HomeMy WebLinkAboutPre-app Mtg Summary - 24-000232.pdfCityofRenton\Department Folders\Community and Economic Development (CED)\Current Planning\Pre-Applications\2024\PRE24-000232
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PRE-APPLICATION MEETING FOR
Nipert Subdivision
PRE24-000232
CITY OF RENTON
Department of Community & Economic Development
Planning Division
August 29th, 2024
Contact Information:
Planner: Alex Morganroth, 425-430-7219, amorganroth@rentonwa.gov
Public Works Plan Reviewer: Huy Huynh, 425-430-7384, hhuynh@rentonwa.gov
Fire Prevention Reviewer: Corey Thomas, 425-276-9582, cthomas@rentonrfa.org
Building Official: Rob Shuey, 425-430-7290, rshuey@rentonwa.gov
Please retain this packet throughout the course of your project as a reference. Consider
giving copies of it to any engineers, architects, and contractors who work on the
project. You will need to submit a copy of this packet when you apply for land use
and/or environmental permits.
Pre-screening: When you have the project application ready for submittal, call and
schedule an appointment with the project manager to have it pre-screened before
making all of the required copies.
The pre-application meeting is informal and non-binding. The comments provided on
the proposal are based on the codes and policies in effect at the time of review. The
applicant is cautioned that the development regulations are regularly amended and the
proposal will be formally reviewed under the regulations in effect at the time of project
submittal. The information contained in this summary is subject to modification and/or
concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director,
Development Services Director, Department of Community & Economic Development
Administrator, Public Works Administrator and City Council).
CityofRenton\Department Folders\Community and Economic Development (CED)\Current Planning\Pre-Applications\2024\PRE24-000232
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Renton Regional Fire Authority
M E M O R A N D U M
DATE: August 22, 2024
TO: Alex Morganroth, Principal Planner
FROM: Corey Thomas, Lead Plans Review Inspector
SUBJECT: 156th Ave Short Plat
1. The fire flow requirement for a single-family home is 1,000 gpm minimum for dwellings up to
3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a
minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required
within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm.
Water is supplied by King County Water District 90. A water availability certificate is required to
be provided. One existing fire hydrant appears to meet minimum requirements.
2. The fire impact fees are currently applicable at the rate of $421.98 per single family unit. This fee
is paid at building permit issuance. Credit is available for the removal of or retention of the one
existing home.
3. Fire department apparatus access roadways are adequate as they exist.
CityofRenton\Department Folders\Community and Economic Development (CED)\Current Planning\Pre-Applications\2024\PRE24-000232
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DEPARTMENT OF COMMUNITY
& ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: August 27, 2023
TO: Alex Morganroth, Planner
FROM: Huy Huynh, Civil Engineer II
SUBJECT: 14004 156th Ave SE
PRE24-000232
NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and
may be subject to modification and/or concurrence by official City decision-makers. Review comments may also
need to be revised based on site planning and other design changes required by City staff or made by the applicant.
I have completed a preliminary review for the above-referenced proposal located at parcel(s) 1423059057. The
following comments are based on the pre-application submittal made to the City of Renton by the applicant.
Water
1. The subject development is within the water service area of KC Water District 90. A water availability certificate
from KC Water District 90 is required as part of the Land use Application.
2. A copy of the water main improvements plans shall be submitted to the City of Renton as a part of the City’s
Civil Construction permit.
3. The number and locations of fire hydrants shall be determined by the City of Renton Fire Department as part
of the review of the project plans.
Sanitary Sewer
1. The project is within the City of Renton’s sanitary sewer service area.
2. There is an existing 8-inch PVC gravity wastewater main located in SE 6th St fronting the South side of the parcel
(record drawing S-383808). There is an existing 6-inch PVC stub located in SE 6th St (record drawing S-383808).
3. Individual sewer stubs from the sewer main and individual side sewers are required for each lot. All new sewer
stubs shall conform to the standards in RMC 4-6-040 and City of Renton Standard Details. If the existing house
is demoed and rebuild, the existing sewer stub shall be CCTV and lined.
4. Sewer main extension to the Northern property line on 156th Ave SE is required.
5. All new sewer stubs shall be a minimum of 6”. All side sewers shall flow by gravity to the main at a minimum
slope of 2%.
6. A conceptual utility plan will be required as part of the land use application for the subject development.
7. The Central Plateau Interceptor Area Special Assessment District (SAD) is applicable on the project. The SAD has
reached its maximum assessment and is $538.48 per lot. Fees are due at the time of construction permit
issuance.
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a. The Central Plateau Interceptor Frontage Special Assessment District is applicable on the project. The
SAD has reached its maximum assessment and is $8,889.82 per lot. Fees are due at the time of
construction permit issuance.
8. The development is subject to a wastewater system development charge (SDC) fee. SDC fee for sewer is based
on the size of the new domestic water to serve the project. Current fees can be found in the 2024 Development
Fees Document on the City’s website. Fees will be charged based on the rate at the time of construction permit
issuance.
• The current sewer SDC fee is $3,650.00 per 1-inch meter.
• Final determination of applicable fees will be made after the water meter size has been determined.
• Credit will be given for the existing stubs if cut and cap.
• The full fee schedule can be found at:
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=10067864&dbid=1&repo=CityofRenton
Surface Water
1. There is an existing 12-in polyethylene surface water main located in 156th Ave SE (record drawing R-383849).
There is an existing surface water ditch on the West side of the parcel. There is an existing 12-in polyethylene
surface water main located in SE 6th St (record drawing R-383849). There is an catch basin located in SE 6th St
(record drawing R-383849).
2. Drainage plans and a drainage report complying with the adopted 2022 Renton Surface Water Design Manual
will be required. Refer to Figure 1.1.2.A – Flow Chart of the 2022 Renton Surface Water Design Manual
(RSWDM) to determine what type of drainage review is required for this site. The site falls within the Lower
Cedar River Basin – Orting Hills subbasin. Based on the City’s flow control map, the site falls within the City’s
Flood Problem Flow Control standard. Within this area a project must match the Existing site conditions for the
100-year peaks, in addition to matching the Forested site conditions for the 2-year and 10-year peaks and the
discharge durations from 50% of the 2-year peak to the full 50-year peak.
3. There is no critical area on-site.
4. The current Surface Water Standard Plans shall be used in all drainage plan submittals. The current City of
Renton Standard Details are available online in the City of Renton website
https://edocs.rentonwa.gov/Documents/Browse.aspx?id=990403&dbid=0&repo=CityofRenton
5. If the new plus replaced pollution generating impervious surface exceeds 5,000 SF, the applicant will be required
to provide basic water quality treatment. Any proposed detention and/or water quality vault shall be designed
in accordance with the RSWDM that is current at the time of civil construction permit application. Separate
structural plans will be required to be submitted for review and approval under a separate building permit for
the detention and/or water quality vault.
6. Any new storm conveyance installed on or off-site shall be designed and sized in accordance with standards
found in Chapter 4 of the 2022 RSWDM and shall account for the total upstream tributary area, assuming
developed conditions for onsite tributary areas and existing conditions for any offsite tributary areas.
7. Appropriate on-site BMPs satisfying Core Requirement #9 will be required to help mitigate the new runoff
created by this development to the maximum extent feasible. On-site BMPs as described in Section C.1.3 of the
2022 RSWDM. A preliminary drainage plan, including the application of on-site BMPs, shall be included with the
land use application, as applicable to the project. The final drainage plan and drainage report must be submitted
with the utility construction permit application.
8. A geotechnical soils report for the site is required per the 2022 Renton Surface Water Design Manual Section
C.1.3. Information on the water table and soil permeability (measured infiltration rates), with recommendations
of appropriate on-site BMPs per Core Requirement #9 and Appendix C shall be included in the report. The report
should also include information concerning the soils, geology, drainage patterns and vegetation present shall
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be presented in order to evaluate the drainage, erosion control and slope stability for site development of the
proposed plat. The applicant must demonstrate the development will not result in soil erosion and
sedimentation, landslide, slippage, or excess surface water runoff.
9. Erosion control measures to meet the City requirements shall be provided.
10. The development falls within the R-8 zone which has a maximum impervious surface area of 65% per lot.
11. A Construction Stormwater Permit from Department of Ecology is required if land disturbance of the site
exceeds one acre. If required, applicant must obtain permit and provide proof prior to Civil Permit issuance.
12. The development maybe subject to a surface water system development charge (SDC) fee. Fees will be charged
based on the rate at the time of construction permit issuance.
a) The current SDC fee is $2,300 per residential dwelling unit.
b) A credit will be given for the demolition of the existing dwelling.
c) The full schedule can be found at:
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=10067870&dbid=1&repo=CityofRenton.
Transportation
1. Per City code 4-6-060 frontage improvements are required for new construction in excess of $175,000. The
parcel fronts 156th Ave SE to the West and SE 6th St to the South:
• 156th Ave SE classified as a Minor Arterial Street with an existing right-of-way (ROW) width of
approximately 65.5 feet. To meet the City’s complete street standards for Minor Arterial streets with 4
lanes a minimum ROW width of 91 feet is required. Per RMC 4-6-060 half of street improvements as
taken from the ROW centerline shall be required and include a minimum 54 foot paved road (27 feet
each side), a 0.5 foot curb, an 8 foot planting strip, an 8 foot sidewalk, 2 foot clear space at back of walk,
street trees and storm drainage improvements. Dedication of 10’ will be required along the west
frontage.
i. City staff has determined that a modified Minor Arterial standard better suits tis portion of
156th Ave SE. The half street section of the modified Minor Arterial street section consists of 22
feet of pavement from the centerline (including an 11 foot turning lane), a 0.5 foot curb, an 8
foot planter and a 5-foot sidewalk, street trees and storm drainage improvements. To meet this
standard, no right of way dedication is required.
• SE 6th Pl is classified as a residential access street with an existing right-of-way (ROW) width of
approximately 53 feet. The existing improvements along SE 6th Pl meets the City of Renton current
street standard. Therefore, no improvement and dedication are anticipated.
2. Refer to City code 4-4-080 regarding driveway regulations.
• A minimum separation of 5 feet is required between driveway and the property line.
• Maximum driveway slopes shall not exceed 15%. Driveways exceeding 8% shall provide slotted drains.
• The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double-loaded
garage driveway shall not exceed sixteen feet (16').
3. Undergrounding of all existing utilities is required on all frontages per RMC 4-6-090.
4. ADA access ramps shall be installed at all street crossings. Ramps shall be shown at each intersection. Ramps
shall be oriented to provide direct pedestrian crossings.
5. A shared driveway is allowed for access up to 4 lots provided at least one of the four lots abuts a public right -
of-way with at least fifty linear feet of frontage and the subject lots are not created by a subdivision of ten or
more lots. Refer to the shared driveway requirements as outlined in RMC 4-6-060.J. Shared driveways shall be
within a tract; the width of the tract and paved surface shall be a minimum of sixteen feet; the Fire Authority
may require the tract and paved surface to be up to twenty feet wide. If a shared driveway abuts properties
that are not part of the subdivision an eight foot wide landscaped strip shall be provided between the shared
driveway and neighboring properties.
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6. Adjoining lots may utilize a joint use driveway accessed from a public street where such joint use driveway
reduces the total number of driveways entering the street network, subject to the approval of the Department
of Community and Economic Development. Joint use driveways must be created upon the common property
line of the properties served or through the granting of a permanent access easement when said driveway does
not exist upon a common property line. If the adjoining lots are residential, the joint use driveway shall provide
access to no more than two (2) lots and each lot shall abut a public street. Joint use access to the driveway shall
be assured by easement or other legal form acceptable to the City.
7. Street lighting is not required for a project that consists of 4 or less residential units. See RMC 4-6-060 for street
lighting requirements.
8. Paving and trench restoration within the City of Renton right of way shall comply with the City’s Trench
Restoration and Street Overlay Requirements.
9. The development is subject to transportation impact fees. Fees will be charged based on the rate at the time of
building permit issuance.
• The 2024 transportation impact fee is $12,208.54 per single family home
• The full fee schedule can be found at:
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=10067864&dbid=1&repo=CityofRenton
• The current property at contains one single family home, the developer will receive a credit for the
existing home if it is demoed.
General Comments
1. All existing and proposed utility lines (i.e., electrical, phone, and cable services, etc.) along property frontage or
within the site must be underground. The construction of these franchise utilities must be inspected and
approved by a City of Renton inspector.
2. Adequate separation between utilities as well as other features shall be provided in accordance with code
requirements:
a. 7-ft minimum horizontal and 1-ft vertical separation between storm and other utilities is required with
the exception of water lines which require 10-ft horizontal and 1.5-ft vertical.
b. The stormwater line should be minimum 5 feet away from any other structure or wall or building.
c. Trench of any utility should not be in the zone of influence of the retaining wall or of the building.
3. All civil construction permits for utility and street improvements will require separate plan submittals. All utility
plans shall confirm to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans.
Please visit the Development Engineering Forms page for the most up-to-date plan submittal requirements:
http://rentonwa.gov/business/default.aspx?id=42473
4. A landscaping plan and tree retention shall be included with the civil plan submittal. Each plan shall be on
separate sheets.
5. Additional Building Permit Applications will be required for the following:
a. Any retaining walls that exceed 4 feet in height, as defined by RMC 4-4-040.
b. Detention vaults for storm water flow control.
c. Demo of any existing structures on the project site(s).
6. Fees quoted in this document reflect the fees applicable in the year 2024 only and will be assessed based on
the fee that is current at the time of the permit application or issuance, as applicable to the permit type. Please
visit www.rentonwa.gov for the current fee schedule.
7. A demo permit is required for the demolition of the existing building. The demo permit shall be acquired
through the building department.
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DEPARTMENT OF COMMUNITY
& ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: August 29, 2024
TO: Pre-Application File No. 24-000232
FROM: Alex Morganroth, Principal Planner
SUBJECT: Nipert Subdivision
14004 156th Ave SE (APN 1423059057)
General: We have completed a preliminary review of the pre-application for the above-referenced development
proposal. The following comments on development and permitting issues are based on the pre-application
submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant
is cautioned that information contained in this summary may be subject to modification and/or concurrence by
official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works
Administrator, Planning Director, and City Council). Review comments may also need to be revised based on site
planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to
review all applicable sections of the Renton Municipal Code. The Development Regulations are available online at
www.rentonwa.gov.
Project Proposal: The subject property consists of one parcel (APN 1423059057) located at 14004 156th Ave SE at
the intersection of 156th Ave SE and SE 6th St. The parcel is approximately 30,175 sq. ft. (0.69 acres) in size and is
developed with an existing 1,900 sq. ft., two-story single-family home. The site is zoned Residential-4 (R-4) and has
a Comprehensive Plan Land Use Designation of Residential Low Density (LD). The applicant proposes to subdivide
the parcel into three (3) lots ranging in size from 9,270 sq. ft. to 11,689 sq. ft. The existing house would remain.
Access to two (2) of the lots would be taken via new driveways off of SE 6th St. Access to the lot with the existing
home would remain via the existing driveway off of 156th Ave SE. According to COR Maps, no critical areas are
mapped on the site. While not indicated in the applicant’s submittal materials, removal of existing trees would likely
be required in order to develop the two (2) new houses off of SE 6th St.
Current Use: The property contains 1,900 square foot single family residence constructed in 1962. The structure
would be retained as part of the project.
Zoning and Overlay Districts: The area, including this property, has a Comprehensive Plan land use designation of
Residential Low Density (RLD) and is zoned Residential 4 (R-4) dwelling units per acre. The Residential-4 Zone (R-4)
is established to promote urban single family residential neighborhoods serviceable by urban utilities and
containing open space amenities. The R-4 designation serves as a transition between rural designation zones and
higher density residential zones. It is intended as an intermediate lower density residential zone.
1. Density: There is no minimum density requirement. The maximum density permitted in the R-4 zone is 4.0
dwelling units per net acre (du/ac). Net density is calculated after areas required for public right -of-way
dedication, private access easements (shared driveways), and critical areas are deducted from the gross
site area. Joint use driveways are not deducted as part of the density calculations.
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The area of public and private streets and critical areas would be deducted from the gross site area to
determine the “net” site area prior to calculating density. The pre-application packet includes one
conceptual short plat maps with preliminary calculations. Calculations for minimum or maximum density
which result in a fraction that is one-half (0.50) or greater shall be rounded up to the nearest whole number.
Those density calculations resulting in a fraction that is less than one-half (0.50) shall be rounded down to
the nearest whole number. It is still unclear exactly how much area would be required to be designated
as public right-of-way; therefore, the net density of site could not be fully calculated. A Density Worksheet
would be required at the time of formal plat application. However, the gross density was calculated to be
approximately 4.35 du/ac (3 units / 0.69 acres = 4.35 du/ac). The applicant would be required to
demonstrate compliance with the density requirements of the zone at the time of formal land use
application.
2. Development Standards: The project is subject to RMC 4-2-110A, “Development Standards for Residential
Zoning Designations” effective at the time of complete application (noted as “R-4 standards” herein).
Minimum Lot Size, Width and Depth – The minimum lot size permitted in the R-4 zone is 9,000 square feet.
The lot sizes proposed would meet this requirement. A minimum lot width of 70 feet is required for interior
lots and 80 feet for corner lots. A lot depth of 100 feet is required. The lots appear to comply with minimum
lot size, width and depth of the R-4 zone. Based on the plan submitted by the applicant, the three (3)
proposed lots appear to comply with the minimum lot size, width, and depth requirements for the R -4
zone. It is the applicant’s responsibility to demonstrate compliance with the minimum lot size, width and
depth criteria of the zone at the time of formal application.
Building Setbacks – Setbacks are the minimum required distance between the building footprint and the
property line and any private access easement. The required setbacks in the R-4 zone are 30 feet for the
front yard, 25 feet for the rear yards, secondary front yard for corner lots would be required to have a 30
foot setback, and interior side yards are required to have a combined 20-foot setback with not less than 7.5
feet on either side. The setbacks for the new residences would be reviewed at the time of preliminary plat
decision and applied at the time of single family building permit. Compliance with the setbacks for the
existing house, classified as a corner lot, would be evaluated at the time of formal land use application.
Building Height – The maximum wall plate height is 32 feet with 3 stories. Roofs with a pitch equal to or
greater than 4:12 may project an additional six (6) vertical feet from the maximum wall plate height;
common rooftop features, such as chimneys, may project an additional four (4) vertical feet from the roof
surface. Non-exempt vertical projections (e.g., decks, railings, etc.) shall not extend above the maximum
wall plate height unless the projection is stepped back one-and-a-half (1.5) horizontal feet from each façade
for each one (1) vertical foot above the maximum wall plate height. Building height would be verified at
the time of building permit review. No changes to the existing home are proposed, which appears to
comply with the R-4 height maximum.
Building Coverage – R-4 zone allows a maximum building coverage of 35% of the lot area. Building coverage
requirements for lots with the proposed new homes would be verified at the time of building permit
review. The building coverage requirement for the lot with the home proposed for retention would be
verified at the time of land use review.
Impervious Surface Area – The maximum impervious surface would be limited to 50%. Impervious surface
requirements would be verified at the time of building permit review.
3. Residential Design and Open Space Standards: All single family residences would be subject to the
Residential Design Standards outlined in RMC 4-2-115. Residential Design Review occurs as part of the
Building Permit Review. Residential Design and Open Space Standards – Future single-family building
permits would be subject to the RMC 4-2-115, Residential Design and Open Space Standards. Requirements
related to garages, entries, modulation, windows/doors, scale, bulk, and character, roof forms, eaves,
architectural detailing, and materials/color should be reviewed in their entity prior to submitting permit
applications.
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4. Landscaping: With the exception of critical areas, all portions of the development area not covered by
structures, required parking, access, circulation or service areas, must be landscaped with native, drought-
resistant vegetative cover. The minimum on-site landscape width required along street frontages is 10 feet
and shall contain trees, shrubs, and landscaping. Street trees in the ROW planter will also be required.
Landscaping may include hardscape such as decorative paving, rock outcroppings, fountains, plant
containers, etc. Minimum planting strip widths between the curb and sidewalk are established according
to the street development standards of RMC 4-6-060, Street Standards. Street trees and, at a minimum,
groundcover are to be located in this area when present. Street trees shall be planted in the center of the
planting strip between the curb and the sidewalk at the following intervals; provided, that, where right-of-
way is constrained, irregular intervals and slight increases or decreases may be permitted or required.
Additionally, trees shall be planted in locations that meet required spacing distances from facilities located
in the right-of-way including, but not limited to, underground utilities, streetlights, utility poles, traffic signs,
fire hydrants, and driveways; such spacing standards are identified in the City’s Approved Tree List.
Generally, the following spacing is required: i. Small-sized maturing trees: thirty feet (30') on center; ii.
Medium-sized maturing trees: forty feet (40') on center; and iii. Large-sized maturing trees: fifty feet (50')
on center.
A conceptual landscape plan shall be provided with the land use application as prepared by a licensed
Landscape Architect, a certified nurseryman or other certified professional. Please be aware that frontage
improvements will be required.
Storm drainage facilities are required to comply with the minimum 15-foot perimeter landscaping strip on
the outside of the fence unless otherwise determined through the site plan review or subdivision review
process. Please refer to landscape regulations RMC 4-4-070 for further general and specific landscape
requirements.
5. Significant Tree Retention: A review of COR Maps appears to show that there are mature trees on the site.
If significant trees (greater than 6-inch caliper or 8-caliper inches for alders and cottonwoods) are proposed
to be removed, a tree inventory and a tree retention plan along with an arborist report, tree retention plan
and tree retention worksheet shall be provided with the formal land use application as defined in RMC 4-
8-120. The tree retention plan must show preservation of at least 30% of significant trees. Please refer to
RMC 4-4-130, Tree Retention and Land Clearing Regulations for further general and specific tree retention
and land clearing requirements.
In addition to retaining a minimum of 30% of existing significant trees, each new lot would be required to
provide a minimum tree density of 30 tree credits per net acre. Tree credits encourage retention of existing
significant trees with larger trees being worth more tree credits.
TREE SIZE TREE CREDITS
New small species tree 0.25
New medium species tree 1
New large species tree 2
Preserved tree 6 – 9 caliper inches 4
Preserved tree 10 – 12 caliper inches 5
Preserved tree 12 – 15 caliper inches 6
Preserved tree 16 – 18 caliper inches 7
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TREE SIZE TREE CREDITS
Preserved tree 19 – 21 caliper inches 8
Preserved tree 22 – 24 caliper inches 9
Preserved tree 25 – 28 caliper inches 10
Preserved tree 29 – 32 caliper inches 11
Preserved tree 33 – 36 caliper inches 12
Preserved tree 37 caliper inches and greater 13
Protected trees within a subdivision shall be retained in the order of priority listed in RMC 4 -4-130H.2.
Protection of trees or groves by placement within a dedicated tract (Tier 1) is the highest priority.
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;
significant trees over sixty feet (60') in height or greater than eighteen inches (18") caliper; and trees that
shelter interior trees or trees on abutting properties from strong winds, which could otherwise allow such
sheltered trees to be blown down if removed.
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.
The Administrator may require independent review of any land use application that involves tree removal
and land clearing at the City's discretion.
The Administrator may authorize the planting of replacement trees on the site if it can be demonstrated to
the Administrator's satisfaction that replacement requirements in RMC 4-4-130H.1.e can be met.
Tree retention standards shall be applied to the developable area, as defined in RMC 4-11-040, Definitions
D, of a property. A formal tree retention plan and tree retention worksheet prepared by an arborist or
landscape architect would be reviewed at the time of the land use application.
6. Fences/Walls: If the applicant intends to install any fences or retaining walls as part of this project, the
location must be designated on the landscape plan and grading plan with top of wall and bottom of wall
elevations. A fence and/or wall detail should also be included on the plan. A retaining wall that is 4 feet or
taller, as measured by the vertical distance from the bottom of the footing to the finish grade at the top of
the wall requires a building permit. The maximum height of any fence or retaining wall is 72-inches subject
to further height limitations in setbacks and clear vision areas noted in RMC 4-4-040D. A fence shall not be
constructed on top of a retaining wall unless the total combined height of the retaining wall and the fence
does not exceed the allowed height of a standalone fence.
Retaining walls shall be composed of brick, rock, textured or patterned concrete, or other masonry product
that complements the proposed building and site development. There shall be a minimum three-foot (3')
landscaped setback at the base of retaining walls abutting public rights-of-way. Please refer to retaining
wall standards (RMC 4-4-040) for additional information about fences and retaining walls. No fences or
retaining walls were shown on the submitted materials.
For more information about fences and retaining walls refer to RMC 4-4-040.
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7. Access: Access to the existing home would remain off 156th Ave SE and access to the two (2) new homes
would be taken via new individual driveways off of SE 6th St.
8. Parking: Each lot is required to accommodate off street parking for a minimum of two (2) vehicles.
9. Driveways: The project site is relatively flat. Driveways exceeding 8% must provide slotted drains at the
lower end of the driveway. The maximum driveway slopes cannot exceed 15%. If the grade exceeds 15%, a
variance is required. The maximum width of single loaded garage driveways shall not exceed 9 feet and
double loaded garage driveways shall not exceed 16 feet.
10. Critical Areas: According to COR Maps, no critical areas are located on the site. It is the applicant’s
responsibility to ascertain whether any additional critical areas or environmental concerns are present
on the site during site development or building construction.
11. Environmental Review: The construction of nine (9) dwelling units or fewer on a project site is exempt from
Environmental (SEPA) Review in accordance with WAC 197-11-800 and RMC 4-9-070.
12. Permit Requirements: The proposed project would require administrative Short Plat approval. All land use
permits would be processed within an estimated time frame of 8 weeks. The 2024 application fees include
$6,080.00 for Preliminary Plat review and a 5% technology fee. All fees are subject to change. Any
modifications requested would require an additional $290.00 fee. In addition to the required land use
permits, separate construction and building permits would be required. All fees are subject to change.
Detailed information regarding the land use permit application submittal requirements can be found on the
Short Plat Submittal Requirements checklist. Other informational applications and handouts can be found
on the City’s Digital Records Library. The City requires electronic plan submittal for all applications. Please
refer to the City’s Electronic File Standards. A Final Plat application, and its associated fee, will be required
following construction of the subdivision’s infrastructure.
13. Waivers of Submittal Requirements: The submittal checklist is not an exhaustive list of submittal
requirements and may be modified in cases where additional information is required to complete the
review of an application. In addition, non-applicable submittal requirements may be waived. The applicant
should contact the assigned Project Manager if there are any questions regarding submittal
requirements.
14. Public Information Sign: Public Information Signs are required for all Type II Land Use Permits, Short Plat,
as classified by RMC 4-8-080. Public Information Signs are intended to inform the public of potential land
development, specific permits/actions being considered by the City, and to facilitate timely and effective
public participation in the review process. The applicant must follow the specifications provided in the
public information sign handout (see land use forms on City website). The applicant is solely responsible for
the construction, installation, maintenance, removal, and any costs associated with the sign.
15. Impact Mitigation Fees (2024): In addition to the applicable building and construction fees, impact
mitigation fees are required for the construction of new building areas or changes of use to a more intensive
use. If any building expansions or new buildings are proposed or a change in use to a more intense use, fire
and transportation impact fees may be assessed.
a. A Transportation Impact Fee assessed at $11,485.67 per each new detached dwelling unit.
b. A Parks Impact Fee assessed at $3,276.44 per each new detached dwelling unit.
c. A Fire Impact Fee assessed at $421.98 per each new detached dwelling unit.
d. A Renton School District Impact Fee assessed at $2,911.00 (plus a 5% processing charge) per each
new detached dwelling unit.
A handout listing Renton’s development-related fees is available on the City of Renton website for your
review.
CityofRenton\Department Folders\Community and Economic Development (CED)\Current Planning\Pre-Applications\2024\PRE24-000232
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16. Next Steps: When the formal application materials are complete, the applicant shall have the materials pre-
screened prior to submitting the complete application package. Please contact Alex Morganroth, Principal
Planner, at 425-430-7219 or amorganoth@rentonwa.gov to schedule a virtual prescreen appointment.
20. Expiration: Upon approval, preliminary short plat approval shall lapse unless a final plat based on the
preliminary short plat is recorded with the King County Recorder within five (5) years from the date of
preliminary short plat approval. One single year extension may be granted to an applicant who files a
written request with the Administrator at least thirty (30) days before the expiration of this five (5) year
period, provided the applicant demonstrates that he/she has attempted in good faith to record the final
short plat within the five (5) year period. It is the responsibility of the subdivider to monitor the expiration
date.