Clark School Redevelopment - Complete Site Plan App - Reduced (9)
R LEVESQUE ASSOCIATES, INC
A L AND PL ANNING SERVICES COMPANY
40 School Street, P.O. BOX 640, Westfield, MA 01085
p 413.568.0985 · f 413.568.0986 · www.rlaland.com
Site Plan Approval & Stormwater Permit
Application, Narrative & Supporting Documents
Proposed Clarke School Redevelopment Project
Round Hill Road
Northampton, MA 01060
(Assessor’s Parcel ID: 31B-004-001 & 31B-006-001)
West Side Applicant & Owner:
1924, LLC
c/o Jim Hebert
333 Elm Street
West Springfield, MA 01089
East Side Applicant & Owner:
Historic Round Hill Summit, LLC
c/o Jim Hebert
333 Elm Street
West Springfield, MA 01089
Project File #:150815
TABLE OF CONTENTS
SITE PLAN APPROVAL & STORMWATER PERMIT APPLICATION
PROPOSED CLARKE SCHOOL REDEVELOPMENT PROJECT
ROUND HILL ROAD, NORTHAMPTON, MA 01060
(PARCEL ID: 31B-004-001 & 31B-006-001)
ITEM SECTION
TITLE PAGE
TABLE OF CONTENTS
COVER LETTER……………………………………………………………………………… 1
APPLICATION FOR SITE PLAN APPROVAL (SUBMITTED ONLINE)….................................. 2
STORMWATER MANAGEMENT PERMIT APPLICATION……………................................ 3
NARRATIVE ADDENDUM…………………………………………………………………... 4
LIGHTING INFORMATION…………………………………………………………… ...... 5
“BUILDING AREAS SUMMARY, PEAK HOUR TRIP GENERATION, & PARKING
CALCULATIONS” BY DOUCET & ASSOCIATES, INC., REVISED SEPTEMBER 24, 2012…… 6
2012 ZONING PERMIT AND BUILDING OFFICIAL CHECKLIST……………………….. .... 7
LOCUS MAP ………………………………………………………………………………… 8
DEEDS………………………………………………………………………………… ....... 9
APPENDIX
“CLARKE SCHOOL REDEVELOPMENT PROJECT “
SITE PLAN SET
BY R LEVESQUE ASSOCIATES, INC., DATED APRIL 11, 2016
“RENOVATIONS TO THE CLARKE SCHOOL“
ARCHITECTURAL ELEVATION PLANS, SHEETS 2, A-201, A-202, & SITE-01
BY THOMAS DOUGLAS ARCHITECTS, INC.
“ROGERS HALL – RESTORATION AND RENOVATIONS“
SITE UTILITY PLAN
BY DOUCET & ASSOCIATES, INC., DATED APRIL 21, 2014
”HUBBARD HALL – RESTORATION AND RENOVATIONS”
SITE UTILITY PLAN
BY DOUCET & ASSOCIATES, INC. DATED APRIL 18, 2014
SECTION 1
COVER LETTER
SECTION 2
APPLICATION FOR SITE PLAN APPROVAL
(SUBMITTED ONLINE)
Your Confirmation number is 201604115746775
Date of Confirmation: 4/11/2016
NOTE: When paying by ACH (Checking) it will take two business days for the payment to be debited from your bank account.
Your account number is not verified until this payment is presented to your bank. They have the right to return this payment
if unable to process this transaction against your account.
Your request for payment(s) of $1209.70 has been received and is subject to approval by your financial institution. A
confirmation of this order to pay will be sent to your e-mail.
Account Information
Name:Robert M. Levesque
Address:40 School Street
City:Westfield
State:MA
Zip:01085
Email:robl@rlaland.com
Payment Information
Payment Type:Credit Card
Payer Name:Robert M. Levesque
Card Number:************2045
Transaction Information
Total: $1209.70
TransactionNorthampton Planning andSustainability Planning PermitsPermit: OtherProperty Owner Name: HistoricRound Hill Summit, LLC & 1924, LLCPermit Application Name: Site PlanApproval Application - Clark SchoolAssessors Map # for Work Location :31BAssessors Block # Work Location: 004& 006ssessors Lot # for Work Location : 001& 001Email Address: robl@rlaland.com
Quantity1 Amount$1,209.70 Fee$0.00 Payment TypeCredit Card
SECTION 3
STORMWATER MANAGEMENT PERMIT APPLICATION
Northampton Department of Public Works Page 2
Stormwater Management Permit
5. Application Requirements
The application to the Northampton Department of Public Works (DPW) for a Stormwater
Management Permit must include submission of the following:
Completed and Signed Stormwater Management Permit Application
Non-Refundable Permit Review and Inspection Fee (made out to City of Northampton)
Stormwater Report as defined be the MA DEP 4/01/08 Stormwater Report Checklist
Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan
Three complete copies of the Stormwater Report and Erosion and Sedimentation Control
Plan or SWPPP prepared by a professional engineer licensed by the Commonwealth of
Massachusetts, and including the minimum documentation listed below (see the
Northampton Stormwater Management Ordinance (Chapter 281) for more information):
Project Documentation:
(Check circles below indicating that you have provided the following minimum information)
Identify all operators for the project site and the potions over which each operator has control.
All plans submitted have been prepared and stamped by a professional engineer licensed by
the Commonwealth of Massachusetts
The applicant has certified on the drawings that all clearing, grading, drainage, construction,
and development shall be conducted in strict accordance with the plan
Locus map
The existing zoning, and land use at the site
The proposed land use
The location of existing and proposed easements
The location of existing and proposed utilities
The site’s existing & proposed topography with contours at 2 foot intervals
Soils investigation (by a Certified Soil Evaluator or Certified Professional Soil Scientist)
including borings or test pits, to a depth greater than 4 ft. below estimated seasonal ground
water for areas where construction of infiltration practices will occur.
Estimated seasonal high groundwater elevation (November to April) in areas to be used for
storm water retention, detention, or infiltration (by a Certified Soil Evaluator or Certified
Professional Soil Scientist).
A description & delineation of existing stormwater conveyances, impoundments, and
wetlands on or adjacent to the site or into which storm water flows.
A delineation of 100-year flood plains, if applicable.
The existing and proposed vegetation and ground surfaces with runoff coefficient for each.
A drainage area map showing pre and post construction watershed boundaries, drainage area,
storm water flow paths, and receiving water.
A description and drawings of all components of the proposed drainage system including:
1) the structural details for all components of the proposed drainage systems and storm
water management facilities (including size, inverts, and grade);
2) all measures for the detention, retention or infiltration of water;
3) all measures for the protection of water quality;
4) notes on drawings specifying materials to be used, construction specifications, and
typicals;
5) the existing and proposed site hydrology with supporting drainage calculations (including
the 1,2,10, and 100 year NRCS design storms);
Northampton Department of Public Works Page 3
Stormwater Management Permit
6) proposed improvements including location of buildings or other structures, impervious
surfaces, and drainage facilities, if applicable;
7) location, cross sections, and profiles of all potentially impacted brooks, streams, drainage
swales and their method of stabilization; and
8) proposed ownership of drainage system structures.
Estimate of the total area expected to be disturbed by excavation, grading or other
construction activities.
A description and location of all measures (i.e., Best Management Practices) that will be
implemented as part of the construction activity to control pollutants in storm water
discharges. A description of when each control measure will be implemented in the
construction schedule, which operator is responsible for the implementation of each control
measure and a maintenance and inspection schedule for each control measure during
construction.
A description of construction and waste materials expected to be stored on-site, and a
description of controls to reduce pollutants from these materials including storage practices to
minimize exposure of the materials to storm water, and spill prevention and response.
Timing, schedules, and sequence of development including clearing, stripping, rough grading,
construction, final grading, and vegetative stabilization.
6. Application Submission, Review, and Approval Procedures
1. Application Submittal: The application to the Northampton DPW for a Stormwater
Management Permit must be submitted prior to or concurrently with any land use
permit application. Submission of an application should be made to the Northampton
Department of Public Works, 125 Locust St., Northampton, MA 01060. For more
information and copies of the Northampton Stormwater Ordinance visit the DPW
web site at http://www.northamptonma.gov/dpw/Stormwater/ or contact Doug McDonald
at 413-587-1582 or dmcdonald@northamptonma.gov
2. Administrative Review: The Northampton DPW will have 7 days from the receipt of
the application to review the application for administrative completeness. Incomplete
applications will be disapproved and returned to the applicant based on the
determination that they are administratively incomplete.
3. Review: If the application is found to be complete, the Northampton DPW will
review the application and supporting documents based on the criteria set forth in the
Northampton Stormwater Management Ordinance (Chapter 281) and will take final
action within 21 days (including the 7 day administrative review period) of the receipt
of a complete application unless such time is extended by agreement between the
applicant and the DPW.
4. Final Action: The Northampton DPW’s final action will be in writing and will be
sent to the applicant and the appropriate City Department(s) and Board(s).
SECTION 4
NARRATIVE ADDENDUM
NARRATIVE ADDENDUM
REQUEST TO AMEND - SITE PLAN APPROVAL APPLICATION
CLARKE SCHOOL REDEVELOPMENT PROJECT
Round Hill Road, Northampton, MA 01060
Parcel ID #31B-004-001 & 31B-006-001
RLA Project No. 150815
INTRODUCTION
The subject properties contain a portion of the former Clarke School for the Deaf campus and
are located easterly and westerly of Round Hill Road in the City of Northampton. The original
owner, Opal Real Estate Group, conveyed the property to Historic Round Hill Summit, LLC. Parcel
1, the western of the two subject parcels, has recently been conveyed to 1924, LLC.
Under the original Planning Board decision issued on October 15, 2012, the owner of the subject
properties was Opal Real Estate Group of Springfield, MA. Said decision approved the proposed
project with eleven conditions. To our knowledge, each of the eleven conditions has been
satisfied excluding the Historic Restriction, which our office has been told will be finalized shortly.
The project proponents have tenants occupying space within the existing buildings on campus
and the renovations of Rogers Hall and Hubbard Hall are ongoing. The renovation of Rogers
and Hubbard Halls are consistent with the Planning Board decision; however, the build out will
yield one less residential unit than originally contemplated. The remainder of the Clarke School
Redevelopment Project, permitted under the October 15, 2012 Planning Board decision, has
been or is being executed consistent with the original permit.
Parcel 1, located on the west side of Round Hill Road is owned by 1924, LLC and is managed by
James Hebert. Mr. Hebert is also the managing member of Historic Round Hill Summit, LLC and
the owner of Checkwriters, Inc, a West Springfield-based payroll and information technology
company. Mr. Hebert is looking to relocate the Check Writers operation from their West
Springfield offices to Gawith Hall located on the west side of Round Hill Road.
In order to prepare Gawith Hall and the grounds surrounding it for the Check Writers operation,
there are a number of building and site improvements that are being proposed under this
amendment. The changes proposed under the current amendment include but are not limited to,
the demolition of the gymnasium building and adjacent tennis court, the partial demolition of the
Boiler House to eliminate an unsightly concrete-block addition, the reuse of the Boiler House and
Engineer’s House as four (4) residential apartments, and reconfiguration of the parking lots and
site improvements adjacent to Gawith and the Boiler House. The changes on the east side of
Round Hill Road are limited to a parking lot lighting upgrade associated with Rogers Hall and
Hubbard Hall.
Narrative Addendum to Site Plan Approval Application
Round Hill Road, Northampton, MA
PROPERTY DESCRIPTION AND RELEVANT PERMITTING HISTORY
The project site lies within the URC zoning district and is part of the former Clarke School for the
Deaf campus. The subject property is made up of two (2) parcels located on both the east and
west sides of Round Hill Road in Northampton, MA. On the east side of Round Hill, Parcel 2 was
divided from the parent parcel as shown on a Plan of Land in Northampton, Massachusetts
surveyed for The Clarke School for the Deaf dated April 12, 2012 by Heritage Surveys and
endorsed by the Planning Board on November 5, 2012. Parcel 2 is shown to include 3.670
acres and houses Hubbard Hall and Rogers Hall. On the west side of Round Hill, Parcel 1 was
recently conveyed to 1924, LLC as shown on a ALTA/ASCM Land Title Survey of Land in
Northampton, MA surveyed for Doucet & Associates, Inc, dated February 17, 2012 by Heritage
Surveys, Inc. Parcel 1 is shown to include 8.074 acres and houses Gawith Hall, Adams Hall,
Coolidge Hall, the Boiler House, Engineer’s House, Maintenance Garage, Skinner Hall, and the
Gymnasium.
The Clark School for the Deaf has consolidated their campus and the new owners of Parcels 1
and 2 are currently pursuing the redevelopment of portions of the former campus under a
Planning Board decision issued on October 15, 2012. Under the amendments proposed herein,
the owners of the property are requesting to amend the 2012 decision to allow for the various
changes to the west side of the former campus and some minor lighting upgrades to the east side
of the campus. The proposed changes to the project are detailed below under the Project
Description section.
PROJECT DESCRIPTION
Overview
The project proponents are currently working under the Planning Board decision issued on
October 15, 2012. Ongoing activities include the renovation of Rogers and Hubbard Hall
located within Parcel 2 and the occupancy of Skinner Hall and other structures along the west
side of the former campus. Under this amendment request, the proponents are planning on
utilizing all of the buildings as originally contemplated under the original decision. Five (5)
general changes are being requested under this amendment.
In the first change, the proponents are proposing the conversion of the existing Boiler House to
three (3) high-end residential apartments. This conversion will include the selective demolition of
an unsightly concrete-block addition that was added to the existing structure. The demolition of
the block portion of the building (east side) will expose the eastern façade of the existing structure
and will allow for the construction of a courtyard and separate residential access points to the
building. As part of the Boiler House renovation project site, improvements are being proposed
which include, but are not limited to, pedestrian walkway and patio construction, parking and
vehicular access improvements, landscaping, and stormwater drainage improvements.
The second change proposed is the demolition of the existing gymnasium, tennis courts, and
associated site improvements. The proponents have struggled since 2012 to find users for the
gymnasium. Said demolition will reduce the financial burden of the structure, accommodate the
site development needs of the Checkwriters operation and allow for additional landscaping and
screening of the on-site activities.
Narrative Addendum to Site Plan Approval Application
Round Hill Road, Northampton, MA
The third change includes the selective demolition and reconstruction of the existing addition
located at the northwest side of Gawith Hall. Said renovation includes exterior improvements
and architectural changes to the building. As part of the Gawith renovation project, site
improvements are being proposed which include but are not limited to pedestrian walkways,
parking and vehicular access improvements, landscaping, and stormwater drainage
improvements.
The fourth change is the reuse of the existing Engineer’s Cottage as a residential apartment. The
proposed reuse will focus on deferred maintenance and upgrades to the existing cottage. As part
of the Boiler House work, two parking spaces will be provided for the Engineer’s House.
Lastly, the proponent wishes to omit the proposed Parcel 4 from the amended Site Plan Approval
application. Parcel 4 will be created thought the submittal of an ANR plan at a later date. The
existing driveway curb cut will be left in place in anticipation of the future residential use of said
parcel.
In addition to the general building and site improvements described above, there are lighting
improvements being proposed in the existing parking lot adjacent to Rogers Hall and Hubbard
Hall. (See Section 5 of this package)
Parking
Under the October 15, 2012 permit application Gawith Hall was analyzed to determine gross
building area, peak hour trip generation, and parking calculations for the anticipated reuse. The
building was calculated to have 33,992 gross square feet of leasable area with an allocation of
said lease space of 20% to Medical/Dental office space totaling 6,789 s.f. and 80% Professional
Office space totaling 27,194 s.f. The required parking for the Gawith Hall reuse, utilizing the
above allocation of space, was 125 spaces.
The current proposal is to utilize Gawith in its entirety for Professional Office purposes. Utilizing a
calculation of 1 space per 300 s.f. for Professional Office, the required parking for Gawith would
be 113 spaces. The proposed amendment allocates 116 parking spaces to Gawith Hall
including 5 handicapped parking spaces. This allocation of parking spaces adjacent to Gawith is
integral to the success of the Checkwriters operation, will allow for the expansion of the business,
and will provide for overflow and visitor parking from the residential tenants.
The proposed parking will be achieved by demolishing the existing gymnasium, tennis court, and
the existing 34-space parking lot. The proponent will be reconstructing a new parking lot along
the north side of Gawith Hall. Said parking area has been designed to meet or exceed the City
of Northampton off-street parking design guidelines, as well as to meet the current landscaping
and stormwater standards.
The Boiler House reuse was not contemplated in the October 15, 2012 decision. The conversion
of the Boiler House will result in three (3) residential apartments. Based on a calculation of 2
parking spaces per residential unit, our proposal shows a total of six (6) spaces allocated to the
Boiler House with and additional two (2) spaces for the Engineer’s House, which is also to be
used for residential purposes. The Boiler House parking will be achieved by creating a new
Narrative Addendum to Site Plan Approval Application
Round Hill Road, Northampton, MA
parking lot to the west of the Engineer’s House, which will be accessed between the Engineer’s
house and Maintenance Garage via a new onsite driveway.
There are approximately 169 existing parking spaces within the subject properties. Under the
original decision, there were 233 parking spaces required. A Special Permit was required due to
the 64 space deficiency. The proposed amendment will remedy this by creating 90 new parking
spaces; resulting in a total of 259 spaces. Therefore, a Special Permit for a reduced parking
count is no longer required. There is an 82-space increase allocated to Gawith Hall and an 8-
space increase in the new Boiler House and Engineer’s House parking lot. Under the original
permit issued, the Boiler House and the Engineer’s House were listed as accessory to the main
buildings on campus and no parking calculation was applied to them.
Site Illumination
The proposed illumination at the site will be provided by LED fixtures mounted atop poles and on
building facades. Illumination will be provided for the parking area and will be sharply cut off to
prevent light scatter and glare toward traffic and abutting properties. Contemporary fixtures will
be utilized in lot areas, projecting light downwards in compliance with “dark sky” ideals. Existing
wall packs will be replaced per the architectural plans and elevations. Please see the photometric
plans and lighting cut sheets included in Section 5 of this application package.
Site Landscaping
The site landscaping is designed to enhance aesthetics, provide shade where available, and meet
the requirements of the Zoning Ordinance for buffering, screening, and parking lot island
plantings. The proposed planting palette includes deciduous plantings, flowering shrubs, and
native trees. Site-specific constraints which affect landscaping include underground utilities,
necessary overhead lighting, and the need to maintain sight lines at the proposed curb cut.
Wherever possible, mature trees have been protected.
Grading & Stormwater Management
Under proposed conditions, improvements will be made to the existing stormwater management
system. Two areas of enhanced stormwater management are proposed under this amendment.
The new parking area and site improvements to the north of Gawith and the new parking lot and
courtyard adjacent to the Boiler House and Engineer’s House have been designed to attenuate
stormwater flows from the new and existing impervious surfaces within the subject portions of the
property. Please refer to the attached Drainage and Utilities Plans and associated Stormwater
Report for more detail on stormwater management within the project site.
Traffic
Gawith
As part of the October 15, 2012 decision, peak-hour trip generation was studied for each of the
buildings proposed to be reused at that time. The trip generation for Gawith Hall was calculated
based on the gross square footage of the building broken down into two uses, medical/dental
and professional office with a 20 percent, 80 percent split respectively. This original calculation
showed the reuse of Gawith generating 34 peak-hour trips. The proposed reuse of Gawith will
be professional office and therefore is exempt from the calculation for peak hour trips under the
City’s zoning ordinance. Regardless, the proposed use will generate less trips than those
proposed under the original permit.
Narrative Addendum to Site Plan Approval Application
Round Hill Road, Northampton, MA
Boiler House & Engineer’s House
The reuse of the Boiler House and Engineer’s house will result in four (4) residential apartment
units which were not contemplated in the original permit issued. Based on the City’s peak-hour
trip generation rate of one (1) trip per dwelling unit for residential, the proposed reuse of the
Boiler House and the Engineer’s house will generate a de minimis four (4) peak-hour trips. It
should be noted that as a result of the renovations on the east side of Round Hill Road, there will
one less unit than contemplated under the original decision thereby offsetting the four (4) new
peak hour tips by one (1) trip. The calculated peak-hour trip generation is further reduced by 34-
peak hour trips due to the exemption for general office.
Signage
The project proponent will be submitting a sign package for the Checkwriters operation. The
proponent is currently communicating with the Historic Commission regarding the amended
project. Once the project is reviewed and approved by the Historic Commission the proponent
will submit a sign package to the Planning Board for review and approval.
NORTHAMPTON SITE PLAN REQUIREMENTS
Listed below are the seven (7) site plan/special permit requirements as listed by the Northampton
zoning bylaw and the response of how this subject project meets those requirements:
1. Will protect adjoining premises from seriously detrimental uses
All of the uses proposed in this amendment were approved under the October 15, 2012
decision. The professional office use currently proposed under this amendment is less intense
that the medical/dental and professional office split that was contemplated under the original
decision. The proposed amendments will be in conformance will all applicable zoning
regulations and include have provisions for surface water drainage, sound and sight buffers,
along with preservation of views, light, and air.
2. Will minimize and mitigate traffic impacts
The proposed amendments include the abandonment of a driveway onto Bancroft Road and
the installation of a new curbcut onto Round Hill Road. The elimination of the potential
Gymnasium traffic coupled with the professional office use proposed within Gawith will have
a mitigating effect on anticipated traffic impacts. Under the original decision traffic impacts
were analyzed and mitigation was required as a condition of the permit. To our knowledge,
all mitigation has been completed.
3. Promote a harmonious relationship of structures and open space.
There will be a reduction in building coverage due to the removal of Galbraith Gymnasium
and a portion of the Boiler House building. The proposed site improvements have been sited
in areas where buildings or other site features were being removed or behind structures
Narrative Addendum to Site Plan Approval Application
Round Hill Road, Northampton, MA
where open space would not be affected. A landscaping plan has been submitted with this
application to mitigate site development impacts and enhance aesthetics.
4. Protect the general welfare
The proposed project has no foreseeable effects that would be detrimental to the public good.
The proposed project will provide opportunities for a mix of residential and business units that
will harmoniously occupy the buildings and grounds within the subject property. As
mentioned above, all of the uses proposed in this amendment were approved in the original
decision. The only new uses proposed under this amendment are the renovation of the Boiler
House and Engineer’s house and are residential in nature.
5. Avoid overloading and mitigate impacts on City resources
The proposed project will utilize existing utilities already provided by the City of Northampton.
A stormwater management plan and report has been provided to show the details of
stormwater attenuation proposed.
6. Promote city planning objectives
The proposed project will meet several guiding principles of the City of Northampton’s
Sustainable and Open Space Plan. The project includes the reuse of existing buildings and
site improvements, thus reducing the potential for further development and reduction of
natural resources such as open space. The conversion of Gawith Hall and the renovation to
the Boiler House and Engineer’s House allow the proponent to maintain as much of the
character of the Clarke campus as possible. The new uses will support a diverse and
integrated community that will provide the opportunity for residents to excel on a social and
economic level.
Under the Municipal Transportation Plan for the City of Northampton, the proposed project
will have the requisite accommodations for access to adjoining properties and neighborhoods
by pedestrians, bicycles, and motor vehicles. This includes sidewalks, handicap accessibility,
bike racks, and the location and arrangement of parking areas.
7. Meet all zoning requirements.
The proposed amendments meet all zoning requirements.
END OF NARRATIVE ADDENDUM
SECTION 5
LIGHTING INFORMATION
GLEON
GALLEON LED
1-10 Light Squares
Solid State LED
AREA/SITE LUMINAIRE
McGraw-Edison
SPECIFICATION FEATURES
Construction
Extruded aluminum driver
enclosure thermally isolated from
Light Squares for optimal thermal
performance. Heavy-wall, die-
cast aluminum end caps enclose
housing and die-cast aluminum
heat sinks. A unique, patent
pending interlocking housing and
heat sink provides scalability with
superior structural rigidity. 3G
vibration tested. Optional tool-
less hardware available for ease
of entry into electrical chamber.
Housing is IP66 rated.
Optics
Patented, high-efficiency
injection-molded AccuLED
Optics technology. Optics are
precisely designed to shape
the distribution maximizing
efficiency and application spacing.
AccuLED Optics create consistent
distributions with the scalability
to meet customized application
requirements. Offered standard
in 4000K (+/- 275K) CCT 70 CRI.
Optional 6000K CCT and 3000K
CCT.
Electrical
LED drivers are mounted to
removable tray assembly for ease
of maintenance. 120-277V 50/60Hz,
347V 60Hz or 480V 60Hz operation.
480V is compatible for use with
480V Wye systems only. Standard
with 0-10V dimming. Shipped
standard with Eaton proprietary
circuit module designed to
withstand 10kV of transient line
surge. The Galleon LED luminaire
is suitable for operation in -40°C
to 40°C ambient environments.
For applications with ambient
temperatures exceeding 40°C,
specify the HA (High Ambient)
option. Light Squares are IP66
rated. Greater than 90% lumen
maintenance expected at 60,000
hours. Available in standard 1A
drive current and optional 530mA
and 700mA drive currents.
Mounting
STANDARD ARM MOUNT:
Extruded aluminum arm includes
internal bolt guides allowing for
easy positioning of fixture during
assembly. When mounting two
or more luminaires at 90° and
120° apart, the EA extended arm
may be required. Refer to the
arm mounting requirement table.
Round pole adapter included.
For wall mounting, specify wall
mount bracket option. 3G vibration
rated. QUICK MOUNT ARM: Arm
is bolted directly to the pole and
the fixture slides onto the quick
mount arm and is secured via a
single fastener, facilitating quick
and easy installation. The versatile,
patent pending, quick mount
arm accommodates multiple drill
patterns ranging from 1-1/2” to
4-7/8”. Removal of the door on the
quick mount arm enables wiring of
the fixture without having to access
the driver compartment. A knock-
out enables round pole mounting.
Finish
Housing finished in super durable
TGIC polyester powder coat paint,
2.5 mil nominal thickness for
superior protection against fade
and wear. Heat sink is powder
coated black. Standard colors
include black, bronze, grey,
white, dark platinum and graphite
metallic. RAL and custom color
matches available.
Warranty
Five-year warranty.
TD500020EN
2016-01-29 10:56:52
The Galleon™ LED luminaire delivers exceptional performance in a
highly scalable, low-profile design. Patented, high-efficiency AccuLED
Optics™ system provides uniform and energy conscious illumination to
walkways, parking lots, roadways, building areas and security lighting
applications. IP66 rated and UL/cUL Listed for wet locations.
DESCRIPTION
*www.designlights.org SY S TEM
S
CERTIF IE DCERTIFICATION DATA
UL/cUL Wet Location Listed
ISO 9001
LM79 / LM80 Compliant
3G Vibration Rated
IP66 Rated
DesignLights ConsortiumTM Qualified*
ENERGY DATA
Electronic LED Driver
>0.9 Power Factor
<20% Total Harmonic Distortion
120V-277V 50/60Hz
347V & 480V 60Hz
-40°C Min. Temperature
40°C Max. Temperature
50°C Max. Temperature (HA Option)
Catalog # Type
Date
Project
Comments
Prepared by
TYPE "N"
3/4" [19mm]DiameterHole
(2) 9/16" [14mm]DiameterHoles
1-3/4"[44mm]
7/8" [22mm]
2"
[51mm]
DRILLING PATTERN
“A”
3-15/16" [100mm]
21-3/4" [553mm]"B"
DIMENSION DATA
Number of Light Squares “A” Width
“B” Standard Arm Length
“B” Optional Arm Length 1
Weightwith Arm (lbs.)
EPA with Arm 2
(Sq. Ft.)
1-4 15-1/2"
(394mm)
7"
(178mm)
10"
(254mm)
33
(15.0 kgs.)0.96
5-6 21-5/8" (549mm)7" (178mm)10" (254mm)44 (20.0 kgs.)1.00
7-8 27-5/8" (702mm)7" (178mm)13" (330mm)54 (24.5 kgs.)1.07
9-10 33-3/4"
(857mm)
7"
(178mm)
16"
(406mm)
63
(28.6 kgs.)1.12
NOTES: 1. Optional arm length to be used when mounting two fi xtures at 90° on a single pole. 2. EPA calculated
with optional arm length.
DIMENSIONS
Specifications and dimensions subject to change without notice.
Eaton
1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.eaton.com/lighting
GLEON GALLEON LED
TD500020EN
2016-01-29 10:56:52
2 @ 180°Triple1
4 @ 90°
2 @ 90°Triple2 2 @ 120°
NOTES: 1 Round poles are 3 @ 120°. Square poles are 3 @ 90°. 2 Round poles are 3 @ 90°.
“A”
QM Quick Mount Arm (Standard)QMEA Quick Mount Arm (Extended)
21-3/4" [553mm]21-3/4" [553mm]8-7/16"[215mm]16-9/16" [421mm]
3-15/16"[100mm]
QUICK MOUNT ARM DATA
Number of Light Squares 1, 2
“A” Width Weight with QM Arm(lbs.) Weight with QMEA Arm(lbs.)EPA(Sq. Ft.)
1-415-1/2" (394mm)35 (15.91 kgs.)38 (17.27 kgs.)
1.115-6 3 21-5/8" (549mm)46 (20.91 kgs.)49 (22.27 kgs.)
7-827-5/8" (702mm)56 (25.45 kgs.)59 (26.82 kgs.)
NOTES: 1 QM option available with 1-8 light square confi gurations. 2 QMEA option available with 1-6 light square confi gurations. 3 QMEA arm to be used when mounting two fi xtures at 90° on a single pole.
Con guration 90° Apart 120° Apart
GLEON-AE-01 7" Arm(Standard)7" Arm(Standard)
GLEON-AE-02 7" Arm(Standard)7" Arm(Standard)
GLEON-AE-03 7" Arm(Standard)7" Arm(Standard)
GLEON-AE-04 7" Arm
(Standard)
7" Arm
(Standard)
GLEON-AE-05 10" Extended Arm(Required)7" Arm(Standard)
GLEON-AE-06 10" Extended Arm(Required)7" Arm(Standard)
GLEON-AE-07 13" Extended Arm
(Required)
13" Extended Arm
(Required)
GLEON-AE-08 13" Extended Arm(Required)13" Extended Arm(Required)
GLEON-AE-09 16" Extended Arm(Required)16" Extended Arm(Required)
GLEON-AE-10 16" Extended Arm(Required)16" Extended Arm(Required)
ARM MOUNTING REQUIREMENTS
8-1/8" [206mm]
1-13/16"[47mm]
(2) 27/64"[11mm]Dia. Hole
3"[76mm]
3-13/16"[97mm]
3-13/64"[82mm]
MAST ARM MOUNT
4-15/16"[125mm]3-3/4"[96mm]
6-15/16"[177mm]4"[102mm]
4-7/8"[124mm]
1-1/4" [32mm]
9/16"[15mm]Dia. Hole
QUICK MOUNT ARM (INCLUDES FIXTURE ADAPTER)
10-5/32" [256mm]
6-3/16" [157mm]
21-3/4"[553mm]7"[178mm]
2-7/16"[61mm]
STANDARD WALL MOUNT
Specifications and dimensions subject to change without notice.
Eaton
1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.eaton.com/lighting
GLEON GALLEON LED
TD500020EN
2016-01-29 10:56:52
Standard
Street Side
House Side
Street Side
House Side
Street Side
House Side
Optics Rotated Left @ 90° [L90]Optics Rotated Right @ 90° [R90]
OPTIC ORIENTATION
Asymmetric Area Distributions
Symmertric Distributions
T3
(Type III)
SL2
(Type II with Spill Control)
SL3
(Type III with Spill Control)
T4FT
(Type IV Forward Throw)
T4W
(Type IV Wide)
SL4
(Type IV with Spill Control)
Specialized Distributions
Asymmetric Roadway Distributions
AFL
(Automotive Frontline)
SLL
(90° Spill Light Eliminator Left)
SLR
(90° Spill Light Eliminator Right)
T2R(Type II Roadway)RW(Rectangular Wide Type I)T3R(Type III Roadway)5NQ(Type V Square Narrow)5MQ(Type V Square Medium)5WQ(Type V Square Wide)
T2
(Type II)
OPTICAL DISTRIBUTIONS
Specifications and dimensions subject to change without notice.
Eaton
1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.eaton.com/lighting
GLEON GALLEON LED
TD500020EN
2016-01-29 10:56:52
Number of Light Squares 12345678910
Drive Current 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
Nominal Power (Watts)56 107 157 213 264 315 370 421 475 528
Input Current @ 120V (A) 0.47 0.90 1.31 1.79 2.21 2.64 3.09 3.51 3.96 4.41
Input Current @ 208V (A) 0.28 0.51 0.74 1.02 1.25 1.48 1.76 1.99 2.22 2.50
Input Current @ 240V (A) 0.25 0.45 0.65 0.90 1.10 1.30 1.55 1.75 1.95 2.20
Input Current @ 277V (A) 0.23 0.41 0.59 0.82 1.00 1.18 1.41 1.59 1.77 2.00
Optics
T2 Lumens 5,272 10,303 15,373 20,313 25,168 30,118 35,618 40,357 45,018 49,842
BUG Rating B1-U0-G1 B2-U0-G2B2-U0-G2B3-U0-G3B3-U0-G4B3-U0-G4 B3-U0-G4 B3-U0-G5B4-U0-G5B4-U0-G5
T2R Lumens 5,597 10,938 16,321 21,565 26,719 31,974 37,813 42,844 47,792 52,914
BUG Rating B1-U0-G1 B2-U0-G2B2-U0-G2B3-U0-G3B3-U0-G3B3-U0-G4 B3-U0-G4 B3-U0-G4B4-U0-G4B4-U0-G5
T3 Lumens 5,374 10,501 15,669 20,704 25,652 30,697 36,303 41,134 45,884 50,802
BUG Rating B1-U0-G2 B2-U0-G2B2-U0-G3B3-U0-G3B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B4-U0-G5B4-U0-G5
T3R Lumens 5,493 10,735 16,017 21,164 26,222 31,379 37,110 42,048 46,904 51,930
BUG Rating B1-U0-G2 B1-U0-G2B2-U0-G3B2-U0-G4B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5
T4FT Lumens 5,405 10,562 15,760 20,824 25,801 30,875 36,514 41,372 46,150 51,096
BUG Rating B1-U0-G2 B2-U0-G2B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G5 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5
T4W Lumens 5,335 10,426 15,556 20,555 25,468 30,476 36,042 40,838 45,554 50,436
BUG Rating B1-U0-G2 B2-U0-G2B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G5 B3-U0-G5 B4-U0-G5B4-U0-G5B4-U0-G5
SL2 Lumens 5,263 10,285 15,347 20,278 25,124 30,066 35,556 40,288 44,940 49,756
BUG Rating B1-U0-G2 B2-U0-G2B2-U0-G3B3-U0-G3B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B4-U0-G5B4-U0-G5
SL3 Lumens 5,373 10,500 15,667 20,701 25,649 30,693 36,298 41,128 45,878 50,794
BUG Rating B1-U0-G2 B2-U0-G3B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5
SL4 Lumens 5,105 9,976 14,886 19,669 24,370 29,163 34,488 39,078 43,591 48,262
BUG Rating B1-U0-G2 B1-U0-G3B1-U0-G3B2-U0-G4B2-U0-G4B2-U0-G5 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5
5NQ Lumens 5,542 10,830 16,160 21,352 26,455 31,658 37,439 42,421 47,320 52,392
BUG Rating B2-U0-G1 B3-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2B5-U0-G2 B5-U0-G3 B5-U0-G3B5-U0-G3B5-U0-G4
5MQ Lumens 5,644 11,029 16,457 21,745 26,942 32,241 38,128 43,202 48,191 53,356
BUG Rating B3-U0-G1 B4-U0-G2B4-U0-G2B5-U0-G3B5-U0-G3B5-U0-G4 B5-U0-G4 B5-U0-G4B5-U0-G4B5-U0-G5
5WQ Lumens 5,659 11,059 16,501 21,803 27,014 32,327 38,230 43,317 48,320 53,498
BUG Rating B3-U0-G1 B4-U0-G2B4-U0-G2B5-U0-G3B5-U0-G4B5-U0-G4 B5-U0-G4 B5-U0-G5B5-U0-G5B5-U0-G5
SLL/SLR Lumens 4,722 9,227 13,767 18,191 22,539 26,971 31,897 36,141 40,315 44,635
BUG Rating B1-U0-G2 B1-U0-G3B2-U0-G3B2-U0-G3B3-U0-G4B3-U0-G4 B3-U0-G5 B3-U0-G5B3-U0-G5B3-U0-G5
RW Lumens 5,492 10,732 16,014 21,159 26,216 31,372 37,101 42,038 46,893 51,918
BUG Rating B2-U0-G1 B3-U0-G1B4-U0-G2B4-U0-G2B4-U0-G2B5-U0-G3 B5-U0-G3 B5-U0-G3B5-U0-G4B5-U0-G4
AFL Lumens 5,512 10,771 16,072 21,236 26,311 31,486 37,236 42,191 47,063 52,107
BUG Rating B1-U0-G1 B1-U0-G1B2-U0-G2B2-U0-G2B3-U0-G3B3-U0-G3 B3-U0-G3 B3-U0-G3B3-U0-G3B3-U0-G4
* Nominal data for 4000K CCT.
NOMINAL POWER AND LUMENS (1A)
Ambient
Temperature Lumen Multiplier
0°C 1.02
10°C 1.01
25°C 1.00
40°C 0.99
50°C 0.97
LUMEN MULTIPLIER
Ambient
Temperature
TM-21 Lumen
Maintenance
(60,000 Hours)
Theoretical L70
(Hours)
25°C > 94%> 350,000
40°C > 93%> 250,000
50°C*> 90%> 170,000
* 50°C lumen maintenance data applies to 530mA and 700mA drive currents.
LUMEN MAINTENANCE
Specifications and dimensions subject to change without notice.
Eaton
1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.eaton.com/lighting
Number of Light Squares 12345678910
Drive Current 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA 700mA
Nominal Power (Watts)38 72 105 138 176 210 243 276 314 348
Input Current @ 120V (A) 0.32 0.59 0.86 1.14 1.45 1.72 2 2.28 2.58 2.86
Input Current @ 208V (A) 0.21 0.36 0.51 0.67 0.87 1.02 1.18 1.34 1.53 1.69
Input Current @ 240V (A) 0.19 0.32 0.45 0.59 0.77 0.90 1.04 1.18 1.35 1.49
Input Current @ 277V (A) 0.20 0.29 0.40 0.51 0.69 0.80 0.91 1.02 1.20 1.31
Optics
T2 Lumens 3,854 7,531 11,237 14,847 18,395 22,013 26,033 29,497 32,904 36,430
BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G2 B3-U0-G3B3-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G4
T2R Lumens 4,091 7,995 11,929 15,762 19,529 23,370 27,638 31,316 34,932 38,676
BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G2 B3-U0-G3B3-U0-G3B3-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4
T3 Lumens 3,928 7,676 11,453 15,133 18,750 22,437 26,534 30,065 33,537 37,132
BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G3 B3-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5
T3R Lumens 4,015 7,846 11,707 15,469 19,166 22,936 27,124 30,733 34,283 37,957
BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G3 B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5
T4FT Lumens 3,951 7,720 11,519 15,221 18,858 22,567 26,688 30,240 33,732 37,347
BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G3 B2-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5B3-U0-G5
T4W Lumens 3,900 7,620 11,370 15,024 18,615 22,276 26,343 29,849 33,296 36,864
BUG Rating B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G3 B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5B3-U0-G5
SL2 Lumens 3,847 7,518 11,217 14,821 18,364 21,975 25,988 29,447 32,847 36,368
BUG Rating B1-U0-G1B1-U0-G2B2-U0-G3B2-U0-G3 B3-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5
SL3 Lumens 3,927 7,675 11,451 15,131 18,747 22,434 26,531 30,061 33,533 37,126
BUG Rating B1-U0-G1B1-U0-G2B2-U0-G3B2-U0-G3 B2-U0-G3B3-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5
SL4 Lumens 3,731 7,292 10,880 14,376 17,812 21,315 25,208 28,562 31,861 35,275
BUG Rating B1-U0-G2B1-U0-G2B1-U0-G3B1-U0-G3 B2-U0-G4B2-U0-G4B2-U0-G4B2-U0-G5B2-U0-G5B3-U0-G5
5NQ Lumens 4,051 7,916 11,811 15,606 19,336 23,139 27,365 31,006 34,587 38,294
BUG Rating B2-U0-G1B3-U0-G1B3-U0-G1B3-U0-G2 B4-U0-G2B4-U0-G2B4-U0-G2B5-U0-G2B5-U0-G3B5-U0-G3
5MQ Lumens 4,125 8,062 12,029 15,894 19,692 23,565 27,869 31,577 35,224 38,999
BUG Rating B2-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2 B4-U0-G2B5-U0-G3B5-U0-G3B5-U0-G3B5-U0-G4B5-U0-G4
5WQ Lumens 4,136 8,083 12,061 15,936 19,745 23,628 27,943 31,661 35,318 39,103
BUG Rating B3-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2 B5-U0-G3B5-U0-G3B5-U0-G4B5-U0-G4B5-U0-G4B5-U0-G4
SLL/SLR Lumens 3,451 6,744 10,063 13,296 16,474 19,714 23,314 26,416 29,467 32,625
BUG Rating B1-U0-G1B1-U0-G2B1-U0-G3B2-U0-G3 B2-U0-G3B2-U0-G4B3-U0-G4B3-U0-G4B3-U0-G5B3-U0-G5
RW Lumens 4,014 7,844 11,704 15,465 19,162 22,930 27,118 30,726 34,274 37,948
BUG Rating B2-U0-G1B3-U0-G1B3-U0-G2B4-U0-G2 B4-U0-G2B4-U0-G2B4-U0-G2B5-U0-G3B5-U0-G3B5-U0-G3
AFL Lumens 4,029 7,873 11,747 15,522 19,231 23,014 27,216 30,838 34,399 38,086
BUG Rating B1-U0-G1B1-U0-G1B2-U0-G2B2-U0-G2 B2-U0-G2B3-U0-G2B3-U0-G3B3-U0-G3B3-U0-G3B3-U0-G3
* Nominal data for 4000K CCT.
NOMINAL POWER AND LUMENS (700MA)
GLEON GALLEON LED
TD500020EN
2016-01-29 10:56:52
Ambient
Temperature Lumen Multiplier
0°C 1.02
10°C 1.01
25°C 1.00
40°C 0.99
50°C 0.97
LUMEN MULTIPLIER
Ambient
Temperature
TM-21 Lumen
Maintenance
(60,000 Hours)
Theoretical L70
(Hours)
25°C > 94%> 350,000
40°C > 93%> 250,000
50°C*> 90%> 170,000
* 50°C lumen maintenance data applies to 530mA and 700mA drive currents.
LUMEN MAINTENANCE
Specifications and dimensions subject to change without notice.
Eaton
1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.eaton.com/lighting
TD500020EN
2016-01-29 10:56:52
GLEON GALLEON LED
Number of Light Squares 12345678910
Drive Current 530mA 530mA 530mA 530mA 530mA 530mA 530mA 530mA 530mA 530mA
Nominal Power (Watts)30 54 80 105 130 159 184 209 234 259
Input Current @ 120V (A) 0.25 0.45 0.66 0.86 1.07 1.32 1.52 1.72 1.93 2.14
Input Current @ 208V (A) 0.17 0.28 0.39 0.51 0.63 0.78 0.9 1.02 1.14 1.26
Input Current @ 240V (A) 0.17 0.25 0.35 0.45 0.55 0.70 0.80 0.90 1.00 1.10
Input Current @ 277V (A) 0.19 0.24 0.32 0.40 0.49 0.64 0.72 0.80 0.89 0.98
Optics
T2 Lumens 3,079 6,017 8,978 11,862 14,697 17,588 20,800 23,567 26,289 29,106
BUG Rating B1-U0-G1 B1-U0-G2B2-U0-G2B2-U0-G2B2-U0-G2B3-U0-G3 B3-U0-G3 B3-U0-G3B3-U0-G4B3-U0-G4
T2R Lumens 3,269 6,388 9,531 12,593 15,603 18,672 22,082 25,020 27,909 30,900
BUG Rating B1-U0-G1 B1-U0-G1B1-U0-G2B2-U0-G2B2-U0-G2B2-U0-G2 B3-U0-G3 B3-U0-G3B3-U0-G3B3-U0-G4
T3 Lumens 3,138 6,133 9,150 12,091 14,980 17,926 21,200 24,021 26,795 29,667
BUG Rating B1-U0-G1 B1-U0-G2B2-U0-G2B2-U0-G2B2-U0-G3B3-U0-G3 B3-U0-G3 B3-U0-G4B3-U0-G4B3-U0-G4
T3R Lumens 3,208 6,269 9,354 12,359 15,313 18,325 21,671 24,555 27,390 30,326
BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G4
T4FT Lumens 3,156 6,168 9,203 12,161 15,067 18,030 21,323 24,160 26,950 29,839
BUG Rating B1-U0-G1 B1-U0-G2 B1-U0-G2 B2-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5
T4W Lumens 3,116 6,088 9,084 12,004 14,872 17,797 21,047 23,848 26,602 29,453
BUG Rating B1-U0-G1 B1-U0-G2B2-U0-G2B2-U0-G2B2-U0-G3B3-U0-G3 B3-U0-G4 B3-U0-G4B3-U0-G4B3-U0-G5
SL2 Lumens 3,074 6,006 8,962 11,842 14,672 17,558 20,764 23,527 26,244 29,056
BUG Rating B1-U0-G1 B1-U0-G2B2-U0-G2B2-U0-G3B2-U0-G3B3-U0-G3 B3-U0-G3 B3-U0-G4B3-U0-G4B3-U0-G4
SL3 Lumens 3,138 6,132 9,149 12,089 14,978 17,924 21,197 24,018 26,791 29,662
BUG Rating B1-U0-G1 B1-U0-G2B1-U0-G2B2-U0-G3B2-U0-G3B2-U0-G3 B3-U0-G4 B3-U0-G4B3-U0-G4B3-U0-G4
SL4 Lumens 2,981 5,826 8,693 11,486 14,231 17,030 20,140 22,820 25,456 28,184
BUG Rating B0-U0-G1 B1-U0-G2B1-U0-G3B1-U0-G3B1-U0-G3B2-U0-G3 B2-U0-G4 B2-U0-G4B2-U0-G4B2-U0-G5
5NQ Lumens 3,236 6,324 9,437 12,469 15,449 18,487 21,863 24,773 27,634 30,595
BUG Rating B1-U0-G0 B2-U0-G1B3-U0-G1B3-U0-G2B3-U0-G2B4-U0-G2 B4-U0-G2 B4-U0-G2B4-U0-G2B5-U0-G2
5MQ Lumens 3,296 6,441 9,610 12,698 15,733 18,828 22,266 25,229 28,142 31,158
BUG Rating B2-U0-G1 B3-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2B4-U0-G2 B5-U0-G3 B5-U0-G3B5-U0-G3B5-U0-G3
5WQ Lumens 3,305 6,458 9,636 12,732 15,775 18,878 22,325 25,296 28,217 31,241
BUG Rating B2-U0-G1 B3-U0-G2B4-U0-G2B4-U0-G2B4-U0-G2B5-U0-G3 B5-U0-G3 B5-U0-G3B5-U0-G4B5-U0-G4
SLL/SLR Lumens 2,757 5,388 8,040 10,623 13,162 15,751 18,627 21,105 23,543 26,066
BUG Rating B1-U0-G1 B1-U0-G2B1-U0-G2B1-U0-G3B2-U0-G3B2-U0-G3 B2-U0-G3 B2-U0-G4B3-U0-G4B3-U0-G4
RW Lumens 3,207 6,267 9,351 12,356 15,309 18,320 21,666 24,549 27,384 30,319
BUG Rating B2-U0-G1 B3-U0-G1B3-U0-G1B3-U0-G2B4-U0-G2B4-U0-G2 B4-U0-G2 B4-U0-G2B4-U0-G2B5-U0-G3
AFL Lumens 3,219 6,290 9,385 12,401 15,365 18,387 21,745 24,638 27,484 30,429
BUG Rating B1-U0-G1 B1-U0-G1B1-U0-G1B2-U0-G2B2-U0-G2B2-U0-G2 B2-U0-G2 B3-U0-G2B3-U0-G3B3-U0-G3
* Nominal data for 4000K CCT.
NOMINAL POWER AND LUMENS (530MA)
Ambient
Temperature Lumen Multiplier
0°C 1.02
10°C 1.01
25°C 1.00
40°C 0.99
50°C 0.97
LUMEN MULTIPLIER
Ambient
Temperature
TM-21 Lumen
Maintenance
(60,000 Hours)
Theoretical L70
(Hours)
25°C > 94%> 350,000
40°C > 93%> 250,000
50°C*> 90%> 170,000
* 50°C lumen maintenance data applies to 530mA and 700mA drive currents.
LUMEN MAINTENANCE
Specifications and dimensions subject to change without notice.
Eaton
1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.eaton.com/lighting
TD500020EN
2016-01-29 10:56:52
Sample Number: GLEON-AE-04-LED-E1-T3-GM-700
Product Family 1, 2 Light Engine Number of
Light Squares 3 Lamp Type VoltageDistribution Color Mounting
GLEON=Galleon AE= 1A Drive Current 01= 1
02=2
03=3
04=405=506=6
07=7 4
08=8 4
09=9 5
10=10 5
LED= Solid State Light
Emitting
Diodes
E1=(120-277V)
347=347V 6
480=480V 6, 7
T2=Type II
T2R=Type II Roadway
T3=Type III
T3R=Type III RoadwayT4FT=Type IV Forward ThrowT4W=Type IV Wide
5NQ=Type V Narrow
5MQ=Type V Square Medium
5WQ=Type V Square WideSL2=Type II w/Spill ControlSL3=Type III w/Spill Control
SL4=Type IV w/Spill Control
SLL=90° Spill Light Eliminator Left
SLR=90° Spill Light Eliminator Right RW=Rectangular Wide Type IAFL=Automotive Frontline
AP=GreyBZ=Bronze
BK=Black
DP= Dark PlatinumGM= Graphite MetallicWH=White
[Blank]= Arm for Round or Square Pole
EA= Extended Arm 8
MA= Mast Arm Adapter 9
WM= Wall Mount
QM= Quick Mount
Arm (Standard
Length) 10
QMEA= Quick Mount Arm (Extended Length) 11
Options (Add as Suffi x)Accessories (Order Separately)
2L=Two Circuits 12, 13
7030=70 CRI / 3000K 14
8030=80 CRI / 3000K 15
7050=70 CRI / 5000K 15
7060=70 CRI / 6000K 14
530= Drive Current Factory Set to 530mA 16
700= Drive Current Factory Set to 700mA 16
P=Button Type Photocontrol (120, 208, 240 or 277V)PER7= NEMA 7-PIN Twistlock Photocontrol ReceptacleR= NEMA Twistlock Photocontrol Receptacle
HA=50°C High Ambient 13, 17
MS/DIM-L08= Motion Sensor for Dimming Operation, Maximum 8' Mounting Height 18, 19, 20, 21, 22
MS/DIM-L20= Motion Sensor for Dimming Operation, 9' - 20' Mounting Height 18, 19, 20, 21, 22
MS/DIM-L40= Motion Sensor for Dimming Operation, 21' - 40' Mounting Height 18, 19, 20, 21
MS/DIM-L40W= Motion Sensor for Dimming Operation, 21' - 40' Mounting Height (Wide Range) 18, 19, 20, 21, 25
MS/X-L08= Bi-Level Motion Sensor, Maximum 8' Mounting Height 18, 19, 20, 21, 22, 26
MS/X-L20= Bi-Level Motion Sensor, 9' - 20' Mounting Height 18, 19, 20, 21, 23, 26
MS/X-L40= Bi-Level Motion Sensor, 21' - 40' Mounting Height 18, 19, 20, 21, 24, 26 MS/X-L40W= Bi-Level Motion Sensor, 21' - 40' Mounting Height (Wide Range) 18, 19, 20, 21, 25, 26 MS-L08= Motion Sensor for ON/OFF Operation, Maximum 8' Mounting Height 18, 19, 20, 21, 22
MS-L20= Motion Sensor for ON/OFF Operation, 9' - 20' Mounting Height 18, 19, 20, 21, 23
MS-L40=Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height 18, 19, 20, 21, 24
MS-L40W= Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height (Wide Range) 18, 19, 20, 25
DIMRF-LW= LumaWatt Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 27
DIMRF-LN= LumaWatt Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height 27
L90=Optics Rotated 90° Left
R90=Optics Rotated 90° Right
MT=Factory Installed Mesh TopTH=Tool-less Door HardwareLCF=Light Square Trim Plate Painted to Match Housing 28
HSS=Factory Installed House Side Shield 29
CE=CE Marking 30
OA/RA1016=NEMA Photocontrol Multi-Tap - 105-285V
OA/RA1027=NEMA Photocontrol - 480V
OA/RA1201=NEMA Photocontrol - 347VOA/RA1013=Photocontrol Shorting CapOA/RA1014=120V Photocontrol
MA1252=10kV Surge Module Replacement
MA1036-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon
MA1037-XX=2 @ 180° Tenon Adapter for 2-3/8" O.D. TenonMA1197-XX=3 @ 120° Tenon Adapter for 2-3/8" O.D. TenonMA1188-XX=4 @ 90° Tenon Adapter for 2-3/8" O.D. Tenon
MA1189-XX=2 @ 90° Tenon Adapter for 2-3/8" O.D. Tenon
MA1190-XX=3 @ 90° Tenon Adapter for 2-3/8" O.D. Tenon
MA1191-XX=2 @ 120° Tenon Adapter for 2-3/8" O.D. TenonMA1038-XX=Single Tenon Adapter for 3-1/2" O.D. TenonMA1039-XX=2 @ 180° Tenon Adapter for 3-1/2" O.D. Tenon
MA1192-XX=3 @ 120° Tenon Adapter for 3-1/2" O.D. Tenon
MA1193-XX=4 @ 90° Tenon Adapter for 3-1/2" O.D. Tenon
MA1194-XX=2 @ 90° Tenon Adapter for 3-1/2" O.D. TenonMA1195-XX=3 @ 90° Tenon Adapter for 3-1/2" O.D. TenonFSIR-100=Wireless Confi guration Tool for Occupancy Sensor 31
GLEON-MT1=Field Installed Mesh Top for 1-4 Light Squares
GLEON-MT2=Field Installed Mesh Top for 5-6 Light Squares
GLEON-MT3=Field Installed Mesh Top for 7-8 Light SquaresGLEON-MT4=Field Installed Mesh Top for 9-10 Light Squares GLEON-QM=Quick Mount Arm Kit 10
GLEON-QM-EA=Quick Mount Extended Length Arm Kit 11
LS/HSS=Field Installed House Side Shield 29, 32
NOTES: 1. Customer is responsible for engineering analysis to confi rm pole and fi xture compatibility for all applications. Refer to our white paper WP513001EN for additional support information.2. DesignLights ConsortiumTM Qualifi ed. Refer to www.designlights.org Qualifi ed Products List under Family Models for details. 3. Standard 4000K CCT and minimum 70 CRI.4. Not compatible with extended quick mount arm (QMEA).5. Not compatible with standard quick mount arm (QM) or extended quick mount arm (QMEA).6. Requires the use of a step down transformer when combined with MS/DIM, MS/X or DIMRF.7. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems).8. May be required when two or more luminaires are oriented on a 90° or 120° drilling pattern. Refer to arm mounting requirement table.9. Factory installed.10. Maximum 8 light squares.11. Maximum 6 light squares. 12. 2L is not available with MS/X or MS/DIM at 347V or 480V. 2L in AE-02 through AE-04 requires a larger housing, normally used for AE-05 or AE-06. Extended arm option may be required when mounting two or more fi xtures per pole at 90° or 120°. Refer to arm mounting requirement table.13. Not available with LumaWatt wireless sensors. 14. Extended lead times apply. Use dedicated IES fi les for 3000K and 6000K when performing layouts. These fi les are published on the Galleon luminaire product page on the website.15. Extended lead times apply. For 8030, factor 7030 IES fi les x .92 (8% lumen loss). For 7050, use 7060 IES fi les.16. 1 Amp standard. Use dedicated IES fi les for 530mA and 700mA when performing layouts. These fi les are published on the Galleon luminaire product page on the website. 17. 50°C lumen maintenance data applies to 530mA and 700mA drive currents.18. Consult factory for more information.19. Utilizes internal step-down transformer when 347V or 480V is selected.20. The FSIR-100 accessory is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information.21. Not available with HA option.22. Approximately 22' detection diameter at 8' mounting height.23. Approximately 40' detection diameter at 20' mounting height.24. Approximately 60' detection diameter at 40' mounting height.25. Approximately 100' detection diameter at 40' mounting height.26. Replace X with number of light squares operating in low output mode.27. LumaWatt wireless sensors are factory installed only requiring network components RF-EM-1, RF-GW-1 and RF-ROUT-1 in appropriate quantities. See www.eaton.com/lighting for LumaWatt application information.28. Not available with house side shield (HSS).29. Only for use with SL2, SL3, SL4 and AFL distributions. The Light Square trim plate is painted black when the HSS option is selected.30. CE is not available with the DIMRF, MS, MS/X, MS/DIM, P, R or PER7 options. Available in 120-277V only.31. This tool enables adjustment of parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information.32. One required for each Light Square.
ORDERING INFORMATION
GLEON GALLEON LED
SECTION 6
“BUILDING AREAS SUMMARY, PEAK HOUR TRIP GENERATION, &
PARKING CALCULATIONS” BY DOUCET & ASSOCIATES, INC.,
REVISED SEPTEMBER 24, 2012
SECTION 7
2012 ZONING PERMIT AND BUILDING OFFICIAL CHECKLIST
SECTION 8
LOCUS MAP
SECTION 9
DEEDS
APPENDIX
“CLARKE SCHOOL REDEVELOPMENT PROJECT“
SITE PLAN SET
BY R LEVESQUE ASSOCIATES, INC.
DATED APRIL 11, 2016
”RENOVATIONS TO THE CLARKE SCHOOL”
ARCHITECTURAL ELEVATION PLANS,
SHEETS 2, A-201, A-202, & SITE-01
BY THOMAS DOUGLAS ARCHITECTS, INC.
“ROGERS HALL – RESTORATION AND RENOVATIONS“
SITE UTILITY PLAN
BY DOUCET & ASSOCIATES, INC.
DATED APRIL 21, 2014
“HUBBARD HALL – RESTORATION AND RENOVATIONS“
SITE UTILITY PLAN
BY DOUCET & ASSOCIATES, INC.
DATED APRIL 18, 2014