HomeMy WebLinkAboutApplication APPLICANT 10/14/2021City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
W 0#/
Type (Applicant. dieck
Site Plan Review Pre -Submittal: x❑ Major Site Plan Modification Pre-SubmittalApplication
, ❑
Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑
Required Project Information (Applicant. complete this section)
Applicant Name:Cameron Fultz Phone: 206-782-2911
Company: CB Anderson Architect
Email: cam@cba-arch.com
Address: 7209 Greenwood Ave N, Seattle WA 98103
Applicant's Rep.: Mike Shields
Phone: 541-338-9488
Company: Johnson Broderick Engineering
Email: mike@ibe.us.com
Address: 325 W 13th Ave, Eugene OR 97401-3402
Property Owner: JCK ENTERPRISES, LLC
Phone:
Company:
Email:
Address: 875 Country Club Road, Eugene, OR 97401
ASSESSOR'S MAP NO: 17-03-25-31
TAX LOT NOS : -02700,-02800,-03100
Property Address: 1570 Mohawk Blvd, Springfield, OR
of Property: 32,507 Acres ❑ Square Feet
PropoISize
Dwelih o No. of 0
Proposed Name of Project: Dave's Hot Chicken
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Proposal: Redevelopment of existing commercial site
Existing Use: Mixed use commercial (Bank with drive-through, commercial services)
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf
Si natures: Please sign and Drint Mour name and date in the acicirociriate
Required Project Information (City Intake Staff.,
Associated Applications:
box on the next gaqe.j
complete this section)
Signs:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: $
Posta a Fee: $
TOTAL FEES: $
PROJECT NUMBER:
Revised 1/7/14 Id 1 of 11
Owner Signatures
This application form is used for both the required pre -submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
Pre -Submittal
Owner:
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf.
I/we do hereby acknowledge that I/we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
Date:
Signature
Submittal
Owner:
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre -Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.176 pertaining to a
complete application.
Signature
Print
Date:
Revised 1/7/14 Ia 2 of 11
Site Plan Review Application Process
1. Applicant Submits a Site Plan Review Application for Pre -Submittal
• The application must conform to the Site Plan Review Submittal Requirements
Checklist on pages 4-7 of this application packet.
• A pre -submittal meeting to discuss completeness is mandatory, and pre -submittal
meetings are conducted every Tuesday and Friday, from 10:00 am - noon.
• Planning Division staff strives to conduct pre -submittal meetings within five to seven
working days of receiving an application.
2. Applicant and the City Conduct the Pre -Submittal Meeting
• The applicant, owner, and design team are strongly encouraged to attend the pre -
submittal meeting.
• The meeting is held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division and is scheduled for 30 to 60 minutes.
The Planner provides the applicant with a Pre -Submittal Checklist specifying the items
required to make the application complete if it is not already complete, and the
applicant has 160 days submit a complete application to the City.
3. Applicant Submits a Complete Application, City Staff Review the Application and
Issue a Decision
• A complete application must conform to the Site Plan Review Submittal Requirements
Checklist on pages 4-7 of this application packet.
• A Type II decision, made after public notice, but without a public hearing, unless
appealed, is issued within 120 days of submittal of a complete application.
• Mailed notice is provided to property owners and occupants within 300 feet of the
property being reviewed and to any applicable neighborhood association. In addition,
the applicant must post one sign, provided by the City, on the subject property.
• There is a 14 -day public comment period, starting on the date notice is mailed.
• Applications are distributed to the Development Review Committee, and their
comments are incorporated into a decision that addresses all applicable approval
criteria and/or development standards, as well as any written comments from those
given notice.
• Applications may be approved, approved with conditions, or denied.
• At the applicant's request, the Planner can provide a copy of the draft land use decision
prior to issuing the final land use decision.
• The City mails the applicant and any party of standing a copy of the decision, which is
effective on the day it is mailed.
• The decision issued is the final decision of the City but may be appealed within 15
calendar days to the Planning Commission or Hearings Official.
Revised 1/7/14 Ia 3 of 11
Site Plan Review Submittal Requirements Checklist
NOTE:
• ALL of the following items MUST be submitted for BOTH Pre -Submittal and Submittal.
• If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
❑ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development & Public
Works Department. Any applicable application, technology, and postage fees are collected
at the pre -submittal and submittal stages.
❑ Site Plan Review Application Form
❑ Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken. The narrative should also include the proposed number of employees
and future expansion plans, if known. Density - if applicable, list the size of property
(acres), maximum allowable density and the density proposed.
❑ Copy of the Deed
❑ Copy of the Site Plan Reduced to 81/2"x 11", which will be mailed as part of the
required neighboring property notification packet.
❑ State or Federal Permits Required - The applicant must demonstrate that an
application has been submitted for any required federal or state permit and provide a copy
of the application upon request.
❑ Completed Attached Scoping Sheet
❑ Four (4) Copies of the Following Plan Sets for Pre -Submittal OR
Four (4) Copies of the Following Plan Sets for Submittal:
❑ All of the following plans must include the scale appropriate to the area involved and
sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
❑ All plan sets must be folded to 61/2" by 11" and bound by rubber bands.
Please Note:
• These plans must provide enough information to enable the City to
determine that the proposed development is feasible, but are not
necessarily required to be detailed construction level documents.
• The City's Engineering Design Standards Manual, while not land use
criteria, may be used in whole or n part, by the City Engineer to determine
the feasibility of a proposed plan.
• Nothing herein should be interpreted as implying any requirement in
contradiction of Oregon Statute or Oregon Administrative Regulation.
Revised 1/7/14 KL 4 of 11
a. Site Assessment of Existing Conditions
❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or
Surveyor
❑ Vicinity Map
❑ The name, location and dimensions of all existing site features including buildings, curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed. For existing structures to remain, also indicate present use, size,
setbacks from property lines, and distance between buildings.
❑ The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development & Public Works Department
❑ The 100 -year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
❑ The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development & Public Works Department
❑ Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 '/3 feet above the ground (stands of more than five (5) trees may be
shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock
outcroppings
b. Site Plan
❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or
Surveyor
❑ Proposed buildings: location, dimensions, size (gross floor area applicable to the
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings; measured setbacks shall be prepared by an Oregon
licensed Surveyor when minimum setbacks are shown.
❑ Location and height of existing or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
❑ Location, dimensions, and number of typical, compact and ADA parking spaces;
including aisles, wheel bumpers, directional signs, and striping. ADA routes from public
rights-of-way whall be designated including at grade connections
❑ Dimensions of the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervious surfaces
❑ Observance of solar access requirements as specified in the applicable zoning district
❑ On-site loading areas and vehicular and pedestrian circulation
❑ Access to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
❑ Location, type, and number of bicycle parking spaces
❑ Note location of existing and planned Lane Transit District facilities (within '/3 mile)
Revised 1/7/14 Ia 5 of 11
❑ Area and dimensions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational areas, and other similar public and semi-public uses
❑ Phased Development Plan - where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress in a defined sequence
addressing street connectivity between the various phases and accommodating the
logical extension of other required public improvements, including but to limited to,
sanitary sewer, stormwater management, water and electricity. The applicant must
clearly indicate which phases are proposed for approval under the current Site Plan
application and which are deferred to future review procedures.
c. Existing Improvement and Public Utilities Plan
❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or
Surveyor
❑ Location and width of all existing easements
❑ Location, widths (of paving and right-of-way), and names of all existing streets, alleys,
dedications or other right-of-ways within or adjacent to the proposed development,
including jurisdictional status other than City. Indicate connection points for roof
drainage.
❑ Location and type of existing street lighting
❑ Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units, waterline backflow preventers and similar
public facilities
❑ Location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
❑ Location and size of existing utilities on and adjacent to the site including sanitary
sewer mains, stormwater management systems, water mains, power, gas, telephone,
and cable TV. Indicate the proposed connection points. Detail must be proportionate
to the complexity of the proposed project.
❑ Show existing and proposed spot elevations or contours, and direction of drainage
patterns.
d. Proposed Grading, Paving, & Utilities Plan
❑ Prepared by an Oregon licensed Civil Engineer, except where noted below
❑ The approximate size and location of storm water management systems components
❑ Location, widths (of paving and right-of-way), and names of proposed streets, alleys,
dedications or other rights -of -ways within or adjacent to the proposed development
❑ Location and width of all proposed easements
❑ Location and type of proposed street lighting
❑ Information on existing slopes over 5% shall be prepared by an Oregon licensed
surveyor and be drawn with one foot contour interval lines; land with a slope over 10
percent shall be shown with 5 foot contour interval lines
Revised 1/7/14 Ia 6 of 11
e. Landscape Plan
❑ Prepared by an Architect, Landscape Architect, or other Landscape Professional
approved by the Director
❑ Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage
❑ Where applicable, screening in accordance with SDC 4.4-110
❑ Location of existing and proposed street trees
f. Architectural Plans
❑ Where abutting residentially zoned properties, exterior elevations of all proposed
structures over 140 square feet for the development site, including height, shall be
shown
g. On -Site Lighting Plan
❑ Location, orientation, and maximum height of exterior light fixtures, both free standing
and attached
❑ Type and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area
Additional Materials That May be Deferred at the discretion of the applicant until
Final Site Plan or Building Permit Submittal:
❑ List in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size and spacing
❑ Where plants are proposed as part of the stormwater management system, a planting
plan shall be provided.
❑ Irrigation Plan showing of irrigation lines, required backflow preventers and above
ground utilities.
❑ Photometric test report for each light source.
❑ An applicant may submit conceptual floor plans in order to have staff address
Resolution of potential nuisance conflicts
Additional Materials That May be Required by the Director:
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE -DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
❑ Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
❑ A developer may be required to prepare a Traffic Impact Study (TIS) to identify
potential traffic impacts from proposed development and needed mitigation
measures.
Revised 1/7/14 Ia 7 of 11
❑ Where a multi -family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240
❑ Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
❑ A Geotechnical Report prepared by an engineer must be submitted concurrently if
the Soils Survey indicates the proposed development area has unstable soils and/or
a high water table, or if required by the City Engineer
❑ Where the development area is within an overlay district, address the additional
standards of the overlay district on plans and narratives
❑ Where physical aspects of a proposed development, including but not limited to
scale, odor noise, glare or vibration, will impact less intensive surrounding uses,
the Director may request submittal of conceptual floor plans or other information
necessary to determine compliance with applicable standards.
❑ If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
❑ A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
❑ The applicant must demonstrate that an application has been submitted for any
required federal or state permit and provide a copy of the application upon request
❑ Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
❑ An Annexation shall be submitted prior to submission of application, as specified
In SDC 5.7-100, where a development is proposed outside of the city limits but
within the City's urban service area and can be served by sanitary sewer
Revised 1/7/14 Ia 8 of 11
225 FIFTH STREET
SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX. 541.736.1021
www.spnngfield-orgov
December 6, 2013
REQUIRED STORMWATER SCOPING SHEET USE POLICY:
In October 2003, Springfield Public Works released a trial "stonnwater scoping sheet," provided to help
engineers and developers meet stormwater requirements in the Springfield Development Code (SDC) and
Engineering Design Standards and Procedures Manual (EDSPM). After a five month trial period, it became
apparent that users of the scoping sheet submitted much more complete applications than non-users. An added
bonus was a decrease in the overall review time spent on the applications, resulting in quicker notice of
decisions.
As a result of the benefits of the scoping sheets, the City has decided to make their use a mandatory process.
Current city policy is that the use of stormwater scoping sheets is required for all applications which require
development review. All applications submitted to the City shall provide a copy of a completed stormwater
scoping sheet with the application packet. Attached with this letter is the latest version of the scoping sheet,
which reflects changes requested by the development community.
PLEASE NOTE: SUBMITTED APPLICATIONS WILL NOW BE REQUIRED TO SUBMIT A
COMPLETED STORMWATER SCOPING SHEET, STORMWATER STUDY AND PLANS IN
CONFORMANCE WITH THE SCOPE REQUIREMENTS
U 17 rrrrr 31b4LCeI91 ri7 V,P"IN N:1
1.) Obtain scoping sheet from application packet, city website, or other location.
2.) Fill out project information (top half of front sheet) prior to commencement of work on stormwater study.
(Note: Do not sign scoping sheet until it is received from the City with requirements checked.)
3.) Mail, fax, or email all pages to: City of Springfield, Development and Public Works Dept., Attu: Clayton
McEachem.
4.) Receive completed scoping sheet (filled out by the City) indicating minimum requirements for a complete
stormwater study.
5.) Include four (4) copies of complete scoping sheet (signed by engineer at the bottom of page 2), stormwater
study and plans that comply with the minimum required scope with submittal of application packet. The
scoping sheet shall be included as an attachment, inside the front cover of the stormwater study.
Stormwater scoping sheets can be found with all application packets (City website and the DPW front counter)
as well as on the Engineering and Construction Resources webpage located at: httv://www.springfield-
or.gov/DPW/EnginmringmdConstructionResources.htm under the Public Improvement Permit Projects Forms
section. Thank you in advance for working with the City of Springfield with this new process.
Sincerely,
Clayton McEachern, PE
City of Springfield, Development and Public Works
Email: cmeeachem@springfieldor.gov
Phone: (541) 736 —1036
Fax: (541) 736-1021
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www.spdrygfialdor.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
----------- — (Area below this b'sefdled out by Applicant) __—
(Please return to Clayton MEachern @ City ofSprtngiiield Development and Public Works, Fan # 736-1021, Phone # 736-1036),
enwd:cnae�lern@sprirtglleldor.gov
Project Name:
Applicant:
Assessors Parcel #:
Date:
Land Use(s):
Phone #:
Project Size (Acres):
Fax #:
Approx. Impervious Area:
Email:
Project Description (Include a copy of Assessor's map):
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
Proposed Stormwater Best Management Practices:
(Area below this line /'died outby the City andReturned m the Aaabeand
(At a nurumuan, all boxes checked by the City on the front and backoftlus sheet shall be subnutted
or on application to be coaWletefor subnuttal, afthough other requirements n be recess
Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method)
❑ Small Site Study—(use Rational Method for calculations)
❑ Mid -Level Development Study— (use Unit Hydrograph Method for calculations)
❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations)
Environmental Considerations:
❑ Wellhead Zone:
❑ Wedand/Riparian:
❑ Soil Type:
Downstream Analysis:
❑ N/A
❑ Flow line for starting water surface elevation:
❑ Design HGL to use for starting water surface elevation:
❑ Manhole/Junction to take analysis to:
❑ Hillside Development:
❑ Floodway/Floodplain:
❑ Other Jurisdictions
Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-or,gov, FAX., (541) 736-1021
COMPLETE STUDY ITEMS
r Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on
application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield
Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site
appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been
signed in the spare provickel below:
Interim Design Standards/Water Quality (EDSPM Chapter 3
Req'd N/A
❑ ❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration
media) for stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Stormrmer Management Manual.
❑ ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the Eugene Stomrmvater Management Manual (Sec2A.1).
❑ ❑ If a stormrmer treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with City of Springfield or Eugene's Stomrmvater Management Manual.
❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM.
All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment or weather resistant enclosure.
❑ n Design of Stoma Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to
Other/Miscethmeous
❑
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
❑
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
drains.
❑
Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstream System EDSPM Section 4.03A.0
❑
A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (OPSC).
❑
❑
Elevations of the HGL and flow lines for both city and private systems where applicable.
❑ n Design of Stoma Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to
Other/Miscethmeous
❑
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
another.
❑
Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation.
❑
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady.
* IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study
and plan set. Signature Date
Form Version 5: June 2015
CB ANDERSON
ARCHITECT
Date: 27 September 2021
To: City of Springfield, Oregon
33
Re: TYPE II SITE PLAN NARRATIVE FOR:
Site Address:
1570 Mohawk Blvd, Springfield OR
PROJECT NARRATIVE
Project Scope: The redevelopment of a site from a commercial structure with a drive
through (bank) to a restaurant with a drive-through.
The site is situated near and across the street from other buildings of its same type.
The site directly abuts six other properties, four of which are zoned low density residential,
one is community commercial, and the other is mixed use commercial.
Site design has paid close attention to where the drive -up ordering posts are located, and
we are mitigating that potential noise with a 6' high concrete masonry unit (cmu) fence.
These cmus are well suited for blocking sound. We will also be texturing these blocks and
varying their color in a visually pleasing manner.
Site design has also paid close attention to the drive-through's direction at pay and pick up
windows with respect to Mohawk Blvd. We are proposing a 3' high wall in this area along
with landscaping. That 3' wall is intended to look and feel like the building. We have looked
at numerous schemes, and in the prior DIM meeting, I believe we agreed that this
orientation nowfurther progressed was the most feasible.
We understand that 1 % of our building cost needs to go towards a public art statement. We
are proposing a location and suggesting an artwork approach that would provide maximum
visibility and opportunity for public enjoyment. It is on the corner of an intersection and near
a bus stop.
As suggested in G200, the artistic goal would be to weave together a variety of colored and
textured ribbons of sidewalk, each representing different voices in the community. Some
sidewalk strands might have rocks in them, or another embedded colored glass, or another
slices of local rock set in like pavers, another tinted, another with embedded impressions,
another with tiles fragments and mosaic pieces, and so forth.
Peak staffing, during meal times, is expected to be between 8 to 10 persons. Between peak
times, staffing is typically 6 or less persons.
208782-2911 7209 Gr mx Ave N
F: 208.782-%24 Seattle WA98103
r------'-® °—" �'------� OLYMPIC STREET
I � �w
W
N
/
ROOFED ENCLOSURE, 6'
TEXTURED CONCRETE
MASONRY UNIT WALL
6' HIGH TEXTURED
CONCRETE MASONRY
UNIT WALL
DRIVE-THROUGH
ORDER POST.
- it
EXISTING
DRIVEWAYS TO
/ REMAIN
PUBLIC ART: CONCEPT: A
CITY WALK OF
INTERWEAVING RIBBONS
OF PAVEMENT IN VARIOUS
COLORS ANDTEXTURES.
/ SOME COLORED COLIC
d EMBEDDED WITH
/ PREDOMINATE GLASS
/ COLORS, OR ROCK TYPES,
DAV E'S HOT WOOD GRAIN PATTERNED,
CHICKEN SOME PAVERS LIKE CUT
2915 SFRIVER ROCK SHOWING THE
INSIDES, AND SO ON.
,
/ 1 FOOD PICKUP WINDOW
`PAY WINDOW
,
/ 4
N
OJ ,
b� REDEVELOPMENT
ARCHITECTURAL SITE PLAN
1570 Mohawk Blvd, Springfield OR
Specifications
EPA:
1D R'
SNlppedinduded
meal
Length:
33'
P2 P5' PB SOK 5000K
Oramu
Width:
13"
WAS Wallbaketi
penmt
Height Hi
7-1/2"
P102 P122
osnmt
Height H2:
3-1/2"
Weight
27IbE
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LED Area Luminaire
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Introduction
The modern styling of the D -Series is striking
yet unobtrusive -making a bold, progressive
statement even as it blends seamlessly with its
environment The D -Series distills the benefits
of the latest in LED technology into a high
performance, high efficacy, long -life luminaire.
The outstanding photometric performance
results in sites with excellent uniformity, greater
pole spacing and lower power density. It is
ideal for replacing up to 75OW metal halide in
pedestrian and area lighting applications with
typical energy savings of 65% and expected
service life of over 100,000 hours.
• EXAMPLE: I LED P7 40K T3M MVOLT SPA NLTAI R2 PIRI DDBXD
D5111 LED
Bill LED rdrvard plies 30K 3000K
TIS Tyrol IS" TypeVeryslart' All
SNlppedinduded
PI P4' P9' MR 91100K
(Aummotse) By TypeVslrart' XVOIT
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P2 P5' PB SOK 5000K
TN Type 11 dart TSM TypeV medium' (2nV-"OV)ur APA Rendpole mounting'"
P3 PO' H'
TNI Type 11 medium BW TypeVwlde' 120'
WAS Wallbaketi
Rmmdapria
INS Type III shaft DIC RxilghtmntmP 2089
SPOMDA SRI pole unirersal mvnti,"per "
P102 P122
TRIAL Type 111 medium MCO Lehearmreum0' 219
WOMm Reed use un'r,eral un igAapmr'
P112 P1312
T4AI Type IV medium BCCO Righteoriereum0' 2n9
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Conyers,Gwr,aWAR •PMne: 1$7056EIRV 9378) lid—, DS%1-LED
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COMMERCIAL OUTDCOR
Ordering Information
Acceswries '
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EGS-Exterlul Glue Shield
Drilling
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DSXI Area Lumins re -EPA
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ConLipuration
Mini T,R y H % rW Y
151 ID13 loss IN5 30H 2850 370
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ConLipuration
Mini T,R y H % rW Y
151 ID13 loss IN5 30H 2850 370
—
one therm way• Conyers, Geoyia W2 - vMne: 1�7(] SEW 7378) •www-M1tbnnia nm
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Minimum
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Pul a Dl menrmn
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ConLipuration
Mini T,R y H % rW Y
151 ID13 loss IN5 30H 2850 370
—
one therm way• Conyers, Geoyia W2 - vMne: 1�7(] SEW 7378) •www-M1tbnnia nm
L/GNT/NG.
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Pul a Dl menrmn
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COMMERCIAL OUTDWR
To we complete phaometric reporp ord—load.iee fle forthis peodp , visit Litfionie L'ghtln,Y D -Series Area suet Homepage.
Iwka ,dla plobforthe DS%1 LED 60C 1MQQK. Dielancasarain anile of mounting neigMQS).
MEMEMNOMINEE
EME
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11
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One Gthonia Way • Conyers, Geer, a W2 • Phone: 1$ 71 SEfN 93I13j • www.fthonia mm
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L/GNT/NG
CX 112021 A—W B—m Lglnlny mm Al dghle rererved.
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CX 112021 A—W B—m Lglnlny mm Al dghle rererved.
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L/GNT/NG
CX 112021 A—W B—m Lglnlny mm Al dghle rererved.
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L/GNT/NG
CX 112021 A—W B—m Lglnlny mm Al dghle rererved.
COMMERCIAL OUTDWR
Performance Data
Lumen Ambient Temperature (LAT) Multipliers
U- di fitimew d.emiin.,.Yw. 6m.ra1 ke, u.rag..nbiem d o wo.edow
Lom6<OC1321 M°Fl
Projected LED Lumen Maintenance
Now nhoo—the aPohtN P.d.mame Pm,mtlo..lorthe Plallomv mtN Ina
2S �nYinl, Beed 1110i0.tl F111 PIEDbedy RetN Pet IESNA LM-W-00ant
Wjwted eeo (ESNA TM -21.11).
To taltulN. LIF wtlrelumenmamt.11, haorlFrtm=.nde w di. meiednw M1v
.f.,.t,w k_ wit.
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1mA01 085
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Now nhoo—the aPohtN P.d.mame Pm,mtlo..lorthe Plallomv mtN Ina
2S �nYinl, Beed 1110i0.tl F111 PIEDbedy RetN Pet IESNA LM-W-00ant
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COMMEItCIALOIITDWN
Performance Data
Lumen Output
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1555
1575
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7
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0
0
0
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0
0
0
0
0
0
0
l
l
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1
1
1 1
7
7
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116
IA
117
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6,956
6,919
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7
3
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0
0
0
0
l
l
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0
1
1
7
7
7
7
129
129
125
129
1]9
126
129
131
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IN
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79
79
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7,03
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730
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3
7
3
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0
0
0
0
0
0
l
l
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l
7
7
7
7
130
130
131
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131
128
131
136
136
135
135
107
M
30
510
%
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115
U0
7
0
7
118
6756
7
0
7
IR
8,99
7
0
7
179
12
RS "a 7 0 7 118 8A77 7 0 7 IR Beg 7 0
7
178
131 a 7 0 7 118 801 7 0 7 IR 9,756 7 0
7
179
135 U21 7 0 7 115 8XI 7 0 7 IN 8,]51 7 0
7
175
63 7 0 7 118 I 7 0 7 IR 9 1 7 0
me
7
179
MM
1475 7 0 7 115 I 7 0 7 IN 6818 7 0
7
176
9A%
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MV
7
179
1M U& 3 0 0 173 9357 3 0 0 137 9569 3 0
0
134
155 0 3 0 1 IN 9 9 3 0 1 137 M 3 0
1
134
15M 8573 3 0 7 IR 9,36 3 0 7 137 9553 3 0
7
134
15W 8517 3 0 l IR 9,175 4 0 l 131 9391 4 0
l
133
W 6;70 I 0 7 97 7,N3 I 0 7 IM ] 86 I 0
7
IN
WE0 5A38 1 0 l R I 57 1 0 l 78 1 5A6 1 0
l
9
Wo 5338 1 0 l R 5A7 1 0 l 78 5A% 1 0
l
9
7
1050
%
1070
115
1101
l
0
l
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1 11561
3
0
3
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3
0
3
125
1b II 7 0 7 114 17 3 0 3 173 1770 3 0
3
175
RM II,]e 7 0 7 115 17,613 7 0 7 IN 17,72 7 0
7
175
135 113N 7 0 7 111 17315 3 0 3 170 123M 3 0
3
171
13M 11 7 0 7 115 12,5V 7 0 7 173 I ]Q 7 0
7
175
1Q1 IIA26 7 0 3 117 17,99 7 0 3 171 17,165 7 0
3
177
TIM IIA73 7 0 7 114 1755 7 0 3 173 I7,7N 7 0
3
III
15Y5 I1,I4s 3 0 1 119 1308 3 0 1 118 Iva 3 0
1
Ill
14 12,150 3 0 1 119 1309 3 0 1 118 I % 3 0
1
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15M 17,119 4 0 7 119 13356 4 0 7 178 13371 4 0
7
131
15W 177750 4 0 3 118 17,e0 4 0 3 177 I;IN 4 0
3
IN
W 9 0 1 0 2 M 10310 1 0 2 101 Illas 1 0
2
10
LM 7,111 1 0 3 70 7,671 1 0 3 75 ]]e 1 0
3
M
KM 7,111 1 0 3 70 ],6]1 1 0 3 75 ],]e 1 0
3
M
7
12%
%
12W
115
13 35
3
0
3
107
14 3
3
0
3
116
l 57
3
0
3
117
RS 13,171 3 0 3 107 14,158 3 0 3 116 14611 3 0
3
117
RM 1337 2 0 2 IN 14U2 3 0 3 116 14716 3 0
3
118
135 13361 3 0 3 105 1404 3 0 3 113 1457 3 0
3
114
13M 13 ] 7 0 7 IN 14 7 0 7 116 I I 7 0
7
117
1Q1 11165 7 0 3 105 14,187 7 0 3 113 143Q 7 0
3
115
TIM 13A1? 7 0 3 10 14,758 7 0 3 116 MAA 7 0
3
117
TM 11M 4 0 1 117 15 4 0 1 121 1% 4 0
1
127
14 11M 3 0 1 111 15 3 0 1 111 I 71 3 0
1
111
15M 11%3 4 0 7 117 1532 4 0 7 170 IVB 4 0
7
IR
15W BA72 4 0 3 111 14,M 4 0 3 110 15,131 4 0
3
111
W II 7] 1 0 7 M 11 9 1 0 7 95 I N 1 0
7
%
KM 675 1 0 3 E6 683 1 0 3 ]I 9951 1 0
3
R
8((0 975 1 0 3 9 8,839 1 0 3 ]I 9951 1 0
3
R
L
ICO
PS
13875
115
14 ]9
3
0
3
IN
15 14
3
0
3
115
1014
3
0
3
116
1b 14 d 3 0 3 IN 15,9] 3 0 3 114 IsW 3 0
3
116
RM 14]39 3 0 3 107 1508 3 0 3 115 1609 3 0
3
117
135 5374 3 0 3 103 15,38 3 0 3 111 1558 3 0
3
113
13M 14;M 7 0 3 107 15 3 0 3 115 1 3 0
3
116
1Q1 143M 2 0 3 IM 1537 3 0 3 111 IS,6e 3 0
3
IN
TIM 1405 7 0 3 IN 15,830 3 0 3 115 16031 3 0
3
116
1M 15A3 4 0 1 111 16 4 0 1 119 1 n 4 0
1
111
155 15,95 3 0 1 111 16AR 4 0 1 119 1676 4 0
1
171
15M 15,57 4 0 7 111 16435 4 0 7 119 1" 4 0
7
171
15W 15157 4 0 3 110 1 3 4 0 3 118 1 34 4 0
3
IM
W( 12318 1 0 2 87
q99 1 0 2 W 13,143 1 0
2
95
LM 8,%5 1 0 3 65
9,65] 1 0 3 7 9120 1 0
3
71
RN 8,%5 1 0 3 65
9,657 1 0 3 7 9120 1 0
3
71
'. L/THGN/A One umona Way- �n,en• Geer, a W2- P'mne1$ 7(SSPPN 9378)• w„a,,.Lenone mom DsxvLED
L/GNT/NG. 04111W aewn ar-n6 L,,hl , me. AI,lsnl.—ed . Rw Wnn
gas ef8
COMMER11 OUTDOOR
.. .
Lumen Output
Wman va luar are hom plwtommir inn perbmwd inemr6rce wiYi IFSNA IM�Ti�. Data'amrmtlaad m ba ragnmletrve dtlw mMgvalimaeMxn, wilM1'n Yie ylanmallmwdby Li�liy Fam. Wmaa Yaory br
p.�b,marc.dara oaam rca69�nti�rct4w»nM..
DW -LED
'. LIMUMA
Ra"-W1M
Papa 6 d8
IIIO
P6
CX 112M1 A—W B—D9mmy me Al ,l9nb ,ererred.
COMMERCIAL OUT R
751
3
0
3
IW19;18
3
0
3
II]
19,]59
3
0
0
3
118
735 3 0 3 IW 18,98 3 0 3 11] 193M 3 0
3
118
3 0 3 10] 19 3 0 3 11] 19 3] 3 0
3
119
19
,19 3 0 3 105 IBp3 3 0 3 113 19,7R 3 0
7TW
3
115
783 3 0 3 IW 19;19 3 0 3 11] 3 0
3
116
99 3 0 3 106 5 3 0 IU711
110 I ]1 3 0
116tl
b]] 3 0 3 IW 19/148 3 0
19 4 11] 3 0
4
118
2IvnUM 0
0 1 113 I9 0 1 Ill
83% 1
1 1
Ill
8390 16 4 2W 4 0
4 0 2 113 19,816 0 2 12] 2UI6
2
Ill
4 0 ] 113 19 ]E6 4 0 ] 121 ] I6 4 0
]
Ill
9 29 5 5
19736 5 0 3 IID 19,885 5 0
5 0 3 5
3
in
1409
n( 10;89 2 0 2 89 15714 2 0 3 96 2 0
99
3
1ls,iiIIs1.761
L((0 10;91 I 0 3 E6 II 14 1 0 3 71 11]61 2 0
3
n
R(0 10]81 1 0 3 E6 IIb12 1 0 3 71 11,]61 ] 0
3
n
11
tl
1101
ry
18314
TISus
19j17
3
0
3
105
A,]Il
3
0
3
113
269]5
3
0
3
115
RS 19 3 0 3 105 A 3 0 3 113 2 952 3 0
3
110
RM 19,315 3 0 3 105 A,A7 3 0 3 110 2U% 3 0
5
3
115
135 la&s 3 0 3 102 A,n1 3 0 3 110 11396 3 0
111
13M 19,258 3 0 3 105 3 0 3 113 21,L53 3 0
3
3
115
2M,746U%
11M IB 3 0 103 ] 96 3 0 111 2 53 3 0
112
TIM IqxM07 3 0 4 105 2159 3 0 4 113 21996 3 0
4
115
0 1 IN 21$14 1 0
1555 1 0 1 118 21;3]
1 1
119
4
155 A 3 21 1 1 0 2 118 21 1 1 0
M03 4 0 2 4
2
119
15M 1 4 IN
1 0 2 10] 21M7 5 0 3 118 21]93 5 0
3
119
n 11756 5 0
1m 19,852 5 0 3 IW 1631 5 0 3
3
118
93
n( 15,]80 2 0 3 86 16,9* 2 0 3 93 12" 2 0
3
91
1((0 II]12 2 0 3 61 12 2 0 3 69 12 2 0
3
A
2 0 3 69 2 0
8((0 11,]14 2 0 3 61;14,7%2
3
11
Po
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ry
20TH
115
12;91
3
0
3
MX'
3
0
3
11]
2pm
14535
3
0
3
119
]b 2 3 0 1 INNX8
3 0 1 11] 2 3 0
1
118
121 22582 3 0 3 10]MX7MX7 3 0 3 118 24635 3 0
IN M
3
119
135 21570 3 0 4 1060 3 0 4 111 23556 3 0
4
115
131 22327 3 0 4 IN 3 0 4 11] 245]5 3 0
4
119
11M 22A38 3 0 4 IN1 3 0 4 115 1 1 3 0
4
116
TIM 22313 3 0 4 IN3 3 0 4 II] 2'. 3 0
4
119
1555 -515 5 0 1 1134 5 0 1 122 25$14 5 0
1
123
155 23,134 4 0 2 1134 0 2 122 2 N 4 0
2
123
151 -j]4 5 0 3 1131 5 0 3 I22 25pW 5 0
3
123
15W 23RI 5 0 4 n26 5 0 4 n1 25332 5 0
4
1a
n[ IB 8 2 0 3 892 0 3 96 2 136 2 0
3
97
L((0 13,735 2 0 3 E66 2 0 4 ]1 14M 2 0
4
72
R(0 13,735 2 0 3 E6 14,796 2 0 4 71 14M 2 0
4
72
0
12%
P9
-IW
115
25$]5
3
0
3
IN127�n3
1
3
0
]],All
3
0
3
116
us 25 3 0 4 IN 3 0 1] ]1 3 0
4
116
VIA M5 3 0 3 10] 3 0 18014 3 0
3
116
135 -5)0 3 0 4 1031 3 0 1 2],130 3 0
4
113
13M 25 1] 3 0 4 IW 3 0 1] 3 0
4
116
111 2 1 3 0 4 IM 3 0 I] A 3 0
4
113
TIM 25,602 3 0 4 106 3 0 11,98 3 0
$4119
4
116
1M 266]6 5 0 1 110 5 0 29/W 5 0
1
121
14 2 4 0 2 111 5 0 2 A 5 0
2
121
15M 16.581 5 0 3 110 5 0 19591 5 0
3
IA
15W 26^ 5 0 4 110] 5 0 8 298W 5 0
4
IA
n( 20 2 0 3 8] 2 2 0 2% 2 0
3
95([0
15719 2 0 4 65 5 2 0
A((0 15719 2 0 4 65 5 2 0 npH 2 0
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'. LIMUMA
Ra"-W1M
Papa 6 d8
One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 1]318) • www.Lth—,mm
L/GNT/NG.
CX 112M1 A—W B—D9mmy me Al ,l9nb ,ererred.
COMMERCIAL OUT R
Performance Data
Lumen Output
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p.�b,marc.dara oaam ro�es,,.Liw�rcLsw,mn...
Po
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115
W-zw
3
0
3
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13,950
3
0 3
133
1458
3
0
0
3
133
II
]b 122M 3 0 3 IR 14MI 3 0 3 134 3 0
3
133
114,1&40
RM 122M 3 0 3 III 13 1 3 0 3 130 13 3 0
3
136
135 1186 d 0 d IA 13,754 d 0 d 130 13,993 d 0
d
131
13M 1110 d 0 d IN 13,913 d 0 d 132 1412 d 0
d
136
11M 1 d 0 d IR 13,945 d 0 d 134 14121
979 d 0
d
133
1nM 13379 3 0 d III 14315 d 0 d 135 14986 d 0
d
13]
1555 133]] 3 0 1 193 3 0 1 135 14513 3 0
1
14 13,960 3 0 1 125 13Nd 3 0 1 135 14165 3 0
145
1
1IM
%
154 13 56 d 0 4 145 13 1 d 0 4 135 I d 0
4
1%
IM
1W 13,13] 3 0 3 143 13,153 3 0 3 131 141% 3 0
3
135
9[ 3 0 3 3 0 3 III II,BW 3 0
3
IR
]169 I 0 3 ]3 91 0
M 733 Mq 0 3 A 87
3
81
16(0 4
. 3 0 3 73 M. 3 0 3
4 d 0
d
B1
Po
701
%1
13TH
115
1655
16556
3
0
3
141EIO�R2
5
3
0 3
130
13
IWI
117061
d
0
d
1%
RS 1691 d 0 d 1403 d 0 d 149 I]95] d 0
d
131
RM 16,758 d 0 d 144 d 0 d 134 117]81 d 0
d
135 16,75 d 0 d 1181 d 0 d 1]] 17AM d 0
d
IIB
IN
N
13M 16,]18 d 0 d 144lax d 0 d 134 117]]1 d 0
d
131
11M 16A2 d 0 d 140] d 0 d 169 17946 d 0
d
131
1nM 16,85] d 0 1 1239 d 0 1 131 18389 d 0
1
IN
1555 16,925 d 0 1 IN] d 0 1 131 18518 d 0
1
135
155 16,82 d 0 1 d 0 132 4 d 0
134
15M ION 4 0 4 123 d 0 4 134 19 4 d 0
IN3 2
2
4
133
1M 1965 3 0 3 IR6 5 0 3 18
1919` 5 0
3
133
IN
610 14815 3 0 3 10115 3 0 3 IN 1110` 3 0
3
110
IL(O 9 0 3 744 4 0 3 78 IVR 4 0
3
A
4
9675 d 0 d 74 10,638 d 0 d 10]]3 d 0
4
A
Po
1050
%4
20TH
TIS
115
22,996
4
0
4
111
N53
d
0 d
12
120
25,L91
d
0
d
121
IN 2W 4 0 4 110 NMI 5 0 5 119 2W 5 0
5
17
d 0
RM 235]] 4 0 4 112 2505 d 0 d 121 25304 0AI
d
1 23
135 22563 4 0 4 10] 5 0 5 11] 2454M 5 0
5
13M 23563 d 0 d 112 MAI d 0 d 121 25,95 d 0
d
IN 123
11M 22A24 5 0 5 110 xx 5 0 5 119 2 5 0
5
17
5 0 5 122 255N 5 0
ln4 23519 5 0 5 113 M
5
MMX3AI
1555 ] 5 0 1 113 25511 5 0 1 IN 5 0
1
IIN
IN
N
155 23 d 0 2 113 2518] d 0 2 122 2 O6 d 0
23 2 06
2
15M 23,165 5 0 3 113 25,181 5 0 3 122 25593 5 0
3
IN 123
1563 23,165 5 0 1 IR N194 5 0 1 RI 45,971 5 0
1
IR
61[ 19 I 4 0 4 ]I] 4 0 4 ILO 2079 4 0
4
101
LM 13,54 2 0 3 147% 2 0 4 71 14%3 2 0
4
72
KM 13,716 4 0 4 13,]7 4 0 4 71 14M 4 0
4
74
60
12%
P13
231W
115
2557
d
0
d
]361
d
0 d
118
4],]63
d
0
4
17
RS 25 4 5 0 5 ] 0i 5 0 5 118 27550 5 0
5
119
RM 25,]10 4 0 4 ],696 4 0 4 17 48M7 4 0
4
121
135 NBn 5 0 5 ]81 5 0 5 116 47,144 5 0
5
117
13M 25 5 5 0 5 ] 5 0 5 17 28M1 5 0
5
121
11M 4 10 5 0 5 ]158 5 0 5 118 5 N 5 0
J922
5
119
41M 25,861 5 0 5 ,860 5 0 5 121 M)12 5 0
5
122
1M 2 63 5 0 1 93,956 5 0 1 121 2MII 5 0
1
123
14 2U24 4 0 2 R 19 5 0 2 120 2 IR 5 0
2
122
15M 25,818 5 0 3 RA13 5 0 3 120 2,165 5 0
3
IR
IN 25586 5 0 4 8,563 5 0 4 119 27,912 5 0
4
121
61[ 2141 1 0 1 16 2 4 0 4 99 21540101KM
15,1]0 2 0 1 16,%2 2 0 4 ]I 195N:::52::::1:::00::::1:::44::::R
A((0 15,150 5 0 5 E6 I6,%I 5 0 5 ]1 1958
5
R
DW -LED
'. LIMUMA
Ra" -W lnl
Papal 8
One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth-,mm
L/GNT/NG.
®m 11 m.l A-1, a-D9mmy m� Al ,1914. ,ererred.
COMMERCIAL OUTDWR
FEATURES Ifo SPECIFICATIONS
INTENDED USE
Thesleek designof the D-Seres Size 1 refectsthe embedded high performance
LED mular gy It is ideal for many commercial and monkipal applicatbre, such as
parking loo, plazas, campuses, and street5capes.
CONSTRUCTION
Singlepiecedie-cast aluminum housing has integral heat sink fire to optimize
thermal managementth rough conductive and convettive cooling. Modular
design allows for ease of mamtenance and future light engine upgrades. The LED
drivers are mounted in direct contact with the casting to promote low operating
temperature and long life. Housing is completely sealed against moisture add
nmental contaminants (IP65). Low EPA (101 fix) for optimized pole wind
loading.
FINISH
Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset
powder coat finish that provides superior resistance to corrosion and weathering.
A tightly controlled mu In stag e process an su res a minimum 3 mils thickness for
a finish that can withstand extreme climate changes without cracking or peeling.
Available in both tenau red and non Textured finishes.
OPTICS
Precision -molded proprietary acrylic lenses are engineered for superior area
lighting distribution, uniformity, and pole spacing. Light engines are available in
standard 3000 K 4000 K aM 5000 K p0 CRO configuration. The D -Series Size 1
has zero uplight and qualifies as a Nighttime FrieMly"" product, meaning it is
consistent with the LEED' add Green Globes" criteria for eliminating wasteful
uplight.
ELECTRICAL
Light engine config orations consist of high -efficacy lEDsmounted tometal-
core circuit boards to maximize heat dissipation and promote long IRB (up to
LW100,000 hours at 25°C). Class 1 electronic drivers are designed to have a
power factor X90%, THD <p%, aM an expected life of 100,000 hours with <1%
failure rate. Easily serviceable 1 DkV surge protection device meets a minimum
Category C Low operation (per ANSWEEE C62 412) -
STANDARD CONTROLS
The DSX1 LED area luminaire has a number of control options. DSX Size 1,
comes standard with 0-10V dimming drivers. Dusk todawn controls can be
utilized via optional NEMA twist -lock photocell receptacles. Integrated motion
sensors with on board photocells feature flelcladjustable programing and are
suitable for mounting heights up to 30 feet.
nLIGHT AIR CONTROLS
The DSX1 LED area luminaire is also available with might® AIR for the ultimate
in wireless control. This powerful controls platform provides outof-the -box basic
motion sensing and ph otocomml functionality and is suitable for mounting
heights upto40feet. Once commissioned using a srnariphone and the easyAo-
use, CIAIRITYapp, nLlght AIR equipped luminaries can be grouped, resulting
in motion sensor and photocell group response without the need for additional
equipment. Scheduled dimming with motion sermor over -ride can be achieved
when used with the night Eclypse. Additional information about TFIght Air can
be found here.
INSTALLATION
Included mounting block add integral arm facilitate quick and easy irevelation.
Stainless steel bolts fasten the mounting block securely to poles aM walls,
enabling the D -Series Size 1 to withstand note a 3 OG vibration load rating per
ANSI C136.31. The D-5aues Size 1 utilizes the AERIS" series pole drilling pattern
(template #B). NEMA phomcontml receptacle are also available.
LISTINGS
UL Listed for wetlocations. fight engines are IDA rated, luminaire Is IP65 rated.
Rated for 40IC minimum ambient US Patent No. D672,492 S. International
patent pending.
Designfights CoMorl (DLC) Premium qualified product and DLC qualified
product. Not all versions of this product maybe DEC Premium qualified or DEC
qualified- Please check the DLC Qualified Products List at yhtsory/
QPL to confirm which versions are qualified.
International DarkSkyA—ci ation (IDA) Fixture Seal of Approval (FSA) 4
available for all products on this page utilizing 3001 color temperature only.
BUYAMERICAN
Product with the BAA option is assembled in the USA and meets the Buy
American) government procurement requirements under FAR, DEARS add DOT.
Please refer to— acuitybrands com/buy-american for additional
information.
WARRANTY
5 -year limited warranty Complete warranty terms located at:
www.acu itybmnd scom/su pipe n/customer-wpporVterms-aM<orditions
Note: Actual performance may differ as a result of imclner ewironment add
application.
Al values are design or typical values, measured under laboratory conditioner at
u C.
Specificatiore subject to change without notice.
USs1-LED
'. L/THON/A
Rwii1nl
Pagaf df
One Gthonia Way • Conyers, Greg 33012 • PMne: 1,8((,7 S5ERv 93]8) • www.11th—x ,in
L/GNT/NG.
CX112Ml Anon fend ugmmy Inc Al rlgho nearest
COMMERCIAL OUTDWR