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D_Lindbergh_High_School_Field_Improvements_250610_Final
A. ADMINISTRATIVE REPORT & DECISION
Decision: APPROVED APPROVED SUBJECT TO CONDITIONS DENIED
Report Date: June 11, 2025
Project File Number: PR25-000018
Project Name: Lindbergh High School Field Improvements
Land Use File Number: LUA25-000051, SA-A, V-A
Project Manager: Alex Morganroth, Principal Planner
Owner: Renton School District No. 403, Matthew Feldmeyer, Executive Director,
Capital Planning and Construction, 300 SW 7th St, Renton, WA 98057
Applicant: Shona Bose, 2111 Pacific Ave, Ste 100, Tacoma, WA 98402
Contact: Andrew Hollenback, 300 SW 7th St, Renton WA 98057
Project Location: 16426 128th Ave SE (APN 2823059004)
Project Summary: The applicant, the Renton School District, is requesting Administrative Site
Plan Review and a setback Variance in order to make physical improvements
to the existing baseball and softball fields (one of each) at the Lindberg High
School campus. The existing high school building is approximately 241,496 sq.
ft. in size and is located on a 37.25-acre site at 16426 128th Ave SE (APN #
2823059004). The site is located in the Residential-6 (R-6) du/ac zoning district
and has a Comprehensive Plan Land Use Designation of Residential Medium
Density (RMD). Improvements proposed include new synthetic turf on both
fields, new dugouts, new field lighting, a 4,000 sq. ft. batting cage/storage
building, new scoreboards, a new public address system, additional
hardscaping, and stormwater improvements. According to City of Renton
(COR) Maps, a high seismic hazard area, steep slopes, and wetlands are
mapped on the site. No trees are proposed for removal. The project would
result in more than 5,000 sq. ft. of new or replaced impervious surface. The
applicant submitted a drainage report, geotechnical report, and SEPA
Checklist to evaluate the application.
Site Area: 37.25 acres
Project Location Map
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
City of Renton Department of Community & Economic Development Administrative Staff Report
Lindbergh High School Field Improvements LUA25-000051, SA-A, V-A
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B. EXHIBITS:
Exhibit 1: Administrative Decision
Exhibit 2: Neighborhood Detail Map
Exhibit 3: Drawing Set (Site Plan, Drainage Control Plan, Conceptual Grading Plan, Floor Plan,
and Exterior Elevations)
Exhibit 4: SEPA Determination of Non-Significance (DNS) issued by the Renton School
District, published date February 6, 2025
Exhibit 5: Variance Request Justification
Exhibit 6: Subsurface Exploration and Preliminary Geotechnical Engineering Report, prepared
by Associated Earth Sciences, Inc., dated January 8, 2001
Exhibit 7: Technical Information Report, prepared by Jacobson Consulting Engineers, dated
December 19, 2024
Exhibit 8: Wetland Delineation and Fish and Wildlife Habitat Report, prepared by Theresa R.
Dusek, dated September 2010 and revised February of 2011
Exhibit 9: Advisory Notes
C. GENERAL INFORMATION:
1. Owner(s) of Record: Renton School District No. 403, Matthew Feldmeyer,
Executive Director, Capital Planning and
Construction, 300 SW 7th St, Renton, WA 98057
2. Zoning Classification: Residential-6 (R-6)
3. Comprehensive Plan Land Use
Designation:
Residential Medium Density (RMD)
4. Existing Site Use: Public K-12 Educational Institution (High School)
5. Critical Areas: High Seismic Hazard, Steep Slopes, and Wetlands
6. Neighborhood Characteristics:
a. North: Single-family residential; Residential-6 (R-6) zone;
Residential Medium Density (RMD)
b. East:
Single-family residential; Residential-6 (R-6) zone
(King County Zoning); Residential Medium Density
(RMD)
c. South: Religious Institution; Residential-6 (R-6) zone;
Residential Medium Density (RMD)
d. West: Single-family residential; Residential-6 (R-6);
Residential Medium Density (RMD)
7. Site Area: 37.25 acres
D. HISTORICAL/BACKGROUND:
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
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Action Land Use File No. Ordinance No. Date
Benson Hill Annexation A-06-002 5327 03/01/2008
Administrative Variance LUA09-037 N/A 04/10/2009
Administrative Site Plan
Review
LUA11-012 N/A 04/27/2011
Critical Areas Exemption LUA14-001101 N/A 08/25/2014
Site Plan Modification to
LUA11-012
LUA17-000198 N/A 04/28/2018
Hearing Examiner Site Plan
Review
LUA22-000106 N/A 05/10/2022
Comprehensive Plan N/A 6153 12/09/2024
Zoning N/A 6154 12/09/2024
E. PUBLIC SERVICES:
1. Existing Utilities
a. Water: Water service to the site is provided by Soos Creek Water and Sewer.
b. Sewer: Sewer service to the site is provided by Soos Creek Water and Sewer.
c. Surface/Storm Water: There is an 18-inch (18”) concrete stormwater main in 128th Ave SE west
of the subject property frontage located along the east flowline of the existing roadway. The
stormwater main drains north to SE 164th St before extending to the west. The site topography
slopes from slight to moderate generally from the middle of the site to either the northwest or
southeast.
2. Streets: The site fronts 128th Ave SE, a Collector Arterial Road with an existing right-of-way (ROW)
width of 60 feet (60’) along the west property line.
3. Fire Protection: Renton Regional Fire Authority (RRFA)
F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE:
1. Chapter 2 Land Use Districts
a. Section 4-2-020: Purpose and Intent of Zoning Districts
b. Section 4-2-060: Zoning Use Table – Uses Allowed in Zoning Designations
c. Section 4-2-110: Residential Development Standards
2. Chapter 3 Environmental Regulations and Overlay Districts
a. Section 4-3-050: Critical Area Regulations
3. Chapter 4 City-Wide Property Development Standards
4. Chapter 6 Streets and Utility Standards
a. Section 4-6-060: Street Standards
5. Chapter 9 Permits – Specific
a. Section 4-9-200: Master Plan and Site Plan Review
b. Section 4-9-250: Variances, Waivers, Modifications, and Alternates
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
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6. Chapter 11 Definitions
G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN:
1. Land Use Element
2. Capital Facilities
H. FINDINGS OF FACT (FOF):
1. The Planning Division of the City of Renton accepted the above master application for review on
February 25, 2025 and determined the application complete on February 28, 2025.
2. The project site is located at 16426 128th Ave SE (APN 2823059004). The project site is currently
developed with the Lindbergh High School campus (Exhibit 2).
3. Access to the site would remain via three (3) existing driveways off of 128th Ave SE.
4. A total of 332 existing parking stalls are located on the site including 199 student stalls, 105
employee stalls, and 28 visitor stalls. Additionally, 24 uncovered bicycle parking spaces are
provided onsite near the front building entrance. No changes to parking are proposed.
5. The project proposes new synthetic turf on the baseball and softball fields, new dugouts, new field
lighting, a 4,000 sq. ft. batting cage/storage building, new scoreboards, a new public address system,
additional hardscaping, and stormwater improvements. The batting cage structure includes a partial
roof, chain-link fencing along the batting area, and a storage area with garage style doors. The total
roof coverage of the proposed structure is approximately 40 feet by 100 feet (40’ x 100’) or 4,000 sq.
ft., with only approximately 800 sq. ft. of fully enclosed space comprising the lockable storage area
(Exhibit 3).
6. The property is located within the Residential Medium Density (RMD) land use designation.
7. The property is located within the Residential-6 (R-6) zoning district.
8. The site topography slopes from slight to moderate generally from the middle of the site to either
the northwest or southeast.
9. No trees are proposed for removal.
10. The site is mapped with sensitive and steep slopes, a high seismic hazard, and wetlands (Category
III and IV).
11. Approximately 13,000 cubic yards (CY) of fill and 13,000 CY of excavation is proposed.
12. The applicant is proposing to begin construction in summer of 2025 and end in the fall of 2025.
13. No other public or agency comments were received.
14. The Renton School District acted as lead agency for the State Environmental Policy Act (SEPA)
Review for the project. On February 6, 2025, the Renton School District issued a Mitigated
Determination of Non-Significance (DNS) for the Lindbergh High School Field Improvements project
(Exhibit 4). A 14-day comment period commenced on February 6, 2025 and ended on February 20,
2025. No comments were received on the threshold determination according to the Renton School
District.
15. Representatives from various city departments have reviewed the application materials to identify
and address issues raised by the proposed development. These comments are contained in the
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official file, and the essence of the comments has been incorporated into the appropriate sections
of this report and the Departmental Recommendation at the end of this report.
16. Comprehensive Plan Compliance: The site is designated Residential Medium Density (RMD) on the
City’s Comprehensive Plan Map. The purpose of the RMD designation is to allow areas that can
support high-quality, compact, urban development with access to urban services, transit, and
infrastructure, whether through new development or through infill development. The proposal is
compliant with the following development standards if all conditions of approval are met:
Compliance Comprehensive Plan Analysis
✓
Policy LU-2: Support compact urban development to improve health outcomes,
support transit use, maximize land use efficiency, and maximize public investment
in infrastructure and services.
✓ Goal LU-BB: Ensure new development supports a high quality of life with design
that is functional and attractive.
✓ Goal LU-FF: Strengthen the visual identity of Renton and its Community Planning
Areas and neighborhoods through quality design and development.
✓
Policy LU-48: Respond to specific site conditions such as topography, natural
features, and solar access to encourage energy savings and recognize the unique
features of the site through the design of subdivisions and new buildings.
✓
Policy CF-12: Coordinate with federal, state, regional and local jurisdictions,
private industry, businesses and citizens in the planning, design and development
of facilities serving and affecting the community.
17. Zoning Development Standard Compliance: The site is classified Residential-6 (R-6) on the City’s
Zoning Map. The R-6 Zone is established for single-family residential dwellings and is intended to
implement the Residential Medium Density Comprehensive Plan Designation. The proposal is
compliant with the following development standards, as outlined in RMC 4-2-110.A, if all conditions
of approval are met:
Compliance R-6 Zone Development Standards and Analysis
N/A
Density (R-6): The allowed density range in the R-6 zone is a minimum of 3.0 to a
maximum of 6.0 dwelling units per net acre. Net density is calculated after the
deduction of sensitive areas, areas intended for public right-of-way, and private
access easements.
Staff Comment: Not applicable. No dwelling units are proposed.
✓
Lot Dimensions (R-6): The minimum lot size permitted in the R-6 zone is 7,000
sq. ft. A minimum lot width of 60 feet is required (70 feet for corner lots) and a
minimum lot depth of 90 feet is required.
Staff Comment: The subject property is approximately 1,622,609 sq. ft. or 37.25
acres in size. The property width is approximately 1,090 feet (1,090’) and the
property depth is approximately 1,300 feet (1,300’). The subject property exceeds
the minimum lot width, depth, and size standards.
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
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Compliant if
Variance
under FOF 19
is approved
Setbacks (R-6): The required setbacks in the R-6 zone are as follows: front yard
is 25 feet, side yard is combined 15 feet with not less than 5 feet on either side,
secondary front yard (applies to corner lots) is 25 feet, and the rear yard is 25 feet.
Staff Comment: Building setbacks for the primary school building are measured
from the exterior lines adjacent to the one (1) street frontage and three (3) shared
lot lines. The existing building has a front yard setback of approximately 320 feet
(320’) from the front property line (128th Ave SE). Side yard setbacks for the
existing building are approximately 175 feet (175’) (north) and 650 feet (650’)
(south). The rear yard setback (east) is approximately 238 feet (238’). Therefore,
the existing building complies with all setbacks for the R-6 zone.
The applicant has proposed the expansion of the four (4) existing dugouts on the
existing softball and baseball fields on the west side of the site between the
primary school building and 128th Ave SE. Each of the four (4) dugouts would be
expanded to a depth of eight feet (8’) and a width of 40 feet (40’) with fencing and
integrated windscreens. One (1) dugout proposed for expansion on the west side
of the softball field would encroach into the front yard setback (west)
approximately eight feet (8’). One (1) field light is also proposed within the
setback with a total encroachment of approximately 15 feet (15’). Therefore, the
applicant has requested a setback variance to allow the encroachments. Staff
has recommended approval of the requested setback variance with analysis
found under FOF 19. If the variance is approved, the existing and new
improvements on the site would comply with all setbacks for the R-6 zone.
N/A
Landscaping: The City’s landscape regulations (RMC 4-4-070) require a 10-foot
landscape strip along all public street frontages. Additional minimum planting
strip widths between the curb and sidewalk are established according to the
street development standards of RMC 4-6-060. Street trees and, at a minimum,
groundcover, shall be planted within planting strips pursuant to standards set
forth in RMC 4-4-070F.2.
Nonresidential Development in a Residential Zone: A fifteen-foot (15') wide
partially sight-obscuring landscaped visual barrier, or ten-foot (10') wide fully
sight-obscuring landscaped visual barrier, is required along common property
lines.
Parking Lots: Vehicle parking lots shall meet minimum landscape standards:
All parking lots shall have perimeter landscaping as provided in RMC 4-4-070H.4.
Perimeter landscaping may not substitute for interior landscaping.
Interior Parking Lot Landscaping: Surface parking containing between 51-99
parking spaces shall provide a minimum landscape area of 25 square feet per
parking space. Interior parking lot landscaping dimensions are stipulated in RMC
4-4-070H.5.
Storm Drainage Facility Landscaping: A landscaping strip with a minimum
fifteen feet (15') of width shall be located on the outside of the fence, unless
otherwise determined through the site plan review or subdivision review process.
The landscape strip shall be located entirely within the boundaries of the storm
drainage facility tract when associated with a subdivision.
Transitional Landscaping: When a non-residential zone or use is abutting a less
intense residential zone: A fifteen-foot (15') wide partially sight-obscuring
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
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landscaped visual barrier, or ten-foot (10') wide fully sight-obscuring landscaped
visual barrier, is required along the common property line.
Staff Comment: Per RMC 4-4-070B.1, the landscaping requirements are not
applicable to additions to existing buildings that increase the gross square
footage of the building by less than one-third (1/3), or other changes in the use of
a property or remodel of a structure that requires improvements equal to or
greater than fifty percent (50%) of the assessed property valuation. The proposed
project consists of sports field improvements and multiple small structures such
as dugouts, storage/batting cage building, scoreboards, etc., that would not
expand the building’s gross square footage by more than one-third (1/3) and
would not change the property's use or intensity. Additionally, the project does
not increase the school’s capacity and no trees or significant vegetation is
proposed for removal. Therefore, compliance with the landscaping regulations is
not required as outlined in RMC 4-4-070.
Compliant if
condition of
approval is
met
Tree Retention: For residential or institutional development, the City’s adopted
Tree Retention and Land Clearing Regulations (4-4-130) require the retention of
30 percent of trees. Tree credit requirements shall apply at a minimum rate of
thirty (30) credits per net acre based on values for existing or new trees as
provided in RMC 4-4-130H.1.b.v.
Significant trees shall be retained in the following priority order:
Priority One: Landmark trees; significant trees that form a continuous canopy;
significant trees on slopes greater than twenty percent (20%); significant trees
adjacent to critical areas and their associated buffers; and significant trees over
sixty feet (60') in height or greater than eighteen inches (18") caliper.
Priority Two: Healthy tree groupings whose associated undergrowth can be
preserved; other significant native evergreen or deciduous trees; and other
significant non- native trees.
Priority Three: Alders and cottonwoods shall be retained when all other trees
have been evaluated for retention and are not able to be retained, unless the
alders and/ or cottonwoods are used as part of an approved enhancement
project within a critical area or its buffer.
Staff Comment: Due to limited impacts to trees on the project site and no tree
removal proposed, the applicant requested a waiver from providing an arborist
report, tree retention worksheet, and tree retention plan. The applicant made the
request, to which staff concurred, prior to formal land use application.
Based on the submitted documents, staff could not verify compliance with the
tree density standards. Therefore, staff recommends as a condition of approval,
that the applicant shall provide documentation of compliance with the tree
density requirements, or plant new supplement trees on the site in order to
achieve the minimum tree density of 30 credits per net acre. The species and
locations of the trees shall be indicated on a landscape plan submitted to the
Current Planning Project Manager. Alternatively, the applicant may pay into the
city’s Urban Forestry Program fund as a fee-in-lieu of providing additional
supplemental trees or propose a mix of new supplemental trees and payment of
a fee-in-lieu. The applicant shall submit a landscape plan or fee-in-lieu request
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
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for review and approval by the Current Planning Project Manager prior to
issuance of the building permit application.
All retained trees (i.e., protected trees) would be required to be protected during
construction pursuant to itemized standards set forth in RMC 4-4-130H.9.
✓
Parking: The parking regulations, RMC 4-4-080, require a specific number of off-
street parking stalls be provided based on the number of employees and number
of busses to be parked onsite.
Staff Comment: The following ratios would be applicable to the site:
Use Ratio Required
Spaces
Senior
High
School
A minimum and maximum of one (1) per
employee and one (1) per every ten (10)
students one (1) off-street parking space for
each bus of a size sufficient to park each bus.
226 (based on
111 employees
and 1,100
students)
According to RMC 4-4-080, the enlargement or remodeling of an existing building
or structure by less than one-third (1/3) of the total area of the building or
structure is not required to comply with the parking, loading, and driveway
standards. According to the applicant, the total number of employees and
students at the school would not change as a result of the project. Approximately
332 parking stalls are currently located on the site including 199 student stalls,
105 employee stalls, and 28 guest stalls. Based on a total of 111 employees and
an average enrollment of 1,100 students each year, the applicant is required to
provide 226 total parking stalls in order to meet code. Existing parking spaces for
bus drop-off and pick-up services are located near the main entrance of the
school. The parking conforms to the minimum requirements for drive aisle,
parking stall, dimensions and the provision of ADA accessible parking stalls.
An existing school bus load and unload area is located off of 128th Ave SE
between the south parking lot and pool building. The bus loading area would not
be changed as a result of the project.
Per RMC 4-4-080F.11, the number of bicycle parking spaces shall be at least
equal to ten percent (10%) of the number of required off-street vehicle parking
spaces. The school has 24 existing uncovered bicycle parking spaces, exceeding
the minimum requirement.
✓
Refuse and Recyclables: Per RMC 4-4-090, office, educational and institutional
developments require a minimum of 2 square feet per every one thousand
(1,000) square feet of building gross floor area be provided for recyclables
deposit areas and a minimum of four (4) square feet per one thousand (1,000)
square feet of building gross floor area shall be provided for refuse deposit areas.
A total minimum area of one hundred (100) square feet shall be provided for
recycling and refuse deposit areas. Outdoor refuse and recyclables deposit
areas and collection points shall not be located within fifty feet (50') of a lot zoned
residential, except by approval through the site development plan review
process, or through the modification process if exempt from site development
plan review. The gate opening for any separate building or other roofed structure
used primarily as a refuse or recyclables deposit area/collection point shall have
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a vertical clearance of at least eleven (11’) feet but shall not exceed fourteen (14')
feet.
Staff Comment: The project would not result in an increase of students or staff
and no changes to the existing refuse and recycling area is proposed. The
enclosure is located adjacent to the northeast side from the building and
complies with the 50-foot (50’) separation from residential lots.
✓
Fences and Retaining Walls: For commercial, industrial, and nonresidential
uses, a maximum of eight feet (8') anywhere on the lot provided the fence,
retaining wall or hedge does not stand in or in front of any required landscaping
or pose a traffic vision hazard.
Staff Comment: The applicant has proposed new fencing and a retaining wall to
be incorporated into the facades of the new batting cage and storage building.
While both the fencing and retaining wall exceed the eight-foot (8’) height
maximum for non-residential uses in the zone, they are not proposed as
standalone features and therefore were evaluated as part of the batting cage and
storage building, which complies with the development standards for the R-6
zone. Any additional new fences or retaining walls proposed shall comply with
the fence and wall standards in RMC 4-4-040.
Compliant if
conditions of
approval are
met
Screening: All onsite surface-mounted utility equipment shall be screened from
public view. Screening shall consist of equipment cabinets enclosing the utility
equipment, solid fencing or a wall of a height at least as high as the equipment it
screens, or a landscaped visual barrier allowing for reasonable access to
equipment. Equipment cabinets, fencing, and walls shall be made of materials
and/or colors compatible with building materials. All operating equipment
located on the roof of any building shall be enclosed so as to be screened from
public view.
Staff Comment: The applicant did not provide details of roof or surface-mounted
equipment and/or screening identified for such equipment with the land use
application. Therefore, staff recommends, as a condition of approval, if new
surface-mounted equipment is proposed, the applicant shall submit a surface-
mounted utility plan that includes cross-section details with the civil
construction permit application. The applicant shall work with franchise utilities
to ensure, as practical, utility boxes are located out of public ROW view, active
common open spaces, and they shall not displace required landscaping areas.
The plan shall provide and identify screening measures consistent with the
overall design of the development. The surface-mounted utility plan shall be
reviewed and approved by the Current Planning Project Manager prior to permit
issuance. In addition, staff recommends as a condition of approval, if new
rooftop mounted equipment is proposed, the applicant shall be required to
submit a rooftop equipment exhibit with the elevation plans associated with the
building permit application. The exhibit shall provide cross-section details and
identify proposed rooftop screening that is integral and complementary to the
architecture of the buildings. The exhibit shall be reviewed and approved by the
Current Planning Project Manager.
18. Site Plan Review: Pursuant to RMC 4-9-200B, Site Plan Review is required for all K-12 educational
institutions regardless of zone. Site Plan applications are evaluated for compliance with the specific
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requirements of the RMC 4-9-200E.3 and the following table contains project elements intended to
comply with level of detail needed for Site Plan requests:
Compliance Site Plan Criteria and Analysis
✓
a. Comprehensive Plan Compliance and Consistency.
Staff Comment: See previous discussion under FOF 16, Comprehensive Plan
Compliance.
Compliant
if
conditions
of approval
are met
b. Zoning Compliance and Consistency.
Staff Comment: See discussion under FOF 17, Zoning Development Standard
Compliance.
N/A
c. Design Regulation Compliance and Consistency.
Staff Comment: The Residential Design and Open Space Standards are not
applicable to senior high educational institutions located in the R-6 zone.
N/A
d. Planned action ordinance and Development agreement Compliance and
Consistency.
Staff Comment: Not applicable. The subject property is not located in a Planned
Action Ordinance area and a Development Agreement is not proposed.
Compliant
if condition
of approval
is met
e. Off-site Impacts.
Structures: Restricting overscale structures and overconcentration of
development on a particular portion of the site.
Staff Comment: The proposed improvements are primarily limited to various field
upgrades and the addition of a batting cage structure within an existing athletic
area of the Lindbergh High School campus. The upgrades include converting the
natural turf fields to synthetic turf, installing underground stormwater detention,
adding a covered batting cage and storage structure, expanding the dugouts, and
replacing the field lighting system with full-cutoff LED fixtures. The proposed
batting cage structure is modest in size compared to the primary school building
with approximately 4,000 sq. ft. of roof coverage, approximately 800 sq. ft. of
enclosed area, and a maximum height of fourteen feet, eight inches (14’ 8”). The
batting cage would be located adjacent to the existing ballfields, within an area
already developed for recreational use. The ten (10) new light poles, ranging from
60 feet to 90 feet (60’ to 90’) in height, are intended to improve field visibility while
minimizing light spill to surrounding properties. These improvements are set well
within the interior of the site and do not encroach onto residential property lines.
No trees would be removed, and no off-site improvements are proposed. As a
result, the project maintains compatibility with the surrounding residential
neighborhood and would not result in an overscaled development or an
overconcentration of structures in any one area of the high school campus.
Circulation: Providing desirable transitions and linkages between uses,
streets, walkways and adjacent properties.
Staff Comment: See “Internal Circulation” under criterion ‘g’ below for analysis.
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Utilities, Loading and Storage Areas: Locating, designing and screening
storage areas, utilities, rooftop equipment, loading areas, and refuse and
recyclables to minimize views from surrounding properties. Locate utilities
underground consistent with RMC 4-6-090.
Staff Comment: The applicant has not proposed any changes to the trash and
recyclables area and no new rooftop equipment. See additional analysis under
FOF 17, Zoning Development Standard Compliance: Refuse and Recycling and
Screening.
Views: Recognizing the public benefit and desirability of maintaining visual
accessibility to attractive natural features.
Staff Comment: The proposed improvements to the baseball and softball fields are
located within a well-developed portion of the campus and do not involve the
construction of large buildings or vertical structures that would obstruct existing
views. The batting cage structure is modest in scale with a maximum height of less
than 15 feet (15’) and would be sited adjacent to the fields, while the new field
lighting is designed with full-cutoff LED fixtures to reduce visual impact. Given the
site's topography and the existing development pattern, the improvements would
not block or interfere with any prominent views or natural features in the
surrounding area. As such, the proposal is not expected to significantly affect
visual accessibility to any attractive or valued natural features.
Landscaping: Using landscaping to provide transitions between development
and surrounding properties to reduce noise and glare, maintain privacy, and
generally enhance the appearance of the project.
Staff Comment: Existing mature trees on the north, east, and south sides of the
site’s perimeter provide screening between the school campus and the
surrounding residential uses. Street trees planted approximately ten (10) years ago
along 128th Ave SE, adjacent to the baseball and softball fields, provide visual
screening and moderate noise attenuation, which will improve as the trees
continue to mature. Other natural features such as wetlands and their associated
buffers provide additional transition area between the school site and surrounding
properties.
Lighting: Designing and/or placing exterior lighting and glazing in order to avoid
excessive brightness or glare to adjacent properties and streets.
Staff Comment: The applicant has proposed ten (10) new field lights including four
(4) on the softball field and six (6) on the baseball field. Pole heights vary from 60
feet to 90 feet (60’ to 90’) tall. Mature vegetation along the north, east and south
edges of the site help screen the existing residences and limit light impacts.
Properties across 128th Ave SE would be the most exposed to new light impacts as
the street trees in front of the school site and adjacent to the fields are significantly
shorter than the proposed lighting. According to the applicant, the proposed
lighting would be Light Emitting Diode (LED), full cutoff and shielded in order to
prevent light spillage and limit impacts to nearby residences. In addition, according
to the applicant, lighting would only be used until 10:00 pm. However, in order to
ensure the residences adjacent to the site are not impacted by light spillage, staff
recommends as a condition of approval, the applicant shall submit a photometric
plan with light fixture specifications. The plan and specifications shall be reviewed
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and approved by the Current Planning Project Manager prior to issuance of the civil
construction permit.
✓
f. On-site Impacts.
Structure Placement: Provisions for privacy and noise reduction by building
placement, spacing and orientation.
Staff Comment: The proposed improvements at Lindbergh High School are
thoughtfully sited within an established portion of the campus dedicated to athletic
uses. The new batting cage structure and proposed lighting poles are oriented
toward the interior of the site and adjacent to existing ballfields, maintaining a large
buffer from nearby residential properties. The structure’s placement and the open
nature of the surrounding uses preserve visual separation and minimize noise and
privacy impacts. Additionally, the fields are located at a lower elevation than
surrounding residential areas, which further reduces potential noise transmission.
With no proposed changes to classroom buildings or other on-site facilities, and
no structures placed near shared property lines, the project preserves existing
privacy and minimizes impacts through careful orientation and placement.
Structure Scale: Consideration of the scale of proposed structures in relation
to natural characteristics, views and vistas, site amenities, sunlight, prevailing
winds, and pedestrian and vehicle needs.
Staff Comment: The scale of the proposed improvements, including the batting
cage structure and new field lighting poles, is appropriate given the existing use and
setting of the site. The Lindbergh High School campus is expansive at 37.25 acres,
and the improvements are confined to an approximately 5.73-acre athletic area
already developed with baseball and softball fields. The open character of the site
and the nature of the proposed structures, which are utilitarian and support
outdoor recreational use, ensure compatibility with the natural topography and do
not obstruct views. The light poles, while are taller than surrounding features, are
designed with full-cutoff fixtures to direct illumination downward and avoid light
spill (see recommended condition of approval above related to light spillage). The
batting cage structure is modest in size, relative to the scale of the school’s
campus and is located away from pedestrian and vehicular circulation paths. As
designed, the improvements maintain the functional character of the school
grounds and are scaled appropriately for the site and its surroundings.
Natural Features: Protection of the natural landscape by retaining existing
vegetation and soils, using topography to reduce undue cutting and filling, and
limiting impervious surfaces.
Staff Comment: The proposed improvements have been designed to minimize
impacts to the natural landscape. No tree removal is proposed as part of the
project, and the work area is limited to existing developed athletic fields, which are
already cleared and graded for active use. The conversion of the natural turf fields
to synthetic turf would reduce long-term maintenance needs and is supported by
an underground stormwater detention system designed to manage runoff
effectively. The use of cork and sand infill further reduces environmental impact by
avoiding rubber-based materials. Overall, the project avoids unnecessary grading
or expansion into undeveloped areas, limits the creation of new impervious
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surface, and preserves existing vegetation and site topography outside of the
immediate improvement area.
Reducing Parking Impervious Areas: Design parking areas to minimize
impervious surfaces, including but not limited to: (1) breaking up parking areas
and directing stormwater flows to multiple low impact development features
such as bioretention areas; (2) locating parking near trees to provide storm
water uptake; (3) retaining or adding vegetation to parking areas; (4) placing
existing parking that exceeds maximum parking ratios in permeable pavement
designed consistent with the Surface Water Design Manual in RMC 4-6-030;
and (5) using other low impact development techniques consistent with RMC
4-6-030.
Staff Comment: No expansions of the existing surface parking areas are proposed.
Landscaping: Use of landscaping to soften the appearance of parking areas,
to provide shade and privacy where needed, to define and enhance open
spaces, and generally to enhance the appearance of the project. Landscaping
also includes the design and protection of planting areas so that they are less
susceptible to damage from vehicles or pedestrian movements.
Staff Comment: Existing landscaping is located in the parking lots on the site in the
form of interior islands and perimeter buffers. No changes to the existing parking
lots are proposed.
✓
g. Access and Circulation.
Location and Consolidation: Providing access points on side streets or
frontage streets rather than directly onto arterial streets and consolidation of
ingress and egress points on the site and, when feasible, with adjacent
properties.
Staff Comment: The site is currently accessed via three (3) existing driveways off of
128th Ave SE, the site’s only street frontage. No changes to the access points on
the site are proposed.
Internal Circulation: Promoting safety and efficiency of the internal
circulation system, including the location, design and dimensions of vehicular
and pedestrian access points, drives, parking, turnarounds, walkways,
bikeways, and emergency access ways.
Staff Comment: The applicant does not propose any significant changes to the
site’s existing vehicular and pedestrian circulation. The existing site allows for
adequate vehicle and pedestrian access via internal driveways and pedestrian
linkages connecting the track area, pool building, both parking lots, and the main
school building. The project does include a minor circulation improvement in the
form of a paved pedestrian pathway connecting the field dugouts with the locker
rooms in the gymnasium building.
Loading and Delivery: Separating loading and delivery areas from parking and
pedestrian areas.
Staff Comment: No changes to the loading and delivery areas are proposed.
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Transit and Bicycles: Providing transit, carpools and bicycle facilities and
access.
Staff Comment: Per RMC 4-4-080F.11.a bicycle parking spaces are required at ten
percent (10%) of the number of required off-street parking spaces. See FOF 16:
Zoning Standards; Parking for analysis.
King County Metro Transit provides bus service in the vicinity of the project site with
the closest stops served by Route 148 and Route 102. Route 148 has a stop located
approximately 0.5 miles northeast of the site at the SE 164th St/128th Ave SE
intersection (south of the 128th Pl SE intersection). There are also stops, served by
Route 102, located about 0.7 miles to the south of the site at the 128th Ave SE and
SE 169th Pl intersection. School bus transportation is provided to non-walkers
attending the existing high school.
Pedestrians: Providing safe and attractive pedestrian connections between
parking areas, buildings, public sidewalks and adjacent properties.
Staff Comment: See above under ‘Internal Circulation’ for additional analysis.
✓
h. Open Space: Incorporating open spaces to serve as distinctive project focal
points and to provide adequate areas for passive and active recreation by the
occupants/users of the site.
Staff Comment: Open space is currently provided on the site via multiple elements
including the various sports fields, grassy areas adjacent to the pedestrian
walkways, and on-site wetlands. No new significant open space is proposed as
part of the project and no existing open space would be eliminated.
✓
i. Views and Public Access: When possible, providing view corridors to
shorelines and Mt. Rainier, and incorporating public access to shorelines
Staff Comment: The improvements would not block view corridors to shorelines or
Mt. Rainier. The public access requirement is not applicable to the proposal.
✓
j. Natural Systems: Arranging project elements to protect existing natural
systems where applicable.
Staff Comment: The four (4) small wetlands located near the existing pool building
and outdoor track are located approximately 490 feet (490’) from the nearest point
of ground disturbance associated with the project. Neither the wetlands nor their
buffers would be impacted as a result of the project due to the separation
distance. Therefore, the elements associated with the project have been arranged
in a manner that protects natural systems as best as possible. See FOF 21: Critical
Areas for additional analysis.
✓
k. Services and Infrastructure: Making available public services and facilities to
accommodate the proposed use:
Police and Fire.
Staff Comment: Police and Fire Prevention staff indicated that sufficient resources
exist to furnish services to the proposed development, if the applicant provides
code required improvements and fees. A Fire Impact Fee based on amount per
square foot per the City of Renton Fee Schedule in effect at the time of building
permit application submittal would be applicable to the proposal. See Exhibit 9,
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Advisory Notes, for additional comments and recommendations from Fire
Prevention staff.
Water and Sewer.
Staff Comment: Water service to the site is provided by Soos Creek Water and
Sewer. No new water service connections are proposed and therefore a Certificate
of Water Availability was not submitted.
Sewer service to the site is provided by Soos Creek Water and Sewer. No new sewer
service connections are proposed and therefore a Certificate of Sewer Availability
was not submitted.
See Exhibit 9, Advisory Notes, for additional information and recommendations.
Drainage.
Staff Comment: The applicant has proposed approximately 151,449 sq. ft. of new
or replaced impervious surface. As such, the applicant submitted a Technical
Information Report, prepared by Jacobson Consulting Engineers, dated December
19, 2024 (Exhibit 7) with the submittal materials. Based on the city’s flow control
map, the site falls within the Flow Control Duration Standard area matching
Forested Site Conditions and is within the Lower Cedar River – Ginger Creek
Drainage Basin. The development is subject to a Full Drainage Review in
accordance with the 2022 Renton Surface Water Design Manual (RSWDM). All nine
(9) core requirements and the six (6) special requirements have been discussed in
the Technical Information Report.
There is an 18-inch (18”) stormwater main in 128th Ave SE west of the subject
property frontage located along the east flowline of the existing roadway. The
stormwater main drains north to SE 164th St before extending west. The site
contains a complex private storm drainage system consisting of conveyance pipes
and detention/retention structures straddling multiple basins. The applicant shall
ensure that any connections to those systems do not cause the conveyance and
detention capacities for the systems to be exceeded.
The proposed improvements would trigger a formal stormwater detention system
due to the project’s location within a flow control basin requiring duration matching
to forested site conditions. A “Stormtech” underground chamber system is
proposed and will be reviewed for compliance with Core Requirement #3 of the
2022 RSWDM during civil construction permit review. While the applicant is not
proposing water quality facilities under Core Requirement #8, claiming the use of
non-pollution-generating materials, synthetic turf is classified as pollution-
generating under the 2022 RSWDM. Therefore, the applicant must provide
supporting documentation such as manufacturer data or third-party analysis
demonstrating the cork infill qualifies as non-pollution generating. If this cannot be
demonstrated, water quality treatment meeting “enhanced basic” standards will
be required.
On-site BMPs under Core Requirement #9 must be evaluated in order of preference
based on feasibility. At this time, the applicant proposes only amended soils in
landscaped areas, with final BMP feasibility to be reviewed during civil permit
review. The project is not located within a flood hazard area, but the site does
contain regulated slopes and a complex private drainage network. Any new
connections must ensure adequate conveyance and detention capacity within
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these systems. A complete Technical Information Report (TIR) addressing all Core
and Special Requirements will be required to be submitted with the civil
construction permit application.
Core and Special Requirements must be addressed in the Final Technical
Information Report (TIR). See Exhibit 9, Advisory Notes, for additional comments.
The development is subject to a system development charge (SDC) for stormwater.
The 2025 SDC for stormwater is $0.94 per square foot of new impervious surface
area, but not less than $2,350.00. The fee that is current will be charged at the time
of construction permit issuance.
Transportation.
Staff Comment: The applicant contends the enrollment at the school would not
change as a result of the proposed improvements and therefore, no additional trips
would be created. City staff concurs with this assessment and concludes that a
formal Traffic Impact Analysis is not required.
The proposed development fronts 128th Ave SE along the west property line for a
length of approximately 1,100 feet (1,100’). 128th Ave SE is classified as a two-lane
Collector Arterial with parking and flush five-foot (5’) wide sidewalks on both sides.
The road has an existing right-of-way (ROW) width of approximately 60 feet (60’). In
order to meet the city’s complete street standards for Collector Arterial streets, the
minimum ROW is 83 feet (83’), necessitating approximately eleven and one-half
feet (11.5’) of ROW dedication in front of the site. In addition, half street
improvements would include a pavement width of 46 feet (46’) (23 feet [23’] from
centerline), a one half-foot ( 0.5’) wide curb, an eight-foot (8’) wide planting strip,
an eight-foot (8’) wide sidewalk, two feet (2’) of clear space at back of walk, and
street trees and storm drainage improvements.
In 2023, approximately 600 feet (600’) of frontage improvements were completed
as part of the Lindbergh High School Modernization project under civil construction
permit C22002856. These enhancements included new street lighting, ADA-
compliant upgrades, and the repositioning of sidewalk sections further from the
roadway while preserving existing mature trees.
Although the current project involves new construction valued over $175,000,
which triggers frontage improvement requirement, the applicant has indicated
their intent to request a waiver due to the recent substantial improvements made
within the past five (5) years. Staff will review the waiver separately which requires
Administrator approval prior to civil construction permit issuance.
N/A l. Phasing: The applicant is not requesting any phasing.
N/A
m. Stormwater: Providing optimal locations of stormwater infiltrating low impact
development facilities. Avoiding placement of buildings or impervious areas on
soils with infiltration capability to the maximum extent practicable.
Staff Comment: The applicant submitted a Subsurface Exploration and
Preliminary Geotechnical Engineering Report, prepared by Associated Earth
Sciences, Inc., dated January 8, 2001 (Exhibit 6) with the project application. The
report concludes that infiltration is not feasible on the site due to low permeability
of the soils which includes loose fill overlain dense lodgment till.
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19. Variance Analysis: The applicant is requesting a variance from RMC 4-2-110A to encroach
approximately 17 feet (17’) into the 25-foot (25’) front yard setback along 128th Ave SE to
accommodate improvements to the existing softball field (Exhibit 5). Portions of the existing
fencing, bleachers, and third base dugout currently encroach into the setback, and recent right-of-
way improvements and dedication have further reduced available space. Due to site constraints
and existing grading, relocating the field or associated amenities is not feasible. The expanded
dugout proposed on the east side of the softball field would be approximately 17 feet (17’) from the
west (front) property line at its closest point. Additionally, a field lighting pole is proposed in the
setback and would be located approximately eight feet (8’) from the front property line.
According to the applicant, the variance would allow for the expansion of the third base dugout to
meet ADA accessibility standards, installation of new fencing, benches, a metal roof, and a small
retaining wall. The applicant contends that granting the variance would enable necessary upgrades
to enhance accessibility, safety, and overall field usability without negatively impacting adjacent
properties. The proposed lighting system is designed to prevent light spill and glare, and the
improvements will support community recreation opportunities.
The proposal is compliant with the following variance criteria, pursuant to RMC 4-9-250B.6.
Therefore, staff recommends approval of the requested variance.
Compliance Variance Criteria and Analysis
✓
a. That the applicant suffers practical difficulties and unnecessary hardship
and the variance is necessary because of special circumstances
applicable to subject property, including size, shape, topography, location
or surroundings of the subject property, and the strict application of the
Zoning Code is found to deprive subject property owner of rights and
privileges enjoyed by other property owners in the vicinity and under
identical zone classification.
Staff Comment: The applicant is requesting a variance from the 25-foot (25’) front
yard setback standard along 128th Ave SE due to practical difficulties and unique
circumstances specific to the Lindbergh High School site. The existing softball
field and associated amenities, including fencing, bleachers, and the third base
dugout, were constructed prior to recent right-of-way improvements that have
further reduced the available setback area. Strict application of the current
setback requirement would require substantial reconfiguration or relocation of
the softball field and its infrastructure, which is not feasible due to existing site
constraints including topography, limited field area, location of existing
stormwater and pedestrian infrastructure, and presence of wetlands on the site.
Staff concurs that the proposed improvements, including the ADA-compliant
dugout expansion and the installation of a new lighting pole in the setback, are
necessary to ensure the field remains functional, accessible, and safe for school
and community use. Other properties in the vicinity and within the same R-6
zoning classification are not similarly constrained by the presence of established
athletic fields or the need to retrofit aging infrastructure to current standards.
Therefore, strict enforcement of the setback would deprive the school of the
reasonable use and modernization of its athletic facilities, a right and privilege
expected by current and future students at the school. As such, the variance is
warranted due to the unique circumstances of the site and the hardship imposed
by the code’s application.
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✓
b. That the granting of the variance will not be materially detrimental to the
public welfare or injurious to the property or improvements in the vicinity and
zone in which subject property is situated.
Staff Comment: The applicant contends that granting the requested variance
would not be materially detrimental to the public welfare or injurious to nearby
properties or improvements within the R-6 zoning district. The proposed
improvements within the front yard setback, including an expanded, ADA-
compliant dugout and a field lighting pole, are modest in scale and consistent with
the existing use of the site as a public high school with athletic facilities. These
elements are designed to improve accessibility, safety, and overall usability of the
softball field for both students and the community.
The proposed light pole would utilize modern LED fixtures with full cutoff housings
to minimize light spill and glare, thereby protecting adjacent properties from
potential visual impacts. The setback encroachments are limited to a small
portion of the field infrastructure and do not introduce any incompatible uses or
structures. As such, staff concurs that the improvements are not expected to
negatively impact surrounding residential properties or the character of the
neighborhood, and the variance would support continued use of the facility for
outdoor recreation and public benefit.
✓
c. That approval shall not constitute a grant of special privilege inconsistent with
the limitation upon uses of other properties in the vicinity and zone in which
the subject property is situated.
Staff Comment: Approval of the requested variance would not constitute a grant
of special privilege inconsistent with the limitations placed upon other properties
in the vicinity or within the R-6 zoning district. The applicant contends that the
variance is being sought due to unique circumstances specific to the Lindbergh
High School site, including the long-standing placement of the softball field
infrastructure, recent right-of-way dedications that further reduced the front yard
setback, and the infeasibility of relocating field elements due to site constraints
and topography.
Staff concurs that the improvements proposed within the setback are necessary
to bring the facilities up to modern safety and accessibility standards and do not
represent an intensification of use or a departure from the educational and
recreational function of the site. Similar accommodations would be available to
other public or institutional uses facing comparable constraints, and as such, the
variance does not create an unfair advantage or confer a special privilege
inconsistent with the zoning code.
✓
d. That the approval is a minimum variance that will accomplish the desired
purpose.
Staff Comment: The applicant contends that the requested variance represents
the minimum necessary deviation from the front yard setback standard to achieve
the project’s goals of improving accessibility, safety, and functionality of the
existing softball field. The encroachments into the setback area are limited to
essential elements, including the ADA-compliant expansion of the third base
dugout and a strategically placed light pole necessary for proper field illumination.
Due to existing site constraints, including the established location of the field and
recent reductions in setback depth caused by right-of-way improvements,
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relocating these elements is not feasible without significant reconfiguration of the
entire field. Staff concurs that the proposed variance allows for targeted
improvements without overextending beyond what is required, ensuring that the
scope of the request is proportional and justified by the specific needs of the site.
20. Critical Areas: Project sites which contain critical areas are required to comply with the Critical
Areas Regulations (RMC 4-3-050). The proposal is consistent with the Critical Areas Regulations, if
all conditions of approval are met:
Compliance Critical Areas Analysis
Compliant
if condition
of approval
is met
Geologically Hazardous Areas: Based upon the results of a geotechnical report
and/or independent review, conditions of approval for developments may include
buffers and/or setbacks from buffers. A standard 15-foot building setback is
required for all structures from Protected Slope areas.
A 50-foot buffer and 15-foot building setback are required from Very High
Landslide Hazard Areas.
Staff Comment: The City of Renton (COR) mapping database identifies a high
seismic hazard, sensitive slopes (15-40%) and protected slopes (>40%) located
near the undeveloped area along the southeast edge of the project site. As such,
the applicant submitted a Subsurface Exploration and Preliminary Geotechnical
Engineering Report, prepared by Associated Earth Sciences, Inc., dated January 8,
2001 (Exhibit 6) with the project application. In the report, the consultant
acknowledges the presence of a high seismic hazard and steep slopes on the site.
The exploration utilized data from twelve (12) exploration borings advanced using
a hollow-stem auger on a track-mounted drill. Samples were obtained at six to
twenty-one and one-half foot (6 to 21.5’) depth intervals. Subsurface conditions
were found to encounter fill in depths ranging from two feet (2’) to nine feet (9’)
underlain by Vashon lodgment till consisting of very dense, unsorted, silty fine sand
with varying amounts of gravel. The findings of the exploration were identified to be
in agreement with the Geologic Map of the Renton Quadrangle which indicates the
site is underlain at shallow depths by Vashon lodgment till. Groundwater seepage
was not encountered during the data collection but is expected to be present
during the winter rainy season as it becomes trapped or ‘perched’ on top of the
Vashon lodgment till.
The potential for liquefaction was analyzed and was determined to be unlikely due
to the dense Vashon lodgment till found near the surface across a majority of the
report and is considered to be the result of a very large and rare seismic event. The
report provides standard recommendations for erosion control, but due to the lack
of identified hazard, does not make specific recommendations for earth
preparation outside of the standard control measures. The report also provides
specific recommendations related to site preparation, building foundations,
stormwater infrastructure design, and field turf materials design. As such, staff
recommends, as a condition of approval, that the project construction shall
comply with the recommendations found in the Subsurface Exploration and
Preliminary Geotechnical Engineering Report (Exhibit 6), prepared by Associated
Earth Sciences, Inc., dated October 1, 2021 and any future addenda.
Compliant
if condition
Wetlands: The following buffer requirements are applicable to wetlands in accordance
with RMC 4-3-050G.2:
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of approval
is met Wetland
Category Buffer Width
Structure
Setback beyond
buffer
High
Habitat
Function
(8-9 points)
Moderate
Habitat
Function
(5-7 points)
Low Habitat
Function
(3-4 points)
All
Other
Scores
15 ft.
Category I –
Bogs & Natural
Heritage
Wetlands
200 ft.
Category I – All
Others 200 ft. 150 ft. 115 ft. 115 ft.
Category II 175 ft. 150 ft. 100 ft. n/a
Category III 125 ft. 100 ft. 75 ft. n/a
Category IV 50 ft. n/a
Staff Comment: A Wetland Delineation and Fish and Wildlife Habitat Report,
prepared by Theresa R. Dusek, dated September 2010 and revised February of
2011 (Exhibit 8) was submitted with a previous land use application for another
project on the site approved in 2022 (Lindbergh HS Modernization and Additions,
LUA22-000106) . The report identified the presence of four (4) wetlands on the site,
identified as Wetlands A, B, C, and D in the report. In addition, the applicant also
submitted a Wetland Rating Update with the previous application, prepared by
Theresa R. Dusek, dated December 30, 2021 (Exhibit 8). The Wetland Rating
Update concurred with the delineations in the original report, but updated the
categorizations based on the most recent 2014 Wetland System for Western
Washington now incorporated into the City’s Critical Areas Code. According to the
report, the four (4) onsite wetlands were likely once a channel or swale that
discharged to the Molasses Creek wetland complex located south of the site.
Wetland A
Wetland A, located south of the existing pool building, was reclassified as a
Category IV palustrine emergent wetland with a habitat score of four (4) and a total
on-site area of approximately 0.12 acres. During a new site visit in 2021, the
consultant found a brick wall and catch basin located within the wetland.
Vegetation found in the wetlands included rushes, sedges, bentgrass, and
buttercups. The required buffer for the wetland is 50 feet (50’).
Wetland B
Wetland B, located downslope of Wetland A between the pool building and outdoor
track, was reclassified as a Category III palustrine forested wetland with a habitat
score of three (3) and a total on-site area of approximately 0.03 acres. During a new
site visit in 2021, the consultant found that vegetation included alder and
cottonwood trees with an understory of salmonberry and red dogwood. The
required buffer for the wetland is 75 feet (75’).
Wetland C
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
City of Renton Department of Community & Economic Development Administrative Staff Report
Lindbergh High School Field Improvements LUA25-000051, SA-A, V-A
Report of June 11, 2025 Page 21 of 27
D_Lindbergh_High_School_Field_Improvements_250610_Final
I.CONCLUSIONS:
1. The subject site is located in the Residential Medium Density (RMD) Comprehensive Plan
designation and complies with the goals and policies established with this designation, see FOF 6
and FOF 16.
2. The subject site is located in the Residential-6 (R-6) zoning designation and complies with the zoning
and development standards established with this designation provided the applicant complies with
city code and conditions of approval, see FOF 7 and FOF 17.
3. The proposal complies with Site Plan Review criteria as established by city code provided all
advisory notes and conditions of approval are complied with, see FOF 18.
4. The proposal complies with the street standards as established by city code, provided the project
complies with all advisory notes and conditions of approval contained herein, see FOF 18.
5. The proposal complies with the Critical Areas Regulations provided the applicant complies with city
code and conditions of approval, see FOF 20.
6. There are adequate public services and facilities to accommodate the proposal, see FOF 18.
7. The proposal complies with the variance criteria provided the applicant complies with city code and
conditions of approval, see FOF 19.
8. Key features which are integral to this project include the mitigation of light spill to the surrounding
properties, protection of existing trees on the site during construction, and the future approval of a
waiver for the required street frontage improvements.
J. RECOMMENDATION:
Staff recommends approval of the Lindbergh High School Field Improvements, File No. LUA25-000051,
SA-A, V-A as depicted in the Site Plan (Exhibit 3), subject to the following conditions of approval:
1. The applicant shall provide documentation of compliance with the tree density requirements, or
plant new supplement trees on the site in order to achieve the minimum tree density of 30 credits
Wetland C, located downslope of Wetland B adjacent to the outdoor track, was
reclassified as a Category IV palustrine scrub-shrub wetland with a habitat score
of four (4) and a total on-site area of approximately 0.03 acres. During a new site
visit in 2021, the consultant found that vegetation included soft rush, salmonberry
and red dogwood. Water from the wetland discharges to a catch basin on the
applicant’s property. The required buffer for the wetland is 50 feet (50’).
Wetland D
Wetland D, located downslope of Wetland C directly south of the outdoor track,
was reclassified as a Category III palustrine scrub-shrub wetland with a habitat
score of four (4) and a total on-site area of approximately 0.04 acres. During a new
site visit in 2021, the consultant found the wetland was bisected by an existing
gravel path, essentially bisecting it from the nearby wetlands system. Vegetation in
the wetlands includes salmonberry, red osier dogwood, and soft rush. The required
buffer for the wetland is 150 feet (150’).
All proposed works are located outside of the wetlands buffers (Wetlands A-D) and
therefore no impacts to the wetlands are anticipated as a result of the project.
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
City of Renton Department of Community & Economic Development Administrative Staff Report
Lindbergh High School Field Improvements LUA25-000051, SA-A, V-A
Report of June 11, 2025 Page 22 of 27
D_Lindbergh_High_School_Field_Improvements_250610_Final
per net acre. The species and locations of the trees shall be indicated on a landscape plan
submitted to the Current Planning Project Manager. Alternatively, the applicant may pay into the
city’s Urban Forestry Program fund as a fee-in-lieu of providing additional supplemental trees or
propose a mix of new supplemental trees and payment of a fee-in-lieu. The applicant shall submit
a landscape plan or fee-in-lieu request for review and approval by the Current Planning Project
Manager prior to issuance of the building permit application.
2. If new rooftop-mounted equipment is proposed, the applicant shall be required to submit a rooftop
equipment exhibit with the elevation plans associated with the building permit application. The
exhibit shall provide cross section details and identify proposed rooftop screening that is integral
and complementary to the architecture of the buildings. The exhibit shall be reviewed and approved
by the Current Planning Project Manager.
3. If new surface-mounted equipment is proposed, the applicant shall submit a surface-mounted
utility plan that includes cross-section details with the civil construction permit application. The
applicant shall work with franchise utilities to ensure, as practical, utility boxes are located out of
public ROW view, active common open spaces, and they shall not displace required landscaping
areas. The plan shall provide and identify screening measures consistent with the overall design of
the development. The surface-mounted utility plan shall be reviewed and approved by the Current
Planning Project Manager prior to permit issuance.
4. The applicant shall submit a photometric plan with light fixture specifications. The plan and
specifications shall be reviewed and approved by the Current Planning Project Manager prior to
issuance of the civil construction permit.
5. The project construction shall comply with the recommendations found in Subsurface Exploration,
Geologic Hazard, and Preliminary Geotechnical Engineering Report (Exhibit 6), prepared by
Associated Earth Sciences, Inc, dated October 1, 2021 and any future addenda.
DATE OF DECISION ON LAND USE ACTION:
SIGNATURE:
Matt Herrera, Planning Director Date
TRANSMITTED on June 11, 2025 to the Owner/Applicant/Contact:
Owner: Applicant: Contact:
Renton School District No.
403, Matthew Feldmeyer,
Executive Director, Capital
Planning and Construction,
300 SW 7th St, Renton, WA
98057
Shona Bose, 2111 Pacific Ave, Ste
100, Tacoma, WA 98402
Andrew Hollenback, 300 SW
7th St, Renton WA 98057
TRANSMITTED on June 11, 2025 to the Parties of Record:
Katrina Jones
kjchoa@fastmail.com
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662
6/11/2025 | 1:43 PM PDT
City of Renton Department of Community & Economic Development Administrative Staff Report
Lindbergh High School Field Improvements LUA25-000051, SA-A, V-A
Report of June 11, 2025 Page 23 of 27
D_Lindbergh_High_School_Field_Improvements_250610_Final
TRANSMITTED on June 11, 2025 to the following:
Gina Estep, CED Administrator
Brianne Bannwarth, Development Engineering Director
Amanda Free, Economic Development Director
Stephanie Rary, Property Services Specialist
Clark Close, Current Planning Manager
Nate Janders, Development Engineering Manager
Anjela Barton, Fire Marshal
K. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION:
The administrative land use decision will become final if the decision is not appealed within 14 days of the
decision date.
APPEAL: This administrative land use decision will become final if not appealed in writing to the
Hearing Examiner on or before 5:00 PM on June 25, 2025. An appeal of the decision must be filed within
the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Appeals must be submitted
electronically to the City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub
Monday through Friday. The appeal fee, normally due at the time an appeal is submitted, will be collected
at a future date if your appeal is submitted electronically. The appeal submitted in person may be paid on
the first floor in our Finance Department. Appeals to the Hearing Examiner are governed by RMC 4-8-110
and additional information regarding the appeal process may be obtained from the City Clerk’s Office,
cityclerk@rentonwa.gov.
EXPIRATION: The Administrative Site Development Plan Review decision will expire two (2) years from the
date of decision. A single two (2) year extension may be requested pursuant to RMC 4-9-200.
EXPIRATION: The Variance decision will expire two (2) years from the date of decision. A single one (1) year
extension may be requested pursuant to RMC 4-9-250.
RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be
reopened by the approval body. The approval body may modify his decision if material evidence not readily
discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After
review of the reconsideration request, if the approval body finds sufficient evidence to amend the original
decision, there will be no further extension of the appeal period. Any person wishing to take further action
must file a formal appeal within the 14-day appeal time frame.
THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one)
communications may occur concerning the land use decision. The Doctrine applies not only to the initial
decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval
date must be made in writing through the Hearing Examiner. All communications are public record and this
permits all interested parties to know the contents of the communication and would allow them to openly
rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by
the Court.
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D_Lindbergh_High_School_Field_Improvements_250610_Final
The following exhibits are included with the Administrative report:
Exhibit 1: Administrative Decision
Exhibit 2: Neighborhood Detail Map
Exhibit 3: Drawing Set (Site Plan, Drainage Control Plan, Conceptual Grading Plan, Floor Plan,
and Exterior Elevations)
Exhibit 4: SEPA Determination of Non-Significance (DNS) issued by the Renton School
District, published date February 6, 2025
Exhibit 5: Variance Request Justification
Exhibit 6: Subsurface Exploration and Preliminary Geotechnical Engineering Report, prepared
by Associated Earth Sciences, Inc., dated January 8, 2001
Exhibit 7: Technical Information Report, prepared by Jacobson Consulting Engineers, dated
December 19, 2024
Exhibit 8: Wetland Delineation and Fish and Wildlife Habitat Report, prepared by Theresa R.
Dusek, dated September 2010 and revised February of 2011
Exhibit 9: Advisory Notes
CITY OF RENTON
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
ADMINISTRATIVE REPORT & DECISION
EXHIBITS
Project Name:
Lindbergh High School Field Improvements
Land Use File Number:
LUA24-000349, SA-A, V-A
Date of Report
June 11, 2025
Staff Contact
Alex Morganroth
Principal Planner
Project Contact/Applicant
Shona Bose, 2111 Pacific
Ave, Ste 100, Tacoma, WA
98402
Project Location
16426 128th Ave SE (APN
2823059004)
Docusign Envelope ID: C651708A-D524-44F2-8D47-FEDE29EA3662