRYWALL
031723139-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable 07/31/2017 Brown/Gray 15.00%Cellulose 65.00% Gypsum None Detected
20.00% Non-fibrous(other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID S1 B Description OFFICE CEILING-DRYWALL
031723139-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable 07/31/2017 Brown/Gray 20.00%Cellulose 65.00%Gypsum None Detected
15.00% Non-fibrous(other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID SIC Description OFFICE CEILING-DRYWALL
031723139-0003 Homogeneity Homogeneous
PLM NYS 198.1 Friable 07/31/2017 Gray 10.00%Cellulose 65.00%Gypsum None Detected
25.00% Non-fibrous(other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID S2A Description GARAGE BAY AND RECEPTION AREA-DRYWALL
031723139-0004 Homogeneity Homogeneous
PLM NYS 198.1 Friable 07/31/2017 Brown/Gray 20.00%Cellulose 65.00% Gypsum None Detected
15.00% Non-fibrous(other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID S26 Description GARAGE BAY AND RECEPTION AREA-DRYWALL
031723139-0005 Homogeneity Homogeneous
PLM NYS 198.1 Friable 07/31/2017 Brown/Gray 20.00%Cellulose 65.00%Gypsum None Detected
15.00% Non-fibrous(other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial Report From:07/31/2017 18:27:52
ASB_198x 0009_0001 Printed 7/31/2017 6:27:56PM Page 1 of 3
EMSL Analytical, Inc. EMSL Order: 031723139
307 West 38th Street New York,NY 10018 Customer ID: HANS22
Tel/Fax:(212)290-0051/(212)290-0058 Customer PO:
http://www.EMSL.com/manhattanlab@emsl.com Project ID:
Test Report:Asbestos Analysis of Bulk Material
Analyzed Non-Asbestos
Test Date Color Fibrous Non-Fibrous Asbestos
Sample ID S2C Description GARAGE BAYAND RECEPTION AREA-DRYWALL
031723139-0006 Homogeneity Homogeneous
PLM NYS 198.1 Friable 07/31/2017 Gray 15.00%Cellulose 70.00% Gypsum None Detected
15.00% Non-fibrous(other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial Report From:07/31/2017 18:27:52
ASB_198x 0009_0001 Printed 7/31/2017 6:27:56PM Page 2 of 3
EMSL Analytical, Inc. EMSL Order: 031723139
307 West 38th Street New York,NY 10018 Customer ID: HANS22
Tel/Fax:(212)290-0051/(212)290-0058 Customer PO:
http://www.EMSL.com/manhattanlab@emsl.com Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods.The
reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date: 7/26/2017 Sample Receipt Time: 10:33 AM
Analysis Completed Date: 7/31/2017 Analysis Completed Time: 4:39 PM
Analvst(s):
Chad Layne PLM NYS 198.1 Friable(2) Krystal Harris PLM NYS 198.1 Friable(4)
Samples reviewed and approved by: - �
James Hall,Laboratory Manager
or Other Approved Signatory
NOB=Non Friable Organically Bound N/A=Not Applicable VCM=Vermiculite Containing Material
-In New York State,TEM is currently the only method that can be used to determine if NOB materials can be considered or treated as non-asbestos containing.
All samples examined for the presence of vermiculite when analyzed via NYS 198.1.
-NYS Guidelines for Vermiculite containing samples are available at http://www.wadsworth.org/labcert/elapcert/forms/VermiculitelnterimGuidance_Rev070913.pdf EMSL
maintains liability limited to cost of analysis.This report relates only to the samples reported above and may not be reproduced,except in full,without written approval by
EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.Interpretation and use of test results are the responsibility of the client.
Samples were received in good condition unless otherwise noted.
This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the federal government.This report
may contain data that is not covered by the NVLAP accreditation.
Samples analyzed by EMSL Analytical,Inc.New York,NY NYS ELAP 11506
Initial Report From:07/31/2017 18:27:52
ASB_198x 0009_0001 Printed 7/31/2017 6:27:56PM Page 3 of 3
STATE OF NEW ' ._ RK _ DIPAIRTMEN101 LABOR
ASBESTOS CERTIFIATE
JAMES J GIRONDA
ASSXPIF )
D IISP(1 1/17)
UST BF CARRIED ON ASBESTOS PROJECTS E
New York State—Department of Labor
Division of Safety and Health
License and Certificate Unit
State Campus,Building 12
Albany,NY 12240
ASBESTOS HANDLING LICENSE
Hanson Van Vleet, LLC FILE NUMBER: 05-0220
LICENSE NUMBER: 28463
902 Route 146 LICENSE CLASS: RESTRICTED
DATE OF ISSUE: 03/02/2017
Clifton Park, NY 12065 EXPIRATION DATE: 03/31/2018
Duly Authorized Representative—D Kirby Vanvleet:
This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of
the New York State Codes,Rules and Regulations(12 NYCRR Part 56). It is subject to suspension or revocation for a(1)
serious violation of state,federal or local laws with regard to the conduct of an asbestos project,or(2)demonstrated lack of
responsibility in the conduct of any job involving asbestos or asbestos material.
This license is valid only for the contractor named above and this license or a photocopy must be prominently displayed at the
asbestos project worksite. This license verifies that all persons employed by the licensee on an asbestos project in New York
State have been issued an Asbestos Certificate,appropriate for the type of work they perform,by the New York State
Department of Labor.
Eileen M.Franko, Director
SH 432(8/12) For the Commissioner of Labor
FIRE MARSHAL'S OFFICE
Tmtt n of Queensbury
742 Bay Road, Queensbury, NY 12804
"Home of Natural Beauty ... A Good Place to Live "
PLAN REVIEW
U-Drive Auto Rental
973 State Route 9
CC-000527-2017
8/30/2017
I have reviewed the submitted drawings for the above project, and offer the
following comments:
1) Fire extinguisher locations to be discussed
2) Locks / latches shall comply with 2015 IFC.
3) CO detection is required in office area
4) Provide a Knox Box (model 3200), to be installed on front of office building
5) Add exterior emergency light front door office building
6) Add (2) combo-pales at each exit door of detail building
4
1<-7
t7,--
Deputy Fire Marshal
Gary K. Stillman
742 Bay Road
Queensbury NY 12804
518 761 8205
garys@queensbury.net
Fire Marshal 's Office - Phone: 518-761-8206 - Fax: 518-745-4437
firemarshal@queensbunj.net ■ iuzuzv.queensburjnet
1 RAFT PAPER INSULATION
MU T BE COVERED BY a
GENERAL- NOTES
,
Nt N-COMBUSTIBLE BARRIER M
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ON
ING IS TAKEN FROM
PARKING CALCULATION A
INFORMATION
SOUR EYODRAW DRAWING PREPARED I ®BYWRUSSELL E. HOWARD L.L.S.
TYPE OF SPACE PARKING REQUIREMENT SIZE OF SPACE NUMBER OF SPACES REQ'D LEGEND o
AUTO SALES 1/200 SF 600 SF 3 SPACES i INS NOTICE
a
— - - -- - - PROPERTY LINE
F A INSULATION MUST BE
AUTO SERVICE 1/500 SF 2,284 SF 5 SPACES --- PROPERTY LINE SETBACKS OVERED BY 35 MINUTE
'1`tal�OAAAi DADDIr-0 d
VEHICLE DISPLAY NO REQUIREMENT NR - 16 PROVIDED +ia - -• • - •• ••,.m ;
----------330---------- EXISTING CONTOURS No. DESCRIPTION I DATE
0
TOTAL REQ'D. 24 SPACES 330 NEW CONTOURS REVISIONS
TOTAL PROVIDED 24 SPACES — —E —e —E UNDERGROUND ELECTRIC SERVICE co
—SS —ss —ss —SS SANITARY SEWER W
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i='-- Town of Queensbury �s
? Community Development Office
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742 Bay Road,Queensbury,NY 12804
—W —w —w —w WATER SERVICE Q
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Town of Queensbury Planning Board ,
C/P EDGE OF PAVEMENT Z
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RESOLUTION–Grant Site Plan Approval t \ , s 6 UNDERGROUND GAS SERVICE I�" 0 O
SITE PLAN 41-2017 CHARLES KANE "c + I I \I
SURVEY L awo �Tax Map ID:296.13-1-19/Property Address:973 State Route 9/Zoning:C I 1 z o o
SITE DATA Q4 = v
The applicant has submitted an application to the Planning Board for Site Plan approval pur�uant to Article 9 , 1 1 \ \ os p�� o CU
of the Town zoning Ordinance for:Applicant proposes to upgrade two existing vehicle service buildings- I I 1 I \ \ O IRF IRON ROD FOUND o � V
1,633 sq.ft.service& 1,251 sq. ft.service&office. Project includes vehicle sale,serviciand rental. The N O IPF IRON PIPE FOUND 1 0 - rn
1 I I \
1,633 sq.ft.building to be used for vehicle detailing,the 1,251 sq.fl.building for vehicle service and office. a°' I I I I \ \ O IRS IRON ROD SET � o oz
I I 1 I \ " PROPERTY ZONING CLASSIFICATION: CI .�1
Project includes updated parking, lighting,signage,new lawn area at southeast comer and reduced size of I i 1 1 \ \ \ ca-, UTILITY POLE o i w 0
curb cut. Pursuant to Chapter 179-3 040 of llie"Coning Ordinance, new commercial use s all be subject to 1 1 1 I 1 \ \ \ CDCX>CD STONE WALL MINIMUM LOT SIZE: 1 ACRE
U H Ej O -
PlanningBoardreviewandapproval. I I \\ \1 x WIRE FENCE MINIMUM LOT WIDTH: 150 FEET L 0 Q � 1,
\ o CHAIN LINK FENCE 00 (0 00 Q � O @
Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080, the,Planning / I 1 i \ \ 1 ❑ WOOD FENCE _ c�N o o �
Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; j 1 1 \ ��t 1 \ °s� o POINT TAX MAP NUMBER: 296.13-1-19 c�c� T Q o:: !
�J 1 \ F.P. FENCE POST _ } �t �t @� o } >
1; / I Lands n
As required by General Municipal Law Section 239-m the site plan application was referred to the Warren / / 1 i I —ohw— OVERHEAD WIRES SETBACKS REQUIRED EXISTING PROPOSED
County Planning Department for its recommendation; ''- / / t Grand—Land L11L.C. \ I n/f NOW OR FORMERLY L Z 0 Q
L. / 998 F. 1 8 I \ t FRONT 75;-0,➢ 33'-1» 33'-1" d� « LF a W
l / 1 f I LIGHT POST SHORELINE 75 -0 NA NA a 6 �'�' °' �
The Planning Board has reviewed the potential environmental impacts of the project,pursuant to the State / 1 , /� / \ / 4& WATER SHUT OFF ' „ > » E) x L` i_ `<
Enviromnental Quality Review Act(SEQRA)and adopted a SEQRA NegativeDeclarationDetermination / / / / / / 1 1 S\ MANHOLE SIDE 20 —® MIN. 3 -6 3 —6 0 rn _
ofNon-Significance is / / �r it 1 \ I (SUM 50'-0») 49'-9» 49'-9" t -, " x 0 o
;.
// / / / , - ► \I °s REAR 25'-0" 1®'-5» 10'_5" X w (D >°k,w
g P P s P PP / / / / / / i ,'\ MAXIMUM BUILDING HEIGHT 40'-0" 18'± 18'±
The Planning Board opened a public hearing on the Site lana application on 06/20/20.17 nd continued the / / / 1 0
public hearing to 06/20/2017,when it was closed,
°� MINIMUM PERCENT PERMEABLE 30% 20.72% 21.96%
The Planning Board has reviewed the application materials submitted by'the applicant and all comments. .' / // ��� ` ��- / + j \ 4 FLOOR AREA RATIO 0.3 0.16 0.16 WORK IS TO BE AS SHOWN & _
made at the public hearing and submitted in writing through and including 06/20/2017;
I` ► / ; i / / / ' \ ohw ACTUAL LOT SIZE: 0.41 ACRES NOTED AND IN ACCORDANCE
The Planning Board determines that the application complies with the review considerations and standards / %/ / o `'����,�� ohw- 01, WITH MANUFACTURER'S
set forth in Article 9 of the Zoning Ordinance for Site Plan approval, I / - / / / / I / 0 ACTUAL FRONTAGE: 200 FEET
' ``.' " RECOMMENDATIONS, TRADE
° / °' ASSOCIATION PUBLISHED
MOTION TO APPROVE SITE PLAN 41-2017 CHARLES KANE: Introduced by George Ferone who �,
moved for its adoption; ? i i // /� i ohV \ �"° RECOMMENDATIONS AND
i i i / i -°hY ��--- ,''\� 4� EXISTING SITE COVERAGE CONDITIONS
Per the dratl provided by staff conditioned upon the following conditions:, / / / ohw / / / y o� GENERALLY ACCEPTED LOCAL
88' 4 ' 00-E 100.00 �� IRF ° CONSTRUCTION INDUSTRY
1 i / J-- --7 �� -- PRACTICES.
1) Waivers have not been requested. I I / ��. ��\ / _ S) -_ _ ��- - s£ COMPONENT AREA PERCENTAGE
2) Adherence to the items outlined in the follow-up letter sent with this resolution: I ► / / \ / °, / / - \
a) If application was referred to engineering,then engineering sign-off required prior tosighature of TOTAL SITE 18,�17 SF 100.0%
Zoning Administrator vfthe approved plans; I 1 1 / II__IIII �� E ►CL S L'1 v: BUILDINGS 2'884 SF 16.01%
1 , ► / / )\ ;�!�/aspnalt �}RE 1 PAVING & WALKS 11,399 SF 63.27%
b) Final approved plans should have diniolmsions and setbacks noted on the site lan/surve ,floor plans
P 3 Y P
and elevation for the existing rooms and proposed rooms in the building and site imp ovements GREEN SPACE 3,734 SF 20.72 %
Page t oft i // ,' , �- \, �� �4 PROPOSED SITE COVERAGE CONDITIONS
Phone: 518.761.8220 I Fax: 5a$.7r+5.4437I742 Bay Road,Queensbury,NV 1280y 1 www. ueensbiiry.net / / I 1 I / � � /� // � ��, �-___ Jrd/ \ ; COMPONENT AREA PERCENTAGE
'-TOTAL SITE 18,017 SF 100.0% V�
1 / \ \ I ► t ,•; 1; `, 4 \ BUILDINGS 2,884 SF 16.01%
PA`/INC & WALKS 11,177 SF 62.04%
c Final approved plans,in compliance with the Site Plan,must be submitted to the Community = "., -. I I I .- 11 1 1 ; / ; / ,.�; 1•"r - .;-:� \ sewP - GREEN SPACE 3,956 SF = 21:96�- -
PP P P
Development Department before any further review by the Zoning Administratof'or Building andAq
Codes personnel,
d) The applicant must meet with Staff after approval and prior to,issuance-of Bu"lding Permit { Ory
and/or the beginning of any site work;
e) Subsequent issuance of further permits,including building permits is dependent on compliance with I 1 + + I ; 1 1 1 ®, 4
this and all other conditions of this resolution; °o^
t) As-built plans to certify that the site plan is developed according to the approved plans to be provided I fl I \ ; \ \ +', ��\ -f'-- I �- \ co w�j
prior to issuance of the certificate of occupancy; I \ VE141C�E SE VICE ` \ _ qs, °
g) Resolution to be placed on Final plans m its entirety and legible. I + \ + \ \\�\ FINISHED FLOOR };F l t Aca �r� ��
ELEV. 5 3.3 ;J
+ \ & IDEtAIL BAYS \ \ \ , \ .,�
h) That vehicle repairs and detailing will only be for vehicles that are for rent or sales th�roiigh the 1 I \ i \ \ \ \ \ �' pRMh ITRLOT Pt APJNNW
business. I + 1 (1 6331 SF) \\ \ \ \ \ , o •t \ `�, - \ ° - '- C� 4)
i) That we will need to meet the 30 square foot for the wall sign 1 ; I I `\ �\ \ \ \\ b ildina.g ;! \ ;asRhalt % i ® A I HAVE PERONA�LY P1PA5Ui� 1'ri QI='fiA -
I "°� THE PF�C)P= ';'Y l.IK,-I`��TO
THE
Motion seconded by Thomas Ford.Duly adopted this 20 day ofJune,2017,by the following vote:
@ ° Ed�
\ `\ �'�\\\ � ";;\\ I '; �' G�� .� \cam �'o' ®m L� PR ED D- C;i� SfG�d{S) �
AYES: Mr.Ferone,Mr.Magowan,Mr.Shafer,iVlr.Ford,Ms.White,NIr.Deeb,Mr.Traver'= �+ Y' 6 PROSECT r
I
asphalt I \ i \O\\ i \ \_ ^y\�r, F
P I I \ \ \o� \ 1 ; c c�7 f SITE DAZE
NOES: NONE I I I j \ \ \ \ \ 1 �.,` \ \ °N G��\`\ \ o S G URE �I =
h03
el
\c \ ye + o r�� , .�^ nt-nl tj� (� ® 4�
\\ \\ �`/�\J//\L I \ 1 O °a rlL1YGi1! FIG R�UIi �l�yifvv:. :� ~ 9 �/9ttt�ac:�iit+vs° $m�
Lands n�f 1 l \ \Q- ty// tP'tt,+�.st1 OI
oh, ' �,L , y �D :
,t \I ` ; ,, G %PLANTER �, ' \ ° ;, �'� A�, CO OR •
Grand-Land L.L.t. ► i 1 � \ "✓ PLANTER (TYP.)
1 &'SIGN TO £ trF, ` ° " � HEf R� �
L. 1998 P. 18qi i i i\1® - BE REMOVED ` ` /� F _ �, � `x <`���s ,;,.. E � ® cd
/ concrete ads I 1 \ ` I ✓ `\\ �0 L_ _ S ,zs`} tl�� �f /a
- O�frRHANd + ' �--'�--'� =- ' c O. l�
Tp BE REilvti/OUEb i �''�� - \� -''--- �` �j ' ,i ,° = ..;.
t"Chard
1 \ I � – ---asphaltz= i+ O J C'
- - - - ---- -- --
Drive-In
EMPLdYEE &
\ \ \ \ I ----------------- ®� roved
�. CUSTOMER \ \ - - _
PAVKING `\`\\\\\\\ \\� OU' R o^��\\ 1'' 1 PLANTER (TYP.) \ \'1'�a At1is OFA 4' I TY 1�'C in t/� FILE COP
(4/SPACES) \\\\ `\ _ �, 2 �,�\ q1 :
_ � -
i concret curb r G »
i con \ � i t
\` SOO concrete=ll conggts'C
/ 1 1 FINISHED FLOOR o i`
1 \ / 1 ;
1
/ /` 1 \ CUSTOMER PARKING S r t% - ,nr n„rrionn„nw
ELEV. = 503.6' ; r l i 1 r '- TGWr%
l�` J I I,' I� I i ;t (3 SPACES) _ j`° "' +%� " ' `D 1 Gc Eid' 1 DR BUILI c r�vlc,v,
Il - r Based on our Ii ed examination,compliance
II p ,i; ! \ t 1F�Iit .� ,4,t ,. , ccA' I'Jft with our comm a shall not be construed a.
oner k;I�� ,:,�,I _<.._. � ..*s,�', � '_-" '' EYt I � ;, �'` u.•�,.:-_
but illy 1. 6 �',� ;' ' --'�1 -°=" a E 4 1 `l B indicating the f Is and specifications are IN
/ ► I v t�l 11 r} full compliance /ith the Buiiding Cod=r r 0
New York State �v
Page 2of2 –/ / ( I
_– .o/ t \\ I \ /- `� ' I / ohY 1i4fs J" t_f'n (� _ ✓E11 .�
– – – -- – \ \ I m3:3' \ \ �1 !��=– S� – ohwt�o – ohw ohw o
– ,, \ OVER y„ Fes-
Phone: 518.761.8220I Fax: 518.745'4437 I%k2 Bay Road,Queensbury,NY_128041 www.r eensbury.net. - - - - - - _
_ y — Lconcretey s
BE _
--� IRF ❑ ec`– – – –– MAIL IN POLE
=42-' O» W underground 9 flat —� IrtON ELEV.= 502.56'
Q\ 1O0:o0' °s 9s BAR t _ G i 1 _ 1 �1- U 1
'
_ FOUND z sYa.e �?tkgI
------------ �\ SALES & RENTAL-30.2, xV
r.,, ", 1,
asphalt _ -.OFFICE SPACE /
VEHICLE SERVICE /� ' , °
SPACE (650± SF) Lands n/f \'`, \`^^----_- "teieep one d '�� PROJECT LOCATION M A P
h Mount Royal Plaza Oo\ CAD FILE s \ \ \ \ '"°g °6 NO SCALE ... . . . .. ACRD
\\\ \\\ bok\ ` E NAME
L. 5308 P. 270 \ \ \KANE MOTORS\C-1 SITE PLAN
\ \ \ \ SCALE ,
1 = 201-09P
asphalt ip \\ \\\ 296.13-1®19 CC-000527-2017 -,'f` E SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
Kane' Charles/U-Drive Auto Dental ``D IS IN RED INK. ONLY SEALS IN RED INK
t `\ 1ALL BE CONSIDERED TRUE ORIGINALS
9,73 State Route 9 DRAWING TITLE
SITE PLAN \
Commercial Alterations
1 = 20'^0„ I --- -- -- 2884 s f .. EXISTING
E r� AND
_CONSTRUCTION WASTE DISPOSAL GRAPHIC SCALE
AUG z 2017 PROPOSED
ALL CONSTRUCTION WASTE SHALL BE 20 0 10 20 40 60 TX31,1 N OF 1`.laEE,NSB�1,`�Y SITE PLAN
COLLECTED IN AN ON-SITE DUMPSTER '; `�DEIS
AND DISPOSAL SHALL TAKE PLACE BY 111,001 ill 1
A LICENSED HAULER TO A C&D LOCATION v
DRAWING No.
IN FEET 0�� !".1 �.���
THROUGHOUT THE CONSTRUCTION OF THE ( ) s� 1/
FACILITY. NO ON-SITE DISPOSAL SHALL 1 inch = 20 ft. BUILDING & uy0 1 2 C— 1
TAKE PLACE IN ANY CAPACITY.
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