HomeMy WebLinkAboutEx06_Advisory_NotesDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 LUA25-000296
ADVISORY NOTES TO APPLICANT
The following notes are supplemental information provided in conjunction with the administrative land
use action. Because these notes are provided as information only, they are not subject to the appeal
process for the land use action.
Planning:
(Contact: Ashley Wragge, 425-430-7314, awragge@rentonwa.gov)
1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday
unless otherwise approved by the Development Services Division.
2. Commercial, multi-family, new single family and other nonresidential construction activities shall
be restricted to the hours between seven o’clock (7:00) a.m. and eight o’clock (8:00) p.m., Monday
through Friday. Work on Saturdays shall be restricted to the hours between nine o’clock (9:00) a.m.
and eight o’clock (8:00) p.m. No work shall be permitted on Sundays.
3. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials,
supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any
way within the area defined by the drip line of any tree to be retained.
4. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing
around the drip lines of all retained trees, or along the perimeter of a stand of retained trees.
Placards shall be placed on fencing every fifty feet (50') indicating the words, “NO TRESPASSING –
Protected Trees” or on each side of the fencing if less than fifty feet (50'). Site access to individually
protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on
four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks
are moving near trees.
Development Engineering:
(Contact: Yong Qi 425-430-7439, yqi@rentonwa.gov)
1. See Attached Development Engineering Memo dated September 30, 2025.
Fire Authority:
(Contact: Corey Thomas, 425-276-9582, cthomas@rentonrfa.org)
1. No comments at this time.
Technical Services:
(Contact: Stephanie Rary, 425-430-6592, srary@rentonwa.gov)
1. No comments at this time.
Building:
(Contact: Rob Shuey, 425-430-7290, rshuey@rentonwa.gov)
1. No comments at this time.
Exhibit 7
Docusign Envelope ID: 8AED238B-7D7F-4B6D-85CE-622AEE29B9AE
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: September 30th, 2025
June 20, 2011
TO: Ashley Wragge, Assistant Planner
FROM: Yong Qi, Civil Engineer III, Plan Reviewer
SUBJECT: Renton Municipal Airport Southeast Buildings Demolition
259 East Perimeter Rd, Renton, WA
LUA25-000296
I have reviewed the application for the Renton Municipal Airport Southeast Buildings Demolition
project located at 259 East Perimeter Rd (parcel No. 0723059007) and have the following
comments:
EXISTING CONDITONS:
The project at Renton Municipal Airport is to demolish three existing buildings of Building 350,
Building 330, and Building 295 of approximately 29,371 square feet footprint.
WATER: The project is within the City of Renton’s water service area in the Valley 196
Pressure Zone. There is an existing 8-inch water main through the site within the
parking lot to the east and south of Building 330 (Record Dwg: W-080402). There is
an existing 1-1/2-inch domestic water meter for the existing Building 350 (Facility ID
No. MTR-002042). There is an existing domestic water meter for the existing Building
295 (Facility ID No. MTR-018527).
SEWER: There is an existing 24-inch cast Iron sewer main and associated manholes through
the pavement to the east of the three buildings (295, 330, 350) (Record Dwg: S-
235702).
STORM: There are existing 6-inch and 8-inch private stormwater mains and associated catch
basins surrounding the existing buildings of 295 and 330 (Record Dwg: RNT 2014
BASE MAP V1.dwg), which are discharged to Cedar River through a 12-inch ductile
iron located to the north of Building 289. There are existing 8-inch private stormwater
mains and associated catch basins to the north of Building 350 (Record Dwg: RNT
2014 BASE MAP V1.dwg), which are discharged to Cedar River through a 24-inch
concrete pipe located to the southeast of Building 289.
Docusign Envelope ID: 8AED238B-7D7F-4B6D-85CE-622AEE29B9AE
Southeast Buildings Demolition LUA25-000296 Page 2 of 3
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STREETS: The proposed development fronts Logan Ave N along the east property line and
Airport Way along the south property line.
WATER COMMENTS:
1. The existing on- and off-site water main and associated appurtenances shall be protected
during the buildings’ demolition.
2. The existing fire water service lines and domestic water service lines must be cut, capped,
and abandoned at the water main line. A separate water permit is required and will be
created during the building permit application.
a. The proposed removal of the existing fire hydrant and associated bollards to
the south of Building 330 is not acceptable. The existing fire hydrant and
associated bollards needs to be remained due to fire hydrants spacing
requirement per Renton Regional Fire Authority.
SEWER COMMENTS:
1. The existing on- and off-site sewer main and manholes shall be protected during the
buildings’ demolition.
2. The existing sewer stubs shall be cut and capped at the property line. A separate sewer
permit is required and will be created during the building permit application.
SURFACE WATER
1. Drainage plans and a drainage report complying with the adopted 2022 Renton Surface
Water Design Manual is 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.
a. Drainage plans and a drainage report are deemed not required since the
proposed demolition of buildings will be to the top of the foundations and not
considered as replaced impervious surface areas, and the proposed project
will not add any new impervious surface area.
b. The existing on- and off-site stormwater main and catch basins shall be
protected during the buildings’ demolition.
2. Construction Stormwater Pollution Prevention, Core Requirement #5: The preliminary civil
plan and drainage assessment include an ESC and CSWPP plan.
a. A Temporary Erosion and Control (TESC) Plan shall be included as part of the
building permit application.
b. A CSWPP plan shall be provided as part of the building permit application.
3. No SDC fees will be collected on City-owned properties per RMC 4-1-180.B.2.b.
TRANSPORTATION
1. The proposed project is interior to the property and does not trigger street improvements as
it is not adding permanent structure additions.
2. Construction staging and work will need to be coordinated with the airport prior to and
during construction to ensure that airport operations are not hindered or interrupted.
GENERAL COMMENTS
1. 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.
Docusign Envelope ID: 8AED238B-7D7F-4B6D-85CE-622AEE29B9AE
Southeast Buildings Demolition LUA25-000296 Page 3 of 3
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c. Demo of any existing structures on the project site(s)
Docusign Envelope ID: 8AED238B-7D7F-4B6D-85CE-622AEE29B9AE