HomeMy WebLinkAbout2014-11-07 Planning Report TPC3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPC@Planni ngCo.corn
ENCLOSURE 2
PLANNING REPORT
TO: Eric Johnson
FROM: Scott Richards
DATE: November 7, 2014
RE: Oak Park Heights — Oak Ridge Memory Care and Assisted Living —
Conditional Use Permit for Memory Care and Assisted Living,
Variances for Setbacks and Building Height — 6060 Oxboro Avenue
North
TPC FILE: 236.02 — 14.06
BACKGROUND
Michael Hoefler of HAF Architects LLC, representing TIC Properties I, LLC, has
submitted an application for a Conditional Use Permit for memory care and assisted
living facility building expansion, and Variances for setbacks and building height to allow
for the construction of a 16 room memory care facility and 26 additional assisted living
units at Oak Ridge Memory Care and Assisted Living. The plans include a three story
addition to the west of the existing facility and changes to the site plan to accommodate
access.
The plans also include an exterior facelift on the entire existing building including siding,
windows and roofing. This update will allow for the new and old portions of the building
to appear as one new structure.
EXHIBITS
The review is based upon the following submittals:
Exhibit 1: Project Narrative — Michael Hoefler— October 15, 2014
Exhibit 2: Additional Project Narrative— Michael Hoefler— October 27, 2014
Exhibit 3: Title Sheet (T1)
Exhibit 4: Site Information Sheet— USGS and Soils
Exhibit 5: Drainage Maps
Exhibit 6: Existing Conditions
Exhibit 7: Final Erosion and Sediment Control Plan
Exhibit 8: Final Grading and Drainage Plan
Exhibit 9: Final Utility Plan
Exhibit 10: Tree Protection and Replacement Plan
Exhibit 11: Details
Exhibit 12: Architectural Site Plan (AS1.0)
Exhibit 13: Landscaping Plan (L1)
Exhibit 14: Landscape Plan Details (L2)
Exhibit 15: Lower Level Plan (Exhibit B)
Exhibit 16: First Level Plan (A1.1)
Exhibit 17: Second Level Plan (A1.2)
Exhibit 18: Third Level Plan (A1.3)
Exhibit 19: Roof Plan (A1.4)
Exhibit 20: Elevations (A2.0)
Exhibit 21: Elevations (A2.0)
Exhibit 22: Elevations (A2.1)
Exhibit 23: Elevations (A2.2)
Exhibit 24: Phasing Plan (PH1)
Exhibit 25: Photometric Plan
Exhibit 26: Light Fixture Specifications
Exhibit 27: Building Light Locations and Specifications (Exhibit C)
Exhibit 28: Memo from Cristina Mlejnek, City Engineer
PROJECT DESCRIPTION
Mr. Hoefler has provided the following narrative related to the request for the
Conditional Use Permits and Variances:
"Our proposed approval we are seeking is for the construction of a 16 room memory
care facility and 26 additional assisted living units. This proposal is for a three story
addition located just west of the existing facility.
In addition we are also seeking approval for both the remodeling (internal) and for the
exterior facelift on the entire existing building. This will consist of new siding, windows
and roofing. This movement will allow for an architectural tie-in to the proposed
addition.
The existing and proposed units are as follows:
Existing Assisted Living 84 dwelling units
Minus one existing unit due to the remodel 83
New Memory Care Units 16
New Assisted Living Units 26
Total 125 dwelling units
2
ISSUES ANALYSIS
Adjacent Uses. Uses adjacent to the subject site are listed below:
North of Site: Present Zoning — R-3, Residential/Business District
Present Use — Oak Park Heights Apartments
South of Site: Present Zoning —O, Open Space
Present Use — Highway 36
West of Site: Present Zoning — B-2, General Business District
Present Use —Walgreens
East of Site: Present Zoning —City of Stillwater
Present Use —Washington County Courthouse and parking lots
Comprehensive Plan. The 2008 Comprehensive Plan designates this area as high
density residential. The existing and proposed use is consistent with this land use
classification.
Zoning. This property has been designated as R-B Residential/Business Transitional
in which nursing homes and similar group housing is a listed conditional use. Variances
for setbacks and building height are also required to allow for the construction of a 16
room memory care facility and 26 additional assisted living units.
A review of the criteria for nursing homes and group housing as found in Section
401.28.E of the Zoning Ordinance is found later in this report.
Subdivision. No subdivision or lot combinations are required.
Project Density/Open Space. Section 401.15.C.3 of the Zoning Ordinance
establishes the density thresholds for residential properties. Memory care and assisted
living housing requires 1,000 square feet of land area per unit excluding right-of-way
and wetlands. The multiple family requirements are 2,500 square feet per unit.
The total property currently under control of the owner is 144,574 square feet. With a
total of 125 units proposed, the resulting density is 1,156 square feet per unit. As long
as the project stays as a memory care and assisted living facility it would meet density
requirements of the Zoning Ordinance. The approvals will need to include a provision to
assure that the project remains as senior housing and is not converted to non restricted
rental housing.
Proposed Street Access. The project currently accesses from Oxboro Avenue North
which is a Washington County roadway. One access point is currently provided for the
property. A second access at the south end of the property will be added with a
driveway and turnaround that will provide direct access to the building addition. An
access permit will be required from Washington County. Preliminary discussions with
the County have indicated there will no issue with obtaining the access.
3
The new driveway and turnaround area have been reviewed by the Bayport Fire
Department. The driveway will be 27 feet in width and the radius of the turnaround is 49
feet 6 inches. This will satisfy the Department requirements for emergency vehicle
access. The circle in the middle of the turnaround will have surmountable curb and a
paved surface. The applicants have asked if the center circle could be landscaped.
Sidewalks. The proposed plan provides adequate access from the parking lots via
sidewalks to the building entrance. There is a proposed walking path and patio that is
internal to the site that will provide outdoor areas for residents.
Setbacks. The R-B District specifies setback requirements as follows: 30 feet front
yard, 30 feet rear yard, and 20 feet side yard. Additionally, driveways and turnaround
areas must be set back 10 feet from the property line. The conditions for approval of
nursing homes and similar group house state that building side yards are to be double
the minimum requirements for the district.
The plans indicate that the existing and proposed building will have a front yard setback
of 84 feet, a rear yard setback of 46 feet and side yard setbacks of 56 feet on the south
and 25 feet on the north. The building setbacks are all compliant with the Zoning
Ordinance. The new southerly access road to the rear of the building will be at least 10
feet except for a portion of the turnaround is five feet from the property line. A Variance
from the required 10 foot setback is required. The radius of the turnaround is required
by the Bayport Fire Department for access of equipment. For this reason, City Staff
does not have an issue with recommending the Variance in that the practical difficulty in
achieving the setback is necessitated for emergency vehicle access.
Tree Preservation/Landscaping. The applicant has provided a general landscaping
plan and plans for tree removal. The plan shall be subject to the final approval of the
City Arborist.
Grading and Drainage. Detailed grading and drainage plans have been provided as
part of the development submittals. The City Engineer and the Middle St. Croix
Watershed Management Organization shall review and approve all of the grading and
drainage plans.
Utilities. A detailed utility plan has been submitted. The final utility plan is subject to
review and approval of the City Engineer.
Lighting. A lighting plan has been provided that includes details for lighting the new
driveway, locations of fixtures on the building and a photometric plan. The photometric
plan is compliant and all of the proposed fixtures are full cut off utilizing LED fixtures.
The heights of the freestanding light fixtures are also compliant with the 25 foot height
limit.
Signage. The plans indicate a monument sign at the new south driveway. The sign is
compliant in height and size. No details are provided as so how the sign will be lit. The
sign will need to comply with the sign lighting standards of the Zoning Ordinance when
4
the sign permit is issued. The monument sign will be required to be five feet from the
property line.
There are no wall signs proposed for the structure. Wall signs would require a sign
permit and would need to comply with the standards of the Zoning Ordinance.
Parking. The Zoning Ordinance requires the following for elderly or assisted living
housing:
m. Elderly (Senior Citizen) Housing. Reservation of area equal to one
(1) parking space per unit. Initial development is, however, required for only one-
half(1/2) space per unit and said number of spaces can continue until such time as
the City considers a need for additional parking spaces has been demonstrated.
The following required for nursing home or memory care:
ee. Sanitariums, Convalescent Home, Rest Home, Nursing Home or Day
Nurseries. Four (4) spaces plus one (1) for each three (3) beds for which
accommodations are offered and one space designated for emergency vehicles.
The plans indicate that there are 86 existing parking stalls, 65 that are underground and
21 that are exterior. Five additional parking spaces are to be added in the turnaround
making the overall total at 91 spaces. The parking standards of the Zoning Ordinance
require one formula for elderly or assisted living and another for nursing or assisted
living. The parking calculations are as follows:
109 Assisted Living Units / Requires one space per unit or 1/2 space per unit if agreed
to by the City = 55 spaces required.
16 Memory Care Units / Requires four spaces plus one space for each three beds = 9
spaces required.
Total Parking Required = 64 spaces
The project architect, in his additional project narrative (Exhibit 2) provided background
information and a justification why the proposed parking will be adequate to meet the
needs of this facility.
Snow Storage. The plans should be updated to indicate areas for snow storage. The
City Engineer should comment on the adequacy of these areas.
Mechanical Equipment. The applicant's architect has indicated that the mechanical
equipment is located within the buildings. Any mechanical equipment that is ground
mounted or visible from adjacent streets shall be screened as required by the Zoning
Ordinance.
Trash/Recycling. All of the trash storage and recycling will be internal to the buildings.
5
Unit Types. The memory care and assisted living facility will have the following unit
types:
Existing:
1. A— 1 bedroom = 637 (square feet)
2. B — 1 bedroom = 770
3. C — 2 bedroom = 866
4. D — 1 bedroom + Den = 702
5. E —2 bedroom = 889
6. F —2 bedroom = 877
7. HC — 1 bedroom = 637
Proposed: (All are Assisted Living unless noted otherwise)
1. New Studio = 411 (square feet)
2. Unit A— 1 bedroom = 696
3. Unit B — 1 bedroom = 808
4. Unit C — 1 bedroom = 758 (2 Memory Care)
5. Unit D —Studio = 544
6. Unit D — Custom = 720
7. Unit E — Studio = 340 (Memory Care)
8. Unit F — Studio = 280 (Memory Care)
9. Unit G — Studio = 401 (Memory Care)
The Zoning Ordinance indicates that Elderly Housing must have a minimum floor area
of 440 square feet for efficiency units and 520 square feet for one bedroom units. The
building as proposed will be compliant with these requirements.
Architectural Appearance. The application materials include detail elevations and
color elevations. The existing building exterior will be updated to match the new
construction. The building will feature a stone veneer base with shake siding. The
gable roof ends will feature a vertical siding. The plans indicate the material types and
specify colors. The project architect will provide a building materials board for review at
the Planning Commission meeting.
The residential units are not required to be reviewed under Design Guideline
requirements.
Building Height. The building height of the new structure will be 42 feet to the mid-
point of the gabled roof. The R-B District specifies a maximum building height of 35
feet. A Variance is required to vary from the maximum building height.
Variance criteria are provided in Section 401.04 of the Oak Park Heights Zoning
Ordinance. The Planning Commission and the City Council should review the following
criteria and conditions to determine if the height variance is justified.
6
Review Criteria. The Planning Commission and City Council should make a finding of fact that the
proposed action will not:
a. Impair an adequate supply of light and air to adjacent property.
b. Unreasonably increase the congestion in the public street.
c. Have the effect of allowing any district uses prohibited therein, permit a lesser degree of flood
protection than the flood protection elevation for the particular area or permit standards which are
lower than those required by State law.
d. Increase the danger of fire or endanger the public safety.
e. Unreasonably diminish or impair established property values within the neighborhood, or in any
way be contrary to the intent of this Ordinance.
f. Violate the intent and purpose of the Comprehensive Plan.
g. Violate any of the terms or conditions of Item 5, below.
h. Conditions for Approval. A variance from the terms of this Ordinance shall not be granted unless
it can be demonstrated that:
a. Undue hardship will result if the variance is denied due to the existence of special conditions and
circumstances which are peculiar to the land, structure, or building involved and which are not
applicable to other lands, structures or buildings in the same district.
1) Special cases may include exceptional topographic or water conditions or, in the case of an
existing lot or parcel of record, narrowness, shallowness, insufficient area or shape of the
property.
2) Undue hardship caused by the special conditions and circumstances may not be solely
economic in nature, if a reasonable use of the property exists under the terms of this Title.
3) Special conditions and circumstances causing undue hardship shall not be a result of lot size
or building location when the lot qualifies as a buildable parcel.
b. Literal interpretation of the provisions of this Ordinance would deprive the applicant of rights
commonly enjoyed by other properties in the same district under the terms of this ordinance or
deny the applicant the ability to put the property in question to a reasonable use.
c. The special conditions and circumstances causing the undue hardship do not result from the
actions of the applicant.
d. Granting the variance requested will not confer on the applicant any special privilege that is
denied by this Ordinance to other lands, structure or buildings in the same district under the same
conditions.
e. The request is not a result of non-conforming lands, structures or buildings in the same district.
f. The request is not a use variance.
g. The variance requested is the minimum variance necessary to accomplish the intended purpose
of the applicant.
The request does not create an inconvenience to neighboring properties and uses.
City Staff does not see any negative impact created by the request for this Variance.
The existing building was constructed over the 35 foot maximum of the R-B District.
The structure is not adjacent or visible to low density residential properties and exists in
an area that is primarily commercial, high density residential or government uses. The
other senior facilities in the community such as Boutwells and Oakgreen Village have
been granted building height variances to accommodate structures that are typical of
this type of residential facility.
R-B, Residential/Business District Standards Section 401.28.E.3 of the Zoning
Ordinance provides the CUP standards for allowing this residential use in the R-B
District. The standards are as follows:
3. Nursing homes and similar group housing:
7
a. Side yards are double the minimum requirements established for this
district and are screened in compliance with Section 401.15.E. of this
Ordinance.
Comment: The building setbacks are compliant with this requirement. The
turnaround area requires a setback variance.
b. Only the rear yard shall be used for play or recreational areas. Said area
shall be fenced and controlled and screened in compliance with Section
401.15.E. of this Ordinance.
Comment: There is a center courtyard area is mostly surrounded by buildings
and features a patio and walking path.
c. All signing and informational or visual communication devices shall be in
compliance with Section 401.03.G. of this Ordinance.
Comment: The signage will be compliant.
d. The site shall be served by an arterial or collector street of sufficient
capacity to accommodate traffic which will be generated.
Comment: Oxboro Avenue North will accommodate the anticipated traffic.
e. All State laws and statutes governing such use are strictly adhered to and
all required operating permits are secured.
Comment: All State licensing and permits shall be required for opening.
f. Adequate off-street parking is provided in compliance with Section
401.15.F of this Ordinance.
Comment: The parking standards are met.
g. One (1) off-street loading space in compliance with Section 401.15.F. of
this Ordinance is provided.
Comment: There is adequate space on site for off street loading and an
emergency vehicle space is provided in the turnaround.
h. The provisions of Section 401.03.A.8 of this Ordinance are considered
and satisfactorily met.
Comment: The Planning Commission and City Council should review Section
401.03.A.8 related to Conditional Use Permit criteria and determine if there are
any issues with issuing the permit. City Staff has reviewed the criteria and has
determined the request is complaint.
8
Development Agreement. The applicant will be required to enter into a development
agreement with the City if required by the City Attorney. The development agreement
shall be subject to review and approval of the City Attorney and City Council.
Conditions have been added related to payment in lieu of taxes and emergency
services costs via the Bayport Fire Department. These are standard conditions that
have also been placed on Boutwell's Landing and Oakgreen Commons senior housing
facilities.
CONCLUSION / RECOMMENDATION
Subject to the preceding review, City staff recommends approval of the following listed
requests subject to the conditions that follow:
• Conditional Use Permit— Memory Care and Assisted Living
• Variances— Roadway Setback and Building Height
1. The Oak Ridge Memory and Assisted Living shall remain as senior rental and
shall not be converted to non-restricted rental housing.
2. The Applicant shall obtain and access permit from Washington County for the
new driveway.
3. All tree removal and landscape plans shall be subject to review and approval of
the City Arborist.
4. The grading and drainage plans shall be subject to City Engineer and the Middle
St. Croix Watershed Management Organization for review and approval.
5. All utility plans shall be subject to review and approval of the City Engineer.
6. All lighting shall be full cut off and be compliant with the lighting standards of the
Zoning Ordinance.
7. The signage shall be compliant with the Zoning Ordinance and shall be set back
at least five feet from the property line.
8. The Fire Marshal and Police Chief should review the plans and determine the
accessibility of emergency vehicles throughout the development.
9. A snow storage plan shall be provided and shall be subject to review and
approval of the City Engineer.
10. Any mechanical equipment that is ground mounted or visible from adjacent
streets shall be screened as required by the Zoning Ordinance.
9
11. The Planning Commission and City Council shall comment on the final building
appearance, colors and materials. The applicant shall provide a materials board
to be discussed at the Planning Commission and City Council meetings.
12. To the extent that Developer's project contains tax exempt facilities, lands or
buildings, Developer will execute an agreement with the City to make a payment
in lieu of taxes to the City for the life of the project. A payment in lieu of taxes
agreement shall be in a form prepared and approved by the City Attorney.
13. The applicant shall be required to enter into a development agreement if required
by the City Attorney. The development agreement shall be subject to the review
and approval of the City Attorney and City Council.
14. Any other conditions of City staff, the Planning Commission and the City Council.
10
HR1FEXHIBIT 1
A R C H I T E C T S
October 15,2014
Julie Hultman,CBO
City of Oak Park Heights
14168 Oak Park Blvd.
Oak Park Heights, MN 55082
RE: Oak Ridge Place Memory Care Addition and facelift
Our proposed and approvals we are seeking is for the construction of a 16 room memory care facility
and 26 additional assistant living units. This proposal is for a 3 story addition located just west of the
existing facility.
In addition we are also seeking approval for both the remodeling(internal)and for the exterior facelift
on the entire existing building. This will consist of new siding,windows and roofing. This movement will
allow for an architectural tie-in to the proposed addition.
Sincerely,
J.'"
Michael G. Hoefler, NCARB
HAF Architects, LLC
233 MAIN STREET SOUTH, STILLWATER, MN 55082
PH: 651 -351 -1760 FAX: 651 -430-0180
WWW.HAFARCHITECTS.COM
r'
HAF. EXHIBIT 2
G R O U P
A R C H C f
DE 0 1 N t
C O ea S i 4 tt C 1 « O H
October 27, 2014
Project:Oak Ridge Memory Care
6060 Oxboro Avenue North
RE:Oak Park Heights—Oak Ridge Place—Conditional Use Permit
For Memory Care and Assisted Living,Variances for Setbacks and
Building Height—6060 Oxboro Avenue
Date October 27,2014
1.) Please provide a fee of$200.00 for the Variances and an additional escrow of$1,000.00.
HAF Response: Please find attached the additional fees as requested
2.) Please provide dimensioning on the architectural site plan including setbacks, buildings,
parking stalls,drive aisles and the turnaround area.
HAF Response: Please find attached exhibit A
3.) Provide the mean ground level of the existing and proposed structure.
HAF Response:The mean ground elevation (entrances) is 887.0 feet for both
4.) Provide a floor plan for the parking level.
HAF Response: Please find attached exhibit B
5.) Provide building material samples by the time of the Planning Commission meeting.
HAF Response:These samples will be provided at the time of the Commissions meeting
6.) Provide a plan for the exterior lighting that will be attached to the building including
specifications for the fixtures.
HAF Response: Please see attached fixture selected as well as exhibit C indicating the
locations of those fixtures.
7.) Provide a justification of why the proposed parking may be allowed to be less than what is
required by the Zoning Ordinance.
HAF Response:In response to your comment,our review and comments are to clarify our
proposal of parking stalls needed.The current parking lot stall count is as follows:
Parking—Existing
Existing Underground Stalls 65
Existing Exterior Stalls 21
Total Existing Stalls 86
233 MAIN STREET SOUTH, STILLWATER, MN 55082
PH: 651-351-1760 FAX: 651-430-0180
W W W.HAFARCHITECTS.COM
G R O U P HAF.
♦ t C N ∎ , f C f U
6 f w f i 0 N
C O N S = R tt C E $ 0 N
Building Units—Existing
Total Units 84
The existing stalls (tenant and employee usage)currently(on a daily basis) is 16 stalls
• 9 tenants currently using underground parking stalls
• 7 employees currently using underground parking stalls
This equates to 49 stalls not currently being utilized.
• 15 visitors and employees currently use exterior parking stalls
This equates to 6 stalls not currently being utilized.
So,to summarize at present time,there are 55 existing stalls that remain vacant on a daily
basis.
Our proposal (Addition) adds a total of 16 memory care units and 26 assisted care units.
We did lose one unit within the existing building due to renovation.Therefore giving us a
net increase of 41 units. Please note that 16 are memory care units,leaving only 25 added
units total.
We feel that past history of existing usage as well as creating additional surface parking
(of 16 more) is more than we feel would be required. As well, we provide bus
transportation to shopping and appointments for our tenants, of which the average age
is 80+years old.
8.) Provide a draft of the storm water maintenance agreement.
HAF Response: We understand that this draft will be provided by the city for the
developer's acceptance.
9.) Provide additional detailing on the proposed retaining wall including the construction and any
fencing that will be required.
HAF Response: Please see attached exhibit A indicating the fenced in area. The actual
samples of the above will be brought forward to the commission meeting. Note —the
retaining wall of which does not exceed 4'-0" in height shall be constructed of Anchor
Retaining Wall Systems(cobblestone).Any areas exceeding 30" in height vertically will be
provided with a code compliant barrier(fence
10.)Will an access agreement be required from Washington County?
HAF Response: A Washington County access agreement will be required for our new
entrance onto Oxboro Avenue North (County Road 63).We submitted the application for
the access permit on Thursday October 23.
11.)Have the plans been submitted to the Middle St.Croix Watershed Management Organization?
HAF Response: The plans and calculations were submitted to the MSCWMO for their
approval on Thursday October 23.
233 MAIN STREET SOUTH, STILLWATER, MN 55082
PH: 651-351-1760 FAX: 651-430-0180
W W W.HAFARCHITECTS.COM
}
G R O U P HAF
A Y C N i E C 1 4 Y f
6 E v f t U r r. E fi S
C O N S I Y U C I P O N
12.) Will there be any mechanical equipment that will require additional screening?
HAF Response: No,all the equipment will be internal.
233 MAIN STREET SOUTH, STILLWATER, MN 55082
PH: 651-351-1760 FAX: 651-430-0180
W W W.HAFARCHITECTS.COM
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McGRAW-EDISON® ''"energy
DESCRIPTION
The Galleon r"" LED luminaire delivers exceptional performance in a Catalog# EXHIBIT t Type
highly scalable,low-profile design.Patented,high-efficiency AccuLED EXHIBIT v
Optics'' system provides uniform and energy conscious illumination to
walkways,parking lots,roadways,building areas and security lighting Project
applications.IP66 rated.
Comments Date
Prepared by
SPECIFICATION FEATURES
Construction be field or factory installed.The easy positioning of fixture during
Extruded aluminum driver house side shield is designed to assembly.Designed for pole or
�P,
enclosure thermally isolated from seamlessly integrate with the SL2, wall mounting.When mounting 'i° €
Light Squares for optimal thermal SL3,SL4 or AFL optics. two or more luminaires at 90°or > ? °.°
performance.Heavy-wall,die- 120°apart,the EA extended arm «t
cast aluminum end caps enclose Electrical may be required.Refer to the arm 1s
housing and die-cast aluminum LED drivers are mounted to mounting requirement table on
heat sinks.A unique,patent removable tray assembly for ease page 3.Round pole top adapter
pending interlocking housing and of maintenance.120-277V 50/60Hz, included.For wall mounting,
heat sink provides scalability with 347V 60Hz or 480V 60Hz operation. specify wall mount bracket option.
superior structural rigidity.3G Standard with 0-10V dimming. 3G vibration rated.
vibration tested.Optional tool- Shipped standard with Cooper
less hardware available for ease Lighting proprietary circuit module Finish
of entry into electrical chamber. designed to withstand 10kV of Housing finished in super durable
Housing is IP66 rated. transient line surge.The Galleon TGIC polyester powder coat paint, GLEON
LED luminaire is suitable for 2.5 mil nominal thickness for GALLEON LED
Optics operation in-40°C to 40°C ambient superior protection against fade
Choice of 16 patented,high- environments.For applications and wear.Heat sink is powder
efficiency AccuLED Optics.The with ambient temperatures coated black.Standard colors
optics are precisely designed to exceeding 40°C,specify the HA include black,bronze,grey, 1-10 Light Squares
shape the distribution maximizing (High Ambient)option.Light white,dark platinum and graphite Solid State LED
efficiency and application spacing. Squares are IP66 rated.Greater metallic.RAL and custom color
AccuLED Optics create consistent than 90%lumen maintenance matches available.Consult the
distributions with the scalability expected at 60,000 hours.Available McGraw-Edison Architectural AREA/SITE LUMINAIRE
to meet customized application in standard 1A drive current and Colors brochure for the complete
requirements.Offered standard in optional 530mA and 700mA drive selection.
4000K(+/-275K)CCT and minimum currents.
70 CRI.Optional 6000K CCT and Warranty
3000K CCT.For the ultimate level Mounting Five-year warranty.
of spill light control,an optional Extruded aluminum arm includes
house side shield accessory can internal bolt guides allowing for
DIMENSIONS
POLE MOUNT
1110 lig..,--, [ J ml
"q" I 21-3/4'[553mm] I "B"
p\t OP
WALL MOUNT DLC.
fife
"Mill Willi ilinit III/
-, I. CERTIFICATION DATA
UL/cUL Wet Location Listed
- ISO 9001
11111 10-5/32" I 21-3/4"[553mm] 17"[178mm] LM79/LM80 Compliant
[256mm] 3G Vibration Rated
DesignLights Rated
�- DesignLights ConsortiumOa Qualified*
L 6-3/16" J
]157mm] 2-7/16"
[61mm] ENERGY DATA
DIMENSION DATA Electronic LED Driver
- >0.9 Power Factor
Number of "B"Standard "B"Optional Weight with Arm EPA with Arm <20%Total Harmonic Distortion
Light Squares "A"Width Arm Length Arm Length' (lbs.) (Sq.Ft.) 120V-277V 50/60Hz
1-4 15-1/2"(394mm) 7"(178mm) 10"(254mm) 33(15.0 kgs.) 0.96 347V&480V 60Hz
-40°C Min.Temperature
5-6 21-5/8"(549mm) 7"(178mm) 10"(254mm) 44(20.0 kgs.) 1.00 40°C Max.Temperature
7-8 27-5/8"(702mm) 7"(178mm) 13"(330mm) 54(24.5 kgs.( 1.07 50°C Max.Temperature(HA Option)
9-10 33-3/4"(857mm) 7"(178mm) 16"(406mm) 63(28.6 kgs.) 1.12
NOTES:1 Extended arm option may be required when mounting two or more fixtures per pole at 90°or 120°.Refer to arm mounting
requirement table.2 EPA calculated with optional arm length.
Cooper Lighting rhyf_ ADH140426
by Ea•N *www.designlights.org
EO 2014-08-27 15:04:21
GLEON GALLEON LED
OPTIC ORIENTATION DRILLING PATTERN
Street Side Street Side Street Side TYPE "N"
3/4"[19mm]
Diameter
Hole
[51mm]
7/8"[22mm]
a , 1-3/4"e [44mm.1(11111111111111111111grall ]
C
\` (2)9/16"[14mm]
Diameter
Holes
House Side House Side House Side
Standard Optics Rotated Left @ 90°[L90] Optics Rotated Right @ 90°[R90]
OPTICAL DISTRIBUTIONS
Asymmetric Area Distributions
T2 SL2 T3 SL3 T4FT T4W SL4
(Type II) (Type II with Spill Control) (Type III) (Type III with Spill Control) (Type IV ForwardThrow) (Type IV Wide) (Type IV with Spill Control)
.... .... �N al. It MN IN
ter- --ter -a. �r -....r
Asymmetric Roadway Distributions Symmertric Distributions
RW T2R T3R 5NQ 5MQ 5WQ
(Rectangular WideType I) (Type II Roadway) (Type III Roadway) (Type V Square Narrow) (Type V Square Medium) (Type V Square Wide)
0 al. M! ■■ 1111 gai,
I/
Specialized Distributions
AFL SLL SLR
(Automotive Frontline) (90°Spill Light Eliminator Left) (90°Spill Light Eliminator Right)
pdI 1�
l
ARM MOUNTING REQUIREMENTS
4 @ 90°
Configuration 90°Apart 120°Apart
7"Arm 7"Arm 2 @ 180° Triple' 11,1 1�1
GLEON-AE-01 (Standard) (Standard) (1 I EI
7"Arm 7"Arm ` ( ', .a
GLEON-AE-02 (Standard) (Standard) `,`� j= T 1
GLEON-AE-03 7"Arm 7"Arm _,_, —14,441%:.,` -- f/ IIiiI
(Standard) (Standard) '—.—'i^. a ,
GLEON-AE-04 7"Arm 7"Arm {
(Standard) (Standard) 1_' [_1
10"Extended Arm 7"Arm 1,i hi i;a GLEON-AE-05 (Required) (Standard) iL1�.�� Iht��� � �
i t in 1,t a,:
GLEON-AE-06 10"Extended Arm 7"Arm
(Required) (Standard)
GLEON-AE-07 13"Extended Arm 13"Extended Arm
(Required) (Required) 2 @ 90° Triple i 2 @ 120°
GLEON-AE-08 13"Extended Arm 13"Extended Arm .�� –�
(Required) (Required) _ 1�• =_^ ,�•�' r '4
GLEON-AE-09 16"Extended Arm it Extended Arm u�` ! ■"i✓ I
(Required) (Required) �, ,•`
Mk 1.111 GLEON-AE-10 16"Extended Arm 16"Extended Arm nj a ata(Required) (Required) 13.:
1t11.1 'r:1.11`1
art t,t art 1,t
Eaton Eaton's Cooper Lighting Business
Cooper Lighting 1000 Cleveland,OH 44122 1121 Highway 74 South
Cleveland,OH 44122 Peachtree City,GA 30269 Specifications and ADH 140426
United States P:770-486-4800 dimensions subject to
by Ea•N Eaton.com www.cooperlighting.corn change without notice. 2014-08-27 15:04:21
GLEON GALLEON LED
NOMINAL POWER AND LUMENS (1A)
Number of Light Squares 1 2 3 4 5 6 7 8 9 10
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
Lumens 5,272 10,303 15,373 20,313 25,168 30,118 35,618 40,357 45,018 49,842
T2
BUG Rating B1-U0-G1 B2-UO-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-UO-G4 B3-U0-G4 B3-U0-G5 B4-UO-G5 B4-U0-G5
Lumens 5,597 10,938 16,321 21,565 26,719 31,974 37,813 42,844 47,792 52,914
T2R
BUG Rating B1-U0-G1 B2-UO-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G4 B4-UO-G5
Lumens 5,374 10,501 15,669 20,704 25,652 30,697 36,303 41,134 45,884 50,802
T3
BUG Rating B1-U0-G2 B2-UO-G2 B2-U0-G3 B3-UO-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-UO-G5 B4-U0-G5 B4-UO-G5
Lumens 5,493 10,735 16,017 21,164 26,222 31,379 37,110 42,048 46,904 51,930
T3R
BUG Rating B1-U0-G2 B1-U0-G2 B2-UO-G3 B2-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5
Lumens 5,405 10,562 15,760 20,824 25,801 30,875 36,514 41,372 46,150 51,096
T4FT
BUG Rating B1-UO-G2 B2-UO-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5
Lumens 5,335 10,426 15,556 20,555 25,468 30,476 36,042 40,838 45,554 50,436
T4W
BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-UO-G4 B3-UO-G4 B3-UO-G5 B3-UO-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5
Lumens 5,263 10,285 15,347 20,278 25,124 30,066 35,556 40,288 44,940 49,756
SL2
BUG Rating B1-U0-G2 B2-U0-G2 B2-UO-G3 B3-U0-G3 B3-UO-G4 B3-UO-G4 B3-UO-G5 B3-UO-G5 B4-U0-G5 B4-UO-G5
Lumens 5,373 10,500 15,667 20,701 25,649 30,693 36,298 41,128 45,878 50,794
SL3
BUG Rating B1-UO-G2 B2-U0-G3 B2-UO-G3 B3-UO-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5
Lumens 5,105 9,976 14,886 19,669 24,370 29,163 34,488 39,078 43,591 48,262
SL4
BUG Rating B1-U0-G2 B1-U0-G3 B1-UO-G3 B2-UO-G4 B2-U0-G4 B2-UO-G5 B3-UO-G5 B3-UO-G5 B3-U0-G5 B3-U0-G5
Lumens 5,542 10,830 16,160 21,352 26,455 31,658 37,439 42,421 47,320 52,392
5NQ
BUG Rating B2-U0-G1 B3-UO-G1 B3-UO-G2 B4-UO-G2 B4-U0-G2 B5-UO-G2 B5-UO-G3 B5-UO-G3 B5-UO-G3 B5-UO-G4
Lumens 5,644 11,029 16,457 21,745 26,942 32,241 38,128 43,202 48,191 53,356
5MQ
BUG Rating B3-U0-G1 B4-U0-G2 B4-UO-G2 B5-UO-G3 B5-UO-G3 B5-UO-G4 B5-UO-G4 B5-UO-G4 B5-UO-G4 B5-UO-G5
Lumens 5,659 11,059 16,501 21,803 27,014 32,327 38,230 43,317 48,320 53,498
5WQ
BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-UO-G4 B5-UO-G4 B5-U0-G4 B5-UO-G5 B5-UO-G5 B5-UO-G5
Lumens 4,722 9,227 13,767 18,191 22,539 26,971 31,897 36,141 40,315 44,635
SLUSLR
BUG Rating E1-U0-G2 81-UO-G3 B2-UO-G3 B2-UO-G3 B3-UO-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-UO-G5 B3-U0-G5
Lumens 5,492 10,732 16,014 21,159 26,216 31,372 37,101 42,038 46,893 51,918
RW
BUG Rating B2-UO-G1 B3-U0-G1 B4-UO-G2 B4-U0-G2 B4-UO-G2 B5-UO-G3 85-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4
Lumens 5,512 10,771 16,072 21,236 26,311 31,486 37,236 42,191 47,063 52,107
AFL
BUG Rating B1-U0-G1 B1-UO-G1 B2-UO-G2 B2-UO-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-UO-G3 B3-U0-G3 B3-U0-G4
•Nominal data for 4000K CCT.
Eaton Eaton's Cooper Lighting Business
1000 Eaton Boulevard 1121 Highway 74 South
Cooper Lighting Cleveland,OH 44122 Peachtree City,GA 30269 Specifications and ADH140426
United States P.770-486-4800 dimensions subject to
by E:T°N Eaton.com www.cooperlighting.com change without notice. 2014-08-27 15:04:21
GLEON GALLEON LED
NOMINAL POWER AND LUMENS (700MA)
Number of Light Squares 1 2 3 4 5 6 7 8 9 10
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
Lumens 3,854 7531 11,237 14,847 18,395 22,013 26,033 29,497 32,904 36,430
T2
BUG Rating B1-UO-G1 B1-UO-G2 82-UO-G2 B2-UO-G2 B3-UO-G3 B3-UO-G3 83-U0-G4 B3-UO-G4 B3-UO-G4 B3-UO-G4
Lumens 4,091 7,995 11,929 15,762 19,529 23,370 27,638 31,316 34,932 38,676
T2R
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G2 B3-UO-G3 B3-UO-G3 B3-UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4
Lumens 3,928 7,676 11,453 15,133 18,750 22,437 26,534 30,065 33,537 37,132
T3
BUG Rating B1-U0-G1 B1-UO-G2 B2-UO-G2 B2-UO-G3 B3-UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G5
Lumens 4,015 7,846 11,707 15,469 19,166 22,936 27,124 30,733 34,283 37,957
T3R
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G3 B2-UO-G3 B3-U0-G4 B3-UO-G4 B3-UO-G4 B3-UO-G5 B3-UO-G5
Lumens 3,951 7,720 11,519 15,221 18,858 22,567 26,688 30,240 33,732 37,347
T4FT
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G3 B2-UO-G4 B3-UO-G4 B3-U0-G4 B3-UO-G5 B3-UO-G5 B3-UO-G5
Lumens 3,900 7,620 11,370 15,024 18,615 22,276 26,343 29,849 33,296 36,864
T4W
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G3 B3-UO-G4 B3-UO-G4 B3-U0-G4 B3-UO-G5 B3-UO-G5 B3-UO-G5
Lumens 3,847 7,518 11,217 14,821 18,364 21,975 25,988 29,447 32,847 36,368
SL2
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G3 B2-UO-G3 B3-UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G5
Lumens 3,927 7,675 11,451 15,131 18,747 22,434 26,531 30,061 33,533 37,126
SL3
BUG Rating B1-UO-G1 B1-UO-G2 B2-U0-G3 B2-UO-G3 B2-U0-G3 B3-UO-G4 B3-U0-G4 B3-UO-G4 B3-UO-G5 B3-U0-G5
Lumens 3,731 7,292 10,880 14,376 17,812 21,315 25,208 28,562 31,861 35,275
SL4
BUG Rating B1-UO-G2 B1-U0-G2 B1-UO-G3 B1-UO-G3 B2-UO-G4 B2-UO-G4 B2-UO-G4 B2-UO-G5 B2-UO-G5 B3-UO-G5
Lumens 4,051 7,916 11,811 15,606 19,336 23,139 27,365 31,006 34,587 38,294
5NQ
BUG Rating B2-UO-G1 B3-UO-G1 B3-UO-G1 B3-UO-G2 B4-UO-G2 B4-UO-G2 B4-U0-02 B5-UO-G2 B5-UO-G3 B5-UO-G3
Lumens 4,125 8,062 12,029 15,894 19,692 23,565 27,869 31,577 35,224 38,999
5MQ
BUG Rating B2-UO-G1 B3-UO-G2 B4-UO-G2 B4-U0-G2 B4-UO-G2 B5-U0-G3 B5-UO-G3 B5-U0-G3 B5-UO-G4 B5-UO-G4
Lumens 4,136 8,083 12,061 15,936 19,745 23,628 27,943 31,661 35,318 39,103
5WQ
BUG Rating 63-UO-G1 B3-U0-G2 B4-U0-G2 B4-UO-G2 B5-UO-G3 B5-UO-G3 B5-UO-G4 B5-UO-G4 B5-UO-G4 B5-UO-G4
Lumens 3,451 6,744 10,063 13,296 16,474 19,714 23,314 26,416 29,467 32,625
SLUSLR
BUG Rating B1-UO-G1 B1-U0-G2 B1-UO-G3 B2-UO-G3 B2-UO-G3 B2-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G5 B3-UO-G5
Lumens 4,014 7,844 11,704 15,465 19,162 22,930 27,118 30,726 34,274 37,948
RW
BUG Rating B2-UO-G1 B3-UO-G1 B3-UO-G2 B4-UO-G2 B4-UO-G2 B4-UO-G2 64-U0-G2 B5-UO-G3 B5-UO-G3 B5-UO-G3
Lumens 4,029 7,873 11,747 15,522 19,231 23,014 27,216 30,838 34,399 38,086
AFL
BUG Rating B1-UO-G1 B1-U0-G1 B2-UO-G2 B2-UO-G2 B2-UO-G2 B3-UO-G2 B3-UO-G3 B3-UO-G3 B3-UO-G3 B3-UO-G3
•Nominal data for 4000K CCT.
Eaton Eaton's Cooper Lighting Business
1000 Eaton Boulevard 1121 Highway 74 South
Cooper Lighting Cleveland,OH 44122 Peachtree City,GA 30269 Specifications and ADH140426
United States P.770-486-4800 dimensions subject to
by E.T•N Eaton.com www.cooperlighting,com change without notice. 2014-08-27 15:04:21
' GLEON GALLEON LED
NOMINAL POWER AND LUMENS (530MA)
Number of Light Squares 1 2 3 4 5 6 7 8 9 10
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 5 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 S 277V(A) 0.19 0.24 0.32 0.40 0.49 0.64 0.72 0.80 0.89 0.98
Optics
Lumens 3,079 6,017 8,978 11,862 14,697 17,588 20,800 23,567 26,289 29,106
T2
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G2 B2-UO-G2 B3-UO-G3 B3-UO-G3 B3-UO-G3 B3-UO-G4 B3-UO-G4
Lumens 3,269 6,388 9,531 12,593 15,603 18,672 22,082 25,020 27,909 30,900
T2R
BUG Rating B1-UO-G1 B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G2 B2-U0-G2 B3-UO-G3 B3-UO-G3 B3-UO-G3 B3-UO-G4
Lumens 3,138 6,133 9,150 12,091 14,980 17,926 21,200 24,021 26,795 29,667
T3
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G2 B2-UO-G3 B3-UO-G3 B3-UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4
Lumens 3,208 6,269 9,354 12,359 15,313 18,325 21,671 24,555 27,390 30,326
T3R
BUG Rating B1-UO-G1 B1-UO-G2 B1-UO-G2 B2-UO-G2 B2-UO-G3 B2-UO-G3 B2-UO-G4 B3-U0-G4 B3-UO-G4 B3-UO-G4
Lumens 3,156 6,168 9,203 12,161 15,067 18,030 21,323 24,160 26,950 29,839
T4FT
BUG Rating B1-UO-G1 B1-UO-G2 B1-UO-G2 B2-UO-G2 B2-UO-G3 B2-UO-G3 B3-UO-G4 B3-U0-G4 B3-UO-G4 B3-UO-G5
Lumens 3,116 6,088 9,084 12,004 14,872 17,797 21,047 23,848 26,602 29,453
T4W
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G2 B2-UO-G3 B3-UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G5
Lumens 3,074 6,006 8,962 11,842 14,672 17,558 20,764 23,527 26,244 29,056
SL2
BUG Rating B1-UO-G1 B1-UO-G2 B2-UO-G2 B2-UO-G3 B2-U0-G3 B3-U0-G3 B3-UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4
Lumens 3,138 6,132 9,149 12,089 14,978 17,924 21,197 24,018 26,791 29,662
SL3
BUG Rating B1-UO-G1 B1-UO-G2 B1-UO-G2 B2-U0-G3 B2-UO-G3 B2-UO-G3 B3-UO-G4 B3-UO-G4 B3-UO-G4 B3-UO-G4
Lumens 2,981 5,826 8,693 11,486 14,231 17,030 20,140 22,820 25,456 28,184
SL4
BUG Rating BO-UO-G1 B1-U0-G2 B1-UO-G3 B1-UO-G3 B1-UO-G3 B2-UO-G3 B2-UO-G4 B2-UO-G4 B2-UO-G4 B2-UO-G5
Lumens 3,236 6,324 9,437 12,469 15,449 18,487 21,863 24,773 27,634 30,595
5NQ
BUG Rating B1-U0-GO B2-UO-G1 B3-UO-G1 B3-UO-G2 B3-UO-G2 B4-UO-G2 B4-UO-G2 B4-U0-G2 B4-UO-G2 B5-UO-G2
Lumens 3,296 6,441 9,610 12,698 15,733 18,828 22,266 25,229 28,142 31,158
5MQ
BUG Rating B2-UO-G1 B3-UO-G1 B3-UO-G2 B4-UO-G2 B4-U0-G2 B4-UO-G2 B5-UO-G3 B5-UO-G3 B5-UO-G3 B5-UO-G3
Lumens 3,305 6,458 9,636 12,732 15,775 18,878 22,325 25,296 28,217 31,241
5WQ
BUG Rating B2-UO-G1 B3-UO-G2 B4-UO-G2 B4-UO-G2 B4-U0-G2 B5-UO-G3 B5-UO-G3 B5-UO-G3 B5-UO-G4 B5-UO-G4
Lumens 2,757 5,388 8,040 10,623 13,162 15,751 18,627 21,105 23,543 26,066
SLL/SLR
BUG Rating B1-UO-G1 B1-UO-G2 B1-UO-G2 B1-UO-G3 B2-UO-G3 B2-UO-G3 B2-UO-G3 B2-UO-G4 B3-UO-G4 B3-UO-G4
Lumens 3,207 6,267 9,351 12,356 15,309 18,320 21,666 24,549 27,384 30,319
RW
BUG Rating B2-UO-G1 B3-UO-G1 B3-U0-G1 B3-UO-G2 B4-UO-G2 B4-U0-G2 B4-UO-G2 B4-UO-G2 B4-UO-G2 B5-UO-G3
Lumens 3,219 6,290 9,385 12,401 15,365 18,387 21,745 24,638 27,484 30,429
AFL
BUG Rating B1-UO-G1 B1-UO-G1 B1-UO-G1 B2-UO-G2 B2-UO-G2 B2-U0-G2 B2-UO-G2 B3-UO-G2 B3-UO-G3 B3-U0-G3
•Nominal data for 4000K CCT.
Eaton Eaton's Cooper Lighting Business
1000 Eaton Boulevard 1121 Highway 74 South
Cooper Lighting Cleveland,OH 44122 Peachtree City,GA 30269 Specifications and ADH140426
United States P'.770-486-4800 dimensions subject to
by E:T.N Eaton.com www.cooperlighting.com change without notice. 2014-08-27 15:04:21
GLEON GALLEON LED
LUMEN MULTIPLIER LUMEN MAINTENANCE
Ambient Lumen Multiplier Ambient TM-21 Lumen Theoretical L70
Temperature Maintenance
Temperature (Hours)
0°C 1.02 (60,000 Hours)
10°C 1.01 25°C >94% >350,000
25°C 1.00 40°C >93% >250,000
40°C 0.99 50°C >90% >170,000
50°C 0.97
ORDERING INFORMATION
Sample Number:GLEON-AE-04-LED-E1-T3-GM-700
Product Family' Light Engine Number of Lamp Type Voltage Distribution Color Mounting
Light Squares'
GLEON=Galleon AE=1A Drive 01=1 LED=Solid State E1=120-277V T2=Type II AP=Grey [Blank]=Arm for Round or
Current 02=2 Light Emitting 347=347V' T2R=Type II Roadway B2=Bronze Square Pole
03=3 Diodes 480=480V'.6 T3=Type Ill BK=Black EA=Extended Arm'
04=4 T3R=Type Ill Roadway DP=Dark Platinum MA=Mast Arm Adapter°
05=5 T4FT=Type IV Forward Throw GM=Graphite Metallic WM=Wall Mount
06=6 T4W=Type IV Wide WH=White
07=7 5NQ=Type V Narrow
08=8 5MQ=Type V Square Medium
09=9 5WQ=Type V Square Wide
10=10 SL2=Type II w/Spill Control
SL3=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 I
AFL=Automotive Frontline
Options(Add as Suffix) Accessories(Order Separately)
2L=Two Circuits'' OA/RA1016=NEMA Photocontrol Multi-Tap-105-285V
7030=70 CRI 3000K' OA/RA1027=NEMA Photocontrol-480V
7060=70 CRI 6000K' OA/RA1201=NEMA Photocontrol-347V
530=Drive Current Factory Set to 530mA10 OA/RA1013=Photocontrol Shorting Cap
700=Drive Current Factory Set to 700mA 1° OA/RA1014=120V Photocontrol
F=Single Fuse(120,277 or 347V.Must Specify Voltage) MA1252=10kV Surge Module Replacement
FF=Double Fuse(208,240 or 480V.Must Specify Voltage) MA1036-XX=Single Tenon Adapter for 2-3/8"O.D.Tenon
P=Button Type Photocontrol(120,208,240 or 277V) MA1037-XX=2@ 180°Tenon Adapter for 2-3/8"O.D.Tenon
PER7=NEMA 7-Pin Twistlock Photocontrol Receptacle MA1197-XX=3 @120°Tenon Adapter for 2-3/8"O.D.Tenon
R=NEMA Twistlock Photocontrol Receptacle MA1188-XX=4 @90°Tenon Adapter for 2-3/8"O.D.Tenon
HA=50°C High Ambient° MA1189-XX=2 @90°Tenon Adapter for 2-3/8"O.D.Tenon
MS/DIM-L08=Motion Sensor for Dimming Operation,Maximum 8'Mounting Height'1.",".`6 MA1190-XX=3@90°Tenon Adapter for 2-3/8"O.D.Tenon
MS/DIM-L20=Motion Sensor for Dimming Operation,9'-20'Mounting Height"."•„•16 MA1191-XX=2 @120°Tenon Adapter for 2-3/8"O.D.Tenon
MS/DIM-L40=Motion Sensor for Dimming Operation,21'-40'Mounting Height""•t s" MA1038-XX=Single Tenon Adapter for 3-1/2"0.0.Tenon
MS/X-L08=Bi-Level Motion Sensor,Maximum 8'Mounting Height"•"5„,"•" MA1039-XX=2 @180°Tenon Adapter for 3-1/2"0.0.Tenon
MS/X-L20=Bi-Level Motion Sensor,9'-20'Mounting Height""•"•1°„ MA1192-XX=3 @120°Tenon Adapter for 3-1/2"0.0.Tenon
MS/X-L40=Bi-Level Motion Sensor,21'-40'Mounting Height"•"•"1°" MA1193-XX=4 @90°Tenon Adapter for 3-1/2"O.D.Tenon
MS-L08=Motion Sensor for ON/OFF Operation,Maximum 8'Mounting Height"•"'"•16 MA1194-XX=2 @90°Tenon Adapter for 3-1/2"O.D.Tenon
MS-L20=Motion Sensor for ON/OFF Operation,9'-20'Mounting Height'1'12'13' MA1195-XX=3 @90°Tenon Adapter for 3-1/2"O.D.Tenon
MS-L40=Motion Sensor for ON/OFF Operation,21'-40'Mounting Height"•"•'•16 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 1t
DIMRF-LW=LumaWatt Wireless Sensor,Wide Lens for 8'-16'Mounting Height 1° GLEON-MT1=Field Installed Mesh Top for 1-4 Light Squares
DIMRF-LN=LumaWatt Wireless Sensor,Narrow Lens for 16'-40'Mounting Height 16 GLEON-MT2=Field Installed Mesh Top for 5-6 Light Squares
190=Optics Rotated 90°Left GLEON-MT3=Field Installed Mesh Top for 7-8 Light Squares
R90=Optics Rotated 90°Right GLEON-MT4=Field Installed Mesh Top for 9-10 Light Squares
MT=Factory Installed Mesh Top LS/HSS=Field Installed House Side Shield".30
TH=Tool-less Door Hardware
LCF=Light Square Trim Plate Painted to Match Housing"
HSS=Factory Installed House Side Shield"
Notes:
1.DesignLights Consortium.Qualified.Refer to www.designlights.org Qualified Products List under Family Models for details.
2.Standard 4000K CCT and minimum 70 CRI.
3.Requires the use of a step down transformer when combined with MS/DIM,MS/X or DIMRF.
4.Not to be used with un-grounded systems.
5.May be required when two or more luminaires are oriented on a 90°or 120°drilling pattern.Refer to arm mounting requirement table.
6.Factory installed.
7.2L is not available with MS,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
fixtures per pole at 90°or 120°.Refer to arm mounting requirement table.
8.Not available with LumaWatt wireless sensors.
9.Extended lead times apply.Use dedicated IES files for 3000K and 6000K when performing layouts.These files are published on the Galleon luminaire product page on the website.
10.1 Amp standard.Use dedicated IES files for 530mA and 700mA when performing Iayouts.These files are published on the Galleon luminaire product page on the website.
11.Consult factory for more information.
12.Utilizes internal step down transformer when 347V or 480V is selected.
13.The FSIR-100 accessory is required to adjust parameters.
14.Not available with HA option.
15.Replace X with number of Light Squares operating in low output mode.
16.LumaWatt wireless sensors are factory installed only requiring network components RF-EM1,RF-GW1 and RF-ROUT1 in appropriate quantities.See www.cooperlighting.com for LumaWatt application information.
17.Not available with house side shield(HSS).
18.Only for use with SL2,SL3,SL4 and AFL distributions.The Light Square trim plate is painted black when the HSS option is selected.
19.This tool enables adjustment of parameters including high and low modes,sensitivity,time delay,cutoff and more.Consult your Eaton's Cooper Lighting business representative for additional details.
20.One required for each Light Square.
Eaton Eaton's Cooper Lighting Business
Clev Eaton Boulevard 1121 Highway 74 South
Cooper Lighting Cleveland,OH 44122 Peachtree City,GA 30269 Specifications and ADH140426
United States P:7704864800 dimensions subject to
by E:TaN Eaton.com www.cooperlighting.com change without notice. 2014-08-27 15:04:21
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EXHIBIT 2 8
October 30,2014
Mr. Eric Johnson
Page 1 of 2
October 30, 2014
File: 193800151
Attention: Eric Johnson
City of Oak Park Heights
14168 Oak Park Blvd. N
P.O. BOX 2007
Oak Park Heights, MN 55082
Reference: Oak Ridge-Memory Care Addition- Plan Review
Dear Eric,
We have reviewed the site Development plans for the Oak Ridge Memory Care Addition as
submitted by James R. Hill Inc. on October 15, 2014. Following are our initial comments and/or
recommendations.
Sheet 2.10- Existing Conditions
1. Clearly identify existing sewer service locations from the mains to the building.
2. Existing 4" water services have been replaced within the ROW. See attached Draft As-Built
sheet.
Sheet 4.10-Final Grading, Drainage and Utility Plan
1. Concrete commercial driveway apron shall be provided at the proposed entrance
location, and shall be installed per City standard detail.
2. Coordinate with Washington County the proposed driveway entrance connection to the
Oxboro Avenue N. alignment. Construct per City standard detail.
3. City staff to be present onsite for connection to city storm sewer.
4. Provide a Maintenance Agreement for the proposed Underground Storm water System.
5. Be sure not to encroach on storm water easement with construction of westerly retaining
wall.
Sheet 6.10-Details
1. Add the following City Standard Details:
a. STR-7 / PEDESTRIAN CURB RAMP DETAILS
b. STR-8/CONCRETE DRIVEWAY APRON -COMMERCIAL
c. STR-30 / CONCRETE CURB REPLACEMENT DRIVE LOCATION (CONCRETE D/W
APRON)
General Comments
1. Provide record plans or as-built drawings following project completion.
Storm water Comments
See attached Memo.
If you have any questions or require further information please call me at (651)967-4619.
Regards,
STANTEC CONSULTING SERVICES INC.
M
Cristina M. Mlejnek, P.E.
Attachments: OPH Oak Ridge Memory Care Addition Stormwater Review Memo
Draft As-Built (Washington County Campus City Utility Imp.Sheet U6)
OPH City Standard Detail STR-7
OPH City Standard Detail STR-8
OPH City Standard Detail STR-30
c. Andy Kegley-Oak Park Heights
Scott Richards-The Planning Company LLC
Julie Hultman-Oak Park Heights
Mike Isensee-MSCWMO
II
Stantec Memo
To: Cristina, Mlejnek From: Nathan Warner
Stantec Consulting Services Inc. Stantec Consulting Services Inc.
File: 193800151 Date: October 29, 2014
Reference: Oak Park Heights Oak Ridge Memory Care Addition Stormwater Review
II
This memo summarizes the review of materials submitted on 10/16/14 by James R.Hill,Inc., for the Oak
Ridge Memory Care Addition. The submittal was reviewed for compliance with the policies of the City of Oak
Park Heights Local Surface Water Management Plan and the Middle St.Croix Watershed Management
Organization. The site will need to comply with the runoff rate,runoff volume,and water quality policies of
the LSWMP and MSCWMO.
The following materials were reviewed as part of the submittal:
• Site Plans
• Existing and Proposed Drainage Maps
• HydroCAD Drainage Summary
Runoff Rate
1. The peak runoff rate for proposed development shall not exceed the existing rate for the 2,10,and 100-
year rainfall events.The proposed development meets this requirement.
2. Drainage maps should be modified to include contours and land use over the entire drainage area.
Runoff Volume
1. Per the City's LSWMP,infiltration standards for proposed projects are based on the Middle St.Croix
Watershed Management Organization's Watershed Management Plan. The applicant shall work through
the review process with the MSCWMO to ensure all standards are being met.
2. Based on the proposed impervious surface area,an infiltration volume(1/2"over impervious area plus 1/4"
over area with compacted soils)of 1,96o cubic feet is required.The 48"perforated HDPE underground
storage trench provides for an infiltration volume of 2,055 cubic feet. The applicant shall provide soil
information(soil borings,if available)and any other relevant information to ensure that infiltration is a
feasible option.
Water Quality
1. Per the MSCWMO standards,stormwater must be treated prior to discharging into a water body.A
grassed swale and underground storage trench are used to provide water quality treatment on this site.
2. There are no current requirements regarding TP and TSS removal.Storm water detention ponds should
be designed to NURP standards.There are no storm water detention ponds on the proposed development.
Design with community in mind
Stantec
October 29,2014
Cristina,Mlejnek
Page 2 of 2
Reference: Oak Park Heights Oak Ridge Memory Care Addition Stormwater Review
Stantec Consulting Services Inc.
Nathan Warner
Phone:651-604-4754
Nathan.Warner@stantec.com
Design with community In mind
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SECTION B-B
8" Varies 4'-0"
Design Street
Grade
Bituminous
y— Max 50:1 [ Pathway
Max. 20:1 / x- ' Concrete
—` Sidewalk
—6" Concrete
4" Aggregate Base
SECTION A-A Concrete curb&gutter
PEDESTRIAN CURB RAMP LAST REVISION:
DETAILS February 2014
Stantec
PLATE NO
OAK PARK HEIGHTS, MN STR-7
L J
CONCRETE SLAB SHALL BE 7" THICK,
CONCRETE APRON SHALL BE CONSTRUCTED
ON 4" COMPACTED CLASS 5 GRAVEL BASE
(SEE SPECIFICATIONS)
3/4" PER FOOT
18" VARIABLE
10' OR R.O.W. LINE, WHICH EVER IS GREATER
VARIABLE GRADE : . ;.•
. .. . . .. . . . .. .. .. . ... .... . ... .... .... ... . . .. . . .... .. ... . . .. . . .. . . .. .
. . .. . .. . . .. . . . .. . . ... .... .... ... .... . ... . ... ... . .
.. . . .. . . ... . ... . ... . .. ... . . .. . .... .... . .. . .
.. . . .. . .. . . .. .. .. . . ... . .. . ... . ...
— 7" CONCRETE PAVEMENT
4" CLASS 5 BASE
SECTION A-A INCIDENTAL TO APRON
NO SCALE
POUR CURB INTEGRAL PAYMENT AREA
WITH CONCRETE SLAB AS SPECIFIED
A
A
EXPANSION JOINT (TYP)
PLAN
NO SCALE
r 1
CONCRETE DRIVEWAY APRON LAST REVISION:
COMMERCIAL March 2008
Stantec
PLATE NO.
OAK PARK HEIGHTS, MN STR-8
l
REMOVE EXISTING
CURB DAMAGE EXISTING
(MINIMUM ONE PANEL) DRIVEWAY REMOVE EXISTING
CONCRETE DRIVEWAY
SURFACE
EXISTING CONCRETE
CURB & GUTTER ., - BACK OF CURB
a d d
CONTRACTION JOINT (TYP.)
N., L... 2' ONE PANEL_ 2' I""-MINIMUM
REMOVE EXISTING
EXISTING NON-WEAR BITUMINOUS
BITUMINOUS SURFACE
Q EXISTING ROADWAY
D428 CONCRETE
CURB & GUTTER FELT EXPANSION JOINT
c. SAWCUT SAWCUT
° :• ° •. EXISTING DRIVEWAY
6" CONCRETE DRIVEWAY
1 1/2" TYPE LV3 NON-WEAR
BITUMINOUS PATCH
EXISTING 1 1/2" NON-WEAR SECTION
BITUMINOUS BASE
r
CONCRETE CURB REPLACEMENT LAST REVISION:
ai0DRIVE LOCATION March 2004
Stantec (CONCRETE D/W APRON)
PLATE NO.
OAK PARK HEIGHTS, MN STR-30