HomeMy WebLinkAboutEX_10_C_Advisory_Notes_Gone_Stores_(2)DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 LUA24-000303
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: Jill Ding, 425-430-6598, jding@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.
Development Engineering:
(Contact: Michael Sippo, 425-430-7298, msippo@rentonwa.gov)
1. See attached memo dated October 10, 2024
Fire Authority:
(Contact: Corey Thomas, 425-276-9582, cthomas@rentonrfa.org)
1. Fire impact fees are applicable for the square footage of the building, changing use from warehouse to
retail use. The charge for retail space is $0.66 per square foot and the credit for former warehouse
space is $0.05 per square foot.
2. Approved fire sprinkler and fire alarm systems are required throughout the building and are approved
as they exist. Separate plans and permits required by the fire department for any necessary wall or
ceiling changes that trigger fire sprinkler and fire alarm updates.
Technical Services:
(Contact: Stephanie Rary, 425-430-6592, srary@rentonwa.gov)
1. None
Community Services:
(Contact: Jason Lederer, 425-430-6547, jlederer@rentonwa.gov)
1. None
Police:
(Contact: Sandra Havlik, 425-430-7520, shavlik@rentonwa.gov)
1. None
Building:
(Contact: Rob Shuey, 425-430-7235, rshuey@rentonwa.gov)
1. None
EXHIBIT 10
Docusign Envelope ID: 4BEE4542-BE18-429B-A9C6-7CACF0AE0DE0
DEPARTMENT OF COMMUNITY
& ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: October 10, 2024
June 20, 2011
TO: Jill Ding, Senior Planner
FROM: Michael Sippo, Civil Engineer 3
SUBJECT: Gone Store, LLC
801 SW 16th Street
LUA24-000303
I have reviewed for the Gone Store LLC project located at parcel 3340405300. The following comments
are based on the land-use application submittal made to the City of Renton by the applicant.
EXISTING CONDITIONS
The project site is located at the southwest corner of the intersection of SW 16th Street and Raymond Ave
SW (801 SW 16th Street, Building B, Suite 126) and is a part of a larger complex of consisting of 2 large
buildings that contain warehouses, offices and industrial park uses. The overall site is approximately 19.95
acres in size with the two large building taking up a footprint of 7.16 acres and the remainder parking lot,
loading zones and landscaping and fronts both SW 16th St and Raymond Ave SW. The proposal is located
within Building B, Suite 126 which is a 12,152 square foot space within the building. The overall site has
multiple spaces, tenants and warehouses within the buildings but the proposal tenant space is currently
vacant and used to serve as a business that repairs and sells used furniture, appliances and equipment
with a free pic-up service for home and commercial office furniture, appliances, exercise equipment,
home electronics and preparation and repair of these items for reuse and resold. The site is essentially
flat with the onsite conveyance system draining from the northeast to southwest where runoff is collected
and routed via private conveyance system into a large wetland complex southwest of the site.
WATER
1. The project is within the City of Renton’s water service area in the Valley 196 hydraulic zone.
The approximate static water pressure is 75 psi at a ground elevation of 22’.
a. There is an existing 12” looped water line around the existing building (see drawing #
Record Dwg: W-227509).
b. There is an existing Water Main along SW 16th St (see drawing # Record Dwg: W-019104).
c. There is an existing Water Main along Raymond Ave SW (see drawing # Record Dwg: W-
174604).
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2. Below is a summary of the existing fire hydrants in the vicinity of the site. Please refer to the Fire
Authority for fire hydrant requirements:
a. One south of the building within the landscaping of the parking lot (Hydrant ID No. HYD-
SW-00681).
b. One southwest of the building next to the Springbrook (Hydrant ID No. HYD-SW-00680)
c. Three north of the building within the landscaping strip of SW 16th St. (Hydrant ID No.
HYD-SW-00200, HYD-SW-00678 & HYD-SW-00082).
d. One east of the building within the landscaping of the parking lot (Hydrant ID No. HYD-
SW-00723).
e. Three east of the building within the landscaping strip of Raymond Ave SW. (Hydrant ID
No. HYD-SW-00332, HYD-SW-00333 & HYD-SW-00334).
3. The site contains multiple existing water and fire meters that serves both of the buildings.
a. There is an existing 2” domestic water service and meter (MTR-007514) located north of
the building along SW 16th St that serves Building A.
b. There is an existing 2” domestic water service and meter (MTR-007509) located in the
southeast corner of the building in a landscape strip that serves Building B.
c. There is a premise-isolation backflow prevention device (RPBA) interior of the building.
Applicant to confirm location of the premise-isolation backflow prevention device.
d. There is an existing 2” irrigation service and meter (MTR-007510) located in the southeast
corner of the building in a landscape strip serving the site with a double check valve
assembly (DCVA) for backflow prevention located within the fire sprinkler riser room.
e. There is an existing 8” fire water service and meter (MTR-011767) located east of the
building serving the existing building with a double check detector assembly (DCDA)double
check valve assembly (DCVA) for backflow prevention located within the fire riser room in
the middle of the building.
f. There is an existing 10” fire water service and meter (MTR-011767) located north of the
building along SW 16th St serving the site with a double check detector assembly (DCDA)
for backflow prevention located within the fire sprinkler riser room.
4. The current plan does not change the number of fixtures within the space or alter the space in a
manner that anticipates upgrades to the water or fire demand. The requirements below may be
applicable if the scope of the project changes or major tenant improvements occur within the
space.
a. Renton Regional Fire Authority indicates that sprinklers are required throughout the space,
however, the system is approved as exists barring any changes to walls or ceilings.
b. If the project proposes to upsize the water meter or additional meters are needed, the
development will be subject to applicable water system development charges (SDC’s) and
meter installation fees based on the size of the new meters for domestic uses and fire
sprinkler use.
i. The SDC fee for water is based on the size of the new domestic water to serve the project.
The 2024 water fees are $4,850.00 per 1-inch meter, $24,250 per 1-1/2-inch meter,
$38,800 per 2-inch meter, $77,600 per 3-inch meter, and $121,250 per 4-inch meter.
ii. Water service installation charges for each proposed domestic water service is
applicable. Water Service installation fee is $2,875.00 per 1-inch service line, $4,605.00
per 1-1/2-inch service line, and $4,735.00 per 2-inch service line.
iii. Drop-in meter fee is $460.00 per 1-inch meter, $750.00 per 1-1/2-inch meter, and
$950.00 per 2-inch meter. Meters larger than 2-inches are set by the contractor and a
processing fee of $220 is required.
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iv. Final determination of applicable fees will be made after the water meter size has been
determined. SDC fees are assessed and payable at permit issuance.
v. Civil plans for the water main improvements will be required and must be prepared by
a professional engineer registered in the State of Washington. Please refer to City of
Renton General Design and Construction Standards for Water Main Extensions as
shown in Appendix K of the City’s 2019 Water System Plan. Adequate horizontal and
vertical separations between the new water main and other utilities (storm sewer pipes
and vaults, sanitary sewer, power, gas, electrical) shall be provided for the operation
and maintenance of the water main. Retaining walls, rockeries or similar structures
cannot be installed over the water main unless the water main is installed inside a steel
casing.
SEWER
1. Sewer service is provided by the City of Renton.
a. There is an existing 8’’ gravity wastewater main located within Raymond Ave SW (Record
Dwg: S-174606). There is also an existing 24’’ gravity wastewater main located within SW
16th St. The existing building is connected to the 24’’ sewer main with an 8’’ PVC sewer stub
and 6’’ side sewer lines to the north of the building.
2. If the existing sewer service will be reused, no sewer system development charges are applicable.
a. If the domestic water meter size is required to be upsized or additional meters are required
as a result of the project, applicable SDC fees would be required. Credit would be provided
for the existing meter size.
SURFACE WATER
1. There is a 24’’ public stormwater main within the SW 16th Street to the north of the project site
(Record Dwg: R-23380F). There is a 12” stormwater main system within Raymond Ave SW to the
east of the existing building (Record Dwg: R-174602).
2. The project is not currently proposing any exterior improvements. If exterior improvements are
proposed as a portion of the building permit application the following may be applicable.
a. A drainage report complying with the current Renton Surface Water Design Manual
(RSWDM) will be required if construction is proposed exterior to the existing building. Based
on the City’s flow control map, the site falls within the City’s Peak Rate Flow Control
Standard (Matching Existing Conditions). The site falls within the Black River Drainage Basin
and Springbrook Creek sub basin. Refer to Figure 1.1.2.A – Flow chart to determine the type
of drainage review required in the RSWM. No drainage review shall be required if there is
no construction proposed exterior to the existing building.
b. Erosion control measures to meet the City requirements may be required during
construction as needed.
c. Critical areas are present onsite or adjacent to the site that may affect stormwater review.
The southwest portion of the project site is within the Regulated Shoreline area, and the
project site is within the 100-year Special Flood Hazard Areas and high Seismic Hazard
Areas. The site may be subject to buffer restrictions being adjacent to Springbrook Creek,
regulated slopes, and wetlands.
3. If any exterior improvements are proposed with new impervious area, the 2024 Surface water
system development fee is $0.92 per square foot of new impervious surface, but no less than
$2,300.00. Fees that are current will be charged at the time of permit issuance. There is no storm
water impact fee for replaced impervious surface area.
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TRANSPORTATION
1. The project fronts SW 16th St to the north, Raymond Ave SW to the east and Oakesdale Ave SW
to the west at a small portion of the western property line. SW 16th St is a collector arterial and
Raymond Ave SW is a commercial access street and the site has multiple driveway cuts from both
streets. There are no driveway cuts to and from SW Oakesdale Ave SW.
2. As this project is proposing an interior remodel and no new construction or additions valued at
over $175,000, no street frontage improvements or right of way dedication are required,
however, if during Land-use and/or other agency reviews it is determined that outside site and
parking/lot improvements are required, the project may become subject to further transportation
review.
a. An accessible route of travel meeting American’s with Disabilities Act’s requirements (ADA)
from the public right of way to the working facilities is required and will be reviewed in
conjunction with the building permit submittal. The existing onsite ADA parking and
landings will also be reviewed. Additional parking spaces, restriping and ramps may be
required.
3. A traffic scoping memorandum dated September 11, 2024 was prepared by Transpogroup. The
site generated traffic volumes were calculated using data from the Institute of Transportation
Engineers (ITE) Trip Generation Manual, 11th Edition, (2021).
a. The analysis determined vehicular traffic generated from a proposed development did not
exceed 20 vehicles per hour in either the AM (6:00 – 9:00) or PM (3:00 – 6:00) peak periods
and provided a discussion on the methodology for determining how the ITE average trip
rate was calculated by using Industrial Park (Land Use 130) for the use versus Wholesale
Market (LU 860), Light Industrial (LU 110) and Business Park (LU 770).
b. For Industrial Park the ITE Land use description identifies for “several individual industrial
or related facilities. It is characterized by a mix of manufacturing, service, and warehouse
facilities” and also identifies the inclusion of small business”.
c. Staff concurs that these elements align with the proposed use, which is a small business
acquiring large appliances, completes repairs, and resells.
d. The proposal is anticipated to generate 40 weekday daily trips with 4 occurring during each
the weekday AM and PM peak hours. This does not take into account the existing use.
e. City staff concurs with the conclusion that “the proposed change in use is not anticipated to
result in a change in estimated trip generation; therefore, no additional traffic analysis is
required for the proposed development…additionally, the project would be required to pay
transportation impact fees; however, with no new trips added during the PM peak hour
with the proposed change in use, the fee for the project would be $0.”
4. Any change in project scope differing than described above may subject the development to
transportation impact fees. Fees will be assessed at the time of a complete building permit
application. The 2024 transportation impact fee for net new pm peak hour person vehicle trips is
$8,031.94 per trip.
GENERAL COMMENTS
1. 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.
Docusign Envelope ID: 4BEE4542-BE18-429B-A9C6-7CACF0AE0DE0