HomeMy WebLinkAboutPreapp_Mtg_Summary-PRE12-000048h:\ced\planning\current planning\preapps\12-048.rocale\12-048 (r-8 christelle ridge slopes expire plat).doc
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE:July 5, 2012
TO:Pre-Application File No. 12-048
FROM:Rocale Timmons, Associate Planner
SUBJECT:Christelle Ridge
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, Development Services 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 for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall
or online at www.rentonwa.gov
Project Proposal: The subject property is located at the intersection of SE 95th Way and Duvall
Ave NE. The applicant is proposing a preliminary plat for a 20-lot subdivision of a 3.53-acre site
located within the R-8 zoning designation. The proposed lots are intended for the eventual
development of detached single-family homes. The site abuts the King County boundary to the
north and access to the site would be gained from SE 95th Way in King County. The project
includes a cul-de-sac and private easements for direct access to the proposed lots. The site
contains steep slopes.
The applicant went before the City’s Hearing Examiner, on February 1, 2005, for a 22-lot
preliminary plat and approval was granted on April 18, 2005 (LUA04-100) subject to conditions
including a condition to reduce the number of lots down to 20. City Council adopted the
Examiner's recommendations. However, the preliminary plat approval expired on August 18,
2010 and the applicant is now requesting preliminary plat approval in order to simply proceed
to recording.
Since the original approval in 2005 the applicant has done a significant amount of grading. Very
little infrastructure has been constructed.
Current Use: The site is currently vacant.
Zoning/Density Requirements: The subject property is located within the R-8 zoning
designation. The density range allowed in the R-8 zone is a minimum of 4.0 to a maximum of
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8.0 dwelling units per acre (du/ac). 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. It appears the net density of the site would be approximately 6.6 du/ac. However,
since the exact area of the land within right-of-way dedications and access easements on site
were not provided with the pre-application materials, the net density could not be calculated.
Development Standards: The project would be subject to RMC 4-2-110A, “Development
Standards for Single Family Zoning Designations” effective at the time of complete application
(noted as “R-8 standards” herein).
Minimum Lot Size, Width and Depth – The minimum lot size permitted in the R-8 is 4,500 square
feet for parcels greater than 1 acre in size and 5,000 square feet for lots 1 acre or less in size.
The total lot area of the subject site is more than 1 acre; therefore a minimum lot size of 4,500
square feet is applicable to the proposed project. A minimum lot width of 50 feet for interior
lots and 60 feet for corner lots, as well as a minimum lot depth of 65 feet, is also required. The
proposal appears to comply with the lot size, width and depth requirements of the zone.
Building Standards – R-8 zone allows a maximum building coverage of 35% of the lot area or
2,500 square feet, whichever is greater for lots over 5,000 square feet in size and a maximum
impervious surface 75%. Building height is restricted to 30 feet from existing grade. Detached
accessory structures must remain below a height of 15 feet. The gross floor area must be less
than that of the primary structure. Accessory structures are also included in building lot
coverage calculations. The proposal’s compliance with the building standards would be
verified at the time of building permit review for the new residences to be located on all lots.
Building Design Standards – All single family residences would be subject to the Residential
Design Standards outlined in RMC 4-2-115. The proposal’s compliance with the residential
design standards would be verified at the time of building permit review for the new
residences to be located on all lots.
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-8 zone are 15
feet in front for the primary structure and 20 feet in front for the attached garage, 20 feet in the
rear, 5 feet on interior side yards, and 15 feet on side yards along streets (including access
easements) for the primary structure and 20 feet on side yards along streets (including access
easements) for the attached garage. The setbacks for the new residences would be reviewed at
the time of building permit.
The proposed setbacks are depicted incorrectly for proposed Lot 2. Please orient the front yard
setback to Whitman Place NE and the rear yard setback along the west. However, access can
still be gained via the proposed pipestem.
Access/Parking: Access to site is proposed via a road extended from SE 95th St which terminates
in a cul-de-sac. RMC 4-7-150, Streets– General Requirements and Minimum Standards,
requires that the proposed street system extend and create connections between existing
streets. A grid street pattern is required to be used to connect existing and new development
and shall be the predominant street pattern in any subdivision. The grid pattern may be
adjusted to a “flexible grid” by reducing the number of linkages or the alignment between roads,
where the following factors are present on site:
i. Infeasible due to topographical/environmental constraints; and/or
ii. Substantial improvements are existing.
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There are topographical constraints on the property therefore it does not appear a grid
pattern is feasible. The proposed road layout achieves the elimination of pipestem lots
previously requested.
Each lot is required to accommodate off street parking for a minimum of two vehicles.
Driveways: The maximum driveway slopes cannot exceed 15%, provided that driveways
exceeding 8% are to provide slotted drains at the lower end of the driveway. If the grade
exceeds 15%, a variance is required.
Landscaping – Except for 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 development standards require that all pervious
areas within the property boundaries be landscaped. The minimum on-site landscape width
required along street frontages is 10 feet.
Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape
requirements (enclosed). A conceptual landscape plan shall be submitted at the time of
Preliminary Plat application.
Significant Tree Retention: If significant trees (greater than 6-inch caliper) are proposed to be
removed a tree inventory and a tree retention plan along with a tree retention worksheet shall
be provided with the formal land use application. The tree retention plan must show
preservation of at least 30 percent of significant trees, and indicate how proposed building
footprints would be sited to accommodate preservation of significant trees that would be
retained. If the trees cannot be retained, they may be replaced with minimum 2 inch caliper
trees at a ratio of six to one.
Critical Areas: The site contains protected slopes (40% plus) and sensitive slopes (20% - 40%).
While there has been a significant amount of grading already accomplished on the site, the
proposal would continue to be considered a Hillside Subdivision. Greater attention will be paid
to the potential for drainage, erosion, and slope stability problems than other subdivisions.
The following additional standards shall apply to hillside subdivisions:
1. Application Information: Information concerning the soils, geology, drainage
patterns, and vegetation shall be presented in order to evaluate the drainage, erosion
control and slope stability for site development of the proposed plat. The applicant must
demonstrate that the development of the hillside subdivision will not result in soil
erosion and sedimentation, landslide, slippage, excess surface water runoff, increased
costs of building and maintaining roads and public facilities and increased need for
emergency relief and rescue operations.
2. Grading: Detailed plans for any proposed cut and fill operations shall be submitted.
These plans shall include the angle of slope, contours, compaction, and retaining walls.
3. Streets:
a. Streets may only have a grade exceeding fifteen percent (15%) if approved by the
Department and the Fire Department.
b. Street widths may be less than those required in the street standards for streets with
grades steeper than fifteen percent (15%) if parking prohibition on one or both sides of
the street is approved by the Administrator.
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4. Lots: Lots may be required to be larger than minimum lot sizes required by the Zoning
Code. Generally, lots in steeper areas of the subdivision should be larger than those in
less steep areas of the subdivision.
5. Erosion Control Requirements: Any clearing or grading shall be accompanied by
erosion control measures as deemed necessary by the Department.
The applicant is required to provide an updated geo-techinical report as part of the formal
land use application.
Environmental Review: Environmental (SEPA) Review is required for projects nine lots or
greater, or on sites that contain critical areas. However, SEPA was conducted as part of the
original approval. As long as the proposal’s impacts are not substantially increased the applicant
would not be required to obtain an additional SEPA determination.
Permit Requirements:
The proposed subdivision would require Preliminary Plat Approval. All land use permits would
be processed within an estimated time frame of 8 weeks. The Preliminary Plat Review
application fee is $4,000. A 3% technology fee would also be assessed at the time of land use
application. Detailed information regarding the land use application submittal is provided in the
attached handouts.
Fees: In addition to the applicable building and construction fees, the following mitigation fees
would be required prior to the recording of the plat. Impact fees, which would replace
mitigation fees, may be adopted prior to construction. Those fees are to be determined. The
following are current fees:
A Fire Mitigation fee of $488.00 per new single family residence.
A Transportation Mitigation Fee based on $75.00 per each new average
daily trip attributable to the project; and
A Parks Mitigation Fee based on $530.76 per new single family residence.
A handout listing all of the City’s Development related fees in attached for your review.
Expiration: The preliminary plat approval is valid for seven years with a possible one-year
extension.
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE:July 2, 2012
\g June 14, 2010
TO:Rocale Timmons, Planner
FROM:Jan Illian, Plan Review
SUBJECT:Christelle Ridge
Corner of 95th Way SE and Duvall Ave NE
PRE 12-048
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. The following comments are
based on the pre-application submittal made to the City of Renton by the applicant.
Water
1. Water service will be provided by the City of Renton. The site is located in the 565 water pressure
zone. There is a 12-inch water main stub in SE 95th Street. Extension of the 12-inch water main will be
required across the frontage of the site in 95th Way SE, and a new 8-inch water main will be required to
be extended into the plat.
2. All new construction must have fire hydrants capable of delivering a minimum of 1,000 gpm. One
primary hydrant is required within 300 feet of the buildings. Homes larger than 3,600 square feet will
require an additional hydrant and may require sprinklers. Final determination will be made by the Fire
Department.
3. System development fees for water are based on the size of the new domestic water to serve the
new homes on the new lots. Fee for a ¾- inch water meter is $2,236.00. Fee for a 1-inch water meter is
$5,589.00. Fees are required to be paid prior to issuance of the utility construction permit.
4. Fee for a ¾-inch meter installed by the City is $240.00. Fee for a 1-inch meter installed by the City is
$250.00
Sanitary Sewer
1. Sewer service will be provided by the City of Renton. A new 8-inch sewer main will be required to be
extended along the frontage to Tract A. Extension of the 8-inch sewer to the east property line will be
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required, as well as extended into the plat. In order to provide sewer service to this parcel, a sewer lift
station will be required.
2. Sewer System Development fees are based on the size of the new domestic waters to serve the new
homes on the new lots. Sewer fee for a ¾- inch water meter is $1,591.00. Sewer fee for a 1-inch water
meter is $3,977.00.
3. This parcel falls within the boundaries of the Honey Creek Sewer Assessment District. Sewer fee is
$250 per new single family lot.
Storm Drainage
1. There are limited storm drainage improvements in the area.
2. A drainage plan and drainage report will be required with the site plan application. The report shall
comply with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to
the KCSWM, Chapters 1 and 2. All core and any special requirements shall be contained in the report.
Based on the City’s flow control map, this site falls within the Flow Control Duration Standard, Forested
Conditions. The drainage report will need to follow the area specific flow control requirements under
Core Requirement #3.
3. A geotechnical report for the site is required. Information on the water table and soil permeability,
with recommendations of appropriate flow control BMP options with typical designs for the site from
the geotechnical engineer, shall be submitted with the application.
4. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of
the site exceeds one acre.
5. Surface Water System Development fees are $1,012 per each lot. This is payable prior to issuance of
the construction permit.
Transportation/Street
1. The following street improvements will be required:
The internal street will include a pavement width of 26 feet, 5-foot sidewalk, and 8-foot planter
strips along both sides of the new street. This will accommodate a 42-foot of right-of-way, which
will include a 3-foot easement.
2. LED street lighting is required within the plat.
3. Current traffic mitigation fees are $717.75 per new single-family lot. These fees are payable prior to
recording of the plat. A fee increase is expected in 2014.
4. Street improvements fronting the site along SE 95th Way shall be designed and approved by the City
of Newcastle.
5. All trench work and paving shall comply with the City for Renton’s Street Restoration and Overlay
Requirements.
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General Comments
1. All construction utility permits for drainage and street improvements will require separate plan
submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a
licensed Civil Engineer.
2. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of
the drainage report, permit application, an itemized cost of construction estimate, and application fee at
the counter on the sixth floor.
3. All subdivisions shall provide water, sewer and storm stubs to each new lot prior to recording of the
plat.
4. Owner is required to secure all necessary easements needed to construct and record this plat.
Easements require city review and approval prior to recording
5. A geotechnical report and verification in writing from a structural engineer is required to be provided
to ensure the integrity of the retaining wall that was constructed is structurally sound and will support
the proposed development.