HomeMy WebLinkAboutPN_Project_Narrative_220415_V1.pdfFebruary 14, 2022
Alex Morganroth
Senior Planner
City of Renton
1055 South Grady Way
Renton, WA 98057
Re: Towns on 12th – Project Narrative
CORE Project No. 21008
Dear Alex Morganroth:
The site consists of seven parcels that have a total approximate gross area of 6.55-acres. The project site
has frontage along NE 12th Street and NE Sunset Boulevard. A vacant single-family residence and
accessory storage building are existing on Parcel# 042305-9067 and will be demolished as a result of this
development. Two additional single-family residences are located on Parcel#(s) 042305-9101 and -9247.
These residences will be demolished as well. The sites topography generally slopes from its high points
in the south-central region to its low point in the north. The approximate elevation change is 38-feet.
Vegetation onsite consists of mowed lawn and natural vegetation, with pines and deciduous trees. From
aerial imagery it appears that the northern and eastern boundaries of the site are lined with matures
trees. There are also a few mature trees scattered along the driveway access points and around the
existing residence.
Four parcels to the south hold a zoning designation of R-10 (Residential – 10 dwelling units per acre), and
the three northernmost parcels hold the zoning designation of RM-F (Residential Multi-family). All parcels
have a comprehensive plan designation of Residential High Density. The three parcels zoned as RM-F also
have an Urban Design District B Overlay applied to them. The entire project site is also located within the
Highlands Community Planning Area. Neighboring and adjacent parcels hold the following zoning
designations; North – RM-F (Residential Multi-family), East – CA (Commercial Arterial), South – R-8
(Residential-8 dwelling units per acre), and West – R-8 & R-10.
The project intent is to entitle a 92 Unit Lot Subdivision with building footprints ranging 720 to 1,000
square feet. All lots are planned to gain access via one public roadway directly accessing onto NE 12th
Street, with a terminating cul-de-sac. No access will be gained from NE Sunset Boulevard. Multiple public
alleys will be utilized internally to access smaller groupings of unit lots. At least two garage parking stalls
will be provided within the boundaries of each unit lot, and extra parallel parking stalls will be provided
along the new public roadway. Interconnecting sidewalks will be placed throughout the project so that
pedestrians can access the entire development and external multi-modal infrastructure. There are
utilities serving the existing residence, and upgrades will be required on water/sewer service line along
NE 12th Street. One stormwater detention vault serving the entire development will be located to the
north. Water quality for the site will be treated via a Biopod proprietary water quality media filter
manufactured by Oldcastle. Impact fees will be due for the water/sewer, transportation, and fire
infrastructure special districts.
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Dwellings will be constructed using a two-story, townhome-style design with common wall property
lines. In observation of density requirements for two different zoning designations onsite, multiple
townhome designs will be utilized. Two dwelling-designs inside the R-10 zoning district will provide 9
unit lots with approximately 1,700 square feet of livable space each, equaling a net density of 9.83
dwelling units per acre. The third dwelling-design within the RM-F zoning district will provide 83 unit lots
with approximately 1,000 square feet of livable space each, equaling a net density of 18.41 dwelling units
per acre.
Steep slopes, moderate landslide hazards and a portion of a Category III wetland buffer are located
onsite. The area to the north is denoted as a moderate landslide hazard has been analyzed by a
professional Geotechnical Engineer and a conclusion was made that the area will withstand the
thresholds set for earthquake loading required by the International Building Code. The analyses also
noted that a re-evaluation will be needed once site grading has been performed. Soil types onsite
include, Alderwood gravelly sandy loam, 8 to 15 percent slopes, and Arents, Alderwood material, 6 to 15
percent slopes. Based on the professional Biologist’s analysis, a reduction of the required 75’ wetland
buffer to 56.25’ has been determined to not jeopardize the wetland ecology. In addition to this reduced
wetland buffer a 15’ structure buffer will be observed. Of the 390 trees identified 13 trees will be
retained. Please see the associated the Tree Retention Plan for more information.
In support of the Dalpay Project, regarding the Preliminary Plat Review process, an itemized listing of
application materials requirement #4 is included below.
Project Name:Towns on 12th
Parcel Numbers:042503-9063, 042305-9067, 042305-9099, 042305-9100, 042305-
9101, 042305-9140, & 042305-9247
Size:6.55± Acres / 285,204± Square Feet (7 Parcels)
Location:3916, 3924, & 3926 NE 12th Street
Remaining Parcels have no address assigned; South side of NE
Sunset Boulevard, north side of NE 12th Street, near Union Avenue
NE.
Zoning Designation:R-10 – Two parcels adjacent to NE 12th Street, &
RM-F – Four parcels adjacent to NE Sunset Boulevard
Neighboring Zoning
Designation:
North: RM-F, East: CA, South: R-8, West: R-8
Current Use:Vacant/Undeveloped; One existing, unoccupied single-family
residence; and Two existing, occupied single-family residences.
Site Features:Category III Wetland to the southwest, & both Protected and
Sensitive Steep Slope Areas
Wetlands Offsite Wetland Rating Summary by Altmann Oliver Associates, LLC
Slopes Geotechnical Report by Terra Associates, Inc.
Soil Type Statement:‘In general, the soil conditions at the site consisted of
approximately 6 to 12 inches of topsoil overlaying approximately 3
to 8 feet of medium dense silty sand over medium dense to very
dense sand with silt and gravel and silty sand with gravel to the
termination of the test pits…In our opinion, the soil conditions we
observed at the site will be suitable for support of the proposed
development, provided the recommendations presented in this
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report are incorporated into project design and construction.’
~Geotechnical Report by Terra Associates, Inc.
Drainage Conditions Statement:‘…Drainage along NE 12th Street will be collected and discharged to
the existing conveyance system along NE 12th Street…Impervious
areas for the site were calculated based off of city zoning…Flow
control facilities have been designed using WWHM…The Project will
utilize a standard detention vault to provide flow control.’
~Technical Information Report by Core Design, Inc.
Proposed Use:Simple-Fee Lot Ownership entitled through Unit Lot Subdivision
Number of Lots 92 Townhome-Style Unit Lots
Lot Size Unit lot = 720 sqft or 1000 sqft footprints,
Lot Density R-10: 9.90 DU/AC (Net); 9 Lots Proposed
RMF: 18.41 DU/AC (Net) ; 83 Lots Proposed
Structure Height Two-story and Three-story
Square footage 1000 sqft to 1700 sqft per dwelling
Lot Coverage Lot coverage equals the unit footprint noted in Lot Size.
Stormwater Underground detention vault to the north with Biopod proprietary
water quality media filter
Parking Two garage parking spaces, plus limited parallel on-street parking.
Access One public roadway access point on NE 12th Street, with a
terminating cul-de-sac, and multiple public alleys internally.
Offsite Improvements:Frontage Improvements along NE 12th Street & NE Sunset Blvd.
Water, Sewer, Transportation, and Fire District Impact Fees
Sidewalks Internal Pedestrian Circulation of Sidewalks Onsite, 5’ Sidewalk
along NE 12th Street and connection to Sunset Blvd
Fire hydrants Five (5) New Fire Hydrants Onsite
Water Main N/A
Sewer Main N/A
Estimated Construction Costs:Assessed as construction plans develop & market value established.
Estimated Fair Market Value:Assessed as construction plans develop & market value established.
Estimated Excavation Cut/Fill:Approx. 13,355 CY of Cut & 13,250 CY of fill.
Trees to be Retained:46 (See Retention Plan)
Land Dedicated to City:New public roadway with a cul-de-sac; Approx. 28,000 sqft
Sincerely,
CORE DESIGN, INC.
Holli Heavrin, P.E.
Principal Project Manager