HomeMy WebLinkAboutPacket, DRC PLANNER 1/12/2022AGENDA
DEVELOPMENT REVIEW
COMMITTEE
DEVELOPMENT SERVICES DEPARTMENT
225 FIFTH STREET
Conference Room 616/MS Teams
Staff Review., Tuesday, February 1, 2022 9.•00 —.9.,30 am.
1. Site Plan Review 811-22-000021-TYP2 811-21-000298-PROJ TTG Properties LLC
Assessor's Map: 17-02-31-00 TL: 4000
Address: 690 30t' Street
Existing Use: vacant
Applicant submitted plans to construct a new industrial office/warehouse building.
Planner: Melissa Carifio
Meeting: Tuesday, February 1, 2022 9:00 — 9:30 virtual meeting via Microsoft Teams
The Complete DRC Packet for this meeting is available online for you to review or print out
from the laserfiche website: htto://www.si)ringfield-or.gov/weblink8/browse.as�x
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ARCHITECTS
+ P L A N N E R S
January 11, 2022
City of Springfield
Development & Public Works Department
Current Development Division
225 5'^ Street
Springfield, Oregon 97477
RE: Tall Pine 30'^ Industrial Development (202114/1.3)
Site Plan Review Application — Submittal
Project Address: 30"' Street — Not Yet Assigned
Assessor's Map & Tax Lot: Map 17-02-31-00, Tax Lot 4000
Property Owner:
TTG Properties, LLC
Applicant:
Troy & Tamara Goertel
Attachment C
Contact: Troy Goertel
Mailing Address:
40499 Mohawk River Rd
Mohawk, Oregon 97454
Phone:
541.501.0207
E-mail:
tgoertel@tallpineinc.com
Applicant's Representative: TBG Architects+ Planners
Contact: Jordan Cogbum or Kristen Taylor, CSBA
Mailing Address: 132 East Broadway, Suite 200
Eugene, Oregon 97401
Phone: 541.687.1010
E-mail: JCogburn@tbg-arch.com or KTaylor@tbg-arch.com
On behalf of the applicant, TTG Properties, LLC, enclosed is a Site Plan Review application for the
proposed industrial development at 30'^ Street. In accordance with the Site Plan Review submittal
requirements under SDC 5.17-00, the following electronic documents are provided for review by the City
Staff:
Site Plan Review Application Form - 1 Copy
Site Plan (8%" x 11") - 1 Copy
Attachments - 4 Copies:
Written Statement
Attachment A
Tax Assessor's Map
Attachment B
Legal Description
Attachment C
Deed for Tax Lot 4000
Attachment D
Title Report, Dated January 7, 2022
541.687.1010 1 132 EAST BROADWAY. SUITE 200 1 EUGENE. OREGON 97401 1 TBG-ARCH.COM
City of Springfield
Site Plan Review
January 11, 2022
Page 2 of 2
Attachment E Jeff Parker Subdivision Recorded Plat
Attachment F Eugene -Springfield Metropolitan Area General Plan, Plan Diagram
Attachment G Mid -Springfield Refinement Plan Diagram
Attachment H FIRM Flood Insurance Rate Map, Map Number 41039C1161 F
Attachment I Stormwater Technical Memorandum, Dated January 5, 2022
Attachment J Lighting Specifications
Attachment K Geotechnical Report, Dated June 25, 2021
Plan Set - 4 Copies:
T1 Title Sheet
T2 Topographic Survey
C1.1 Utility Plan
C2.0 Grading Plan
LA -1 Landscape Plan
A1.1 Site Plan
A2.1 First Floor Plan
A2.2 Second Floor Plan
A3.1 Exterior Elevations
E000 Site Lighting Photometric Plan
If you have any questions, please call Kristen or me at your convenience. Thank you for your time and
consideration of this proposal.
Sincerely,
Jordan Cogburn
Senior Planner
KGT/JC
cc: Troy Goertel, TTG Properties, LLC
Anna Backus, KPFF Consulting Engineers, Inc.
David Dougherty, Dougherty Landscape Architects
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City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
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Site Plan Review Pre -Submittal: L]Ma'or Site Plan Modification Pre -Submittal, ❑
Site Plan Review Submittal: Q Ma'or Site Plan Modification Submittal: ❑
Required Project Information (Applicant. complete this section)
Applicant Name: Troy and Tamara Goertel I Phone: 541.501.0207
Company: TTG Properties, LLC
lEmail:tgoertel@tallpineinc.co
Address: 40499 Mohawk River Road, Mohawk Oregon 97454
Applicant's Rep.: Kristen Taylor, CSBA
Phone: 541 687.1010 ex: 112
Company: TBG Architects+Planners
Email:ktaylor@tbg-arch.com
Address: 132 E Broadway, Eugene Oregon 97401
Property Owner: Troy and Tamara Goertel
Phone:541.501.0207
Company: TTG Properties, LLC
Email:t oertel@tall ineinc.co
Address: 40499 Mohawk River Road Mohawk Oregon 97454
ASSESSOR'S MAP NO: 17-02-31-00
TAX LOT NOS : 4000
Property Address: Not Yet Assigned
Size of Property: 1.0 Acres ® Square Feet ❑
Proposed No. of
1 Dwellmna Unift per aCre7 0
Proposed Name of Project: Tall Pine
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Pro osal:New industrial office and warehouse building, with associated parking, landscaping, and
site infrastructure. Site is currently undeveloped.
Existing Use:
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 93902 sf
Si natures: Please sign and Drint Mour name and date in the aDDrociriate
Required Project Information (City Intake Staff.,
Associated Applications:
box on the next a e.
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: $
I PROJECT NUMBER:
Revised 1/7/14 Id 1 of 11
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SITE PLAN &
DETAILS &
NOTES
ARCHITECTS
+ P L A N N E R S
January 11, 2022
City of Springfield
Development & Public Works Department
Current Development Division
225 5D' Street
Springfield, Oregon 97477
RE: Tall Pine 30'^ Industrial Development (202114/1.3)
Site Plan Review Application — Pre-Subm ittal
Project Address: North 30'^ Street — Not Yet Assigned
Assessor's Map & Tax Lot: Map 17-02-31-00, Tax Lot 4000
Property Owner:
Applicant:
Mailing Address:
Phone:
E-mail:
Applicant's Representative:
Mailing Address:
Phone:
E-mail:
WRITTEN STATEMENT
SUMMARY
TTG Properties, LLC
Troy & Tamara Goertel
Contact: Troy Goertel
40499 Mohawk River Rd
Mohawk, Oregon 97454
541.501.0207
tgoertel@tallpineinc.com
TBG Architects+ Planners
Contact: Jordan Cogbum, Senior Planner
132 East Broadway, Suite 200
Eugene, Oregon 97401
541.687.1010
JCogburn@tbg-arch.com or KTaylor@tbg-arch.com
In accordance with the Site Plan Review submittal requirements, this written statement describes the
proposed development and demonstrates that the proposal complieswith the criteria under SDC 5.17-100.
The proposal is subject to the Type 11 application review process per SDC 5.17-110(B).
Summary of Request:
The present request is for Site Plan Review approval of an industrial building with the associated site
infrastructure, parking, and landscaping. The proposed approximately 9,902 -square -foot building is one-
story with a mezzanine. The anticipated single industrial tenant will include permitted secondary office,
manufacturing, and warehouse industrial uses.
541.687.1010 1 132 EAST BROADWAY. SUITE 200 1 EUGENE. OREGON 97401 1 TBG-ARCH.COM
City of Springfield
Site Plan Review
January 11, 2022
Page 2 of 12
Additional details regarding this proposal are provided on the Site Plan Review drawings, the remainder
of this written statement, and other materials attached herein.
Project Objectives:
The Tall Pines 30' Street Industrial Development represents an effort to raise the standard of typical
industrial development in Springfield.
1. Enhance the quality of local industrial development.
2. Provide attractive, functional, and safe spaces for small industrial businesses and their
employees.
3. Ensure compatibility between the proposed industrial and existing residential development to
the east.
SITE INFORMATION
Location: The project is located on 3T Street, Springfield, Oregon, north of Main Street. Refer to the
attached Site Plan.
Tax Lots: Lane County records identify the site as Lane County Assessor's Map 17-02-31-00, Tax Lot
4000. Refer to the attached Tax Assessor's Map.
Legal Description: Refer to the attached Legal Description.
Acreage: The project site totals 1.0 acre according to Lane County Assessment and Taxation records.
The subject site includes one lot, identified as Tax Lot 4000, which fronts 3T Street.
Address: Not yet identified — 30' Street, Springfield, Oregon 97477.
Ownership: The site is owned by TTG Properties, LLC. Refer to the attached Deed and Title Report.
The applicant also owns the adjacent Tax Lot 4100, which is not proposed for development at this time.
Plan Land Use Designation: The lot is located within the Springfield Urban Growth Boundary (UGB)
and City limits. The area of the subject lot was annexed to the City of Springfield in 1948. The lot is
designated Light Medium Industrial in the Eugene -Springfield Metropolitan Area General Plan (Metro
Plan). The Mid -Springfield Refinement Plan also designates the lot Light Medium Industrial.
Zoning: The lot is zoned Light Medium Industrial (LMI). The Drinking Water Protection (DWP) Overlay
District applies to the subject lot. Property to the west, north and south are also zoned LMI. Property to
the east across 30' Street is zoned Medium Density Residential.
Street Classification: 30' Street is classified as a major collector on the City's Functional Classification
map.
City of Springfield
Site Plan Review
January 11, 2022
Page 3 of 12
Environmental: The subject lot has soil type Coburg -Urban land complex. Per the Flood Insurance Rate
Map (FIRM), the site is located in area X, determined to be outside of the 500 -year flood area. Refer to
the attached Flood Insurance Rate Map.
The site is located in the Maia Wellhead facility protection area within the 10 -year Time of Travel Zone
(TOTZ). As required, the applicant will apply and obtain a Drinking Water Protection Permit prior to
construction. Reference the attached Erosion Control Plan, which notes the 10 -year TOTZ and the
requirement of a Drinking Water Protection Permit prior to construction of the on-site building.
Surrounding Land Uses/Access: The site is located within the Springfield Urban Growth Boundary on
the west side of 3T Street. To the east of the site, across 3T Street, is a multi -family residential
development. There is a railway line located to the west of the site. There is a developed industrial
property abutting the northern and southern property boundaries.
The primary access to the subject site will be via 3T Street. There is one shared access driveway
existing on the north end of Tax Lot 4000 that connects directly to 30' Street and with an easement for
use by Tax Lots 4000, 4100, 4200 and 4300. A proposed driveway is shown on the south end of Tax Lot
4000 that connects directly to 3T Street.
III. BACKGROUND OF THE SITE
The subject lot was created as part of the Jeff Parker Subdivision, as recorded September 9, 2002,
Reception No. 2002-069738. Tax Lot 4000 is Lot 5 in the subdivision. Refer to the attached Jeff Parker
Subdivision recorded plat.
IV. SITE PLAN REVIEW APPROVAL CRITERIA
This section is organized by the Site Plan Review approval criteria under SDC 5.17-100. Applicable
approval criteria are outlined in bold italics below, followed by proposed findings in normal text.
The Director shall approve or approve with conditions: a Type 11 Site Plan Review application
upon determining that approval criteria A. through E., below have been satisfied. If conditions
cannot be attached to satisfy the approval criteria, the Director shall deny the application.
Decisions approving an application, or approving with conditions shall be based on compliance
with the following criteria in Springfield Development Code Section 5.17-125:
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City of Springfield
Site Plan Review
January 11, 2022
Page 4 of 12
A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan
diagram, Plan District map, and Conceptual Development Plan.
The Eugene -Springfield Metropolitan Area General Plan (Metro Plan) plan diagram and the Mid -
Springfield Refinement Plan diagram designate the subject site as Light -Medium Industrial (LMI). This
land use designation and the LMI zoning district (per SDC 3.2-405(8)) are intended to provide land for a
variety of industries, including those involved in the secondary processing of materials into components,
the assembly of components into finished products, transportation, communication and utilities,
wholesaling, and warehousing. The external impact from these uses is generally less than Heavy
Industrial, and transportation needs are often met by truck. Activities are generally located indoors, with
outdoor storage. This designation may also accommodate supporting offices, light industrial uses, and
industrial uses allowed in the Campus Industrial. The proposed development and the intended uses —
industrial warehousing and manufacturing (prefabrication of wood framed walls, building material
packages and timber truss fabrication with some metal fabrication and machine work) secondary
business office and outdoor storage — are consistent with this criterion.
There is no applicable Conceptual Development Plan for the site.
B. Capacity requirements of public and private facilities, including but not limited to, water and
electricity; sanitary sewer and stormwater management facilities; and streets and traffic
safety controls shall not be exceeded and the public improvements shall be available to
serve the site at the time of development unless otherwise provided for by this code and
other applicable regulations. The Public Works Director or a utility provider shall determine
capacity issues.
The subject site is within the Springfield Urban Growth Boundary and the City limits. They are currently
served by the key urban services as prescribed in the Metro Plan. The proposal includes on-site
stormwater facilities on Tax Lot 4000 to serve the proposed project prior to discharging into the existing
public stormwater system. Refer to the attached stormwater technical Memorandum and civil and
landscape plans for details.
Additionally, there are existing public utility easements on the site for current and future extension of
public utility systems. Refer to the attached Topographic Survey for details.
There is an existing fire hydrant along 30' Street in the front of site. The proposed building is a Type V -B
sprinklered structure. The farthest point of the proposed building is less than 400'-0" from the existing
hydrant at the northeast comer. The driveway designs meet the needed radii required for emergency
service vehicles.
As demonstrated, there is adequate public and private infrastructure capacity to serve the site at the time
of development. Therefore, the proposal is consistent with this criterion.
City of Springfield
Site Plan Review
January 11, 2022
Page 5 of 12
C. The proposed development shall comply with all applicable public and private design and
constmction standards contained in this Code and other applicable regulations.
The proposed new development complies with applicable standards as further discussed below.
Section 3.2-400 LMI Zoning District Development Standards
The tenant for the proposed building on Tax Lot 4000 will be an industrial warehouse and secondary
business office and outdoor storage uses. All uses will be consistent with the allowed use categories
listed under the LMI base zone per SDC 3.2-410 at the time of tenant infill building permit submittal.
Specifically, the development complies with the LMI Development Standards (SDC 3.2-400 LMI base
zone) as follows:
• The Development Standards required under SDC 3.2-420 do not apply for three reasons. First, the
subject site was created prior to 1982. Second, the minimum lot size and frontage standard of SDC
3.2-420 is a standard imposed for the creation of new lots or parcels. The proposed development
does not include partitioning or subdividing the subject property. Third, this standard is not a design
or construction standard, and therefore not applicable.
• The one-story structure is compatible with adjacent development and land uses. The proposed
structure is not within the height limitation zone that is applicable when abutting a residential district.
Per SDC 3.2-420, the height limitation applies to the first 50 -feet on-site measured from the
property line nearest the residential zone. As shown on the attached Site Plan, the proposed
building on TL 4000 is located about 70'-0" from the property line to the east and 30' Street right-of-
way line. Then, it is an additional 60'-0" across the right-of-way to the MDR -zoned properties to the
east. Therefore, the maximum building height limitation adjacent to the MDR -zoned properties is not
applicable to the proposed building. Refer to the attached plan set for details.
• Per SDC 3.2-420, the minimum building front yard setback in the LMI zone is 10'-0" and parking
and driveway front yard setbacks are 5'-0". The building, parking and driveways either meet or
exceed the required front yard setbacks along 30' Street. Refer to the attached Site Plan.
• Except for the rear setback, all proposed parking and driveways either meet or exceed the required
minimum 5'-0" setback from interior property lines as required per SDC 3.2-420. The applicant
owns both Tax Lots 4000 and 4100 and wants the opportunity to connect these lots at the time of
future development of Tax Lot 4100. Per the landscaping standards at SDC 4.4.-100(H), the
'[I]andscaped setbacks abutting required screening on the same property may be exempted by the
Director from planting requirements if the area is not visible from any public right-of-way or adjacent
property." Therefore, as owner of the abutting property and because the landscape setback is
located at the back of the site out of view of the public right-of-way, the applicant requests that the
Planning Director exempt the S-0" landscape setback along the rear yard to accommodate the
future development of Tax Lot 4100.
City of Springfield
Site Plan Review
January 11, 2022
Page 6 of 12
• As allowed per SDC 3.2-420, note (4)(a), "no building or above grade structure, except a fence,
shall be built upon or over that easement," the applicant proposes a metal fence within the PUE
along the east property line and portions of the north and west property lines for security reasons.
Refer to the attached Site Plan.
• On-site pedestrian circulation has been provided throughout the site, which connects to the owner's
adjacent Tax Lot 4100 to the west and to the public sidewalk on 30' Street. The site design either
meets or exceeds the required ADA minimum S-0" wide clear pedestrian pathway to accommodate
pedestrian circulation throughout the site.
• No outdoor merchandise display areas are proposed.
• No drive-through facilities are proposed.
Section 3.3-200 Drinking Water Protection Overlay District
The lots are located in the Maia Wellhead facility protection area within the 10 -year Time of Travel Zone
(TOTZ). The applicant understands that the following requirements apply per SDC 3.3-235(C):
1. The storage, handling, treatment, use, production or otherwise keeping on premises of more than
20 gallons of hazardous materials that pose a risk to groundwater in aggregate quantities not
containing DNAPLs [dense non -aqueous phase liquids] is allowed upon compliance with
containment and safety standards specified by the most recent Fire Code adopted by the City.
2. All hazardous or other materials that pose a risk to groundwater shall be stored in areas with
approved secondary containment in place (Springfield Fire Code 2702.1 and 2704.2.2).
3. All new use of DNAPLs are prohibited.
4. Any change in type of use or an increase in the maximum daily inventory quantity of any DNAPL is
considered a new use and is prohibited.
5. The following requirements for inspection and record keeping procedures for monthly in-house
inspection and maintenance of containment and emergency equipment for all amounts of
hazardous or other materials that pose a risk to groundwater shall be met unless exempted:
Schedules and procedures for inspecting safety and monitoring and emergency equipment. The
applicant shall develop and follow a written inspection procedure acceptable to the Director for
inspecting the facility for events or practices which could lead to unauthorized discharges or
hazardous materials. An inspection check sheet shall be developed to be used in conjunction with
routine inspections. The check sheet shall provide for the date, time, and location of inspection.
note problems and dates and times of corrective actions taken. and include the name of the
inspector and the countersignature of the designated safety manager for the facility.
As noted above, the applicant will apply for and obtain a Drinking Water Protection Permit prior to
construction of the proposed building. The required Erosion Control Plan is included in this Site Plan
Review Submittal, which notes the 10 -year TOTZ and the requirement of the Drinking Water Protection
Permit.
City of Springfield
Site Plan Review
January 11, 2022
Page 7 of 12
Section 4.2-105 Public Streets
The proposed development does not trigger the need to create or extend any public streets. The
proposed project has direct access to 30' Street, a major collector. The sections of 30' Street adjacent
to the proposed project meet the standard street right-of-way and paving width dimensions. No additional
public right-of-way or street improvements are needed.
The proposed 9,902 square foot structure will generate less than 100 peak hour trips and less than 1,000
average daily trips. According to Springfield Transportation Staff, the proposed use is categorized as
Land Use 110 -General Light Industrial in the most recent edition of the Institute of Transportation
Engineers (ITE) Trip Generation Manual. Per Staff's citation of the ITE manual, the proposed use
generates approximately 0.92 peak hour trips per 1,000 feet of floor area or 4.96 average daily trips per
1,000 square feet of floor area. When applied to the proposed building, these trip generation rates
produce approximately 9 peak hour trips or approximately 49 average daily trips. These totals are well
below the maximum 100 peak hour trips criterion and the maximum 1,000 average daily traffic criteria.
No Variances are requested with this application. No known traffic safety, street capacity, future planned
facility, or multimodal concerns exist along the site frontage. Based on the findings here, no Traffic
Impact Study is required.
Section 4.2-120 Site Access and Driveways
According to Springfield Code Section 4.2-120(A)(1), all developed lots/parcels shall have an approved
access either directly to a public street, a private street that connects to a public street, or through an
irrevocable joint use/access easement. The Code does not limit a development site to one access.
The subject site has frontage on 3T Street with direct access proposed to this public street. The
proposal will also access the existing irrevocable joint use/access easement that extends westward from
30' Street along the northern property line. The project includes one proposed driveway with direct
access to Tax Lot 4000 off 30' Street and one existing driveway from 30' Street to the existing
irrevocable joint use/access easement serving Tax Lots 4000, 4100, 4200 and 4300. The distance
between the proposed driveway to 30' Street and the existing shared driveway is about 142-0" as
measured from the centedines. Refer to the attached Topographic Survey and Title Report for details
about the easements. Due to the Industrial zoning of the site and layout of the existing access
connection, the proposed driveway is requested as to facilitate efficient loading/unloading operations and
large vehicle maneuvering along the southern and western areas of the site, as discussed below, while
mitigating potential safety impacts to the parking areas and pedestrian crossings at the northeast area of
the site.
According to Table 4.2-2, the width of a 2 -way driveway shall be a minimum of 24'-0" and a maximum of
35'-0". The proposed driveway connection to 30' Street is about 30'-0" wide and the existing driveway
proposed to remain is 35'-0". The proposed and existing driveways to 30' Street have throat depths on
the site of about 40'-0" from the start of the driveway and at least 30'-0" from the property line, both of
which exceed the minimum 18'-0" standard. The northern driveway is existing with a joint use/access
City of Springfield
Site Plan Review
January 11, 2022
Page 8 of 12
easement serving Tax Lots 4000, 4100, 4200, and 4300. The southern driveway approach is a dedicated
driveway serving the site (Tax Lot 4000) and is separated from the existing driveway curb return on the
same side of the street by greater than 100 feet, as noted above. The proposed site driveway meets the
City's dimensional requirements for commercial/industrial driveway approaches and is consistentwith
separation spacing of Table 4.2-4 and previously approved driveways along 30' Street, a major collector
street.
The proposed use and associated business Tall Pine Contractors, Inc., is responsible for the pre-
fabrication of construction materials, particularly trusses. The raw materials and finished products are
received and sent to job sites using trucks of various sizes, with the largest being about WB -62 tractor
trailers. These large vehicles require room to maneuver, wider turning radii, and multiple access points to
limit awkward reverse movements. The applicant requests the southern access connection to 30th
Avenue to enable more efficient on-site maneuvering and exiting. The recently approved Site Plan
Review for New Way Electric, Springfield Case Number: 811-20-000110-TYP2, and 3T Street Industrial
Buildings Case Number TYP216-00056 proposed similar arrangements of and spacing between a central
shared access drive and an exclusive access connection to 30th Avenue. Based on the variety of large
vehicles expected at the site and the precedent established by Springfield in the projects noted above,
the applicant requests a direct access connection to 30th Avenue.
The proposed project will be developed and maintained to provide on-site circulation in compliance with
City code standards.
The above findings, and existing City approvals demonstrate that the proposal is consistent with these
standards.
Section 4.2-140 Street Trees
Currently, there are no street trees located along the section of 30' Street adjacent to the development
site. Therefore, there are two new street trees proposed as part of this development. Refer to the
Landscape Plan for details.
Section 4.3-140 Public Easements
There are adequate existing public utility easements (PUE) on Tax Lot 4000 for current and future
extension of public utility systems. Refer to the Topographic Survey for details. The applicant proposes to
extend the subject site's private stormwater connection south within the PUE running north -south across
Tax Lot 3800. The applicant requests approval from the City to provide the private stormwater utility in
this PUE running north -south across Tax Lot 3800 as shown on the Utility Plan. In addition, the applicant
will submit a draft easement from the owner of Tax Lot 3800 at the time of Site Plan Review Submittal to
locate the stormwater utility on their property.
City of Springfield
Site Plan Review
January 11, 2022
Page 9 of 12
Section 4.4-105 Landscaping
The proposed project meets the landscape requirements. The proposed parking area located between
the street side of the building (east fagade) and 30' Street includes 8 parking spaces. Therefore, Section
4.4-105(F)(2), parking lot planting areas requiring a minimum of 5 percent of the interior of a parking lot if
24 or more parking spaces are located between the street side of a building and an arterial or collector
street does not apply. As illustrated on the attached Landscape Plan, the proposed landscaping
associated with the parking lot and driveway setback areas meet the City's landscape requirements. As
described above, the applicant requests an exception to the required landscape setback along the rear
property line as allowed per the landscaping standards at SDC 4.4.-100(H). As owner of the abutting
property and because the landscape setback is located out of view of the public right-of-way, the
applicant requests that the Planning Director exempt the requirements in order to accommodate future
development on Tax Lot 4100. The proposal is consistent with all other applicable the standards.
Section 4.4-110 Screening
Where outdoor mechanical devices are proposed on the site, they will be screened with vegetation per
SDC 4.4-110(8)(1). The back of the site will be used for outdoor storage. Consistent with this code
section, the existing metal fence is proposed to remain to screen the back of the site, which will be site -
obscuring as applicable. There is also an existing slatted chain-link fence proposed to remain, located
along the entire Tax Lot 4000 and 4100 southern and western property lines. The proposed outdoor trash
and recycle area is screened with slatted chain-link fence, as required per SDC 4.4-11 0(13)(3)(c). In
addition, the mechanical unit proposed on the north side of the building will be screened with slatted
chain-link fence, as required per SDC 4.4-110(8)(3). Refer to the attached Site Plan and Landscape Plan
for details. Therefore, these criteria are met.
Section 4.4-115 Fencing
As noted above, a maximum 8'-0" high metal fence will enclose the entire site for security purposes,
which is consistent with the maximum allowed fence height is 8'-0" in Industrial zones. The existing
fences located along the south and west property lines and a portion of the north property are proposed
to remain. A new maximum 8'-0" high ornamental metal fence is proposed parallel to the east property
line and a small portion of the north property line (with a gate on the east side of the building) and a new
maximum 8'-0" high chain link fence is proposed to match the existing fence along a portion of the north
property line with a gate to the west of the building. Per SDC 4.4-115 Table 4.4-1, note (1), the proposed
ornamental metal fence parallel to the east property line is behind the front yard setback. Refer to the
attached Site Plan. Therefore, these criteria are met.
City of Springfield
Site Plan Review
January 11, 2022
Page 10 of 12
Section 4.6-110 Vehicle Parking
The vehicle and bicycle parking calculations are based on the proposed industrial warehousing and
secondary office uses. Per Table 4.6-2, the proposed industrial warehousing and secondary office uses,
are required to provide a minimum of 15 off-street vehicle parking spaces. The applicant is proposing to
provide 16 parking spaces — including one accessible space.
The applicant proposes a parking lot design in compliance with SDC 4.6-115. all standard and ADA stall
widths are a minimum of 9'-0" wide and 18'-0" in length including a 2'-0" bumper overhang on
landscaping beds and walkways where applicable. Refer to the attached Site Plan and Vehicle Parking
Calculations table for specific locations and details. The dimensions and proposed striping of the parking
spaces and drive aisles meet the parking area standards per SDC 4.6-115 and -120. These findings,
together with the architecture and civil engineering drawings, demonstrate that the proposal is consistent
with these standards.
Section 4.6-130 Loading Areas
There are two delivery and loading areas located outside of the required setbacks. Refer to the attached
Site Plan for details. The total proposed on-site loading area is approximately 11,656 square feet for an
approximately 9,902 -square -foot total building area, which exceeds the required 250 square feet of
minimum loading area per SDC 4.6-135(C). The stormwater runoff in the proposed design will not enter
the building by using site grading and/or a sanitary drain on the exterior of the building at all bay door
locations. Refer to the attached Site Plan. Details will be provided at the time of building permit submittal.
Section 4.6-140 Bicycle Parking
The proposed bicycle parking spaces, location and facility design on the development site complies with
SDC 4.6-145 through -150. There are three short-term and two long-term bicycle parking spaces
required. There are 4 unsheltered short-term bicycle parking spaces located in front of the building along
the on-site pedestrian walkway system with ramps that connect to 3T Street, which exceed the required
number of short-term bicycle parking spaces. The proposed short-term spaces are hitching post or staple
type racks. All bicycle parking spaces are visible for use by the public.
Two long-term bicycle parking spaces will be located inside the warehouse area in a secure location,
which will be proposed in compliance with SDC 4.6-145-150 at the time of individual tenant infill building
permits. Refer to Sheet A1.1 for Bicycle Parking Calculations and typical details. Therefore, these criteria
are met.
Ii.
City of Springfield
Site Plan Review
January 11, 2022
Page 11 of 12
D. Parking areas and ingress-egress points have been designed to: facilitate vehicular traffic,
bicycle and pedestrian safety to avoid congestion; provide connectivity within the
development area and to adjacent residential areas, transit stops, neighborhood activity
centers, and commercial, industrial and public areas; minimize driveways on arterial and
collector streets as specified in this Code or other applicable regulations and comply with
the ODOT access management standards for State highways.
The proposed driveway on 30' Street and the orientation and alignment of the building will serve to
maximize efficiency for access, on-site circulation and function while minimizing impact to the adjacent
properties. The site plan design is organized so that the main access points to the building are located
directly off 30' Street and off of the shared access drive. The vehicle parking is located in the front and
south side of the site with access via both the existing shared driveway and the proposed driveway. The
proposed landscape islands located at the ends of parking aisles provide clear drive aisles to facilitate
safe circulation.
As noted above, the Site Plan shows on-site circulation for pedestrians, bicycles and vehicles as required
by the Springfield Development Code. Designated on-site pedestrian circulation is provided for
employees and clients of the business from the adjacent, existing 3T Street public sidewalk to the
proposed building entrances. On-site pedestrian and bicycle access are provided by a clearly marked,
striped, paved walkway across the drive aisles. The existing public sidewalk on 30' Street provides
access to adjacent and nearby residential and industrial areas. The closest transit stop to the site is
located approximately 0.4 miles south of the site, west of the intersection of 30th Street and Main Street,
and on the north side of Main Street, which is served by Lane Transit District route 11 Thurston.
The proposed project abuts other industrially zoned properties. It is not directly adjacent to a residential
zoned area, transit stop, neighborhood activity center, or other uses that would benefit with additional
connectivity to abutting properties.
As stated above, the existing and proposed driveways on 30' Street are in compliance with the
Springfield Code Development standards, are sited similarly to the previously approved connections
along 30' Street and address the access requirements for industrial uses. Parking areas and ingress-
egress points have been designed to safely facilitate vehicular traffic, bicycle and pedestrian circulation
and avoid congestion aswell as provide connectivity within the development site. Therefore, the proposal
is consistent with this criterion.
E. Physical features, including, but not limited to: steep slopes with unstable soil orgeologic
conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs;
watercourses shown on the WQLW Map and their associated riparian areas; wetlands; rock
outcroppings; open spaces; and areas of historic and/or archaeological significance, as may
be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be
protected as specified in this Code or in State or Federal law.
Y i
City of Springfield
Site Plan Review
January 11, 2022
Page 12 of 12
The proposed site does not contain any Statewide Goal 5 resources. The site is relatively flat. There are
no existing trees and shrubs. wetlands. rock outcroppings; orwatercourses on the site that are impacted
by the proposed development. There are no known significant archaeological resources. Therefore, the
criterion is not applicable.
V. Conclusion
Based on the information and findings contained in this written statement, associated attachments and
drawings, the proposed Site Plan Review application meets the criteria of approval contained in the
Springfield Development Code. Therefore, the applicant requests that the Planning Director approve the
proposal as presented. Both the applicant and the applicant's representative are available for questions,
as necessary.
If you have any questions about the above application, please do not hesitate to contact Jordan Cogburn
or Kristen Taylor at TBG Architects+ Planners (541.687.1010).
KT/JC
cc: Troy Goertel, TTG Properties, LLC
Anna Backus, KPFF Consulting Engineers, Inc.
David Dougherty, Dougherty Landscape Architects
ZtPROJt202114Ta1 Pine Mh Street Intl uslnahCorrespV,gencASite Plan Remee )2114SPRWrXten Statement. doc
I� exc xirars.ruxxevs
City of Springfield
Site Plan Review Application
Attachments
ATTACHMENT CONTENTS
Attachment A
Tax Assessors Map
Attachment B
Legal Description
Attachment C
Deed for Tax Lot 4000
Attachment D
Title Report, Dated January 7, 2022
Attachment E
Jeff Parker Subdivision Recorded Plat
Attachment F
Eugene -Springfield Metropolitan Area General Plan, Plan Diagram
Attachment G
Mid -Springfield Refinement Plan Diagram
Attachment H
FIRM Flood Insurance Rate Map, Map Number 41039C1161 F
Attachment I
Stormwater Technical Memorandum, Dated January 5, 2022
Attachment J
Lighting Specifications
Attachment K
Geotechnical Report, Dated June 25, 2021
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD Appendix 4
225 FIFTH STREET
OREGON SPRINGFIELD, OR 87477
PHONE: 541.726.3753
FAX: 541.726.1021
www.spingbeldorgov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
------------- -------------- -------------- _(Area belmd& llnefilledout byAppBeath)-------- --------------
(Please return to Clayton bkRochern @ City of5prirgfield Development and Public Works, Fax # 736-1021, Prone # 736-1036),
email: cnweahern(d,rpring&ldor.gov
Project Name: Tall Pines 306 St Industrial
Applicant:
Anna Backus, PE
Assessors Parcel #: 17023100
Date:
01/05/22
Land Use(s): Industrial
Phone #:
541-648-4902
Project Size (Acres): 1.00 ac
Fax #:
n/a
Approx. Impervious Area: 0.79 ac
Email:
Anna.backus@kpff corn
Project Description (Include a copy of Assessor's map): The site is currently an empty unpaved lot. Proposed
conditions will include a warehouse, three rain gardens, underground utilities and a paved parking lot.
10 year
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Discharge
from each of the rain gardens will be piped to a 10" collector pipe that will run south through the 20' wide public utility
easement located on the west side of the site. The collector pipe will extend through the adjacent property and connect to
the existing storm main in the shared drive lane to the south of the adj acent property.
n/a
Proposed Stormwater Best Management Practices: Filtration by the rain garden will treat runoff from
impervious surfaces on the site.
n/a
(Area below this tine fffed outby the City nndReturned m theAppbenn0
(At a nuninwn, all boxes checked by the City on the front and back ofthis sheet shall be subntitted
or an application to be con Tete or subnddal although other requirements tnary be necess
n/a
Drainage Study Tyne (EDSPM Section 4.03.2): (Note. UH may be substituted for Rational Method)
❑ Small Site Study — (use Rational Method for calculations)
E Mid -Level Development Study- (use Unit Hydrograph Method for calculations)
❑ Full DIainage Development Study —(use Unit Hydrograph Method for calculations)
Environmental Considerations:
E Wellhead Zone:
10 year
❑ Hillside Development:
n/a
❑ Wedand/Riparian:
n/a
❑ Floodway/Floodplain:
n/a
❑ Soil Type:
Coburg -Urban land complex
❑ Other Jurisdictions
n/a
Downstream Analysis:
E N/A
❑ Flow line for starting water surface elevation:
❑ Design HGL to use for starting water surface elevation:
❑ Manhole/Junction to take analysis to:
Return to Clayton McEachern @ City of SpdngBeld, email: cmceachem@springfeAd-. r gov, FAX.., (541) 7361021
COMPLETE STUDY ITEMS F° off f10 ° oam:
* Bared upon the infornudionprovided on tie front ofthu sheet, tie follmving represents a nunmunt of whcd it needed far an
application to be complete for submittal with respect to drainage; however, this Cut should not be used in lieu ofthe Springfield
Development Cock (SDC) or the City's Engineering Design d"mal. Compliance ce with these requirements does not constitute site
approval; Additional site specific inibiona inn may be required Note: Upon scoping sheet subnutfai ensure completed farm has been
signed in the slime provided below:
Interim Design Standards/Water Quality (EDSPM Chapter 3
Req'd N/A
E❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration
media) for monmvater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
E❑ Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Stmmwater Management Manual.
E❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the Eugene Stops water Management Manual (Sec2.4.1).
E❑ If a monmvater treatment smile is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with City of Springfield or Eugene's Stonnwater Management Manual.
® Water Quality calculations as required in Section 3.03.1 of the EDSPM.
E❑ All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
E❑
U
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
®
❑
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
E❑
Calculations showing system capacity for a 2 -year storm event and overflow effects of a 25 -year storm event
E❑
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstream System EDSPM Section 4.03.4.0
❑
E
A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to
Oregon Plumbing Specialty Code (OPSC).
❑
E
Elevations of the HGL and flow lines for both city and private systems where applicable.
E
❑
Design of Storm Systems (EDSPM Section 4.04).
E❑
Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
E❑
Minimum pipe cover shall be 18 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 80,000 lb load
without failure of the pipe structure.
E❑
Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stone pipes shall be designed to
E❑
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
E❑
Private stonnwater easements shall be clearly depicted on plans when private monmvater flows from one property to
another.
EDrywells
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 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: htto://www.deg.state.or.us/wo/uic/uic.htm for more information.
EDetention
ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*77nirform shall be included as an attachmen4 inside d'efrond cover, ofthe stonn"Wer. shuhr.
* IMPORTANT: ENGINEER PLEASE READ BELOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted storrmveter study
and plan set. Signature Date
Form Version 5: June 2015
City of Springfield
Site Plan Review Application
Attachments
ATTACHMENT
Lighting Specifications
IA L/THON/A Lla"nivG®
FEATURES & SPECIFICATIONS
11111111, ED OSE—mese:pxifimlarcPar USA standardsnnly. Square Surightstmlta general
pmpme lgM pole fu up to 39 from mounting heigM,. This pole provides a robust at msteNmheopturn
On mounting area huland Pont I ght.
CONSTRURION—i Shaft The pole shaft is of uniform dimension and wall thickness and amade
of a weldable grade, hot -iIad, mmmer<ial- qua Iin steel tubing with a minimum yield of 55 RSI
(I I gangs, .1196 ),or W NSI (7yaugs,.IM ).Shaft toneplem with a fulhleal lognormal hgh-
frequency electric esisbncewed. Uniformlysgw re'm crops -section with flat sad, small mmn radii and
excel Pot torsional qualities. Available shaft widths are 4",5"and6".
Pole Top: APush non -mebIic blacktop cap'OprorldM ba all poles thatandI mee'ne dall'mgpavnmbr
side -mount l umiwire arm assemblies or when ordered with PT option.
HaMMM: A reinforced hamil le with grwM'mg prowsom IS provided at 18" fatm the base on side
A. Positioning the handhole lower may nm be possible and renu res eigmer ing renew; conwR loch
Support-OddmafubflMr Inbrmntion. Every ha WhoklrclMmacwerandpwerantthmem hardware.
behandholehmanomiwldlmenvonolzs"x5°.
B C.:Admable ABSplastictwv-p'recebllbasecwerfinNbrdmmatch thepok,'OpatvidM wdM1
etth pokmwmby. Additional basecweropt'unsareavaibbkupon apquest.
AMv Gaze/ BONS: AmMr hase'O famlrntM from stuel that duet ASTM A3fi vandardsaM run ha
afterM to match emtmg foundations, parent factory On modiba'mm. Awhm bolt are mare fircri
m ASTM FI554Smndardsgmde55, (55 YSI minlmun ybld sre�gtM1 aM tendlestrength of]5-95 RSU.
Topthreadedpoflmp(nomma112'9'chos-dWMgahaa Mper MTMA-153.
HARDWARE - All command bstmers are hgh-strenglM1 garranbpd orb. steel. All nonstruatmal
fmtmeisanewho 'ued uzinp-pbtM pmbonsteelmstainksssrel.
FINISH- Ema durablestmdard povder-cwt finNhas'mcWe Dark Bunre, White, Black, MMinm Nature
and Postal Alummum coma. Cassie bushes'udMeSzndsbne,CDarew1 fnay,TennNGireq BagM Red
and Steel Blue calms. Architectural Colors and Special Parishes are available by Wme and mhode, but
are nm landed to Hot-dgped Galvanized, Paid uer Hm-drypM Garran'upd, RAL Com¢ Custom Cn1us
and We." Was nanit, pull bamplea led V. palm fimelft a aaibble fu costumer field -paid
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BW MERICAM- Product with the BM option'easembled in the USA and muetthe
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Pknseref r to wwwacubbrands.mMbuva merican baadddbwl'mfcamat'nn.
INSTALLATION- BO ad sort polescadhout having fidures'msb11M. EactuysupplM tempbtesmmt
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due bfaibreb use INMnia Lightning facbmtempli Npoleore shard etlde, allpimmrvewrapping
mustberemoved ImmMbte yWart del'nerybpreent finNh damage. Lnhonia LgMing lsmtrespuidble
On the bundat'wn desgn.
WARPANW— I -yen 11mmM warranty. Comp hate warranty tum located at
acadvmanduoMswvmlManannflerna-and conditions
NOTE:Acmalperfmmancemayddk waeekd nM1useaenv'nwmentaM optimum.
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TALL PINES 30TH STREET PROJECT
w; NEW WAV ELECTRIC, INC.
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TALL PINES 30TH STREET PROJECT
NEW WAY ELECTRIC, INC.
TYPE "T1- POLE"
LITHONIA #SSS-20-4C-DMI9ESX-DDBXD
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0.1793
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100
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990
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35
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0.1793
7
114
310
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190
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BASE DETAIL
0 0
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Bull
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Base
Baseplate
Template
Anchor halt
Anchor bolt and
Andwrbolt
'Itt
circle
oltion
diameter
thickness
description
description
templatermnbm
description
A
ec
4'Y
8"-9"315-3.75
8"835"
O]5"
ABTEMPLATE PBOOW I
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8' 825"
115"
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ABTEMPLATE PSOOIO
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IMPoRTANTINSTALLATIOR NOIFS:
•OanN erx[p�le wiNou[M1rving fixture lnsfallN.
. fxtorysuppl'ed hmArte must he used when
seLdng amhwhoRs. Lithwia Lighdngwillula,ap[
daimfl nu-1-hwagep'xementdueto
hlluretouse Lithwia Lghtingfx...mplahs.
. RpdearestoreloutsHeallpmtrrWewnpping
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foundrtondegn.
POLE SSS
OUTDOOR'. One Lithonia%N Con,e,W3W12 PMne:800.705-SEAVp378) wwavIthom'il 019942021 AmNy Broad, Inal lmc. All TOOK resnwd. Are. 101891
TALL PINES 30TH STREET PROJECT
NEW WAV ELECTRIC, INC.
TYPE "T1"
&"Z
LITHONIA#ESX1-LED-P2-40K-R3-MVOLT-UPA-BLS-DDBXD-M2
�'a
Contractor Select"
ESX1 LED
Area Luminaire
The ESX1 LED area luminaire prances the comb instead of best product, best price and best
deliveryand is idealforreplocing 150Wto40M HID luminaires. ESXproaides upti
enemy saving, long service life and fast payback. All E91 lummairs feature adjustable
light output, providing two light levels from each Immune, une, allowing greater flexibility in
thefield and on distributrs'shelves. ESX LED Is competitively priced and always in stock
forqukkdelivery.
FEATURES:
• ReplasesiSDWta400WHID
• 8,010 to 25,000lumens
• Adjustable Light Output (ASO) technology ldefaull set to hgh)
• Type3opticavailablem,10001(and5000K
• Reversiblearm mounts onto minimum 3.5'mund and square poles
' C@11111®wclxlxx P11114. mrarmseJr=
UTTER a"rano. .•r.•rr
Noce Notall Prot mnPgura[ionop[ionsarenamed In dreContarmrSelxtprogram. MoremnPgurationsareawilable. Clirkhe• or viaitw.reacul brand—or and sezmhfor E91 LED
NI luminous feature ad j entable lightoutpupa reversible arm for mounting on round and square polaand dark bronco finish. The lumen moorland lnputwamshovn are nominal wlua.
CONTRACTOR SELECT ESX1 SERIES LED Paget M2
fL/THON/A
Specifications
INLENDEDUY:
The ESXoHers a rompletearec lighting package providingevery4hirg receded to replace
15oWto400N HID area luminaires Adjustable light output providcetwo light leelsfom
one product, allowing grederflaibihry while helping"nos nwntmy costs.
CDNSLRUCIIOk
The ESX LED are lummairefeatures a Logged diecastalummurn win body housing that
ones houtdinipatirg fins and flowthrough venting to provide optimal thermal management
that both enhances LEDeUkacy and wends component Ibe. The mounting an s made of
evaded aluminum and itvever iblelunnion al lows for mounting on round and square
poles. The luminaires op&s are I rated, and sealed against moisture and erwionmental
certain icards. The Iawpofiledegn resuhs In a low EPA ESX is rated for minimum 1.5 G
vibmtbn Used per ANSI C13631.
ELECTRICAL:
Ughtengmw consist of higheHkacy LEDs with LED lumen maimenancegreaterthen
187161,000 hours. Color temperature(CCT)options of 4000K and 500oK with minimum CRI
of 70 are available Elertmnicdnivas are 0-1oVmpable of continuousdimming,and ensure
,stern pawerfador>90%and THD<20%All Ithrushes have 6eVsurge pentad a rDrag r
Input veltagesavaiable in M4OLT(120-27N)and HCUTI3474800).
INSLAINTIDk
FSXfeatures an worded aluminum an that s reversible al lowing eta mount on bath mord
and square poles. E91 ran be mounted onto minimum 3.5'square and rood poles. An
acrenory wall mount bmckd is also avaiable.
IJIMIN S:
UL listed to meet US. and Canadian standards. Suitable for wet locations. Rated for 40Y
minimum ambient.
Desgnaghts Concodiuni IIRC) Premium qualified product. Not all versions of this product
maybe DIC Premium quali ed. Hucsecheckthe DIC Doalifed Products butatypm,
desinnlUhtsoUioMtoconfnmwhchwe nmarequaldied.
WARRANLI*.
Syear limited warmnry Complete wanranry tenors located at
Mob Actual performance may diflerasa result of endusca er nmenment and application.
All wines are desgn or typical values, measured under ahemtory conditions at 25 Y.
Spcaihodionssubjettochangewehoutm&e
One LitFonia Wag Congers,OA30012I 1-800-708-73781 ww Lhhoniacom
Q2021Acuity BrandsLighm,,Inc. AllrigMsreserved. Rev. 02,gi
TALL PINES 30TH STREET PROJECT
NEW WAY ELECTRIC, INC.
TYPE 71 rr
LITHONIA
#ESX1 -LED-P2-40K-R3-MVOLT-U PA-BLS-DDBXD-M2
Dimensions
IMMIO�
�i
IMM1��
IMMLM��
Luminaire tengm W I WIdm W I Height(gh I weight I EPA
ADJUSTARLELIGUIDIFLPULIAlO)
Internal Switch. Povidestwelght
lEwl; forgrederflexibihry within one
4%�,productldeauhs tto high).
The UM reversible arm is designed to mountanto round and square poles. During
wMilation, the flat and of theanm s placed against the flat surface on square poles. When
using with muM poles,the arm can betumed sound so that the curved card a placed
against the curvature on round pales. E91 can be mounted onto minimum 3.5' square and
round poles.
CONTRACTORSELECT ESXI SERIES LED
Page 2 oft
• EXAMPLE: WPX2 LED 40K MVOLT DDBXD
WPXI LED
1,550 LAmera, 1IW
30KSULK
TALL PINES 30TH STREET PROJECT
WPX LED
WPXI LED
NEW WAV ELECTRIC, INC.
Wall
Packs
34] 347'
TYPE "We
6,000 Lumen, 47W
WK
5000K
LITHONIA #WPX3-LED-40K-MVOLT-DDBXS
SP•
F
F 5>0
c us
....y
�. 20
Introduction
Specifications
The WPX LED wall packs are energy-efficient,
cost-effective,
and aesthetically appealing solutions
for both H ID wall pack replacement and new
construction opportunities. Available in three sizes,
the WPX family delivers 1,550 to 9,200 lumens with
a wide, uniform distribution.
The WPX full cut-off solutions fully cover the
footprint of the HID glass wall packs that they
Front View
side view
replace, providing a neat installation and an
upgraded appearance. Reliable IP66construction
and excellent LED lumen maintenance ensure a
WPzt 8.Y(M.6cm) 1 11.Y(283cm) 1 33'(8.1 m.)
4.0'(103.) 0.6'(Aci I)
6.1 Ds Re)
long service life. Photocell and emergency egress
WR2 93°123.1Lm) 1 123°(31.1Lm) Ia3°110srep) I
4r(113cm) 1 0.Y11.7cm)
82I11 )
battery options make WPX ideal for every wall
WPX3 9s°(24.1Lm) IIV(33ALm) 5Y(13]Lm)
4.Y(12A.) 0.Y(.7.)
nnles ls. 11
mounted lighting application.
• EXAMPLE: WPX2 LED 40K MVOLT DDBXD
WPXI LED
1,550 LAmera, 1IW
30KSULK
DuITurRe
MIT 120-2)1V
WPXI LED
2900 Lumen, 24W
Q
4000K
34] 347'
WPX2 LED
6,000 Lumen, 47W
WK
5000K
Wte immM1m0plEm,
WPX3 LED
9,200 Lumens 69W
Plate 1p
Note: The lumen output and input power shown in the ordering tree are average
representations of all configuration options. Spun fic values are avebabk on request
FEATURES & SPECIFICATIONS
INTENDED USE
The eVP%LED-cl pad¢ aredasigmul to proNdaa cmLaflamen,, wargy.eMciantrol Wion far
the onafar.ane Whecenmentef eaiging HID wall p eckd The W nd, W mQ and WPX3 are ideal
for replatlng luno 1 W W.2aAW and 41AW HID lumlealrem re rmencel% WPX lumlmen edallvara
notes. wide dlndbmlon. WPX le rand fm 4rno 40T
CONSTRUCTION
WPX f-maa dl—in alume, In body wuh op, mal themal ma nagwrem Imp both
enhances LED elkeq and aaacdm cormon nt He The lommaves ane IPM rated, and sealed
agalnmI —,..,a on ene'en manbl com—"H.
ELECTRICAL
Light engl nee) configuretons mnslg of no h.aMcar. LE D, no LE D lumen mal numa— of
L5 Pel no,m Colo r to mpe rata I. tCCT) Wtie and 3030K, 4030K and any) K wth minimum
CHI of 70 Elammume ddvasen eryneo pose, fame, >W%and TITD egUo Al11, on mew have
6 of a. me pmrecLlon(Done'. WP() LED c reek,-- can a. m and a. me Pmnmlen raring
oft kW In— be ordwed whh an gong nal6Wv umepmnahom
All phorarelI HE)apeate on Moo 9(12W-2nN IMA
Nora'. The standard WPX LED wall pack lura with fialciadjumibla once
fagwe. Thlsfeameallovatuning the output cru ant of LED drivers to adjust the lumen
outpa (to dim the IumIcaw
(DEAL
None
DDBXD
DuITurRe
F411111
Eme V in, beery badop, CEC mmpl'RAt
DWKKD
White
(QW, WC .11),
DBIL)
Black
E14WC
Emerge beel)'badup CECmmpl'ant
04w, -2o Cmm)
Wte immM1m0plEm,
GCnwltfanmy.
PE
Plate 1p
geES
1. All WPX wall pxks dome with 6kV surge poemection weone on, except WPX1 LED P1 kae
which domes with 25W surge pm@cton standard. Add SP W option to get WPX�1 LED
o71
id, 6kVsuge prdection.
Sample nomenclature: WPX1 LED P1 MK WOLT SPD6KV DDBXD
2. Bat@ry pack options only ecelable on WPXI and WP)2.
3. Bat@ry pack deens rot available with 347V and PE options.
INSTALLRpN
WP%wnbamountedd,,e lyow,as4ndardeletlriu1jund,onboa. Three1/2—hconduitpm6
ntheesidesa11orvf—effe-ounduit no Apon on the back sudare all pokatbough
conduit ringo sudacesthatdonther electriuljund,onboa. Wiring can be opeeke the
'unuall on, mnr—mem In all cem WPXbonly recommended for collations wah LEDs
facing doxnwwds.
LISTINGS
CSA Wnified to meet U.5 and Gmedian ebndel soluble for vel loutione. IPM Wted.
DesignLigh%C nwniumO(DLQqualifiedpmdud. Notallversionsdthispmdudma,w DLC
qualified. Plaaeeheekthe DLCOualified Products Lig at wwry des onl'ohn o VQPLW wnPom
wnch-consaacl. Intamglonal DekSky /bmcienicn(IDA) Fgre Seal ofkpowll
(FmE,a wandbla for all pmduds on ins page all no X03b color tamperer e,only
WARRANTY
s -mc
a....tkdwma°q Completew a nm tecrneentedx
a�l�dmnd:.ro /cunt mcm��our ancmn and ronmtmnaaanw
Nob: Mual perbrmance may dills m a wult of and— endmnment and wichween
All values aradmign or lypiul velum, mamured under IaIbrdorywnditionaat2SC.
Simefiunons subject W change w,thout none
'. L/MUMA WPX LED
Rev. W/31/21
One Utdonia Way • Conyers, Gemgia 30012 • Phone: 1,800.205,5ERV p308b • ww.,.l Mone cora
_ LlGNT/NG
0XA1-zG21 AwIn ma mi Dg he ng, Ino A I,ghtm,maned.
COMMERCIALOUTDODR
TALL PINES 30TH STREET PROJECT
NEW WAV ELECTRIC, INC.
- -. I TYPE "W" LITHONIA #WPX3-LED-40K-MVOLT-DDBXS
Electrical Load
Projected LED Lumen Maintenance
Data refererces the estapdated W-formarce prejecdora in a 25
ambient based on 6,M burs of LED @song(traded per IESNA WM 06
and pressaW per IESNA TW21-11).
To calculate LLF, use the lumen mainten we factor that corresponds to the
desired number d operamy burs below. For other lumen maloteiarce
nfa
Operating H ours ®®®
I 3PF
105
Lumen Ead=== ===
1o0W
i1W
iWW
7WR3
WWI LED Pt
i1W
a09
OAS
OAS
ox
0.03
VXI LED P2
24W
0.200.12
1.00
0.10
0A9
0.02
WPX2
4M
0.39
OA
aID
0.17
E14
WPX3
BAY
ase
om
an
OSS
an
Projected LED Lumen Maintenance
Data refererces the estapdated W-formarce prejecdora in a 25
ambient based on 6,M burs of LED @song(traded per IESNA WM 06
and pressaW per IESNA TW21-11).
To calculate LLF, use the lumen mainten we factor that corresponds to the
desired number d operamy burs below. For other lumen maloteiarce
nfa
Operating H ours ®®®
I 3PF
105
Lumen Ead=== ===
1o0W
i1W
HID Replacement Guide
I 3PF
105
5T
1o0W
i1W
iWW
7WR3
29W
Bow
4M
40AW
60
Lumen Ambient Temperature
(LAT) Multipliers
Usethese factors to determine relative
lumen output for a+emge ambent
OT
I 3PF
105
5T
41-F
IAN
lox
SRF
1.03
15%
5RF
1.02
IDY
WE
1.01
Z%
]PF
1.00
Sox
WE
0.99
35Y
9SF
0.98
90Y
iW°F
0.91
Emergency Egress Battery Packs
The emergenry battery bttkup 6 integral to the luminaire—no external housing or back
box is required. The s mergenry battery will power the luminaire for a minimum duration of
%minutes and deliver minimum initial output of 553li mens. Both battery pack options are
CEC compliant.
Standad RC 4W FArH WR2 LED MUM EGWH DDBXD
ColdWenkd -IDT 14W E14WC WPX2LED90KALWLTEUMDDBXD
t To see remorse btometdc reports ordowiload.ies Olesfor this project visit Ne Litbnia LighOng WPX IFD bmepage. Tested in
aaoNarce with SNA LM-ry ab LWaJ sbdaNs
teras. INIM LED PI
■ g.t k
■ 03k
M gsf.F
M ,.gfe II/ \11
WPX2LED
WK1 LEDP2
WM LED
Motoring Man =12 Feet.
'. L/THL7N/A WrerED
RwWs9lrzl
One Lthonia Way • Conyers, Geeryia 30012 • Phone: 1$l1]oS5ERV (]37kD • www.11thoniamm
_ L/GNT/NG.
®mm-2Q21Aodnaandugmmy1,m uingas,esswed.
COMMERCIAL OUTDWR
TALL PINES 30TH STREET PROJECT
WPX LED
1,550Lumem,11W
NEW WAV ELECTRIC, INC.
Wall
Packs
WPXI LED
TYPE "W2"
Q
4000K
341 347'
LITHON IA
sn
F
F %
#WPX2-LED-40K-MVOLT-E4WH-DDBXS
c us
9,200 Lumen, 69W
....y
�. 20
Introduction
Specifications
The WPX LED wall packs are energy-efficient,
cost-effective,
and aesthetically appealing solutions
for both H ID wall pack replacement and new
construction opportunities. Available in three sizes,
the WPX family delivers 1,550 to 9,200 lumens with
a wide, uniform distribution.
The WPX full cut-off solutions fully cover the
footprint of the H ID glass wall packs that they
Front View
side view
replace, providing a neat installation and an
upgraded appearance. Reliable IP66 construction
and excellent LED lumen maintenance ensure a
WRII at'(X6Lm) 11.1e(183Lm) 3Y 18.1 Lm)
4.V(103m) 0%I1.6Lm)
6.111 Re )
long service life. Photocell and emergency egress
WPX2 9.1°123.1LnI) 1 R3(31.1LnI) I4.1°1105 Lm)
4.S(115LnI) I OT 7an)
8211:13.1 )
battery options make WPX ideal for every wall
WR3 93°(2a.1Lm) 13n'(33aDn) ss°(13.lnI)
a.Y(12aDt) 0.Y1t.1Lm)
nal�ls. 11
mounted lighting application.
• EXAMPLE: WPX2 LED 40K MVOLT DDBXD
WPXI LED VI
1,550Lumem,11W
30KSULK
Dad bmme
MIT 120-21N
WPXI LED
2900 Tire, 24W
Q
4000K
341 347'
WPX2 LED
6,000 Lumen, 47W
SOK
5000K
Note: mmM1moptom,
WPM LED
9,200 Lumen, 69W
PMtmelp
Note: The lumen output and input power shown in the wderirg tree are average
representations of all configuraWn options. Specific values are available on request
FEATURES & SPECIFICATIONS
INTENDED USE
The WPXLED, 11 pad¢aradeaigned to P—daa c-neffemen,, wergy.eMciantrol Wion br
the onafar.ane replacen-mcf enduing HID wall pad¢. The WW1, W mQ and WPX3 are iiaal
for replatlng luno 1 W W.2aAW and 44AW HID lumlealrem rey omeady WPX lumlmen edallvara
unlfmm. wide dlndbuton. WPX lra rand fm 4rno 40T
CONSTRUCTION
WPX f-haa dlacmt a1, me, In body wuh op, mal themal ma nagwrem Intl both
enhances LED efficaq and aaandm coupon nt He The lumIme— ane IP65 r gl and maaled
against cools., on emi,on mmol cont mm.nta.
ELECTRICAL
Light engl mean configurerlons mnslg of no h.aMcar. LE D, no LE D lumen mal mama— of
LWP(Al no,m Colo r to mpe rata I. tCCT) Wtionmd 3030K, 4030K and any) K wth minimum
CHI of 70 Ell dLee, —e ryneo poke, facto, >W%and TITD¢EM. Al11, on mew have
6 of au rga pmrem., (Done'. WPX) LED c reck,conga can a.ndaN aurya Pmnedlo, raring
oft kW In— be ordwed .,In an gong mal6Wv u,rwadom
All phorarelI HE)areage on Moo 9(12W-21/ IMA
Nora'. The standard WPX LED wall pack lura with fieldiagmibla dniv cmant
faawe. TM1lsfeatweallovatuning the output cru ant of LED d,we to adjust the lumen
omtpd(to dim the bonnet
(hlank)
Lou,
11111
Dad bmme
E4WN
Emerglry battery backup CEC ompl'out
DWIU
White
MWCmla)°
DBIXD
Muck
E14WC
Emerg��yybme7 backup CECmmpl'ant
(14W,-IDaCmla)
Note: mmM1moptom,
tonwltfanmy.
PE
PMtmelp
WIES
1. All WPX wall pxks dome with 6kV surge protection whdard, except WPX1 LED P1 kae
which domes with 25W surge pm@cton standard. Add SPD6KV option to get WPX�1 LED
o71
ith 6kVsuge pmeEtion.
Sample mmerclatrte: WPX1 LED P140K WOLT SPD6KV DDBXD
2. Bat@ry pack opt'ens only ecelable on WPXI and WPX2.
3. Bat@ry pack options rot available with 3a7V and PE options.
INSTALLRpN
WP% nbamounteddlracrlyow,as4ndardelacrriu1jund,onboa. Tfirea1/2—hconduitpm6
ntbee weallorvf—effe-ounduit no Atwo on the back sudare all pokathrough
conduit ringo sudacesthatdonther electriuljund,onboa. Wiring can be made'm the
'mtegall on, cum,—mum In all cea WPX Ira only recommended for Imollatlonm with LEDs
facing d—nwards.
USTINLa
CSA Wnified to meet U.5 and Gnadian ebndana soluble fm vel loutione. IPM Tied.
DesignLigh%C nwniumO(DLQqualifiedprodud. Notallvereionedthleprodudma,w DLC
qualified. Plaaeeheekthe DLCOualified Produde Lig at wwry des onl'ohn o VQPLW wnPom
wnch-monsaa,al,fied. Intamarlonal DekSky /w,unanicn(IDN Fgre Seal of/ppowll
(FmE,a wandbla for all r-oca on ins page all no X03b color tamperaure only
WARRANTY
S -mc
a....tkmHD,,m C,—m,ew anmtenrneeneda
a�l�dmmd:.ro /euammcm��our ancmn and rommtmmaaanw
Nob: Actual perbrmance may dills m a vault of and— endmnmant and anchmeion
All value aradaign or lypiul value, mamured under IaW raorywnditionaat2SC.
Speoifiunons subject W change w,thout notice.
'. L/MUMA WPX LED
Rev. Q/31/21
One Utdonia Way • Conyers, Georgi a 30012 • Phone: 1,800.105,5ERV 931W • goo,.tuhoma cora
_ LlGNT/NG
0XI1 Acuity aro nc� Dg in ng, l no AI ,ghtm,waned.
COMMERCIALOUTDODR
TALL PINES 30TH STREET PROJECT
NEW WAV ELECTRIC, INC.
- P
TYPE "W2"LITHONIA#WPX2-LED-40K-MVOLT-E4WH-DDBXS
Electrical Load
Projected LED Lumen Maintenance
Data refererces the estapdated W-formarce prejecbre in a 25
ambient based on 6,M burs of LED @song(traded per IESNA WM 06
and pressaW per IESNA TW21-11).
To calculate LLF, use the lumen malmenswe factor that corresponds to the
desired number d operaoig burs below. For other lumen maloteianne
nGrn
Operating H ours ®®®
I 3PF
105
Lumen Ead=== ===
toOW
i1W
iWW
7WR3
WWI LED Pt
i1W
0.09
OAS
OAS
ox
0.03
W➢Xt LED P2
241`
0.200.12
1.00
0.10
0AoA1
0.99
WPX2
4M
0.39
OA
LLID
0.17
014
WPM
69W
am
om
OID
OSS
LLID
Projected LED Lumen Maintenance
Data refererces the estapdated W-formarce prejecbre in a 25
ambient based on 6,M burs of LED @song(traded per IESNA WM 06
and pressaW per IESNA TW21-11).
To calculate LLF, use the lumen malmenswe factor that corresponds to the
desired number d operaoig burs below. For other lumen maloteianne
nGrn
Operating H ours ®®®
I 3PF
105
Lumen Ead=== ===
toOW
i1W
HID Replacement Guide
I 3PF
105
5T
toOW
i1W
iWW
7WR3
24W
Bow
4M
400W
60
Lumen Ambient Temperature
(LAT) Multipliers
Usethese factors to determine relative
lumen output for a+emge ambent
OT
I 3PF
105
5T
41-F
IAN
lox
SRF
1.03
15%
5RF
1.02
IDY
WE
1.01
Z%
]PF
1.00
30%
WE
0.99
35%
9VF
0.98
40Y
iW°F
0.91
Emergency Egress Battery Packs
The emergency battery bttkup 6 integral to the luminaire—no external housing or back
box is required. The emergency battery will power the luminaire for a minimum duration of
%minutes and deliver minimum initial output of 553lumens. Both battery pack options are
CEC Compliant.
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