Application TOWN OF QUEENSBURY
ti 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201
October 16,2014
Jonathan C.Lapper, Esq.
Bartlett,Pontiff, Stewart&Rhodes, P.C.
P.O. Box 2168
One Washington Street
Glens Falls,NY 12801
Re: Sign Lighting
The Outlets at Lake George West
1415 State Route 9
Tax Map Parcels: 288.-1-53
Dear Mr. Lapper:
I am writing you with regards to my review of the above-referenced project and to document the
recent conversations between your office and Laura Moore of my office.
Upon my review I find that your project will require a Sign Variance from our Zoning Board of
Appeals. Specifically, your proposed project offers the construction of"up-lighting" which is a
sign lighting method that is not allowed by the current Town of Queensbury Sign Ordinance.
I note that you have already prepared the necessary application materials. As such this letter will
serve as the necessary denial letter for your application processing. Should you have any
questions or comments regarding your application,please do not hesitate to contact this office.
Sincerely,
Craig Brown
Zoning Administrator
CB/sh
Cc: Northway Outlets, LLC
L:\Craig Brown12014 Letters\Denial Nwy Outlets Sign Lighting West 10_16_14.doc
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Sign Variance Revised June 2009
Pre-Submission Conference Form 1'179-4-0401 /�
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1. Tax Map ID 288 . -1-53
2. Zoning Classification CI
Sign Variance
3. Reason for Review:
4. Zoning Section#: 140-5 (B)
5. Pre-Submission Meeting Notes;Outstanding Items To Be Addressed Include:
Deed V"Yes No
General Information complete Yes No
Site Development Data Complete ✓ Yes No
Setback Requirements Complete 7 Yes No
Compliance with Sign Ordinance Yes No
Checklist items addressed 7 Yes No
Environmental Form completed x,-7Yes No
Signature Page completed • Yes 14 No
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Town of Queensbury•Zoning Office•742 Bay Road•Queensbury, NY 12804.518-761-8238 6
PAUL E.PONTIFF BARTLETT,PONTIFF,STEWART&RHODES,P.C. RICHARD J.BARTLETT
ALAN R.RHODES Retired
ROBERT S.MCMILLEN ATTORNEYS AT LAW
PHH.IP C.MCINTIRE P.O.Box 2168
MARK A.LEBOWrIZ BRIAN C.BORIE
ONE WASHINGTON STREET
J.LAWRENCE PALTROWITZ
MALCOLM B.O'HARA GLENS FALLS,NEW YORK 12801-2168 ROBERT S.STEWART
PATRICIA E.WATKINS 1932-2001
MARK E.CERASANO BERTRAM J.DUBE
BRUCE O.LIPINSKI TELEPHONE(518)792-2117 1916-1999
PAULA NADEAU BERUBE FAX(518)792-3309
JONATHAN C.LAPPER EMAIL info/ibpsrlaw.com
BENJAMIN R.PRATT.JR. WEBSITE www.bpsrlaw.com
EILEEN M.HAYNES
JAMES R.BURKETT SERVICE BY FACSIMILE NOT ACCEPTED
STEFANIE DILALLO BITTER
KARLA WILLIAMS BUETTNER
ELISABETH B.MAHONEY �+e
JOHN D.WRIGHT
JESSICA HUGABONE VINSON I
October 15,2014
Chairman Steven Jackoski RECEIVED
Zoning Board of Appeals
Town of Queensbury QC 167
742 Bay Road TOWN F QU/EENSB RY
Queensbury New York 12804 Z NING OFFICE
Re: Northway Outlets,LLC
1415 NYS Route 9
"The Outlets at Lake George West"
Tax Map Parcel"288.-1-53
1424 NYS Route 9
"The Outlets at Lake George East"
Tax Map Parcel 288.16-1-1
Dear Chairman Jackoski:
As you are aware our firm represents Northway Outlets,LLC with regard to its development
of The Outlets at Lake George West as well as the remodel of The Outlets at Lake George East.
Now that the Outlet West's construction is complete and the remodel of Outlets East is near
completion, the Applicant is in the process of negotiating with future tenants. During these
negotiations it has come to the Applicant's attention that the existing monument signs need
additional lighting. Obviously,visibility and signage is important to all the Applicant's current and
prospective tenants. Specifically,the monument signs require light to be projected from the ground,
so that all of the tenants names are visible in the evening. The existing regulations in the Sign Code,
specifically Section 140-5(B), prohibit any upward casting lighting. However, the Applicant
believes this upward casting light is necessary for the names towards the bottom of the sign to obtain
optimal visibility. As a result,the Applicant is seeking relief from Section 140-5(B). The Applicant
does not believe this will have any negative impact on the area. The Project Engineer has put
,
Chairman Steven Jackoski Page Two
Zoning Board of Appeals October 15,2014
together a footcandle plan that demonstrates that this light will not create any light spillage onto any
adjacent lands. As a result, this should not be deemed a substantial request.
Please place this on your November Zoning Board of Appeals agenda. I have enclosed
pictures of the sign,the Sign Variance Application as well as the fee. If you have any questions,
please contact me or Attorney Stefanie DiLallo Bitter.
Very truly yours,
BARTLETT, PONTIFF, STEWART
&RHODES, P.C.
By: "- 4.
Jr • C. •pper, Esq.
► #: (518)832-6434
A Fax#: (518)824-1039
A E-Mail:icl @,bpsrlaw.corn
JCL
cc: Corey Shanus
Tom Nace,P.E. 354435.4
Sign Variance Revised Ju e 2009
General Information ionT-
Tax Parcel ID Number: 2 8 8 • -1-5 3
Zoning District: CI
Detailed Description of Project [includes current&proposed use]:
Applicant is seeking a variance so that it can have an upcast light which
would be directed at the existing sign The Applicant is seeking this
rclicf bccauoc thc lcngth of thc oign
Location of project:
1415 NYS Route 9
ApplicantName:No_thway Outlets, LLC Address: 2 iuu westchester Ave. Ste 407
Purchase NY 10577
Home Phone Cell:
Work'Phone Fax
E-Mail:
Agent's Name: ttartlett, Pontiff, Address:
Stewart & Rhodes PC
Home Phone One Washington Streecell:
PO Dox 21G0 Glens Falls. NY 12001
Work Phone ax
832-6434/824-1034
Email jcl@bpsrlaw.com/sdb@bpsr10-.com
Owner`s Name Address
Home Phone Cell •
-Work Phone Fax
E-mail
Town of Queensbury•Zoning Office•742 Bay Road•Queensbury,NY 12804.518-761-8238 1
Sign Variance Revised June 2009
Site Development Data
Area/Type Existing sq.ft. Proposed Total sq.ft.
Addition sq.ft.
A. Building footprint 49, 615 4 9, 615
B. Detached Garage
C. Accessory Structure(s)
D. Paved, gravel or other hard surfaced area 139, 040 139, 040
E. Porches I Decks
F. Other
G. Total Non-Permeable [Add A-F] 188, 655 188, 655
H. Parcel Area [43,560 sq.ft. /acre]
270, 307 270, 307
I. Percentage of Impermeable Area of Site [I=GIH] 45 . 5 4 5 . 5
•
Setback Requirements
Area Required Existing Proposed
Front[1] 75 128 128
Front[2]
Shoreline
Side Yard [1] 20 62 62
Side Yard [2] 20 157 157
Rear Yard [1] 25 82 82
Rear Yard [2]
Travel Corridor 75 128 128
Height[max] 40 40 40
Permeability 30 30 .2 3 0 . 2
No. of parking spaces 248 2 5 5 255
Town of Queensbury•Zoning Office•742 Bay Road•Queensbury, NY 12804.518-761-8238 2
P
Sign Variance Revised June 2009
Compliance with Sign Ordinance
Section(s)that apply: 14 0-5 (B)
What signs are you allowed to have?
Sign Type How many allowed Square Feet Height
Wall ***
Freestanding
1
***- Regulations provide for one per occupant. This
This application is for a chanae/r} is to demonstrate the name of the sign and the
occupants on the side of the Plaza.
Number of Signs: from(currently): to (proposed):
Setback for Sign
Size of Sign
Height of Sign
x Other(specify) upcast lighting for the existing sign
Elevation:
If you are proposing to install wall signs, provide a scale drawing of the façade the sign(s)will be located on, with
their location shown.
If you are proposing more than two (2)signs, the following information must be provided for each sign (please use
additional sheets if necessary)
Sign Number: (if you are applying for more than one sign)
Sign Type Existing Proposed Length Width Total Height Depth for
Sq.feet Projecting
Wall x 84
Freestanding
Projecting
Illuminated
Awning
Property Line Setbacks: Front 12 0 Side 6 3
Sign Wording: The Outlets at Lake George West
Town of Queensbury•Zoning Office•742 Bay Road•Queensbury, NY 12804.518-761-8238 3
,
Sign Variance Revised June 2009
The following questions reflect the criteria for granting this type of variance. Please complete them; use
additional sheets if needed.
1. Whether an undesirable change will be produced in the character of the neighborhood or a detriment to
nearby property will be created by the granting of this sign variance?
No. Although this will be an upcast light, it will shine directly
onto the existing sign—prrucdding no light pollution.
2. Whether the benefit sought by the applicant can be achieved by some method,feasible for the applicant to
pursue, other than a sign variance?
The proposed lighting will allow the sign to be visible during all
hours ^f operation.
3. Whether the requested sign variance is substantial?
Due to the sign design, this variance should not be deemed substantial .
4. Whether the proposed variance will have an adverse effect or impact on the physical or environmental
conditions in the neighborhood or district?
There will be no light pollution, so no negative effect should be
riPPmPri to PICtst
5. Whether the alleged difficulty was self-created?
Although the difficulty may be deemed self created, the Applicant
believes this will assist with traffic safety.
Additional Project Information
1. If the parcel has previous approvals, list application number(s): Site Plan and Sign Variance
2. Does this project require coverage under the NYS DEC Stormwater Pollution Prevention Program?
No.
3. Estimated project duration: Start Date End Date Summer 2014
4. Estimated total cost of project:
Town of Queensbury•Zoning Office•742 Bay Road•Queensbury, NY 12804.518-761-8238 4
i
Sign Variance Revised June 2009
Submittal of a stamped and signed SURVEY MAP depicting existing and proposed conditions shall include the items as noted
below.
A. GENERAL SHOWN ON
SHEET#
1 Title,Name,Address of applicant&person responsible for preparation of drawing survey
2 Deed attache&
3 North arrow,Tax Map ID,date prepared and scale[minimum 1In.=40 ft.] survey
4 Boundaries of the property plotted to scale,zoning boundary survey
5 Principal structures,accessory structures with exterior dimensions
6 Site Improvements Incl.outdoor storage areas,driveways,parking areas,etc.: existing&proposed survey
, SI]rvey
7 Setbacks for all structures and improvements: existing&proposed
survey
8 Elevations and floor plans of all proposed and affected structures
n/a
B. - WATER&SEWER .SHOWN ON
s, =. SHEET#
1 Project sewage disposal facilities,design details,construction details,flow rates,and number of bedrooms proposed n/a
2 Water supply[i.e.well]&septic on adjoining lots with separation distances to existing or proposed on-site water supply and n/a
septic
3 Separation distances for proposed sewage disposal system to well and water bodies n/a
4 Existing public or private water supply [well, lake, etc.], Method of securing public or private water, location, design and n/a
construction of water supply including daily water usage
5 Percolation test location and results 11/ct
C. - PARKING 1 PERMEABLE AREAS SHOWN ON
SHEET•# :"
1 Number of spaces required for project Including calculations and justification: existing&proposed
survey
2 No.of existing parking spaces,number to be removed,number to maintain and type of surfacing material[e.g..gravel,paved]
3 Provision for pedestrian and handicap access and parking: existing&proposed survey
4 Design details of Ingress,egress,loading areas and cutting: existing&proposed SUL v C y
5 Location and character of green areas[existing and proposed],modification to green area,buffer zone to remain undisturbed
6 Lighting,location and design of all existing and proposed outdoor lighting survey
- eet
D. ADDITIONAL SITE DEVELOPMENT AND MISCELLANEOUS SHOWN •
_ . SHEET:#_.
1 On-site&adjacent watercourses,streams,rivers,lake and wetlands
n/a
2 Utility/energy distribution system[gas,electric,solar,telephone]: existing&proposed n/a
3 Location,design and construction details of all existing and proposed site improvements including: drains,culverts,retaining n/a
walls,fences,fire&emergency zones and hydrants,etc.
4 Square footage of bldg. area proposed for office, manufacturing, retail sales or other commercial activities: existing &
proposed n/a
e Signage: Location,size,type,design and setback: existing&proposed
sheet
f Waiver Request: provide letter with application requesting any waivers: please reference specific Items
g Commercial/Industrial Development requires submission of Landscaping,Stormwater Management,Grading&Lighting Plans
h Identification of Federal,State or County permits required for the project together with a record of application for all necessary
permits
Town of Queensbury•Zoning Office•742 Bay Road•Queensbury, NY 12804.518-761-8238 5
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Sign Variance Revised June 2009
Pre-Submission Conference Form f179-4-0401 `"I cal- I�/
1. Tax Map ID 288 . -1-53
2. Zoning Classification CI
Sign Variance
3. Reason for Review:
4. Zoning Section#: 140-5 (B)
5. Pre-Submission Meeting Notes; Outstanding Items To Be Addressed Include:
Deed /Yes No
General Information complete Yes No
Site Development Data Complete ✓Yes No
Setback Requirements Complete T7 Yes No
Compliance with Sign Ordinance Yes No
Checklist items addressed Yes No
Environmental Form completed K. Yes No
Signature Page completed • Yes 1G No
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Applicant/Age t:4111P:'/T/�
Date: 0 C4-k
Town of Queensbury•Zoning Office•742 Bay Road•Queensbury, NY 12804.518-761-8238 6
•
Sign Variance Revised June 2009
Signature Page
c. , 3A. ionforSite
This page includes the 1.jf Aatitonzatron fo Asst as Agent RIM 24 t?ngirreermg Fee Dis iQSUre. � atiharr�ati
visits; 4.i Other Permit Resportsibiiities; 5) Official meetutg Disclosure and 64 Agreement to provide doeainrentat on
required,
_
OWNERS Mew Pam:
Complete following if the OWNER of the propetty Is not the same as theappllcarrt
Owner. Northway Outlets, LLC
Designates: Bartlett Po tiff Stewart & Rhodes PC and Torn Nace
As agent regarding: X V-,. iii�:: Site Plan Subdivision
FsfTait Map -: I Eton-c Lot
Deed.Refer .. _ • 11 _ Page -Mte
OWNER SIGNATURE: / DATE
Ap ur-Pi!ers Aetfar R
ng Rifle mipt.temr sashisto attefir the sleet hg or wishes to be x lien p jr.
g
Designate
As-a g e n t.f t:g a t d i n g. v a r'i rice. .S i t e Plant_ .. .SdhaVisfon
For Tax Map$o.; Sectign g]O:.( Lat
Deed Reieren Book Page Date
OWNER tIOAMPtE'•y. DATE: _ _._..._.. i.
2.3 EI+IGINEERING FEE DISCLOSURE Ariptfeatforts may be referred to the Town consulting engineer for review of septictigisir,
stuns drainage,eta. as determined by the Zoning or Planning Department Fees for engineering review services wilt be charged
directly to the-applicant. Fees for engineering review will not exceed$1,000 v itlurut notification to the::applicant
1). AUTHORIZATION FOR ME VISITS; By signing this page and submitting the application materials attached herein,the Owner,
Applicant, and hisiherftheir atiertt(s) eby.
her atrthottze ilia 2O►tng Board or Planning Board and Town Staff to enter the Subject
properties for the purpose of reviewing the spiDtrcatiotl submitted.:
4.) OTHER PERMIT RESPONSiBLfl1ESr Other permits may be required for construction oreiteration activity subsequent ta.apptevat
bv the Zoning.Board or Planning Boaard. It is the applicants responsibllitytc obtain any additional penults_
OFFICIAL MEETING MiNIsrESDISCLOSURS` # Is pry Qf the Cemmuni i Development Department fo have a d ated
stenographer tripe r+eserd the proceedings of mee gs resrilting from ap I1c!ton.and nuriutes transcribed from those tapes c�onatbittes
the official record of all proceedings_
S.V AGREEMENT TO PROVIDE DOEUMENTATiON REQUIRED: 1, the undersigned, have thoroughly read and understand the
instnictions for`submission and agree to the submission,requirements,I acknowledge no construction eetwitles shall be commenced
prior to issuance of a valid pempt t Certify that the application, plans and supporting materials are a true arid complete
statementfdescrfpbon of the existing conditions and the work proposed; and that all Work will be pertained in accordance with the
approved plans and in •• acne with local zoning regulations. i adurowledgethat prior to Occupying the facilities Proposed,I or my
agents.will obtain a ce i:r.[ o'occupancy as necessary. I also understand that llwet:may be required-to provide an as-built survey by
a licensed land A,. of all newly constructed facilities prior to issuance of a certificate of occupancy
I .a rd an a the above.
-11A a `� ,� C( l` ta1r vIty
111Wilk•YelmaiiM. AT-
'"a" '�' • Pint;Name rAgertn Date sign
Town of Quee ;'i i x_•ZOning Office 742 Bay Road•Quieensburyy,NY 128E)4.518-781$238 9
•
Short Environmental Assessment Form
Part 1 -Project Information
Instructions for Completing
Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses
become part of the application for approval or funding,are subject to public review,and may be subject to further verification.
Complete Part I based on information currently available. If additional research or investigation would be needed to fully
respond to any item,please answer as thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful
to the lead agency;attach additional pages as necessary to supplement any item.
Part 1-Project and Sponsor Information
Name of Action or Project:
The Outlets of Lake George West
Project Location(describe,and attach a location map):
1415 NYS Route 9
Brief Description of Proposed Action:
Applicant is seeking to place an upward light to support
the existing sign.
Name of Applicant or Sponsor: Telephone:
The Outlets of Lake George West E-Mail:
Address:
2700 Westchester Avenue-Suite 407
City/PO: State: Zip Code:
Purchase NY 10577
1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES
administrative rule,or regulation?
If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES
If Yes,list agency(s)name and permit or approval:
3.a.Total acreage of the site of the proposed action? 6+1- acres
b.Total acreage to be physically disturbed? acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? acres
4. Check all land uses that occur on,adjoining and near the proposed action.
❑Urban ❑Rural(non-agriculture) ❑Industrial m Commercial ❑Residential (suburban)
❑Forest DAgriculture 0 Aquatic ['Other(specify):
['Parkland
Page 1 of 3
5. Is the proposed action, NO YES N/A
a.A permitted use under the zoning regulations? ❑ I ❑
b.Consistent with the adopted comprehensive plan? ❑ Q CI
6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES
landscape? ❑
7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES
If Yes,identify: NI ❑
8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES
❑
b.Are public transportation service(s)available at or near the site of the proposed action? ❑
c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 0
9.Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies:
The proposed use meets the state energy code requirements. El
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water: ❑
11.Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment: ❑ 0
12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES
Places? 0 ❑
b.Is the proposed action located in an archeological sensitive area? ❑
13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES
wetlands or other waterbodies regulated by a federal,state or local agency? ❑
b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply:
❑Shoreline ❑Forest ❑AgriculturaUgrasslands ❑Early mid-successional
❑ Wetland ❑Urban ❑Suburban
15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES
by the State or Federal government as threatened or endangered? ❑
16.Is the project site located in the 100 year flood plain? NO YES
I'l l ]
17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES
If Yes,
a.Will storm water discharges flow to adjacent properties? ❑NO EYES 0 El
b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)?
If Yes,briefly describe: ❑NO EYES
Page 2 of 3
18.Does the proposed action include construction or other activities that result in the impoundment of NO YES
water or other liquids(e.g.retention pond,waste lagoon,dam)?
If Yes,explain purpose and size: ❑
19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES
solid waste management facility?
If Yes,describe:
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES
completed)for hazardous waste?
If Yes,describe: 0 CI
I AFFIRM TH• T E INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY
KNI _ PGE
pplicant/spo .�, .ti : Date:
l�(i
..latur • AAA. III
PRINT FORM Page 3 of 3
/
|
EAF Mapper Summary Report Monday,July 14, 2014 11:41 AM
|
' Disclaimer: tool intended to assist
I project sponsors and reviewing agencies in preparing an environmental
assessment form(EAF).Not all questions asked in the EAF are
1 ,, L. q answered by the EAF Mapper.Additional information on any EAF
tohoourooth
the available to rWdoar:abosooukrsc'esAll
to obtain data not provided by the Mapper.Digital data is not a
substitute for agency determinations.
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Port1 /QuemUon 7 [Critical Environmental No
Area] '__-- - __ _----_
Part /Question 12o [National Register of No
Historic Places] _ __- -_
Part 1 /Question 12b [Archeological Yes _______________________________
Part 1 IQuestion 13a [Wetlands or Other No . �
Regulated Waterbodies] ___________________ _________-_
Part 1 /Question 15[Threatened or ^No
Endangered Animal] _________._
Part 1 /Question i8 [.00 Year Flood Plain] i Digital mapping dahoanenotovaihab|oorareinoomp|ote. RefartnEAF
|Workbmok. _ ____
Part 1 I Question 20[Remediation Site] No ..!
Short Environmental Assessment Form - EAF Mapper Summary Report 1
.
WARREN COUNTY— STATE OF NEW YORK
N � E PAMELA J.VOGEL,COUNTY CLERK
1340 STATE ROUTE 9,
r� • 1 r LAKE GEORGE, NEW YORK 12845
COUNTY CLERK'S RECORDING PAGE
"'THIS PAGE IS PART OF THE DOCUMENT-DO NOT DETACH*"
Recording:
Cover Page 5.00
Recording Fee 40.00
Cultural Ed 14.25
Records Management - Coun 1.00
Records Management - Stat 4.75
Additional Names 0. 50
BOOK/PAGE: 4825 / 236 TP584 5.00
INSTRUMENT ##: 2013-6501 RP5217 - County 9.00
RP5217 All others - State 241.00
Receipt#: 2013307094
— Clerk: LB Sub Total : 320.50 —
Rec Date: 08/08/2013 01:41:05 PM Transfer Tax
Doc Grp: RP
Descrip: DEED Transfer Tax - State 12000.00
Num Pgs: 5 Mansion Tax 0.00
Rec'd Frm: COMMUNITY TITLE Sub Total : 12000.00
Partyl: BECKOS DEAN 3
Party2: NORTHWAY OUTLETS LLC
Town: QUEENSBURY Total : 12320.50
**** NOTICE: THIS IS NOT A BILL ****
***** Transfer Tax *****
Transfer Tax #: 49
Transfer Tax
Consideration: 3000000.00
Transfer Tax - State 12000.00
Total : 12000.00
WARNING***
I hereby certify that the within and foregoing was
recorded in the Warren County Clerk's Office, State
of New York.
This sheet constitutes the Clerks endorsement
required by Section 316 of the Real Property Law of
Record and Return To: the State of New York.
BARTLETT PONTIFF STEWART & RHODES POncla J.Vogel
1 WASHINGTON STREET Warren County Clerk
PO BOX 2168
GLENS FALLS NY 12801
1-1 WARRANTY DEED WITH LIEN COVENANT
i �
0.„' DATE OF DEED: August 7, 2013
LPt9
pi)D, GRANTOR: DEAN J. BECKOS
26 Fox Hollow Lane
Queensbury, New York 12804
BARBARA BECKOS MCDONALD
193 Robineau Road
Syracuse,New York 13207
GRANTEE: NORTHWAY OUTLETS, LLC
2700 Westchester Avenue
Suite 407
Purchase,New York 10577
ti
THIS WARRANTY DEED made between Grantor and Grantee on the deed date stated
m N c W above WITNESSES THAT GRANTOR in consideration of
0,1-4,z, ►►;- One Dollar($1.00) •
�i ti
-,y) lawful money of the United States and other good and valuable consideration, paid by Grantee,
DOES HEREBY GRANT AND RELEASE UNTO GRANTEE and her assigns
forever all her one-quarter interest in the property located at:
1415 State Route 9 State Route 9
Town of Queensbury Town of Queensbury
County of Warren County of Warren
State of New York State of New York
TAX MAP #288.-1-53 TAX MAP # 288.-1-52
(THE PROPERTY IS DESCRIBED MORE FULLY IN SCHEDULE "A" ATTACHED)
THIS GRANT IS MADE:
TOGETHER with the appurtenances and all the estate and rights of the Grantor in and
to said premises.
To HAVE AND TO HOLD the premises granted by this Warranty Deed unto the
Grantee and his assigns forever.
AND THE GRANTOR COVENANTS as follows:
. FIRST: That Grantee shall QUIETLY ENJOY said premises;
SECOND: That Grantor will forever WARRANT the title to said premises;
THIRD: That this conveyance is made subject to the trust fund provisions of section
thirteen of the lien law.
If there are more than one Grantor or Grantee, the words "Grantor" and "Grantee" used in
this deed includes them.
IN WITNESS OF THIS CONVEYANCE, Grantor has executed this WARRANTY
DEED on the deed date stated above.
IN PRESENCE OF
(L.S.)
DEAN J. BECKOS
*et��t Il (U.S.)
•A BARA BECKOS MCDONALD
STATE OF NEW YORK )
) ss.:
COUNTY OF WARREN )
On the ;1 day of - ,(e,US-i" in the year 2013, before me, the undersigned,
personally appeared DEAN J. BEKOS and BARBARA BECKOS MCDONALD,personally
known to me or proved to me on the basis of satisfactory evidence to be the individuals whose
names are subscribed to the within instrument and acknowledged to me that they executed the
same in their capacity, and that by their signatures on the instrument, the individuals, or the
person upon behalf of which the individuals acted, exe ted the in -nt.
0.
• IA'r
Notary Public
KARA I. LAS
Notary Public, State of New York
Saratoga Co. #02LA610570f
Commission Expires Feb.17,20'1 ui
"
SCHEDULE "A"
PARCEL I
ALL THAT TRACT OR PARCEL OF LAND situate in the To of Queensbury,
County of Warren and State of New York,bounded and described as follows:BEGINNING at
the southeasterly corner of lands of Halfway Cabins, Inc.as it lies along the westerly bounds of
Route No.9, and proceeding thence South 27' 31'West a distance of 612.36 feet to an iron rod
in the ground for a corner;thence proceeding North 830 10'West a distance of 332.82 feet to a
rod in the ground for a comer, thence proceeding at right angles on a curve in a general northerly
direction a distance of 186.2 feet;thence proceeding North 17° 9'East a distance of 79.45 feet
along the easterly bounds of lands of the State of New York;and thence continuing North 29°
24'East a distance of 352.2 feet to the southerly line of lands of Halfway Cabins,Inc.;thence
proceeding South 83°48'East a distance of 433.59 feet to the place of beginning,containing
5.52 acres of lend be the same more or less,together with all structures thereon,
PARCEL II
ALL that lot or parcel of land situate in the Town of Queensbury,County of Warren and
State of New York,bounded and described as follows:
Beginning at the point on the westerly side of Route 9 which marks the southeasterly
corner of the Alfred's Restaurant property and running thence S. 36° 19'50" W.a distance of
210.6 feet,more or less,to a point in the northerly line of lands formerly of the County of
Warren which were appropriated by the State of New York for the construction of the access
road from Route 9 to the north bound lane of the Northway,Interstate 87;and running thence
northerly along the boundary of said access road on a curve having a radius of 322 feet a distance
of 233.6 feet,more or less,to the point where the westerly end of the southerly line of the
Alfred's Restaurant property meets the easterly line of said access road;and thence N.82° 04'
20"E.along the southerly line of Alfred's Restaurant property a distance of 330+/-feet to the
place of beginning.
The intention of the grantor is to convey all of the lands of the County of Warren which
lie easterly of the Northway,southerly of the Alfred's Restaurant property and northerly of the
access road from Route 9 to the Northway southerly of the Alfred's Restaurant property,being a
triangular parcel estimated to contain 0.64 of an acre of land.
SUBJECT to the conditions and restrictions contained in a deed from the County of
Warren to Alfred's Restaurant, Inc.dated October 13, 1966 and recorded in the Warren County
Clerk's Office November 4, 1966 in Book 475 of Deeds at Page 253,and being the same
premises described in that deed.
Being more modernly described as follows:
All that certain piece or parcel of land situate,lying and being in the Town of
Queensbury, County of Warren and the State of New York,more particularly bounded and
described as follows:BEGINNING at a point in the westerly bounds of NYS US Route 9 at the
southeasterly corner of the lands conveyed to Sandri Realty Inc.by deed dated May 23,2000,
recorded in book 1167 of deeds at page 109;running from thence southerly along the westerly
bounds of said Route 9,the following eleven courses and distances:
. 1
(1)South 29 degrees,53 minutes and 34 seconds West,a distance of 54.13 feet;
(2)North 60 degrees,30 minutes and 53 seconds West, a distance of 1.31 feet;
(3)South 29 degrees,29 minutes and 07 seconds West,a distance of 64.95 feet;
(4)South 27 degrees, 58 minutes and 37 seconds West, a distance of 108.26 feet;
(5)South 28 degrees, 13 minutes and 43 seconds West,a distance of 77.74 feet;
(6)South 60 degrees,48 minutes and 21 seconds East,a distance of 2.62 feet;
(7)South 28 degrees,07 minutes and 36 seconds West,a distance of 17.71 feet;
(8)North 60 degrees,48 minutes and 21 seconds West,a distance of 2.62 feet;
(9)South 27 degrees, 57 minutes and 08 seconds West,a distance of 105.64 feet;
(10) South 31 degrees,39 minutes and 25 seconds West,a distance of 152.66 feet;
(11) South 26 degrees,48 minutes and 54 seconds West,a distance of 65.38 feet to the
intersection with the tsking for the NYS Adirondack Northway entry ramp;thence running
along said entry ramp,South 51 degrees,05 minutes and 30 seconds West,a distance of 194.00
feet;thence running northwesterly along a curve to the right having a radius of 322.00 feet, a
distance of 416.54 feet; thence continuing along said entry ramp,North 16 degrees,23 minutes
and 03 seconds East, a distance of 79.36 feet to the easterly bounds of said Interstate Route 87
Northway,thence running along the same,North 29 degrees,24 minutes and 00 seconds East,
a distance of 352.20 feet to the southwesterly corner of the lands of L&M Investments, LLC;
thence running along the southerly bounds thereof, South 83 degrees,48 minutes and 00
seconds East, a distance of 268.64 feet;thence running South 83 degrees, 18 minutes and 36
seconds East,along the southerly bounds of said lands of Sandri Realty Inc.,a distance of
168.93 feet to the point and place of beginning, containing 6.21 acres of land to be the same
more or less.
Bearings given in the above description refer to magnetic North.
TOGETHER with and SUBJECT to all enforceable covenants,easements,restrictions,
and conditions of record.
BEING the same premises described in a deed dated April 16,2013 from Arthur W.
McDonald,as Successor Independent Trustee of the Constantine J.Beckos and Georgia P.
Beckos Irrevocable Inter Vivos Trust to Dean I.Beckos and Barbara Beckos McDonald and
recorded in the Warren County Clerk's Office on May 21,2013 in Book 4765 of Deeds at Page
118.
ALSO BEING the same premises described in a correction deed dated February 5,2013
from Georgia P.Beckos Wood,as Trustee of the Georgia P. Beckos Wood Trust to Dean J.
Beckos and Barbara Beckos McDonald and recorded in the Warren County Clerk's Office on
June 5,2013 in Book 4776 of Deeds at Page 309.
ALSO BEING the same premises described in a deed dated November 21,2007 from
Georgia P.Beckos-Wood, as Executor of the Last Will and Testament of Constantine J.Beckos
to Dean J.Beckos and Barbara Beckos McDonald and recorded in the Warren County Clerk's
Office on November 29, 2007 in Book 3434 of Deeds at Page 101.
R&R; Jon Lapper,Esq.
Bartlett,Pontiff,Stewart&Rhodes P.C.
One Washington Street,PO Box 2168
Glens Falls New York 12801
THE OUTLETS AT LAKE GEORGE,
LAKE GEORGE NORTHWAY,LLC
MONUMENT SIGN UP-LIGHTING,
Up turned floodlights are proposed to supplement the projecting sign spotlights on the
monument signs for these two outlet centers. These will be LED Micro-Floods by Kim
Lighting. The floods will be ground mounted and will be turned up at an approximate 60
degree angle to illuminate the bottom portion of the sign panel.
Attached are the catalog cut sheet and the candela distribution diagrams for this
floodlight. The candela distribution diagrams show a very focused light distribution with
very little light spillage beyond 45 degrees of the focal point. This distribution coupled
with the upward aiming angle from a ground mounted light will result in little or no light
spillage past the sign face.
LED KLV2 f 7 • EL217 • EL218
• The Micro-Flood's unique swivel mount provides superior aiming without loosen-
M I c ro F i o o d® ing over time. Kim Lighting's newest version offers higher lumen output with new
sealed optical array for improved corrosion resistance and Spot and Narrow Flood
distributions for increased precision in lighting control.
Specifications Die-Cast Aluminum
HOUSING AND LENS FRAME:Die-cast low
copper alloy aluminum. I FIXTURE 2 SOURCE VOLTS WATTS 3 FINISH
SWIVEL:Die-cast aluminum with locking teeth KLV217' 3L 3K,4K or SK — 12Volt 4W BL Black
and V;solid brass NPT mount Provides horizontal �-� ir11•.71311 en
I EL21$53� �BL 3K.}1KorSK IVY 1120 to 277 Volt �IOVV GRVerde Green
rotation independent of the threaded mount. EL218F3
Clear anodized prior to powder coating for added EL21855 8L 3K,4K or 5K UV 120 to 277 Volt 16W
corrosion resistance. EL2I8FS
GASKETING:Silicone gaskets throughout.
FASTENERS:Stainless steel.
WIRING:(KLV2I7)6'No.18-2 12 Volt cable with 4 OPTIONS
spade connectors for low voltage cable system
connection.(EL217)No.I 8SF rated 200°C. �/'' r) j'
(EL218)No.I8AWM rated 105°C. gp2151 FH215'
LENS:(KLV2I7)Clear flat tempered glass. Barn Doors Fixed Hood
OPTICAL SYSTEM:(KLV217)A total of 3 LED
fi tired in a rectangular array comprised KEY: FL=Flood,S=Spot.IF=Narrow Flood, 3=350mA,5=550mA,3L=3 LEDs,
emitters configured g Y P 81-=8 LEDs, 3K=2800K to 3175K,4K=3800K to 4600K,SK=4600K to 5600K,
together as a module.(EL218)A total of 13 LED emitters u v=Universal Voltage shall range from 120V-277V with a±10%tolerance.
configured in a rectangular array comprised together
NOTES: 'Remote transformer required,purchased separately.
as a module.High performance acrylic optic securely
Specify finish,BL•Black,DB-Dark Bronze,GR-Verde Green.See pg. for MountingAccessories.
attached to internal heat sink for maximum thermal
dissipation.Available in 3000K.4200K and 5100K. -
DRIVER:(KLV2I7)Constant current electronic ORDERING EXAMPLE--
driver,I2V input-40°F starting temperature.(EL2171
FIXTURE SOURCE FINISH OPTIONS
EL218)Universal Voltage from 120 to 277V with a EL21853 1°BLSKUV I DB / F1-1215 ` ' LED
±10%tolerance and-40°F starting temperature.All I rr2.,,-tok 3 4
drivers are Underwriters Laboratories recognized. Also available m th"e ro o .sources at svww.kvnFighting.com:
FINISH:Each luminaire receives a fade and '
12V HALOGEN°r` f" `'4120V HALOGEN_
abrasion resistant,electrostatically applied,thermally _
cured,tri I tidal isocyanurate(TGIC)polyester KLV2I5°KLV2I6 Aluminum EL2I5 Alumirit --._,
powdercoat finish.Standard colors include(BL) r,,,,,
Black,(DB)Dark Bronze,(GR)Verde Green.
CERTIFICATION:UL 1598 Standard for ,V-
.44.e
Luminaires-UL 8750 Standard for Safety for Light -
Emitting Diode(LED)Equipment for use in Lighting _i Fo photometrics,comprehensive specification data and warranty,log onto www.kimfighting.coin.
Products and CAN/CSA C22.2 No.250,0-08 >="f
Luminaires.LEDs and drivers are RoHS compliant ,.. '/
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REPORT NUMBER: k103440 PAGE: 1 OF 4
ISSUE DATE: DATE SAMPLE TESTED: 06/21/13
CATALOG NUMBER: EL218S35-8L3K
LUMINAIRE: MICRO FLOOD LED DIE CAST ALUMINUM HOUSING AND SWIVEL. LED
OPTIC WITH INTERNAL HEATSINK.
LAMP: 8 LEDS. 3000K
BALLAST CAT. NO. : LP1013-36-00350
BALLAST: 12.6 MAX WATT 350MA DRIVER.
SYSTEM WATTS = 9.7
MOUNTING: FLOODLIGHT
NOTE: DATA SHOWN IS ABSOLUTE FOR THE
SAMPLE PROVIDED.
CANDELA DISTRIBUTION FLUX
0.0 45.0 90. 0 135.0 180. 0
0 1 1 1 1 1
5 1 2 0 1 0 0
15 4 4 0 1 0 0
25 7 6 0 1 0 1 180' 165' 150' 135'
35 11 8 0 1 0 2 5100 -
45 15 11 0 1 0 4
55 32 14 0 1 0 7
65 142 15 0 1 0 21
75 662 15 0 1 2 80 120'
85 4336 16 0 1 5 327
90 5878 16 0 1 4 2550 4
95 4528 16 0 1 5 339
105 860 15 0 1 2 99
115 197 15 0 1 1 29 105'
125 42 14 0 1 0 9
135 16 11 0 1 0 4 _ _ _ _ _ _
145 11 9 0 1 0 2 - ' - -l-
155 1 6 0 1 0 1 ` - - - _ _ - �0
165 0 3 0 1 0 0
175 0 1 0 1 0 0
180 1 1 1 1 1 75'
ZONAL LUMEN SUMMARY
ZONE LUMENS %FIXT 2550
0- 30 2 0.2
0- 40 4 0.5 60•
0- 60 15 1. 6
0- 90 444 47. 9
90-120 466 50.3
90-130 475 51.3 5100
90-150 481 52 . 0
90-180 483 52 . 1 0 15' 30' 45'
LEGEND:
0-180 926 100 .0 0-deg:
90-deg:
TOTAL INPUT WATTS = 9.7 180-deg: -- — — —
�- EFFICACY = 95.5 Lm/W
CIE TYPE - DIRECT-INDIRECT Checked
-_
PLANE : 0-DEG 90-DEG 180-DEG
SPACING CRITERIA : 0. 0 0 . 0 0.0 Approved
THIS REPORT IS BASED ON PUBLISHED INDUSTRY PROCEDURES.FIELD PERFORMANCE MAY DIFFER FROM LABORATORY PERFORMANCE.
1
REPORT NUMBER: k103440 PAGE: 2 OF 4
ISSUE DATE: DATE SAMPLE TESTED: 06/21/13
CATALOG NUMBER: EL218S35-8L3K
CANDELA DISTRIBUTION
0.0 22 .5 45.0 67 .5 90 . 0 112. 5 135.0 157 . 5 180.0
0. 0 1 1 1 1 1 1 1 1 1
5. 0 1 1 2 1 0 0 1 1 0
10 . 0 2 2 3 1 0 0 1 1 0
15.0 4 4 4 2 0 0 1 1 0
20. 0 6 5 5 2 0 0 1 1 0
25.0 7 7 6 3 0 0 1 1 0
30.0 9 8 7 4 0 0 1 1 0
35.0 11 10 8 4 0 0 1 1 0
40. 0 13 12 10 5 0 0 1 1 0
45. 0 15 14 11 5 0 0 1 1 0
50.0 21 17 12 6 0 0 1 1 0
55. 0 32 22 14 6 0 0 1 1 0
60. 0 62 37 15 6 0 0 1 1 0
65.0 142 69 15 6 0 0 1 1 0
70. 0 300 109 15 6 0 0 1 1 1
75. 0 662 151 15 7 0 0 1 1 2
80 . 0 2093 197 15 7 0 0 1 1 4
85 . 0 4336 235 16 7 0 0 1 2 5
90 .0 5878 250 16 7 0 0 1 2 4
95.0 4528 244 16 7 0 0 1 2 5
100 . 0 2474 217 16 7 0 0 1 2 4
105. 0 860 177 15 7 0 0 1 1 2
110 .0 409 136 15 7 0 0 1 1 1
115. 0 197 96 15 7 0 0 1 1 1
120. 0 95 57 14 6 0 0 1 1 0
125. 0 42 29 14 6 0 0 1 1 0
130.0 24 18 12 6 0 0 1 1 0
135.0 16 14 11 5 0 0 1 1 0
140.0 13 12 10 5 0 0 1 1 0
145.0 11 10 9 4 0 0 1 1 0
150 .0 2 7 7 4 0 0 1 1 0
155.0 1 5 6 3 0 0 1 1 0
160.0 1 3 5 3 0 0 1 1 0
165.0 0 2 3 2 0 0 1 1 0
170.0 0 1 2 1 0 0 1 1 0
175. 0 0 0 1 1 0 0 1 1 0
180. 0 1 1 1 1 1 1 1 1 1
THIS REPORT IS BASED ON PUBLISHED INDUSTRY PROCEDURES.FIELD PERFORMANCE MAY DIFFER FROM LABORATORY PERFORMANCE.
REPORT NUMBER: k103440 PAGE: 3 OF 4
ISSUE DATE: DATE SAMPLE TESTED: 06/21/13
CATALOG NUMBER: EL218S35-8L3K
ZONAL LUMEN SUMMARY
0- 5 0 .
5- 10 0.
10- 15 0.
15- 20 0 .
20- 25 1.
25- 30 1.
30- 35 1.
35- 40 1.
40- 45 2 .
45- 50 2.
50- 55 3 .
55- 60 4 .
60- 65 8 .
65- 70 14 .
70- 75 25.
75- 80 54 .
80- 85 126.
85- 90 201.
90- 95 200.
95-100 138 .
100-105 67 .
105-110 32 .
110-115 18 .
115-120 10 .
120-125 6.
125-130 3.
130-135 2 .
135-140 2.
140-145 1 .
145-150 1.
150-155 1 .
155-160 0.
160-165 0.
165-170 0 .
170-175 0.
175-180 0.
THIS REPORT IS BASED ON PUBLISHED INDUSTRY PROCEDURES.FIELD PERFORMANCE MAY DIFFER FROM LABORATORY PERFORMANCE.
REPORT NUMBER: k103440 PAGE: 4 OF 4
ISSUE DATE: DATE SAMPLE TESTED: 06/21/13
CATALOG NUMBER: EL218S35-8L3K
COEFFICIENTS OF UTILIZATION - ZONAL CAVITY METHOD
EFFECTIVE FLOOR CAVITY REFLECTANCE 0.20
RC 80 70 50 30 10 0
RW 70 50 30 10 70 50 30 10 50 30 10 50 30 10 50 30 10 0
0 107107107107 98 98 98 98 82 82 82 68 68 68 54 54 54 48
1 84 73 64 56 75 66 58 50 51 45 39 38 33 28 26 22 18 12
2 74 60 50 41 65 54 44 36 42 34 27 30 24 19 20 15 11 5
3 66 52 41 32 59 46 36 28 36 28 21 26 19 14 16 12 7 3
4 60 45 35 26 54 41 31 23 31 23 17 23 16 11 15 10 6 1
5 55 40 30 22 49 36 26 19 28 20 14 20 14 10 13 9 5 1
6 51 36 26 19 45 32 23 17 25 18 12 18 13 8 12 8 4 1
7 47 32 23 16 42 29 20 14 23 16 11 17 11 7 11 7 4 1
8 44 29 20 14 39 26 18 12 21 14 9 15 10 6 10 6 3 0
9 41 27 18 12 37 24 16 11 19 13 8 14 9 5 10 6 3 0
10 38 24 16 11 34 22 15 10 18 11 7 13 8 5 9 5 2 0
ALL CANDELA, LUMENS, LUMINANCE, AND VCP VALUES IN THIS REPORT ARE
BASED ON ABSOLUTE PHOTOMETRY. THE COEFFICIENT OF UTILIZATION VALUES
ARE BASED ON THE TOTAL ABSOLUTE LUMEN OUTPUT OF THIS LUMINAIRE SAMPLE.
THIS REPORT IS BASED ON PUBLISHED INDUSTRY PROCEDURES.FIELD PERFORMANCE MAY DIFFER FROM LABORATORY PERFORMANCE.
•
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8 10 /-11
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plinth(br GC)
I.•
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/ ' my(by GC) J :�,[
4..-11 nninum sign
Outlets!, cabinet over steel ,� J
structure
1 I• `s"" 5.Dimensional aluminum 10
r■
L;til ar acrylic letters
— —
6.Aluminum sign
'r — - cabinet ►tr_t Top View sialt.-Ls.Shmru
L Tenant Na ' ' `-' square.Arc over letters
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Tenant Name is dimensional.
• Tenant Name -Painted aluminunt
` Tenant Na q brackets
1 to y
�o Tenant Nat , S R..11unrinunr truss aD
'+ Zs, Tenant Name li lop
Tenant Name 9
9.Projecting sigh ,
spotlights is .•
.
Tenant Name - li
Tenant Name r
10. Ground-mounted
Tenant Name a s.
upwash flood light for _ I
Tenant Name 10"
�
•
sign illumination 10
3.8'— Tenant Name A
ll.3'a ide]rlanting ,/,,z_......,Tent Name Spaces fur _,
bed around sign •
Tenant Name ' .- base up to 1S tenant
• names
Tenant Name �� 1
r COTE:
- 10 -_ Proposed ground- 10 �� �
t mounted sign light "` "'. ;t, "e
specifications are �$ �*
: 1
shown n on the follon"iug .+v -mot s.
$e5.s sheet.
1, EQ. 1 EQ 1,1'°4c -.'-„' 1, I ,1 -
Front and Back I"left' seak As Shown S i d e I iew S As Shown Isometric View
*Note:This sheet illustrates the Monument Sign for Location 1(on the east side of Route 9).The Monument Sign
Quantity: 2 Message.lien(Dasglim):3.8'a'11.6' 44.4.Si each face in Location 2(on the west side ofRoute 9)is exactly the same,except the word"EAST"would be rcplaeed by the
word"HEST".
Sign Type A: Monument Sign : Locations 1 & 2 The Outlets- at Lake George LL-1
Re it 9.22.14
f 1
LED KLV2I7 • EL2I7 • EL2I8
• 1® The Micro-Flood's unique swivel mount provides superior aiming without loosen-
M I c ro Flooa ing over time. Kim Lighting's newest version offers higher lumen output with new
sealed optical array for improved corrosion resistance and Spot and Narrow Flood
distributions for increased precision in lighting control.
Specifications Die-Cast Aluminum
HOUSING AND LENS FRAME:Die-cast low
copper alloy aluminum. I FIXTURE 2 SOURCE VOLTS WATTS 3 FINISH �
SWIVEL:Die-cast aluminum with locking teeth KLV2I7' 3L 3K.4K or 5K — 12Volt 4W BL Black
and'//-solid brass NPT mount Provides horizontal EL218S3 8L 3K,4K or 5K UV 120 to 277Volt 1 OW GR Verde Green
Dark Bronze
rotation independent of the threaded mount. EL218F3
GR
Clear anodized prior to powder coating for added EL2I8S5 8L 3K.4K or 5K UV 120 to 277 Volt 16W
corrosion resistance. EL218F5
GASKETING:Silicone gaskets throughout.
FASTENERS:Stainless steel.
WIRING:(KLV2I 7)6'No.18-2 I2Volt cable with 4 OPTIONS
spade connectors for low voltage cable system
connection.(EL217)No. 18SF rated 200°C.
CI P;: 7 • ,
(EL218)No.I8AWM raced 105°C.
LENS:(KLV2 17)Clear flat tempered glass. BD215' FH215
Fixed Barn Doors Fixed d Ho Hood
OPTICAL SYSTEM:(KLV2I7)A total of 3 LED
emitters configured in a rectangular array comprised KEY: FL=Flood. S=Spot, F=Narrow Flood, 3=350mA, 5=550mA, 3L=3 LEDs,
8L=8 LEDs, 3K=2800K to 3175K,4K=3800K to 4600K,5K=4600K to 5600K,
together as a module.(EL218)A total of 8 LED emitters UV=Universal Voltage shall range from 120V-277V with a±10%tolerance.
configured in a rectangular array comprised together
NOTES: 'Remote transformer required,purchased separately.
as a module.High performance acrylic optic securely
'Specify finish,BL-Black DB-Dark Bronze,GR-Verde Green. See pg.26-28 for MountingAccessories.
attached to internal heat sink for maximum thermal
dissipation.Available in 3000K,4200K and 5100K.
DRIVER:(KLV2I7)Constant current electronic ORDERING EXAMPLE
driver,I 2V input-40°F starting temperature.(EL2171
EL218)Universal Voltage from 120 to 277V with a FIXTURE SOURCE FINISH OPTIONS
EL218S3 / 8L5KUV I DB / FH215 LED
±10%tolerance and-40°F starting temperature.All I 2 3 4
drivers are Underwriters Laboratories recognized.
Also the follow-4444 sOo;es as vvw_k;rni■g!i'r,q con:.
FINISH:Each luminaire receives a fade and
abrasion resistant,electrostatically applied,thermally I 2V HALOGEN 120V HALOGEN
cured,triglycidal isocyanurate(TGIC)polyester KLV2 I S,KLV216 Aluminum EL2 IS Aluminum
• powdercoat finish.Standard colors include(BL)
Black,(DB)Dark Bronze,(GR)Verde Green.
CERTIFICATION:UL 1598 Standard for
Luminaires-UL 8750 Standard for Safety for Light 7 •
Emitting Diode(LED)Equipment for use in Lighting For photometrics,comprehensive specification data and warranty,log onto www,kimlighting.com. /
Products and CAN/CSA C22.2 No.250.0-08 rV
Luminaires.LEDs and drivers are RoHS compliant
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(95 mnl 4 W m
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(159 mm) •
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(54 mm)
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EL218 in Black finish ~
6 KIM LIGHTING 1 www.kimlighting.com