HomeMy WebLinkAboutC_On-Hold Letter_v1_20251120
November 20, 2025
Phil Becker
PO Box 162
Auburn, WA 98071
SUBJECT: "On Hold" Notice
Dulay 102nd Ave Subdivision / LUA25-000368
Dear Mr. Becker,
The Planning Division of the City of Renton accepted the above master application for review on October 29,
2025. During our review, staff has determined that additional information is necessary in order to proceed
further.
The following information will need to be submitted before January 20, 2025 (if more time is needed, please
let me know) so that we may continue the review of the above subject application:
Planning
• Per City Code 4-6-060J, Shared Driveway Standards, newly proposed shared driveways shall be
within a separate tract, not on a developable lot. Please update plans to show conformance to 4-
6-060J.
Engineering
• Per the geotechnical report, infiltration is not feasible. Please provide a mounding analysis to
justify the use of a full-infiltration trench.
• Model the site using Soil Type “C.”
• Adjust the ROW alignment by shifting it 0.5 feet to the east to reflect a 16-foot pavement section
rather than 16.5 feet.
• Permeable pavement does not qualify for full infiltration credit.
• Relabel the TDAs as basins.
The site should show two basins:
o TDA 1 → Basin 1
o TDA 2 → Basin 2
the basins are under one TDA.
Phil Becker
Page 2 of 2
November 20, 2025
The 102nd Avenue frontage may be shown as a separate TDA.
Please identify the point of compliance for both Basin 1 and Basin 2.
• Provide a downstream analysis map demonstrating that Basin 1 and Basin 2 flows converge
within ¼ mile, confirming that the project does not constitute a flow diversion.
• Revise the report to evaluate Core Requirements #3, #8, and #9 at the site level, rather than
evaluating them individually for each TDA.
Fire
Please see attached comments from the Renton Fire Authority.
Property Services
• City notes discrepancies between boundary measurements on the preliminary short plat plan and
recorded documents. These must be confirmed/corrected prior to final short plat submittal, at the
latest.
• Item #11 on the title report refers to an easement encumbering parcel B under King County Recording
No. 8910312126. The document in question encumbers a property in North Bend, not either of the
parcels subject to the preliminary plat. However, as the easement was shown on the preliminary plat
as “to be vacated” I am requesting that it please be made a condition of approval that it is vacated
and/or removed from title to the property, evidenced by an updated title report/subdivision
guarantee.
At this time, your project has been placed “on hold” pending receipt of the requested information. The
maximum time for resubmittal shall be within ninety (90) days of this notice. Please contact me at (425) 430-
7286 if you have any questions.
Sincerely,
Ian Harris
Associate Planner
cc: Rupinder Dulay / Owner
Dale Fisher / Party of Record
Rick Krog / Party of Record
Hilary Ross / Party of Record
M E M O R A N D U M
DATE: November 7, 2025
TO: Ian Harris, Associate Planner
FROM: Corey Thomas, Lead Plans Review Inspector
SUBJECT: Dulay Short Plat
Environmental Impact Comments:
1. 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. No charge/fee for the existing home that may be
retained or removed.
Fire Code Comments:
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 Soos Creek Water District. A water availability certificate has
been provided. Proposed dead end 6-inch water main shall be upsized to a minimum 8-inch
sized water main.
2. Fire department apparatus access roadways are required to be a minimum of 20 feet
wide and fully paved, with 25 feet inside and 45 feet outside turning radius. Fire access
roadways shall be constructed to support a 30-ton vehicle with 75-psi point loading. Access is
required within 150 feet of all points on all the buildings. Dead end access roadways require an
approved hammerhead type fire apparatus turnaround. Proposed turnaround shall be revised
to meet the required 25-feet inside turning radius.