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DEPARTMENT OF COMMUNITY r'' "'
AND ECONOMIC DEVELOPMENT
A. ADMINISTRATIVE REPORT & DECISION
DECISION:
❑ APPROVED ® APPROVED SUBJECT TO CONDITIONS ❑ DENIED
RFPORTDATE:
April 22, 2016
Project Name:
Bilti Short Plat
Owner:
Simon & Cecilia Bilti; 11624 SE 192"0 St; Renton, WA 98057
Applicant/Contact:
J. Hanson Consulting; 17446 Mallard Cove Lane; Mt. Vernon, WA 98274
File Number:
LUA16-000012, SHPL-A, MOD
Project Manager:
Rocale Timmons, Senior Planner
Project Summary:
The applicant is requesting an Administrative Short Plat, street modification, and
street improvement waiver for a four -lot subdivision of a 30,047 square foot
property, within the R-8 zone, into 4 single family residential lots. The existing
home would be retained and existing accessory structures would be demolished.
A storm water detention vault would be located in the southeast corner of the
site. Density would be approximately 7 dwelling units per net acre. Vehicle access
to proposed lots would be through a new shared driveway along the southern
border of the site extending from 116th Ave 5E. Lot sizes range from 5,043 to
7,673 square feet. Studies submitted include tree retention worksheet,
geotechnical report, drainage report, and landscape plan. A waiver from street
improvements along 116th Ave SE, and a modification of RMC 4-6-060H2 to allow
a private street longer than 150 feet without a turnaround has been requested.
Project Location:
19116116 th Ave SE
Site Area:
30,047 square feet (0.69 acres)
Project Location Map
Short Plot Report
City of Renton Department of Community & Economic Development Administrative Report & Decision
GILT! SHORT PLAT LUA16-000012, 5HPL-A, MOD
April 22, 2016 Page 2 of 18
B. EXHIBITS:
Exhibit 1: Staff Report
Exhibit 2: Short Plat Plan
Exhibit 3: Landscape Plan
Exhibit 4: Wetland Reconnaissance, prepared by Altmann Oliver Associates, LLC (October 13, 2015)
Exhibit 5: Tree Retention Worksheet
Exhibit 6: Drainage Report, prepared by Offe Engineers, PLLC (November 20, 2015)
Exhibit 7: Utility Plan
Exhibit 8: Geotechnical Services Report, prepared by Robert M. Pride, LLC (date October 8, 2015)
C. GENERAL INFORMATION:
Simon & Cecina Bilti
1. Owner(s) of Record: 11624 SE 192nd St
Renton, WA 98057
2. Zoning Classification:
3. Comprehensive Plan Land Use Designation:
4. Existing Site Use:
5. Critical Areas:
6. Neighborhood Characteristics:
a. North:
b. East:
c. South:
d. West:
6. Site Area:
Single Family Residential, R-8
Single Family Residential, R-4
Single Family Residential, R-8
Single Family Residential, R-8
0.69 Acres
D. 'CAL/BACKGROUND:
Residential -8 (R-8)
Residential Medium Density (MD)
Existing single family residence (proposed to
remain)
None
Action Land Use File No. Ordinance No. Date
Comprehensive Plan N/A 5758 06/22/2015
Zoning N/A 5758 06/22/2015
Annexation N/A 5327 03/01/2008
E. PUBLIC SERVICE'S:
1. Existing Utilities
a. Water: Water service is provided by the Soos Creek Water and Sewer District.
b. Sewer: Sewer service is provided by the Soos Creek Water and Sewer District.
Short Plat Report
City of Renton Department of Cor ity & Economic Development Administrative Report & Decision
BILTI SHORT PLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 3 of 18
c. Surface/Storm Water: The existing property does not contain stormwater facilities. There are
stormwater mains located in 116th Ave SE fronting the subject property.
2. Streets: The subject property fronts on 116th Ave SE which is classified as a minor arterial street.
3. Fire Protection: City of Renton Fire Department
F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE:
1. Chapter 2 Land Use Districts
a. Section 4-2-020: Purpose and Intent of Zoning Districts
b. Section 4-2-070: Zoning Use Table
c. Section 4-2-110: Residential Development Standards
d. Section 4-2-115: Residential Design and Open Space Standards
2. Chapter 4 Property Development Standards
3. Chapter 6 Streets and Utility Standards
a. Section 4-6-060: Street Standards
4. Chapter 7 Subdivision Regulations
a. Section 4-7-070: Detailed Procedures for Short Subdivision
5. Chapter 9 Permits Specific
b. Section 4-9-250: Variances, Waivers, Modifications, and Alternates
6. Chapter 11 Definitions
G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN:
1. Land Use Element
H. FINDINGS OF FACT (FOF):
1. The applicant is requesting an Administrative Short Plat, street modification, and street improvement
waiver for a four -lot subdivision.
2. The Planning Division of the City of Renton accepted the above master application for review on
January 12, 2016 and determined the application complete on January 19, 2016. The propsoal
complies with the 120 day review requirement.
3. The subject property is located on the east side of 116th Ave SE just north of SE 192nd St. The site
currently contains a single family residence proposed to remain on site following approval of the short
plat.
4. Access to the site would be provided via a new 26 -foot wide shared driveway off of Lyons Avenue NE.
S. The 0.69 acre site is located within the Residential Medium Density (MD) Comprehensive Plan land use
designation. The site is located within the Residential -8 (R-8) zoning classification.
6. The four lots would result in a net density of 7.02 dwelling units per acre (du/ac).
7. The project site is surrounded by existing single family residences.
8. In addition to the proposed four lots, a tract is propsoed for access.
9. There are 2 significant trees located within the proposed development area. Both trees are proposed to
be removed as part of the development of the short plat.
Short Plat Report
City of Renton Deportment of Con city & Economic Devefopment Administrative Report & Decision
BILT1 SHORT PLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 4 of 18
10. There are no critical areas located on site.
11. Approximately 980 cubic yards of material would be cut on site and approximately 470 cubic yards of
fill is proposed to be Brought into the site.
12. The applicant is proposing to begin construction in Summer of 2016.
13. Staff received no public comments.
14. Representatives from various city departments have reviewed the application materials to identify and
address issues raised by the proposed development. These comments are contained in the official file,
and the essence of the comments has been incorporated into the appropriate sections of this report
and the Departmental Recommendation at the end of this report.
15. Comprehensive Plan Compliance: The site is designated Residential Medium Density (MD) on the City's
Comprehensive Plan Map. Land designated MD is intended to be used for place areas that can support
high-quality, compact, urban development with access to urban services, transit, and infrastructure,
whether through new development or through infill, within the Residential Medium Density (MD)
Designation. The proposal is compliant with the following Comprehensive Plan Goals and Policies if all
conditions of approval are met:
Compliance
Comprehensive; Plan Analysis
✓
Policy L-3: Encourage infill development of single-family units as a means to meet
growth targets and provide new housing.
Goal L -I: Utilize multiple strategies to accommodate residential growth, including:
• Development of new single-family neighborhoods on large tracts of land outside
the City Center,
,i
• Development of new multi -family and mixed-use in the City Center and in the
Residential High Density and Commercial Mixed Use designations, and
• Infill development on vacant and underutilized land in established neighborhoods
and multi -family areas.
✓
Policy L-49: Address privacy and quality of life for existing residents by considering
scale and context in infill project design.
Policy L-51: Respond to specific site conditions such as topography, natural features,
and solar access to encourage energy savings and recognize the unique features of the
site through the design of subdivisions and new buildings.
✓
Goal L -BB: Maintain a high quality of life as Renton grows by ensuring that new
development is designed to be functional and attractive.
16. Zoning Development Standard Compliance: The site is classified Residential -8 (R-8) on the City's Zoning
Map. The Residential -8 Zone (R-8) The Residential -8 Zone (R-8) is established for single family
residential dwellings allowing a range of four (4) to eight (8) dwelling units per net acre. It is intended to
implement the Residential Medium Density Comprehensive Plan designation. Development in the R-8
Zone is intended to create opportunities for new single family residential neighborhoods and to
facilitate high-quality infill development that promotes reinvestment in existing single family
neighborhoods. The proposal is compliant with the following development standards, pursuant to RMC
4-2-110A (ORD 5759), if all conditions of approval are met:
Short Plat Report
City of Renton Department of Con ity & Economic Development Administrative Report & Decision
BILTI SHORTPLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 5 of 18
Compliance
R-8 Zone Develop Standards and Analysis
Density: The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum
of 8.0 dwelling units per net acre. Net density is calculated after the deduction of
sensitive areas, areas intended for public right-of-way, and private access easements.
,i
Staff Comment: After the deduction of the proposed 5,290 square foot shared
driveway tract from the 30,047 square foot gross site area, the project site would have
a net area of 24,757 square feet (0.57 acres). The proposal for four lots on the project
site would result in a net density of 7.02 dwelling units per acre (4 lots / 0.57 acres =
7.02 du/ac), which is within the allowed density range of the R-8 zone.
Lot Dimensions: The minimum lot size permitted in the R-8 zone is 5,000 square feet.
A minimum lot width for cluster development of 50 feet is required (60 feet for corner
lots) and a minimum lot depth of 80 feet is required.
The following table identifies the proposed approximate dimensions for Lots 1-4 and
the access tract.
Proposed Lot
Lot Size (sq. ft.)
Lot Width (feet)
Lot Depth (feet)
Lot 1
7,673
77
100
Lot 2
5,043
65
77
Lot 3
5,043
65
77
Lot 4
6,940
69
100
Access Tract
3,093
N/A
N/A
Staff Comment: The proposed lots would comply with the minimum lot size, width, and
depth requirements for development within the R-8 zone.
Setbacks:: The required setbacks in the R-8 zone are as follows: front yard is 20 feet,
side yard is 5 feet, side yard along the street 15 feet, and the rear yard is 20 feet.
Staff Comment: The existing residence proposed to remain on proposed Lot 1 would
Compliant if
maintain a 43.6 foot front yard setback, a 19.9 foot rear setback, and a minimum 5 -
Condition of
foot side yard setback from the proposed access tract. The proposal does not comply
Approval is
with the rear yard setback requirement of the R-8 zone for the existing residences.
Met
Therefore, staff recommends as a condition of approval, the applicant revise the short
plat plan to maintain a 20 foot rear yard setback from the existing residence to the
new property. The revised plot plan shall be submitted to, and approved by, the
Current Planning Project Manager prior to construction permit approval. The setbacks
for all new residences would be verified at the time of building permit review.
Building Standards: The R-8 zone has a maximum building coverage of 50% and a
maximum impervious surface coverage of 65%.
In the R-8 zone, a maximum building height of 2 stories with a wall plate height of 24
Compliant if
feet is permitted. Roofs with a pitch equal to or greater than 4:12 may project an
condition of
additional six (6) vertical feet from the maximum wall plate height; common rooftop
approval is
features, such as chimneys, may project an additional four (4) vertical feet from the
met
roof surface. Non-exempt vertical projections (e.g., decks, railings, etc.) shall not
extend above the maximum wall plate height unless the projection is stepped back
one -and -a -half (1.5) horizontal feet from each facade for each one (1) vertical foot
above the maximum wall plate height.
Short Plot Report
City of Renton Department of Cor ity & Economic Development Administrative Report & Decision
BILTI SHORT PLAT LUA16-000012, SHPL-A, MDU
April 22, 2016 Page 6 of 18
Wall plates supporting a roof with only one (1) sloping plane (e.g., shed roof) may
exceed the stated maximum if the average of wall plate heights is equal or less than
the maximum wall plate height allowed.
Staff Comment: The existing one-story single family residence proposed to remain on
Lot 1 would have a building coverage of 11 percent (820 square foot building foot print
/ 7,673 square foot lot area= 11%). The existing single family residence would comply
with the height and building coverage requirements of the R-8 zone. However
information regarding the impervious surface area was not provided with the
submittal materials and as a result compliance with the maximum impervious surface
requirements could not be confirmed. Therefore, staff recommends as a condition of
approval the applicant be required to demonstrate compliance with the impervious
surface requirements of the R-8 zone prior to engineering permit approval. A revised
short plat layout and impervious surface calculations shall be submitted to the Current
Planning Project Manager at the time of Utility Construction Permit for review and
approval.
Building height, building coverage, and impervious surface coverage for the new single
family residences would be verified at the time of building permit review.
Landscaping: The City's landscape regulations (RMC 4-4-070) require a 10 -foot
landscape strip along all public street frontages. Additional minimum planting strip
widths between the curb and sidewalk are established according to the street
development standards of RMC 4-6-060. Street trees and, at a minimum,
groundcover, are to be located in this area when present. Spacing standards shall be
as stipulated by the Department of Community and Economic Development, provided
there shall be a minimum of one street tree planted per address. Any additional
undeveloped right-of-way areas shall be landscaped unless otherwise determined by
the Administrator. Where there is insufficient right-of-way space or no public
frontage, street trees are required in the front yard subject to approval of the
Administrator. A minimum of two trees are to be located in the front yard prior to
final inspection for the new Single Family Residence.
Staff Comment: A Conceptual Landscape Plan (Exhibit 3) was submitted with the short
plat application materials. A 10 foot onsite landscape strip is proposed along the site's
co if 116x'' Ave SE street frontage and a 3 foot landscape strip is proposed on the south side
condition
ion of of the access tract. A Plant Schedule was included on the Landscape Plan (Exhibit 3),
approval is the fallowing plants are proposed within the onsite landscape strips: Autumn brilliance
mett trees, dwarf burning bush, arborvitae, crimson pugmy, harbor dwarf nandina, daylily,
Autumn joy sedum, heartleaf bergenia, and kinnikinnick.
The proposal does not include street trees in the front yard for those lots with no public
street frontage. At a minimum, two (2) trees are required to be located in the front
yard of each lot. Additionally, it is unclear the need for a reduction of the 10 foot wide
landscape strip fronting 116x' Ave SE, for what appears to be an expanded driveway
for the existing home. The landscape plan also includes 1 -gallon shrubbery to be
planted which does not comply with the landscaping requirements pursuant to RMC 4-
7-070. Finally, a combination of fencing, kinnikinnick, and arborvitae is provided along
the southern property line in order to screen the proposed drive -aisle. in order to
support the requested modification, staff is recommending the provision of fencing
and arborvitae for the full extent of the proposed shared driveway along the southern
property line (see FOF 22, Street Modification Analysis).
recommends as a condition of approval, that a revised detailed
Short Plat Report
City of Renton Department of Cor ity & Economic Development Administrative Report & Decision
BILT! SHORT PLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 7 of 18
landscape plan, compliant with RMC 4-7-070, shall be submitted at the time of Utility
Construction Permit Review for review and approval by the Current Planning Project
Manager. The revised landscape plan shall include: at least two (2) trees within the
front yard for those lots with no public street frontage, a 10 foot on-site landscape
strip along 116`h Ave SE, with the exception of areas for required walkways and
driveways; shrubs must be at least a two (2) gallon container size at planting; and the
provision of fencing and arborvitae for the full extent of the proposed shared driveway
along the southern property line.
On-site landscaping shall be installed prior to final inspection for the individual homes,
landscaping within the right-of-way shall be installed prior to short plat recording.
Tree Retention: The City's adopted Tree Retention and Land Clearing Regulations
require the retention of 30 percent of trees in a residential development.
Significant trees shall be retained in the following priority order:
Priority One: Landmark trees; significant trees that form a continuous canopy;
significant trees on slopes greater than twenty percent (20%); Significant trees
adjacent to critical areas and their associated buffers; and Significant trees over sixty
feet (60') in height or greater than eighteen inches ( 18") caliper.
Priority Two: Healthy tree groupings whose associated undergrowth can be preserved;
other significant native evergreen or deciduous trees; and Other significant non-
native trees.
Priority Three: Alders and cottonwoods shall be retained when all other trees have
been evaluated for retention and are not able to be retained, unless the alders and/ or
cottonwoods are used as part of an approved enhancement project within a critical
area or its buffer.
A minimum tree density shall be maintained on each residentially zoned lot. For
detached single family development, the minimum tree density is two (2) significant
trees for every five thousand (5,000) square feet. The tree density may consist of
existing trees, replacement trees, trees required pursuant to RMC 4-4-070F1, Street
Frontage Landscaping Required, or a combination.
Staff Comment: A Tree Retention Worksheet (Exhibit 5) and Conceptual Landscape
Plan (Exhibit 3) were submitted with the project application materials. According to
the Tree Retention Worksheet (Exhibit 5), a total of 2 trees are currently located on
site. Both trees are located within the proposed access tract. Therefore no trees are
required to be retained.
In addition, a tree planting plan was included on the Conceptual Landscape Plan
(Exhibit 3). To comply with the minimum tree density requirements, the applicant is
required to plant 2 significant trees, or gross equivalent caliper inches, per 5,000
square feet of lot area. Based on the lot areas proposed, the applicant would be
required to provide a minimum of 2 trees on each lot. Compliance with this
requirement may be achieved through the installation of additional trees, retention of
existing trees, or a combination thereof. In order to comply with the minimum tree',
density requirements, staff recommends, as a condition of approval, that a detailed
landscape plan be submitted at the time of Utility Construction Permit Application. The
detailed landscape plan shall demonstrate compliance with minimum tree density
requirement. Compliance with this requirement may be accomplished through the
installation of minimum 2 inch caliper trees or through the retention of existing trees
Short Plat Report
City of Renton Department of Corr ity & Economic Development Administrative Report & Decision
BIL TI SHORT PLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 8 of 18
17. Design Standards: Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R-
8 zone. The Standards implement policies established in the Land Use Element of the Comprehensive
Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the
subdivision. Compliance with Residential Design Standards would be verified prior to issuance of the
building permit for the new residential dwellings. The existing home, to be retained on proposed Lot 1,
would not be required to comply with the Residential Design Standards as a result of the subject short
plat. The proposal is consistent with the following design standards, unless noted otherwise:
Lot Configuration: One of the following is required:
N/A 1. Lot width variation of 10 feet (10') minimum of one per four (4) abutting
street -fronting lots, or
Short Plat Report
or a combination thereof. The revised landscape plan shall be submitted to the Current
Planning Project Manager for review and approval.
The trees shall be installed prior to the final inspection for the new homes.
Parking: Parking regulations require that a minimum of two parking spaces be
provided for each detached dwelling.
Driveway cuts are required to be a minimum of 5 feet from property lines and new
driveways may be a maximum of 16 feet in width for a two car garage and 9 feet for a
one car garage at the property line. Maximum driveway slopes shall not exceed fifteen
percent (15%); provided, that driveways exceeding eight percent (8%) shall provide
slotted drains at the lower end with positive drainage discharge to restrict runoff from
entering the garage/residence or crossing any public sidewalk.
Staff Comment: The existing single family residence proposed to remain on Lot 1
Compliant if
provides adequate area for the parking of a minimum of two vehicles. The current
condition of
driveway access located along the west property line would be removed and a new
approval is
driveway would extend from the proposed shared driveway tract. However, it is
met
unclear if the proposal complies with the maximum driveway width allowance. To
ensure that the new driveway to the existing residence complies with the driveway
standards, staff recommends, as a condition of approval, that the applicant be
required to limit the width of the new driveway, on proposed Lot 1, to a maximum of
16 feet for a two car garage and 9 feet for a one car garage at the property line. A
revised short plot plan shall be submitted at the time of Utility Construction Permit
application for review and approval by the Current Planning Project Manager prior to
the issuance of the Construction Permit.
Parking requirements and driveway grades for the new residences proposed on
proposed Lots 2-4 would be verified at the time of building permit review.
Fences and Retaining Walls: In any residential district, the maximum height of any
fence, hedge or retaining wall shall be seventy two inches (72"). Except in the front
yard and side yard along a street setback where the fence shall not exceed forty eight
N/A
inches (48") in height.
There shall be a minimum three-foot (3') landscaped setback at the base of retaining
walls abutting public rights-of-way.
Sta ft Comment: No fences or retaining walls are proposed.
17. Design Standards: Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R-
8 zone. The Standards implement policies established in the Land Use Element of the Comprehensive
Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the
subdivision. Compliance with Residential Design Standards would be verified prior to issuance of the
building permit for the new residential dwellings. The existing home, to be retained on proposed Lot 1,
would not be required to comply with the Residential Design Standards as a result of the subject short
plat. The proposal is consistent with the following design standards, unless noted otherwise:
Lot Configuration: One of the following is required:
N/A 1. Lot width variation of 10 feet (10') minimum of one per four (4) abutting
street -fronting lots, or
Short Plat Report
City of Renton Deportment of Corr ity & Economic Development Administrative Report & Decision
BILTI SHORT PLAT LUA26-000012, SHPL-A, MOD
April 22, 2016 Page 9 of 18
Short Plat Report
2. Minimum of four (4) lot sizes (minimum of four hundred (400) gross
square feet size difference), or
3. A front yard setback variation of at least five feet (5') minimum for at
least every four (4) abutting street fronting lots.
Garages: One of the following is required; the garage is:
1. Recessed from the front of the house and/or front porch at least eight
feet (8'), or
2. 2.1-ocated so that the roof extends at least five feet (5') (not including
eaves) beyond the front of the garage for at least the width of the garage
plus the porch/stoop area, or
3. Alley accessed, or
Compliance
4. Located so that the entry does not face a public and/or private street or
not yet
demonstrated
an access easement, or
5. Sized so that it represents no greater than fifty percent (50%) of the
width of the front facade at ground level, or
6. Detached.
The portion of the garage wider than twenty six -feet (26') across the front shall be
set back at least two feet (2').
Staff Comment: Compliance for this standard would be verified at the time of
building permit review.
Primary Entry: One of the following is required:
1. Stoop: minimum size four feet by six feet (4'x 6') and minimum height
twelve inches (12") above grade, or
Compliance
2. Porch: minimum size five feet (5') deep and minimum height twelve
not yet
inches (12") above grade.
demonstrated
Exception: in cases where accessibility (ADA) is a priority, an accessible route may be
taken from a front driveway.
Staff Comment: Compliance for this standard would be verified at the time of building
permit review.
Facade Modulation: One of the following is required:
1. An offset of at least one story that is at least ten feet (10') wide and two
Compliance
feet (2') in depth on facades visible from the street, or
not yet
2. At least two feet (2') offset of second story from first story on one street
demonstrated
facing facade.
Staff Comment: Compliance for this standard would be verified at the time of building
permit review.
Compliance
windows and Doors: Windows and doors shall constitute twenty-five percent (25%)
not yet
of all facades facing street frontage or public spaces.
demonstrated
Staff Comment: Compliance for this standard would be verified at the time of building
permit review.
NIA
Scale, Sulk, and Character: N/A
Compliance
Roofs: One of the following is required for all development:
not yet
1. Nip or gabled with at least a six to twelve (6:12) pitch for the prominent
Short Plat Report
City of Renton Deportment of Con ity & Economic Development
BILTI SHORT PLAT
April 22, 2016
Administrative Report & Decision
LUA16-000012, SHPL-A, MOD
Page 10 of 18
demonstrated
form of the roof (dormers, etc., may have lesser pitch), or
2. Shed roof.
Additionally, for subdivisions greater than nine (9) lots: A variety of roof forms
appropriate to the style of the home shall be used.
Staff Comment: Compliance for this standard would be verified at the time of building
permit review.
Eaves: Both of the following are required:
1. Eaves projecting from the roof of the entire building at least twelve
Compliance
inches (12") with horizontal fascia or fascia gutter at least five inches (S")
not yet
deep on the face of all eaves, and
demonstrated
2. Rakes on gable ends must extend a minimum of two inches (2") from the
surface of exterior siding materials.
Staff Comment: Compliance for this standard would be verified at the time of building
permit review.
Architectural Detailing: If one siding material is used on any side of the dwelling that
is two stories or greater in height, a horizontal band that measures at least eight
inches (8") is required between the first and second story.
Additionally, one of the following is required:
Compliance
1. Three and one half inch (3 1/2") minimum trim surrounds all windows
not yet
and details all doors, or
demonstrated
2. A combination of shutters and three and one half inches (3 1/2")
minimum trim details all windows, and three and one half inches (3 1/2")
minimum trim details all doors.
Staff Comment: Compliance for this standard would be verified at the time of building
permit review.
Materials and Color: For subdivisions and short plats, abutting homes shall be of
differing color. Color palettes for all new dwellings, coded to the home elevations,
shall be submitted for approval.
Additionally, one of the following is required:
1. A minimum of two (2) colors is used on the home (body with different
Compliance
color trim is acceptable), or
not yet
2. A minimum of two (2) differing siding materials (horizontal siding and
demonstrated
shingles, siding and masonry or masonry -like material, etc.) is used on
the home. One alternative siding material must comprise a minimum of
thirty percent (30%) of the street facing facade. If masonry siding is used,
it shall wrap the corners no less than twenty four inches (241r).
Staff Comment: Compliance for this standard would be verified at the time of building
permit review.
18. Critical Areas: There are no critical areas located on or near the project site.
19. Compliance with Subdivision Regulations: RMC 4-7 Provides review criteria for the subdivisions. The
proposal is consistent with the following subdivision regulations if all conditions of approval are
complied with:
Compliance Subdivision Regulations and Analysis
Short Plat Report
City of Renton Department of Con pity & Economic Development Administrative Report & Decision
BILTI SHORT FLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 11 of 18
Short Plat Report
Access: Each lot must have access to a public street or road. Access may be by a shared
driveway per the requirements of the street standards.
The maximum width of single loaded garage driveways shall not exceed nine feet (9')
and double loaded garage driveways shall not exceed sixteen feet (16').
Staff Comment: Access to the proposed lots would be provided via a 2Q foot wide
shared driveway. The proposed 20 foot wide shared driveway complies with the
See FOF22
minimum 2Q foot width requirement for emergency access. The shared driveway would
have a length of 175 feet, which exceeds the maximum length of 150 feet permitted for
a shared driveway without on emergency turnaround. A modification to the driveway
standards was requested for a driveway which exceeds the maximum 200 foot length
requirement (See FOF 22, Street Modification Criteria and Analysis). The width of the
individual driveways would be verified at the time of building permit review for the new
residences.
ili'%A
Blocks: Blocks shall be deep enough to allow two tiers of lots.
Staff Comment: No blocks are proposed.
Lots: The size, shape, orientation, and arrangement of the proposed lots comply with
the requirements of the Subdivision Regulations and the Development Standards of the
R-8 zone and allow for reasonable infill of developable land. All of the proposed lots
meet the requirements for minimum lot size, depth, and width.
Staff Comment: The proposed lots are rectangular in shape and are oriented to provide
front yard areas facing the shared driveway with the exception of the existing residence
to remain on proposed Lot 1 which would remain oriented to 116`h Ave SE.
As discussed above under FOF 16 all lots meet the minimum dimensional requirements
for the R-8 zone.
Streets: The proposed street system shall extend and create connections between
existing streets per the Street Standards outlined in SMC 4-6-060 Street Standards.
Staff Comment: The proposed project fronts 116th Ave SE, which is classified as a minor
arterial. The minimum right-of-way (ROW) width required for this street classification is
91 feet. The existing right of way width in 116`h Ave SE varies from 73 feet. Right-of-
ight-ofway
waydedication will be required to provide a minimum of 91 feet of ROW across the full
length of the property. This dedication will be approximately 12.5 feet depending on a
final survey.
To meet the City's complete street standards, street improvements, including a
Compliant
pavement width of 27 feet from the center line, curb, gutter, and 8 foot planter strip, 8-
if condition
foot sidewalk, and storm drainage improvements are required to be constructed in the
of approval
right-of-woy fronting the site per City code 4-6-060. The applicant submitted a waiver,
is met
in order to keep the existing street frontage improvements with a payment of a fee -in -
lieu of the improvements, pursuant to RMC 4-9-2500 (See FOF 21, Street Waiver/Fee-in-
Lieu Analysis).
Payment of the transportation impact fee is applicable on the construction of the single
family houses at the time of application for the building permit. The current rate of
transportation impact fee is $2,951.17 per new single family house. Traffic impact fees
will be owed at the time of building permit issuance. Based on the City's current fee
schedule, estimated traffic impact fees for the proposed development will be
$11,804.68. Fees are subject to change. The transportation impact fee that is current at
the time of building permit application will be levied.
Short Plat Report
City of Renton Department of Con ity & Economic Development Administrative Report & Decision
BILTI SHORTPLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 12 of 18
Relationship to Existing Uses: The proposed project is compatible with existing
surrounding uses.
'l� Staff Comment: The proposed short plat is surrounded by existing detached single
family residences located within the R-4 and R-8 zones. The proposed lots are similar in
size and shape to the existing surrounding development pattern.
20. Availability and Impact on Public Services:
Compliance
Availability. and Impactart Public Services Analysis
Police and Fire: Police and Fire Prevention staff indicates that sufficient resources
exist to furnish services to the proposed development, subject to the condition that
the applicant provides Code required improvements and fees. Fire impact fees are
currently applicable at the rate of $495.10 per single family unit. The fee in effect at
the time of building permit application is applicable to this project and is payable at
the time of building permit issuance,
Schools: it is anticipated that the Renton School District can accommodate any
additional students generated by this proposal at the following schools: Benson Hill
Elementary, Nelson Middle School and Lindbergh High School. RCW 58.17.110(2)
provides that no subdivision be approved without making a written finding of
adequate provision made for safe walking conditions for students who walk to and
from school and/or bustops.
Future students are designated to be transported to school via bus for Middle and
High School. Benson Hill Elementary is within walking distance of the proposed short
plat.
The applicant would be required to provide frontage improvements along 116`h Ave
SE. To the north of the subject site there are intermittent sidewalks on both sides of
116'h Ave SE between the subject site and the Benson Hill Elementary. It is unclear at
this time if a safe route exist between the subject site and Benson Hill Elementary.
it is also unclear where bus stops will be located for the proposed development.
Therefore, staff recommends as a condition of approval, the applicant be required to
demonstrate safe walking conditions for students to/from the subject plat to bus stop
locations and Benson Hill Elementary School prior to construction permit approval.
This may include a dedicated shoulder, curb, or some other alternative as determined
by the Current Planning Division.
A School impact Fee, based on new single-family lots, will be required in order to
mitigate the proposal's potential impacts to the Renton School District. Currently the
fee is assessed at $5,643.00 per single family residence. The fee in effect at the time
of building permit application is applicable to this project and is payable at the time
of building permit issuance.
Parks: A Park Impact Fee would be required for the new single family homes. The
,i
current Park Impact Fee is $1,887.94. The fee in effect at the time of building permit
application is applicable to this project and is payable at the time of building permit
issuance.
Storm Water: An adequate drainage system shall be provided for the proper
drainage of all surface water.
Staff Comment: A Drainage Report, dated January 10, 2016, was submitted by Offe
Short Plat Report
City of Renton Deportment of Com ity & Economic Development Administrative Report & Decision
BiLTI5HORTPLAT LUA16-0000I2, SHPL-A, MOD
April 22, 2016 Page 13 of 18
21. Street Waiver/Fee-in-Lieu Analysis: All roads are required to meet street standards pursuant to RMC 4-
6-060. The applicant is requesting a street waiver, from RMC 4-6-060, in order to pay a fee -in -lieu for
the street frontage improvements along 116th Ave SE. The proposal is not in compliance with the
following fee -in -lieu criteria, pursuant to RMC 4-9-060C9C. Therefore, staff is recommending denial of
the requested fee -in -lieu, per the analysis in the table below. Staff is recommending, as a condition of
approval, the applicant be required to submit revised street improvement plans which comply with
RMC 4-4-060. Required street improvements include a pavement width of 27 feet from the center
line, 0.5 -foot curb and gutter, 8 foot planter strip, 8 foot sidewalk, and storm drainage improvements
are required to be constructed. The revised street improvement plan shall be submitted to, and
approved by, the Current Planning Plan Reviewer prior to, or concurrent with, Engineering Permit
approval.
Compliance Street Waiver/Fee-In-Lieu Analysis
Partially a. There are no similar improvements in the vicinity and there is no likelihood that
Complies the improvements will be needed or required in the next five (5) years; or
Short Plat Report
Engineers, PLLC (Exhibit 6) with the short plat application. Based on the City of
Renton's flow control map, this site falls within the Flow Control Duration Standard
for Forested Conditions. The development is subject to Full Drainage Review in
accordance with the 2009 King County Surface Water Design Manual (KCSWDM) and
the City of Renton Amendments to the KCSWDM. All core and special requirements
have been discussed in the provided drainage report (Exhibit 6).
Runoff from the existing site includes one single family residence where no
stormwater conveyance system exists. Currently runoff from the site sheet flows into
the yards of neighboring properties. The applicant is proposing the use of a detention
vault for stormwoter flow control. The development proposes to convey the
stormwater discharge from the detention vault through the parcel (under some
ownership) to the south, via a private utility easement, and into the existing
conveyance system located in SE 192"d Street.
The minimum required utility easement for pipe depths less than 8 feet is a 10 foot
easement with 5 -foot building setback lines (BSBL). The proposal does not provide
sufficient building setbacks as currently designed (Exhibit 6). Therefore, staff
recommends the applicant submit a revised drainage plan which complies with
easement width and building setback requirements. The revised drainage plan shall
be submitted to, and approved by, the Current Planning Plan Reviewer prior to, or
concurrent with, Engineering Permit approval. if the proposed pipe were to be
relocated within the proposed shared driveway it would likely meet spacing
requirements.
Additionally, the existing conveyance system located in SE 192nd Street is owned and
maintained by the City of Kent. Therefore, staff recommends as a condition of
approval the applicant be required to obtain and submit to the City of Renton
approval and permits from the City of Kent for conveyance into SE 192nd Street prior
to engineering permit approval.
A surface water development fee of $1,485.00 per new dwelling unit will apply. The
project proposes the addition of (4) new single family residences. The total fee is
$5,940.00. This is payable prior to issuance of the utility construction permit.
Water/Sanitary Sewer: The applicant shall provide a water availability certificate
'f
from Water District 90. A copy of the approved water plan from Water District 90
shall be provided to the City prior to approval of the Utility Construction Permit.
21. Street Waiver/Fee-in-Lieu Analysis: All roads are required to meet street standards pursuant to RMC 4-
6-060. The applicant is requesting a street waiver, from RMC 4-6-060, in order to pay a fee -in -lieu for
the street frontage improvements along 116th Ave SE. The proposal is not in compliance with the
following fee -in -lieu criteria, pursuant to RMC 4-9-060C9C. Therefore, staff is recommending denial of
the requested fee -in -lieu, per the analysis in the table below. Staff is recommending, as a condition of
approval, the applicant be required to submit revised street improvement plans which comply with
RMC 4-4-060. Required street improvements include a pavement width of 27 feet from the center
line, 0.5 -foot curb and gutter, 8 foot planter strip, 8 foot sidewalk, and storm drainage improvements
are required to be constructed. The revised street improvement plan shall be submitted to, and
approved by, the Current Planning Plan Reviewer prior to, or concurrent with, Engineering Permit
approval.
Compliance Street Waiver/Fee-In-Lieu Analysis
Partially a. There are no similar improvements in the vicinity and there is no likelihood that
Complies the improvements will be needed or required in the next five (5) years; or
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City of Renton Department of Cor iity & Economic Development Administrative Report & Decision
BlLTI SHORT PLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 14 of 18
22. Street Modification Analysis: All roads are required to meet street standards pursuant to RMC 4-6-060.
The applicant is requesting a street modification, from RMC 4-6-060, in order to construct a shared
driveway with a length of 175 feet, which exceeds the maximum length of 150 feet permitted for a
shared driveway without an emergency turnaround. The proposal is in compliance with the following
modification criteria, pursuant to RMC 4-9-250.D. Therefore, staff is recommending approval of the
requested modification subject to one condition of approval, per the following:
Staff Comment: There are existing frontage improvements to the north and west of
FCompl'lance
the proposed development. Additionally, there is a potential developable property
between the subject property and the existing sidewalk improvements which would
provide similar improvements within the vicinity of the subject site.
b. Installation of the required improvement would require substantial off-site
Does Not
roadway modifications; or
Comply
Staff Comment_ The required frontage improvements would not require substantial
off-site roadway modifications.
c. The Administrator determines that installation of the required improvements
Does Not
would result in a safety hazard; or
Comply
Staff Comment: The Administrator has determined that the installation of the
required improvements would not result in a safety hazard.
Compliant if
d. Other unusual circumstances preclude the construction of the improvements as
Does Not
required.
Comply
Staff Comment: There are no known unusual circumstances that preclude the
met
construction of these improvements.
22. Street Modification Analysis: All roads are required to meet street standards pursuant to RMC 4-6-060.
The applicant is requesting a street modification, from RMC 4-6-060, in order to construct a shared
driveway with a length of 175 feet, which exceeds the maximum length of 150 feet permitted for a
shared driveway without an emergency turnaround. The proposal is in compliance with the following
modification criteria, pursuant to RMC 4-9-250.D. Therefore, staff is recommending approval of the
requested modification subject to one condition of approval, per the following:
Street Modification Criteria and Analysis
FCompl'lance
a. Substantially implements the policy direction of the policies and objectives of the
Comprehensive Plan Land Use Element and the proposed modification is the
minimum adjustment necessary to implement these policies and objectives.
Staff Comment: The proposal complies with the policies and objectives of the
Comprehensive Plan.
b. Will meet the objectives and safety, function, appearance, environmental
protection and maintainability intended by the Code requirements, based upon
sound engineering judgment.
Staff Comment: The purpose of the City's street standards is to establish design
standards and development requirements for street improvements to ensure
reasonable and safe access to public and private properties. The Transportation
Compliant if
Department has a transportation corridor plan for Rainier Ave N. The right-of-way
condition of
would provide convenient access and travel for all users including pedestrians,
approval is
bicyclists, and vehicles.
met
The proposed private driveway would provide safe access to all lots via the shared
driveway. Pursuant to RMC4-6-050.H.6 turnarounds may be waived by the
Administrator when the proposal would not create an increased need for emergency
operations.. Only two of the proposed lots are located beyond the 150 foot fire
access termination. Both lots would have adequate turn -around area to safely come
in and out of the driveway. The Fire Department has determined that a turnaround
may be waived in this case.
A combination of fencing, kinnikinnick, and arborvitae is provided along the southern
Short Plat Report
City of Renton Department of Con ity & Economic Development Administrative Report & Decision
BILTI SHORT PLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 15 of 18
1. CONCLUSIONS:
1. The subject site is located in the Residential Medium Density (MD) Comprehensive Plan designation and
complies with the goals and policies established with this designation of all conditions of approval are
met, see FOF 15,
2. The subject site is located in the R-8 zoning classification and complies with the zoning and
development standards established with this zone provided the applicant complies with City Code and
conditions of approval, see FDF 16.
3. Compliance with the Residential Design and Open Space Standards will be verified for the new single
family homes at the time of building permit approval, see FOF 17.
4. There are no Critical Areas located on the project site, see FOF 18.
5. The proposed short plat complies with the subdivision regulations as established by City Code and state
law provided all advisory notes and conditions are complied with, see FOF 19.
6. The proposed short plat complies with the street standards as established by City Code, provided the
project complies with all advisory notes and conditions of approval contained herein, see FOF 19.
7. The proposal is not in compliance with the following fee -in -lieu criteria, pursuant to RMC 4-9-06OC9C.
Therefore, staff is recommending denial of the requested fee -in -lieu, see FOF, 20.
Short Plat Report
property fine in order to screen/buffer the proposed drive -aisle from the neighboring
property to the south. However, it is unclear why the fence and arborvitae are only
used for portions of the southern property line to buffer the development to the
south. The screening/buffer would be more effective in meeting appearance
objectives for attractive design should fencing and arborvitae be provided for the full
extent of the proposed shared driveway along the southern property line. Therefore
staff has recommended that a revised landscape plan be provided with the inclusion
of fencing and arborvitae be provided for the full extent of the proposed shared
driveway along the southern property line (see FOF 16, R-8 Zone Develop Standards
and Analysis: Landscaping).
The proposal is expected to meet the objectives and safety, function, appearance,
environmental protection and maintainability intended by the Code requirements,
based upon sound engineering judgment if the condition of approval is met.
c. Will not be injurious to other property(ies) in the vicinity.
Staff Comment: The proposed private driveway would only serve the Bilti Short Plat.
No other properties would use the private driveway. Emergency services could serve
other properties in the area without using the private driveway.
Therefore, the proposed modification is not anticipated to be injurious to other
properties within the vicinity of the site.
d. Conforms to the intent and purpose of the Code.
Staff Comment: See comments under criterion V.
e. Can be shown to be justified and required for the use and situation intended; and
Staff Comment: See comments under criterion V.
✓
f. Will not create adverse impacts to other property(ies) in the vicinity.
Staff Comment: See comments under criterion V.
1. CONCLUSIONS:
1. The subject site is located in the Residential Medium Density (MD) Comprehensive Plan designation and
complies with the goals and policies established with this designation of all conditions of approval are
met, see FOF 15,
2. The subject site is located in the R-8 zoning classification and complies with the zoning and
development standards established with this zone provided the applicant complies with City Code and
conditions of approval, see FDF 16.
3. Compliance with the Residential Design and Open Space Standards will be verified for the new single
family homes at the time of building permit approval, see FOF 17.
4. There are no Critical Areas located on the project site, see FOF 18.
5. The proposed short plat complies with the subdivision regulations as established by City Code and state
law provided all advisory notes and conditions are complied with, see FOF 19.
6. The proposed short plat complies with the street standards as established by City Code, provided the
project complies with all advisory notes and conditions of approval contained herein, see FOF 19.
7. The proposal is not in compliance with the following fee -in -lieu criteria, pursuant to RMC 4-9-06OC9C.
Therefore, staff is recommending denial of the requested fee -in -lieu, see FOF, 20.
Short Plat Report
City of Renton Deportment of Con ity & Economic Development Administrative Report & Decision
BILTISHORTPLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 16 of 18
8. The proposed street modification from RMC 4-6-060, is compliant with criteria pursuant to RMC 4-9-
250D, in order to , in order to construct a shared driveway with a length of 175 feet, which exceeds the
maximum length of 150 feet permitted for a shared driveway without an emergency turnaround (see
FOF 22). Therefore, staff recommends approval of the Street Modification.
9. There are safe walking routes to the school bus stop if all conditions of approval are met, see FOF 20.
10. There are adequate public services and facilities to accommodate the proposed short plat if all
conditions of approval are met, see FOF 20.
J. DECISION:
The Bilti Short Plat, File No. LUA16-000012, as depicted in Exhibit 2, is approved and is subject to the
following conditions:
1. The applicant shall revise the short plat plan to maintain a 20 -foot rear yard setback from the existing
residence to the new property. The revised plat plan shall be submitted to, and approved by, the
Current Planning Project Manager prior to construction permit approval.
2. The applicant shall be required to demonstrate compliance with the impervious surface requirements
of the R-8 zone prior to engineering permit approval. A revised short plat layout and impervious
surface calculations shall be submitted to the Current Planning Project Manager at the time of Utility
Construction Permit for review and approval.
3. A revised detailed landscape pian, compliant with RMC 4-7-070, shall be submitted at the time of Utility
Construction Permit Review for review and approval by the Current Planning Project Manager. The
revised landscape plan shall include: at least two (2) trees within the front yard for those lots with no
public street frontage; a 10 -foot on-site landscape strip along 116th Ave SE, with the exception of areas
for required walkways and driveways; shrubs must be at least a two (2) gallon container size at
planting; and the provision of fencing and arborvitae for the full extent of the proposed shared
driveway along the southern property line.
4. A detailed landscape plan shall be submitted at the time of Utility Construction Permit Application. The
detailed landscape plan shall demonstrate compliance with minimum tree density requirement.
Compliance with this requirement may be accomplished through the installation of minimum 2 inch
caliper trees or through the retention of existing trees or a combination thereof. The revised landscape
plan shall be submitted to the Current Planning Project Manager for review and approval.
5. The applicant shall be required limit the width of the new driveway, on proposed Lot 1, to a maximum
of 16 feet for a two car garage and 9 feet for a one car garage at the property line. A revised short plat
plan shall be submitted at the time of Utility Construction Permit application for review and approval by
the Current Planning Project Manager prior to the issuance of the Construction Permit.
6. The applicant shall be required to demonstrate safe walking conditions for students to/from the subject
plat to bus stop locations and Benson Hill Elementary School prior to construction permit approval. This
may include a dedicated shoulder, curb, or some other alternative as determined by the Current
Planning Division.
7. The applicant shall submit a revised drainage plan which complies with easement width and building
setback requirements. The revised drainage plan shall be submitted to, and approved by, the Current
Planning Plan Reviewer prior to, or concurrent with, Engineering Permit approval.
8. The applicant shall be required to obtain and submit to the City of Renton approval and permits from
the City of (Cent for conveyance into SE 192nd Street prior to engineering permit approval.
9. The applicant shall be required to submit revised street improvement plans which comply with RMC 4-
4-060. Required street improvements include a pavement width of 27 feet from the center line, 0.5 -
Short Plat Report
City of Renton Department of Co nity & Economic Development Administrative Report & Decision
BILTI SHORT PLAT LUA16-000012, SHPL-A, MOD
April 22, 2016 Page 17 of 18
foot curb and gutter, 8 foot planter strip, 8 foot sidewalk, and storm drainage improvements are
required to be constructed. The revised street improvement pian shall be submitted to, and approved
by, the Current Planning Plan Reviewer prior to, or concurrent with, Engineering Permit approval.
DATE OF DECISION ON LAND USE ACTION:
SIGNATURE:
A
Jennifer Henning, Planning
TRANSMITTED this 22nd day of April, 2016 to the Owner/Applicant/Contact:
Owner: Applicant/Contact
Simon & Cecilia Bilti J. Hanson Consulting
11624 SE 192nd St 17446 Mallard Cove Zane
Renton, WA 98057 Mt. Vernon, WA 98274
TRANSMITTED this 22"d day of April, 2016 to the Parties of Record:
Melissa Rowe
PO Bax 13008
Des Moines, WA 98198
TRANSMITTED this 22nd day of April, 2016 to the following:
Chip Vincent, CEO Administrator
Brianne Bannwarth, Development Engineering Manager
Jan Conklin, Development Services
Vanessa Dolbee, Current Planning Manager
Fire Marshal
K. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION.
Date
The administrative land use decision will become final if the decision is not appealed within 14 days of the
decision date.
APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing
Examiner on or before 5:00 PM on May 6, 2016. An appeal of the decision must be filed within the 14 -day
appeal period (RCW 43.21.C.075(3), WAC 197-11-680), together with the required fee to the Hearing
Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. RMC 4-8-110.6 governs appeals to the
Hearing Examiner and additional information regarding the appeal process may be obtained from the City
Clerk's Office, (425) 430-6510.
EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single
one (1) year extension may be requested pursuant to RMC 4-7-070.M.
RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened
by the approval body. The approval body may modify his decision if material evidence not readily discoverable
Short Plat Report
City of Renton Department of Con ity & Economic Development ,administrative Report & Decision
GILT! SNORT PLAT LLIA16-000012, SHPL-A, MOD
April 22, 2016 Page 18 of 18
prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the
reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will
be no further extension of the appeal period. Any person wishing to take further action must file a formal
appeal within the 14 -day appeal time frame.
THE APPEARANCE DE FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one) communications
may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals
to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing
through the Hearing Examiner. All communications are public record and this permits all interested parties to
know the contents of the communication and would allow them to openly rebut the evidence in writing. Any
violation of this doctrine could result in the invalidation of the appeal by the Court.
Short Plat Report
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Full Document
Available upon Request
IAI L1.1 1d.1 1.11 viii,ver Associates I'll.."C' :AOA
October 13, 2015
AOA -5011
Simion Bilti
11624 SE 192nd St.
Renton, WA 98058
SUBJECT: Wetland Reconnaissance for Bilti Short Plat
19116 - 116th Ave. SE (Parcel 619840-0161), City of Renton, WA
Dear Simion:
On October 8, 2015 1 conducted a wetland and stream reconnaissance on the
subject property utilizing the methodology outlined in the May 2010 Regional
Supplement to the Corps of Engineers Wetland Delineation Manual: Western
Mountains, Valleys, and Coast Region (Version 2.0). No wetlands or streams were
identified on or adjacent to the property during the site review.
The western portion of the site is developed with a single-family residence and
associated detached out -building. The remainder of the property consisted of a
mowed lawn that slopes gently down from west to east. Vegetation on the site
included grasses, dandelion (Taraxacum officinale), and cats ear (Hypochaeris
radicata). The undeveloped area off-site to the north consisted primarily of scattered
trees and an understory of monotypic Himalayan blackberry (Rubes armeniacus).
No hydrophytic plant communities were observed on or adjacent to the site.
The entire property is mapped by the Natural Resources Conservation Service
(NRCS) as Alderwood Gravelly Sandy Loam, a non -hydric soil. Borings taken
throughout the site revealed high-chroma dry non -hydric soils and there was no
evidence of prolonged soil saturation or ponding anywhere on the property.
Conclusion
No wetlands were identified on or adjacent to the site during the field investigation.
EXHIBIT 4
DEPARTMENT OF COMMUNITY CITY OF
AND ECONOMIC DEVELOPMENT —---,�Renton
TREE RETENTION
Planning Division
1055 South Grady Way -Renton, WA 98057
Phone: 425-430-7200 1 www.rentqnwj.&gy
1. Total number of trees over 6" diameter', or aider or cottonwood
trees at least 8" in diameter on project site trees
2. Deductions, Certain trees are excluded from the retention calculation:
Trees that are dangerous trees
Trees in proposed public streets trees
Trees in proposed private access ease ments%tracts �T trees
Trees in critical areas' and buffers trees
Total number of excluded trees:
trees
3. Subtract Jive 2 from line 1:
trees
4. !Next, to determine the number of trees that must be retained', multiply litre 3 by:
03 in zones RC, R-1, R-4, R-6 or R-8
0.2 in all ether residential zones
0.1 in all commercial and industrial zones iD
trees
5. List the number of 6" in diameter, or alder or cottonwood trees
over 8" in diameter that you are proposing5 to retain 4:
trees
6. Subtract line S from lute 4 for trees to be replaced:
(if fine 6 is zero or less, stop here. No feptacement trees are required)
trees
7. Multiply line 6 by 12" for number of required replacement inches;
inches
8. Proposed size of trees to meet additional planting requirement:
(Minimum 2" caliper trees required) inches per tree
9. Divide line 7 by tine 8 for number of replacement trees:
(If remainder is .5 or greater, round up to the next whole number) trees
1 Measured at 4.5' above grade.
z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed
landscape architect, or certified arborist, and approved by the City.
Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RN1C 4-3-050.
Count only those trees to be retained outside of critiea's areas and buf:ers.
The City may require modification of the tree retention plan to ensure retention of the maxii
When the fequired number of protected trees cannot be retained, replacement trees, with FX
six feet (6') tail, shall be planted, See I MC A-4-13t7.H.l.e.(ii) for prohibAed types of replacer EXHIBITS
IhIIBIT
C:�tJsers�Us�r�l av nlrsacislfree etent€ons�forksheet.doc Rev:08!2015
St
Preliminary Drainage Report
January 10, 2016
Prepared for:
5imion & Cecilia Bilti
CIO Jim Hanson
17446 mallard Come lane
)tilt. Vernon, Washington 98274
(360) 840-9519 office
lig—haiLson
2a irrnfirt�r�
Prepared by.
Offe Engineers, PLLC
Darrell Offe, P.E.
13932 SE 159' Place
Rentor, Washington 98058-7832
(425) 260-3412 office
ciarrel
EXHIBIT 6
Full Document
Available upon Request
w
40
'4 Z40D
r TO
NAL
0
Robert M. Pride, LLC
October 8, 2016
Mr. Simon Bilti
c/o Mr. James Hanson
17446 Mallard Cove Lane
.Mt. Vernon, WA 98274
Re: Geotechnical Site Assessment
Proposed Residences
Lots 2, 3 and 4 — n6th Avenue SE
Renton, Washington
Dear Mr. Hanson,
Consulting Engineer
Full Document
Available upon Request
This report summarizes the results of our geologic evaluation of the property located on
the east side of 116tb Avenue SE and just north of SE 192nd Street in Renton. Preliminary
design shows that there will be three proposed residences constructed on these lots as
shown on the Dryco survey plan.
The purpose of this report is to describe the geologic conditions onsite, and to provide
recommendations for the proposed residential construction. References include
geologic mapping by Booth, et al and previous geotechnical investigations performed in
this area of Renton.
Site Conditions
The three lots are located east of an existing residence that is located on the east side of
116th Avenue. Access to the three lots to the rear of this residence will be provided by a
driveway along the south side of these bats.
Our site assessment combined with geologic research shows that this area is underlain
by dense glacial deposits (Qvt) that consist primarily of silty sands with gravel. These
soils will provide excellent support for the new structure foundations, but onsite
infiltration cannot be adequately accomplished into these very dense soils.
Geotechnical Recommendations
On the basis of my geotechnical site assessment the underlying glacial deposits will
provide satisfactory structure support using a recommended soil bearing value of 2000
psf and a friction value of 0.4 (FS = 1.5). All footings should extend down through the
upper topsoil layer and bear on the underlying dense native soils.
Resistance to lateral loading may be provided using a passive earth pressure of 26o pcf
and a seismic value of 8H. It is recommended that perforated subdrain piping be
installed around the perimeter of the foundations, with discharge to a catch basin.
Robert M. Pride, LLC EXHIBIT % Page 1
13203 Holmes Point Drive NE Kirkland, WA 98034
CITY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 19th day of January, 2016, 1 deposited in the mails of the United States, a sealed envelope containing
Notice of Application and Acceptance documents. This information was sent to:
Name
Representing
Jim Hanson
Applicant
Simion Bilti
Owner
300' Surrounding Property Owners
See Attached
r
(Signature of Sender):
STATE OF WASHINGTON j
SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that Sabrina Mirante
signed this instrument and acknowledged it to be his/her/their free and voluntary act
mentioned in the instrument.
Dated: f
IJ
Notary (Print):
My appointment expires:
_.
tstu�iFyr{]�I�!
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> b ` ms i
r z
-17
ry Public in and for the State of
a
,(N
Bilti Short Plat
IWa
LUA16-000012, SHPL-A, MOD
template - affidavit of service by mailing
Jim Hanson
J. Hanson Consulting LLC
17446 Mallard Cove Ln
Mt. Vernon, WA 98274
Simion Bilti SIMION BILTI
11624 SE 192nd St THE GOOD SAMARITAN ELDERLY HOME
Renton, WA 98058
11624 SE 192nd St
Renton, WA 98058-7538
3709600330 3709600370 7932000014
FARETRA KEITH M FLORES JOSEPH BLAS+ANA T GADHRI SUKWINDER KAUR
19107 117TH PL SE 11719 SE 191ST ST 11725 5E 192ND STREET
RENTON, WA 98058 RENTON, WA 98055 KENT, WA 98031
7932000007 6817750290 522059152
GEORGIEVA MARIYA+GEORGIEV M GERTSCH SAM C+JOANNE T MASS HANS DEVINDER S & SARBJIT
8023 243RD PL NE 11472 SE 193RD TER 19219 116TH AVE SE
REDMOND, WA 98053 RENTON, WA 98055 RENTON, WA 98058
9266500090 3709600360 6198400185
HOANG XE V+ANN-PHUONG T NGU HOSSEN SALIM+NASIROH HUFFMAN DAVID M+JULIE A
11440 SE 191ST CT 19113 117TH PL SE 19134 117TH PL SE
RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98058
6198400182 3223059036 3223059036
HWANG JOHN JIUNN-YUH+LINGSU KC HOUSING AUTHORITY CURRENT RESIDENT
19147 117TH PL SE 600 ANDOVER PARK W 11526 SE 189th Ln
RENTON, WA 98058 TUKWILA, WA 98188 Renton, WA 98055
3223059036 3223059036 3223059036
CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT
11514 SE 189th Ln 18930 115th Ln SE 19003 116th Ave SE
Renton, WA 98055 Renton, WA 98055 Renton, WA 98058
6198400183 6198400186 7932000005
LAM KIN KIU+LISA LAI -MEI LEUNG HOMAN MALHI GURCHARAN S
19141 117TH PL SE 19140 117TH PL SE 19406 116TH AVE SE
RENTON, WA 98058 RENTON, WA 98058 KENT, WA 98031
7932000008 6198400141 3709600390
MALHI PIRTPAUL K+GURCHARAN MEYER JEFF NARTATES BRIAN+ELIANE
19406 116TH AVE SE 19100116TH AV SE 11731 SE 191ST ST
RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058
6198400180 7932000010 6198400162
NGO LIEN-TRANG NGUYEN MICHAEL P+ANNE C NGUYEN MICHAEL+CINDY+DINH
19159 117TH PL SE 19219 138TH AVE SE 19219 138TH AV SE
RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058
6198400184 3709600350 9266500020
NGUYEN MIKE THONG+KIM NGAN NGUYEN PAUL L+NGOC BAO VU NGUYEN PHUONG
19135 117TH PL SE 19119 117TH PL SE 11443 SE 191ST CT
RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98055
9266500010 6198400125 6198400188
PARKS CLAUDE P+LINDA PHAM THINH PRAM TUONG O+CHAU DUYEN T
11435 SE 191ST CT 326 CEDAR AVE S #2 19152 117TH PL SE
RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98058
3709600340 9266500060 3709600380
BARRETO ERIC RAMIREZ BAUTISTA ALAN G BROWN DIANE
19125 117TH PL SE 11458 SE 191ST CT 11725 SE 191ST ST
RENTON, WA 98058 RENTON, WA 98055 RENTON, WA 98058
6817750300 3223059036 3223059036
BURCH MICKEY CURRENT RESIDENT CURRENT RESIDENT
11466 SE 193RD TERRACE 18936 115th Ln SE 11517 SE 189th Ln
KENT, WA 98031 Renton, WA 98055 Renton, WA 98055
3223059036 3223059036 3223059036
CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT
11509 SE 190th Ln 18954 115th Ln SE 19009 116th Ave SE
Renton, WA 98055 Renton, WA 98055 Renton, WA 98058
3223059036 3223059036 3223059036
CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT
18925 116th Ave SE 11521 SE 190th Ln 18929 115th Ln SE
Renton, WA 98058 Renton, WA 98055 Renton, WA 98055
3223059036 3223059036 3223059036
CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT
11515 SE 190th Ln 18942 115th Ln SE 18948 115th Ln SE
Renton, WA 98055 Renton, WA 98055 Renton, WA 98055
3223059036 3223059036 3223059036
CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT
18935 115th Ln SE 18947 115th Ln 5E 11520 SE 189th Ln
Renton, WA 98055 Renton, WA 98055 Renton, WA 98055
3223059036 3223059036 3223059036
CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT
18941 115th Ln SE 18953 115th Ln SE 18959 115th Ln SE
Renton, WA 98055 Renton, WA 98055 Renton, WA 98055
3223059036 3223059036 3223059036
CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT
11518 SE 190th Ln 18923115th Ln SE 11508 SE 189th Ln
Renton, WA 98055 Renton, WA 98055 Renton, WA 98055
3223059036 3223059036 3223059036
CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT
19015 116th Ave SE 19021 116th Ave SE 11523 SE 189th Ln
Renton, WA 98058 Renton, WA 98058 Renton, WA 98055
3223059036 6198400160 9266500050
CURRENT RESIDENT DANG JEFF HAI FARAH ALI+SAFIA
11527 SE 190th Ln 11606 SE 192ND ST 11464 SE 191ST CT
Renton, WA 98055 RENTON, WA 98058 RENTON, WA 98055
9266500070 7932000009 6817750270
ROUSH DUANE ROWE MELISSA LYNN SAVARYN ROMAN+SVETLANA
11452 SE 191ST CT PO BOX 13008 11484 SE 193RD TER
RENTON, WA 98055 DES MOINES, WA 98198 RENTON, WA 98055
6817750280
SHAO MAN LI
11478 SE 193RD TERRACE
KENT, WA 98031
3709600320
STOIANOV VITALIE +STOIANOVA
19101 117TH PL SE
RENTON, WA 98058
9266500040
SINGH MANMEET
213 NE 180TH ST
SHORELINE, WA 98155
6198400189
STRATTON HDA
PO BOX 58512
RENTON, WA 98058
9266500080
SMITH CHARLEY K+JULLIE H
11446 SE 191ST CT
RENTON, WA 98055
9266500030
TON HAO ANH+PRAM NHAT-THAO
11471 SE 191ST CT
RENTON, WA 98055
6198400181 6198400187 6198400142
TONG RICKY S+JOSEPHINE C+GR TRANG HIEU T+TRACY T NGUYEN WILLIAMS KARA
19153 117TH PL SE 19146 117TH PL SE P 0 BOX 1588
RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98057
ent�oOl
NOTICE OF APPLICATION
dwlNxhe OeW the agplKeOPn end sbvNyaaary
A Master PPPRPtlPOha been Plad end RntPThe fol4Vwif� briHP(deaclda
ICED) � Plnmina0hlslnn Pl W CRY °
Public pyprPyelR l9, 3015
ORTE OG NOTICE OP APPLICATION: I anuarY
glia Shan Plaxf wA�.ppp0u, SHPL-M1 Mao
PROIECr NAME1NUMMI FW admin'straU.' S1ur[PIa1 'r+iew. •waiver
Ybv aPPVI°bM 15 reaPaliN1 rl d street iPnger
PNOIECT OFSCRIPTWtt b alone 11fiN Ave SE, an T Me 1Po1 pePeM1Y. wlNin tN R-6 [0 11 h!A A
d a mPdi6[atlan of RMC A-6.00OH2ltl s6aw a P v
ham Nfee[ unPfmremen bs fire suPtllvNlon nt a 34AR vqu s10N yilYfeS wWld M �^u sNSa
P.
Than SSA feet withau[ i tufnarPWrd, ye ret3lrred antl accc OensAywPLLld b T dweiNnP u
slr.Ely Iem1W enldemlm len. The •� I�tid !would theaa[cerrrer of the N4! lwrdef d Me
b the sou tlrrvewaY abnN Yh¢ •P'ltfi �tl mdtlde uee
smrm water detention vaulx wmdd � bn w°ultl be thr°u9h •new pWe[e E3 d. 9lutlles sr'Gni
115N Ave SE. Lo[ slra ranee tfmn °�3 s1 lv SA
netY¢hlde aVRSs lu Propos � a�IMdraP Pian.
s1u [hat would wnnecP �[hnbal �� draln2p rap°
'eun[ion wPrash'eS' ic°
L9116 ]]6" ova 9E
pgOSEC7 LOCATION:
9bsrt Pla[, MutllRcsa°n
PFAMSf5,MEW AEQUEMp-- _ Cynsy10nR11i A46Mallard Cove Lvnel MtYerrion.
.KKANT,VR0IECTC0tRACT PERSON: yy RH9611Pf 360 gbo-5519
dtnwmlUMts R[b 9oranre^. A-�a•t•1• PIAMH.OeP•rtmetst °S
SPuUr brad! W aP, Rvn[Pry W P 9P057. hY 9'00 P.m. en FeOrvery I, ]016
mun 1[e S'dmd[Le tliliural rw[iaoW n by
cPmmenb en the elwYe aPPNcaNPrl L0,5 ha made a Party Pt reurd and n[eive ad Uca1N
nmmvnM' bTcor'°mtc Ga•IPan•"x. r wlsn b sten rmnmenxa wiu aumm•
11 vc° hav! 9ueeaani vbout [hh Pm WYI. ° 9346693 MYPrb whn suhmRa w's
mall, [nnlaR Ux! ProjeR MaMEcr s[ Is391
become a Pam'ol'aw`0. andwiN be n°u
Fred °I ami de[isl°n un this PrP�ecC
PLEASE MCLUOE WE PROIECT N11M6ER W)tiEN CALLING FOR PROPER FILE V,ENTIFiCATION
IANOON 12� 3016
,)ATE aF PPPLICATINNt 19.2010
NOTICE OP COMPLETE APPLICATION. SRNl1AR9
�_ tP re°eNe jykhef lnforma°=���•_._�Mnn,WA 9g09T.
l CIN PI Re'aOPM1 CE0, RlenninE Ob:siOM1 lAS65Wth GraRfWaY,
If I, odd Ilk! he
[Pmade E Party PI l
Icrm and return°' LUA1640V012. SHPL-A. MAO
file Name f NP.. "I"'hott P °1t J
NAME: LItylSotei2lP: ��
,'PHONE 10:
CERTIFICATION
o S� hereby certify that copies of the above document
were posted in conspicuous places or nearby the described property on
r�
Date: l Signed:
STATE OF WASHINGTON )
SS
COUNTY OF KING )
certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the
uses and purposes mentioned in the instrument.
Dated:
Notary/i blic in and for the State of Washington
{, (!
} Notary (Print):
5y appointment expires: ��
Leslie Betlach
..........................
crty of
C
Plan Review Routing Slip �N
L.
i
Plan Number:Name: Bilti Short Plat COM -
MZ.
MZ. N
Site Address: 19116 116TH AVE 5E
ay
Description: The applicant is requesting for administrative Short Plat review, a waiver from street improvements alola 116th Ave
SE, and a modification of RMC 4-6-0601-12 to allow a private street longer than 150 feet without a turnaround, for the subdivision of a
30,047 square foot property, within the R-8 zone, into 4 single family residential lots. The existing home would be retained and
accessory structures would be demolished_ A storm water detention vault would be located in the southeast corner of the site. Density
would be 7 dwelling units per net acre. Vehicle access to proposed lots would be through a new private driveway along the southern
border of the site that would connect to 116th Ave SE. Lot sizes range from 7,673 sf to 5,043 sf. Studies submitted include tree retention
worksheet, geotechnical report, drainage report, and landscape plan.
Review Type:
Community Services Review- Version 1
Date Assigned:
01/19/2016
Date Due:
02/02/2016
Project Manager:
Kris Sorensen
Environmental Impact
Earth
Animals
Light/Glare
Historic/Cultural Preservation
Air
Environmental Health
Recreation
Airport Environmental
10,000 Feet
14,000 Feet
Water Energy/Natural Resources Utilities
Plants Housing Transportation
Land/5horelineUse I Aesthetics PublicService
Where to enter your comments: Manage My Reviews
Which types of comments should be entered:
Recommendation - Comments that impact the project including any of the Enivornmental Impacts above.
Correction - Corrections to the project that need to be made before the review can be completed and/or requesting submittal of
additional documentation and/or resubmittal of existing documentation.
What statuses should be used:
Reviewed - I have reviewed the project and have no comments.
Reviewed with Comments - I have reviewed the project and and I have comments entered in Recommendations.
Correction/Resubmit - I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added
torr ctions in Corrections.
liea �
Signature of Director or Authorized Representative
/-
Date
Terry Flatley
city of
c
Plan Review Routing Slip
Plan Number: I_UA16-000012 Name: Bilti Short Plat cccfff�rrrnnn���
Site Address: 19116 116TH AVE SE
Description: The applicant is requesting for administrative Short Plat review, a waiver from street improvements alo15 116th Ave
SE, and a modification of RMC 4-6-060H2 to allow a private street longer than 150 feet without a turnaround, for the subdivision of a
30,047 square foot property, within the R-8 zone, into 4 single family residential lots. The existing home would be retained and
accessory structures would be demolished. A storm water detention vault would be located in the southeast corner of the site . Density
would be 7 dwelling units per net acre. Vehicle access to proposed lots would be through a new private driveway along the southern
border of the site that would connect to 116th Ave SE. Lot sizes range from 7,673 sf to 5,043 sf. Studies submitted include tree retention
worksheet, geotechnical report, drainage report, and landscape plan.
Review Type: Community Services Review- Version 1
Date Assigned: 01/19/2016
Date Due: 02/02/2016
Project Manager: Kris Sorensen
Environmental Impact
Earth
Animals
Light/Glare
Historic/Cultural Preservation
Air
Environmental Health
Recreation
Airport Environmental
10,000 Feet
14,000 Feet
Water Energy/Natural Resources Utilities
Plants Housing Transportation
Land/Shoreline Use lAesthetics IPublic Service
Where to enter your comments: Manage My Reviews
Which types of comments should be entered:
Recommendation - Comments that impact the project including any of the Enivornmental Impacts above.
Correction - Corrections to the project that need to be made before the review can be completed and/or requesting submittal of
additional documentation and/or resubmittal of existing documentation.
What statuses should be used:
Reviewed - I have reviewed the project and have no comments.
Reviewed: with Comments - I have reviewed the project and and I have comments entered in Recommendations.
Correction/Resubmit - I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added
corrections in Corrections.
Right of Way: unable to determine location of right of way/private property lines from the
submittals.
Frontage: require a planting strip between sidewalk and curb (complete street standards).
Frontage Trees: Species ok. Use two trees instead of three, spaced,30 feet on -center
and a minimum of six feet from water/sewer lines.
Shrubs in right of way: no shrubs should be planted within 15 feet of driveway access at 116
Avenue that might block sight distances.
Signature of Director or Authorized Representative Date
Denis LawCltly of
Mayor v
! t
'11:0
.....F�,.�...�@�..�f�`m�*�«�r�► N
Community & E=conomic Development Department
January 19, 2016 C.E."Chip"Vincent, Administrator
Jim Hanson
J Hanson Consulting, LLC
17446 Mallard Cove Lane
Mt. Vernon, WA 98274
Subject: Notice of Complete Application
Bilti Short Plat, LUA16-000012, SHPL-A, MOD
Dear Mr. Hanson:
The Planning Division of the City of Renton has determined that the subject application
is complete according to submittal requirements and, therefore, is accepted for review.
You will be notified if any additional information is required to continue processing your
application.
Please contact me at (425) 430-6593 if you have any questions.
Sincerely,
!Cris Sorensen
Associate Planner
cc: Simon and Cecelia Bilti / owner{s}
Renton City Hall . 1055 South Grady Way . Renton, Washington 98057 . rentonwa.gov
.�� o
enton
� i `L -
NOTICE OF APPLICATION
A Master Application has been filed and accepted with the Department of Community & Economic Development
(CED) — Planning Division of the City of Renton. The following briefly describes the application and the necessary
Public Approvals.
DATE OF NOTICE OF APPLICATION: January 19, 2016
PROJECT NAME/NUMBER: Bilti Short Plat / LUA16-000012, SHPL-A, MOD
PROJECT DESCRIPTION: The applicant is requesting for administrative Short Plat review, a waiver
from street improvements along 116th Ave 5E, and a modification of RMC 4-6.060H2 to allow a private street longer
than 150 feet without a turnaround, for the subdivision of a 30,047 square foot property, within the R-8 zone, into 4
single family residential lots. The existing home would be retained and accessory structures would be demolished. A
storm water detention vault would be located in the southeast corner of the site. Density would be 7 dwelling units per
net acre. Vehicle access to proposed lots would be through a new private driveway along the southern border of the
site that would connect to 116th Ave SE. Lot sizes range from 7,673 sf to 5,043 5f. Studies submitted include tree
retention worksheet, geotechnical report, drainage report, and landscape plan.
PROJECT LOCATION: 19116 116`h Ave SE
PERMITS/REVIEW REQUESTED: Short Plat, Modification
APPLICANT/PROJECT CONTACT PERSON: Jim Hanson, J Hanson Consulting/ 17446 Mallard Cove Lane/ Mt. Vernon,
WA 98274/ 360-840-9519
Comments on the above application must be submitted in writing to Kris Sorensen, Associate Planner, Department of
Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on February 2, 2016.
If you have questions about this proposal, or wish to be made a party of record and receive additional notification by
mail, contact the Project Manager at (425) 434-6593. Anyone who submits written comments will automatically
become a party of record and will be notified of any decision on this project.
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I
DATE OF APPLICATION: JANUARY 12, 2016
NOTICE OF COMPLETE APPLICATION: JANUARY 19, 2016
If you would like to be made a party of record to receive further information on this proposed project, complete this
form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057,
File Name / No.: Bilti Short Plat/ LUA16-000012, SHPL-A, MOD
NAME:
MAILING ADDRESS:
TELEPHONE NO.:
City/State/Zip;
CITY OF RENT(
DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT
MEMORANDUM
Date: December 8, 2016
To: City Clerk's Office
From: Sabrina Mirante
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office.
Project Name: Biiti Short Plat
LUA (file) Number: LUA16-000012, SHPL-A, MOD
Cross -References:
AKA's:
Project Manager:
Rocale Timmons
Acceptance Date:
i
January 19, 2016
Applicant:
J. Hanson Consulting
Owner:
Simon & Cecelia Bilti
Contact:
J. Hanson Consulting
PID Number:
6198400161
ERC Determination:
Date:
Appeal Period Ends:
Administrative Decision: Approved with Conditions Date: April 22, 2016
Appeal Period Ends: Mav 6, 2016
Public Hearing Date,
Date Appealed to HEX:
By Whom:
HEX Decision:
Date:
Appeal Period Ends:
Date Appealed to Council:
By Whom: E
Council Decision: Date:
Mylar Recording Number:
Project Description:
Location: 19116 116th Ave SE
Comments:
ERC Determination Types: DNS - Determination of Non -Significance; DNS -M - Determination of
Nan -Significance -Mitigated; DS - Determination of Significance.
DEPARTMENT OF COMMI fy 11Y1Y oI
AND ECONOMIC DEVELOPMENT Renton
I V1, �'
Planning Division
LAND USE PERMIT MASTER APPLICATION
PROPERTY OWNER(S)
NAME:
Simon and Cecilia M Biltl
ADDRESS:
11624 SE 192nd ST
CITY: ZIP:
Renton 98057
TELEPHONE NUMBER:
206-718-1564
APPLICANT (if other than owner)
NAME:
COMPANY (if applicable):
ADDRESS:
CITY: ZIP:
TELEPHONE NUMBER:
CONTACT PERSON
NAME:
Jim Hanson
COMPANY (if applicable):
J Hanson Consulting LLC
ADDRESS:
17446 Mallard Cove Lane
CITY: ZIP:
Mt Vernon WA 98274
TELEPHONE NUMBER AND EMAIL ADDRESS:
360-840-9519
jchanson@frontier.com
CAUsers\Simi\Desktop\116th Project\bilti applicaton.doc Rev: 08/2015
PROJECT INFORMATION
PROJECT OR DEVELOPMENT NAME:
Bilti Short Plat
PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
19116 116th Ave SE Renton WA 98057
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
6198400161
EXISTING LAND USE(S): Single familty residence
PROPOSED LAND USE(S): 4 lot short plat for single
family residences
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
Single Family
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable) NA
EXISTING ZONING: R-8
PROPOSED ZONING (if applicable): NA
SITE AREA (in square feet): 30,039
SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE
DEDICATED: NA
SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS:
5290
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
ACRE (if applicable) 7.02
NUMBER OF PROPOSED LOTS (if applicable)
4
NUMBER OF NEW DWELLING UNITS (if applicable):
0
)JECT INFORMA
NUMBER OF EXISTING DWELLING UNITS (if applicable):
1
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable): NA
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): 820
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL
BUILDINGS (if applicable): NA
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): NA
NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if
applicable): NA
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW
PROJECT (if applicable): NA
TION (con_...ued
PROJECT VALUE:
$200,000
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
❑ AQUIFIER PROTECTION AREA ONE
❑ AQUIFIER PROTECTION AREA TWO
❑ FLOOD HAZARD AREA sq, ft.
❑ GEOLOGIC HAZARD sq. ft.
❑ HABITAT CONSERVATION sq. ft.
❑ SHORELINE STREAMS & LAKES sq. ft.
❑ WETLANDS sq. ft.
LEGAL DESCRIPTION OF PROPERTY
Attach legal description on separate sheet with the following information included)
SITUATE IN THE SW QUARTER OF SECTION 33, TOWNSHIP 23N, RANGE 5E, IN THE CITY OF RENTON,
KING COUNTY, WASHINGTON
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) Simion Bilti, declare under penalty of perjury under the laws of the State of Washington that I am (please check one)
® the current owner of the property involved in this application or ❑ the authorized representative to act for a corporation (please
attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all
respects true and correct to the best of my knowledge and belief.
Signature of Owner/Representative Date Signature of Owner/Representative Date
STATE OF -WASHINGTON )
) SS
COUNTY OF KING )
certify that I know or have satisfactory evidence that_�L�4�(1? ,��� signed this instrument and
acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument.
W7_1 �A�
Dated
Notary Public
State Dt wast>frow
BEN SHELTON
My Appdatment Expires Nov 21, 2018
Notary Public in and for the State of Washington
�a
Notary (Print):
My appointment expires:, \
2
C:\Users\Simi\Desktop\116th Project\bilti applicaton.doc Rev: 4$/2015
LEGAL DESCRIPTION OF PROPERTY
Attach legal description on separate sheet with the following information included)
SITUATE IN THE SW QUARTER OF SECTION 33, TOWNSHIP 23N, RANGE 5E, IN THE CITY OF RENTON,
KING COUNTY, WASHINGTON
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) Simion Bilti, declare under penalty of perjury under the laws of the State of Washington that I am (please check one)
® the current owner of the property involved in this application or ❑ the authorized representative to act for a corporation (please
attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all
respects true and correct to the best of my knowledge and belief.
Signature of Owner/Representative Date Signature of Owner/Representative Date
STATE OF -WASHINGTON )
) SS
COUNTY OF KING )
certify that I know or have satisfactory evidence that_�L�4�(1? ,��� signed this instrument and
acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument.
W7_1 �A�
Dated
Notary Public
State Dt wast>frow
BEN SHELTON
My Appdatment Expires Nov 21, 2018
Notary Public in and for the State of Washington
�a
Notary (Print):
My appointment expires:, \
2
C:\Users\Simi\Desktop\116th Project\bilti applicaton.doc Rev: 4$/2015
HANSON CONSULTING
360-840-9519
December 21, 2015
City of Renton
Planning Division
1055 South Grady Way
Renton WA. 98055
Subject: Bilti Short Plat application, 19116 116th Ave SE, Renton WA
Dear Planning Staff:
This letter outlines the application for the Bilti Short Plat at 19116 116th Ave SE, Renton
WA. The proposal is to subdivide a .57 acre parcel into 4 residential lots. The site
contains a single family residence which will remain.
The current zoning of the site is R-8 with R-8 zoning to the north and R-4 zoning to the
east. Subdividing into 4 lots will have a net density of 7.02 dwelling units per acre.
The property fronts on 116th Ave SE. All lots will access from A new private access
driveway. There are no existing curbs gutters and sidewalks fronting the property or
along 116th Ave AE. We are including an application for a waiver if street dedication and
installation of street improvements There is an existing fire hydrant within 300 feet to
serve the project. The existing water service to lot 1 will be used, with new services to the
other lots. Attached are the water and sewer availability letters form Soos Creek district.
Storm water from the driveway paving and roofs of the new houses will be collected on
site, detained and piped to a storm sewer.. (See drainage plan)
The existing parcel is 30,047 square feet in size. Three additional lots will be created. The
lots will be more than the minimum of 5,000 square feet. The proposed density is 7.02
units per acre. (See density worksheet). The existing house will remain.
All trees on the site are in the area of the private driveway and will be removed. New
trees will be planted per the landscape plan.
We appreciate the city's review and approval of this application for a four lot
subdivision. If you have any questions please contact me at 360-840-9519.
Sin rely, )
ames C. Hanson
4h
i. `'�y " _-
DEPARTMENT OF COMMUNITY
e
AND ECONOMIC DEVELOPMENT r
WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
Planning Division
1055 South Grady Way -Renton, WA 98057
Phone: 425-430-7200 Fax: 425-430-7231
LAND USE PERMIT SUBMITTAL REQUIREMENTS:
WAIVED
BY:
MODIFIED
BY:
COMMENTS:
Arborist Report 4
te -5
Biological Assessment 4*
q r�� r c4�3` O:r 5f
Calculations 1
Colored Maps for Display 4j
Construction Mitigation Description 2AND4
Deed of Right -of -Way Dedication 1
Density Worksheet 4
Drainage Control Plan Z
Drainage Report z
Elevations, Architectural 3AND4
,
13
Environmental Checklist 4
gyrni is C)
Existing Covenants (Recorded COPY) IAND4
Existing Easements (Recorded Copy) 1AND4
Flood Hazard Data4
S
Floor Plans 3AND4
Geotechnical Report2AND3
Grading Elevations & Plan, Conceptual
Grading Elevations & Plan, Detailed
Habitat Data Report 4.
Improvement Deferral z
Irrigation Plano
IFklr I:? - (,V .5C,5
PROJECT NAME: t3i i f ,ShoH- `
DATE: .7 ZI& 115
1
H:\CED\Data\Forms-Templates\Self-Help Hand outs\Planning\Waiversubmittalregs.docx Rev:02/2015
LAND USE PERMIT SUBMITTAL REQUIREMENTS:
WAIVED
BY:
MODIFIED
BY,
COMMENTS:
King County Assessor's Map Indicating Site
Landscape Plan, Conceptua14
Landscape Plan, Detailed 4
Legal Description 4
Letter of Understanding of Geological Risk 4
Map of Existing Site Conditions4
Master Application Form 4
Monument Cards (one per monument) 1
Neighborhood Detail Map 4
Overall Plat Plan 4
Parking, Lot Coverage & Landscaping Analysis 4
Plan Reductions (PMTS) 4
Post Office Approval 2
Plat Name Reservation 4
Plat Plan 4
Preapplication Meeting Summary 4
Public Works Approval Lettere
Rehabilitation Plan 4
Screening Detail 4
Shoreline Tracking Worksheet 4
Site Plan 2AND4
-
Stream or Lake Study, Standard 4
t'f.'L{�/7'C�: Gt'v Gk:: �Y7'Gi'r�J'iN Ir :t.
Stream or Lake Study, Supplemental
Stream or Lake Mitigation Plan 4
Street Profiles 2
Title Report or Plat Certificate 1AND 4
Topography Map a
Traffic Study 2
Tree Cutting/Land Clearing Plan 4
Urban Design Regulations Analysis 4
Utilities Plan, Generalized 2
Wetlands Mitigation Plan, Final 4
Wetlands Mitigation Plan, Preliminary 4
H:\CFD\Data\Forms-Templates\Self-Help Handouts\Planning\Waiversubmittalregs.docx Rev; 02/2015
(56.
r
LAND USE PERMIT SUBMITTAL REQUIREMENTS:
WAIVED
BY:
MODIFIED
BY:
COMMENTS:
Wetlands Report/Delineation a
Wireless:
Applicant Agreement Statement 2AND 3
Inventory of Existing Sites 2AND3
Lease Agreement, Draft2 AND 3
Map of Existing Site Conditions 2AND 3
Map of View Area 2AND3
Photosimulation5 2AND 3
5 e irv�C 4 tA.1 - n t C4 ! (A
7�i,ft � 4� ' S C C 'e- I-, k
This Requirement may be waived by:
1. Property Services
2 Development Engineering Plan Review
3 Building
4 Planning
H:\CED\Data\Forms-Templates\5eif-Help Hand outs\Planning\Waiversuhmittalreqs. docx
Rev:02/2015
0
PREAPPLICATION MEETING FOR
Bilti 4 -lot Short Plat
19116116t"Ave SE
PRE 15-000505
CITY OF RENTON
Department of Community & Economic Development
Planning Division
July 16, 2015'
Contact Information:
Planner: Kris Sorensen, 425.430.6593, ksorensen@rentonwa.gov.a 4N
11101 .
Public Works Plan Reviewer: K0ffW4P-Yaedid0*s ; 425-430-7382, KYazdidoost@Rentgnwa.gov
Fire Prevention Reviewer: Corey Thomas, 425.430.7024, cthomas@rentonwa.gov
Building Department'Reviewer: Craig Burnell, 425.430.7290
Please retain this packet throughout the course of your project as a reference. Consider
giving copies of it to any engineers, architects, and contractors who work on the
project. You will need to submit a copy of this packet when you apply for land use
and/or environmental permits.
Pre-screening: When you have the project application ready for submittal, call and
schedule an appointment with the project manager to have it pre-screened before
making all of the required copies.
The pre -application meeting is informs rand non-binding. The comments provided on
the proposal are based on the codes and policies in effect at the time of review. The
applicant is cautioned that the development regulations are regularly amended and the
proposal will be formally reviewed under the regulations in effect at the time of project
submittal. The information contained in this summary is subject to modification and/or
concurrence by official decision -makers (e.g., Hearing Examiner, Planning Director,
Development Services Director, Department of Community & Economic Development
Administrator, Public Works Administrator and City Council).
DEPARTMENT OF COMM 4ITY CiFN
tyo
ra
AND ECONOMIC DEVELOPMENT rl
M E M O R A N D U M
DATE: 7/16/2015 12:00:OOAM
TO: Kris Sorensen, Associate Planner
FROM: Kamran Yazdidoost, Plan Reviewer
SUBJECT: (Bilti Short Plat) PRE15-000505
NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding
and may not 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.
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.
1. Water Service is provided by Soos Creek Water District. A wat availability certificate wi I be required to
be submitted to the City prior to land use approval
2. A copy of the approved water plan from the Soos Creek Water District should be provided to the City durin
the Utility Construction. permit.
Sewer:
3. Sewer service is provided by Soos Creek Sewer DistrCASewer availability certificate wil a required to
be submitted to the City prior to land use approval.
4. A copy of the approved sewer plan from the Soos Creek Sewer District should be provided to the City.
during the Utility Construction permit.
Storm Drainage
1. There is limited storm water conveyance system in 116TH Ave SE.
2. A drainage plan and drainage report will be required with the site plan application. The report shall comply
with the City adopted 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 Site
Conditions.
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. Surface water system development fee is $1,350.00 for each new lot. Credit will be given to the existing
homes. This is payable prior to issuance of the construction permit.
5. Separate structural plans will be required to be submitted for review and approval under a building permit
Page 1 of 2
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT ----'w-, enton
(9F
M E M 0 R A N 13 U M
DATE: July 16, 2015
T0: Pre -Application File No. 15-000505
FROM: Kris Sorensen, Associate Planner
SUBJECT: Bilti 4 -Lot Short Plat
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.goy
Project Proposal: The project site is located at 19116 116"' Ave SE (PID 6198400161). The
proposal is to subdivide the subject property into 4 single family residential lots and one access
tract with one lot proposed as a pipestem lot. The subject site totals 0.69 acres (30,042 sf) in
area and is zoned Residential -8 (R-8 pose rest lot sizes range from 5,000 sf to 8,000
sf. Access to the lots would be thr ugh a 200 -foot long, 20 oat wide; shared driveway along the
southern boundary of the sit ion to 116th Ave SE. All lots would gain
access from the shared drivewa . Stormwater would be infiltrated on-site. The parcel is
generally flat. ��p�lc Tft��lJ
Current Use: The site has an existing residence which is proposed to be retained.
Zoning: The subject property is zoned Residential - 8 (R-8). The density range allowed in the R-8
zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per net acre (du/ac). The area of
public and private streets, tracts, and critical areas would be deducted from the gross site area
to determine the "net" site area prior to calculating density. An additional 12.5 feet of right-of-
way dedication for the public street 116th Ave SE is required (see attached Development
Engineering Notes —Transportation). Using the submitted density worksheet, the gross area of
the property is 30,047 sf with a deduction of approximately 4,000 sf for the private access
tract and additional 1,250 (12.5 feet by 100 feet) which provides a total of 24,797 net sf and
density of 5.7 dwelling units per acre. Given requirements for a turnaround, the 4,000 sf for a
private access tract would likely be larger with the additional area for the turnaround and
,Al� �a a e `/RO Q 0P
h:\ced\planning\current planning\preapps\2015 preapps\15-000505.krislprel5-000505 bilti 4 -lot short plat r8.doc
Bilti Short Plat, PRE15-000505
Page 3 of 5
July 16, 2015
Setbacks would be vested at time of complete Short Plat application submittal, as determined
by the City. Setbacks for Lot 1 with the home to be retained are identified as 43 feet for the
front yard, 20 feet for the rear yard, 8 feet for the north side yard, and 15 feet from the edge
of the proposed shared driveway tract for the south side yard which all comply with the
setback minimums of the zone. Setback dimensions for the existing home on Lot 1 shall be
identified on the Short Plat application materials. Setbacks. for Lots -2, 3, and 4 would be
verified at the time of building permit review.
Lot Configuration- — The proposed short plat would be subject to the Residential Design
Standards outline in RMC 4-2-115. One of the following is required:
1. Lot width variation of 10 feet minimum of one per 4 abutting street -fronting lots, or
2. Minimum of 4 lot sizes (minimum of 400 gross square feet size difference), or
3. A front yard setback variation of at least 5 feet minimum for at least every 4 abutting
street fronting lots.
One of the above configuration standards would need to be identified as part of a Short Plat
application's project narrative. The submitted layout appears to comply with #3 above where
Lot 1 with the existing home is anticipated to have a front yard setback of 43 feet is at least 5
feet difference from other proposed lots:
Buildin,g Design Standards —The proposed structure would be subject to the Residential Design
Standards outlined in RMC 4-2-115. Lot 1 is an existing home and would not be subject to the
design standards unless improvements are proposed: Lots 2; 3, and 4 compliance with the
residential design standards would be verified at the time of building permit review.
Access/Parking: Access to the lots appears to be proposed via one shared driveway extending
from Ile Ave SE. Each lot is required to accommodate off street parking for a minimum of two
vehicles. Shared driveways are required to be within a tract. Shared driveways may be allowed
for access to 4 or fewer residential lots, provided:
a. At least one of the 4 lots abuts a public right-of-way with at least fifty (50) linear feet of
property; and
b. The subject lots are not created by a subdivision of 10 or more lots; and
c. A public street is not anticipated by the City of Renton to be necessary for existing or future
traffic and/or pedestrian circulation through the short subdivision or to serve adjacent property;
and
d. The shared driveway would not adversely affect future circulation to neighboring properties;
and
e. The shared driveway is no more than 200 feet in length; and
f. The shared driveway poses no safety risk and provides sufficient access for emergency
vehicles and personnel; and
The submitted proposal identifies a shared driveway within a dedictedract along -4
southern boundary of the site with a connection at the west to 116th a RMC 4-6-
060H, for dead end access from 150 feet to 300 feet in length, a de hammerhead
turnaround or cul-de-sac is required. The required turnaround is ntified on t
Al
-el 72 ` T)
h.\cedlplanning\current pianning\preapps12015 pre@pps\l5-000505. kris\prel5-000505 bilti 4 -lot short plat r8.doc -f
' Bilti Short Plat, PRE15-000505
Page 5 of 5
July 16, 2015
Critical Areas: No criticalOe/as are identified on the site. A previous preliminary application
from 2008, PREOS-018 r reconnaissance be provided as there may be
wetlands in the ar A wetland reconnaissance2etoof
be required as part of short plat
application for the prop -he property.
It is the applicant's responsibility to ascertain whether any additional critical areas or
environmental concerns are present on the site during site development or building
construction.
Environmental Review: Except when located in sensitive areas (such as wetlands) or lands
covered by water, short plats of nine or fewer lots are categorically exempt from Environmental
f(SEPA) Review. If wetland areas are identified on the site, SEPA review may be required.
Permit Requirements: The proposal requires approval of an administrative short plat. The
administrative short plat request would be reviewed within an estimated time frame of 6-8
weeks. The Short Plat application fee is $2,000.00 plus 3% Technology Surcharge Fee. Detailed
information regarding the land use application submitt ached handouts.
The applicant will be required to instala blit information sign on t roperty. Detailed
information regarding the land use ap ion su mi a requirements is provided in the
attached handouts. Once Preliminary Short Plat approval is obtained, the applicant must
complete the required improvements and dedications, as well as satisfy any conditions of the
preliminary approval before submitting for Final Short Plat review. Once final approval is
received, the plat may be recorded. New lots may only be sold after the plat has been recorded.
Fees: In addition to the ap a ui ing a ction fees, the following impact fees
would be required prior t the building permit issuance. Fe s will be changing January 1, 2016:
• A Transportation impact Fsed on 4 per each new single family residence;
• A Parks Impact Fee based on $1,441.29 per each new single family residence;
• A Fire Impact fee of $495.10 per each new single family residence; and
• Renton School District Impact Fee is $5,541.00 per each new single family residence.
A handout listing Renton's development -related fees is available on the City of Renton website
for your review.
Note: When the formal application materials are complete, the applicant is strongly
encouraged to have one copy of the application materials pre-screened at the 6th floor front
counter prior to submitting the complete application package. Please call Kris Sorensen,
Associate Planner at 425-430-6593 for an appointment.
Expiration: Upon approval, the short plat is valid for two years with a possible one year
extension.
h:\red\planning\current plan ning\preapps\2015 pre@pps\15-000505.kris\pre15-000505 bilti 4 -lot short plat r8.doc
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city of er�o n ,
Finance & IT Division
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offw
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Addresses
Parcels
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1st Floor
2nd Floor
1st Floor
Of ArRiddinrm
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17/2015 THIS MAP IS NOT TO BE USED FOR NAVIGATION
Bild Short Plat
I9II6-I1eAvenueSE
4 Single Family Residence
CONSTRUCTION MITIGATION
Proposed Construction Dates (begin and end dates): Start of construction is proposed for the summer
of 2016 with the demolition of existing structures and installation of utilities and storm water vault. Frontage
improvements along 116th Avenue Se are being proposed to be deferred.
Hours and days of operation: 7:30 am to 3:30 pm, Monday through Friday or as otherwise allowed by City
of Renton.
Proposed Hauling/ Transportation routes: Materials and labor to the site are proposed off of 116th
Avenue SE utilizing the existing driveway for the house. Parking and material storage will occur on the
easterly side of the property behind the existing house. The excavation for the storm water vault is proposed
to stay on site to be used as fill for the road and to elevate the easterly lots. Any additional materials needed
for the project will be hauled to the site on SE 192nd Street or 116t�' Avenue SE.
Measures to minimize construction activities: The construction activities proposed are to provide the
necessary public and private improvements for the project. In an effort to minimize disruption of the public,
construction activities will occur off of 116th Avenue SE, and not off the local residential streets. A new water
main extension is proposed to connect to the existing water main in 116th Avenue SE in front of the project.
The existing sewer main is located off the property along SE 192"d Street. The extension of sewer and storm
will be through the adjoining property to the south, owned by the same owner. The connection to the
existing utilities will be made in an effort to minimize traffic disruption on SE 192nd Street and 116th Avenue
SE. Minimal disruption will be necessary to make these connections to the existing utilities and roadway.
Special hours: No special hours are necessary to complete construction. Weekend work may be necessary
to complete the project on schedule; this will be determined by owner, contractor, and City of Renton.
Preliminary Traffic Control Plan: Coordination with the City of Renton staff will be necessary to minimize
disruption to traffic on 116t" Avenue SE and SE 192nd Street. Once a contractor is selected, a traffic control
plan will be submitted and approved prior to the pre -construction meeting with the City of Renton, This plan
will be implemented prior to any construction activities.
DEPARTMENT OF COMMUNITY CITY OF
AND ECONOMIC DEVELOPMENT Renton
RIGHT OF WAY USE I DEFERRAL I WAIVER I VARIANCE I FEE IN LIEU
APPLICATION
Planning Division I Development Engineering Section
1055 S Grady Way — Renton, WA 98057
Phone: (425) 430-7200 E Fax: (425) 430-7231
Project Name: Bilti Short Plat
Site Address: 19116 116th Ave SE, Renton WA
Legal Description of Property: Attached
Include King County Assessors Parcel No: 6198400161
Applicant: Jim Hanson, for Simon Bilti
Business Address: 17446 Mallard Cone Ln
Phone: 360-840-9519
Cell:
City/State: Mt Vernon WA zip: 98274
Attach a letter of request with this application, stating in detail:
1. Applicable City Code and Sub -ordinance
2. Items and quantities involved
3. Justification for request
4. Amount of time requested
5. Provide a vicinity map (8 Y" x 11")
6. Provide a drawing of the site (8 32" x 11")
Mail or drop off the completed application and map/drawing to:
Development Engineering Manager
City of Renton
1055 S Grady Way, 6« Floor
Renton, WA 98057
(425) 430-7299
Completed applications will be reviewed and a written determination issued approximately 3-4 weeks
from date of receipt of application. You will be contacted if the application is incomplete or if additional
informAn is requjred.
nt's Signature
For City Use
December 21, 2015
Date
❑Slopes C] Noise
w in Lieu ❑Waiver
H:\CED\Data\Forms-Templates\Self-Help Handouts\Pubiic Works\R0Wand6eferral.d0cx
08/7.4
J. HANSON CONSULTING LLC
December 21, 2015
Development Engineering Manager
1055 So Grady Way
Renton WA 98057
Subject: Waiver ( Fee in lieu of ) for off site improvements and dedication on 116'11 Ave
SE.
Dear Staff:
We are applying for a waiver (fee in lieu of) for curbs, gutters, sidewalks and street
drainage along 116d' Ave SE. Bilti Short Plat. We are also asking the city to approve the
short plat without street dedication on 116th Ave SE. There are no such improvements
along the east side of l 16th Ave SE in this area.
RMC Section 4-9-060 allows for a waiver (fee in lieu of) for street improvements under
special conditions.
Justification for the waiver (fee in lieu of) is as follows:
a. 116th Ave SE street has no curbs, gutters, sidewalks or storm drainage from along
the east side of the street. The lots to the north are developed with single family
residences on each lot at this time. The right of way along the east side has a
consistent width to the north and south of this lot.
b. No construction plans have been created for such improvements. The amount of
material or costs are not determined.
c. Construction of curbs, gutters, sidewalks and drainage improvements for such a
short distance will create a hazard since there are no such adjacent improvements,
to the north or south of the site. A coordinated design is needed for improvements
for the entire street in the future.
d. No adverse impacts will occur to other properties in the area since the street will
remain usable as it is now. A ten foot landscape strip will be provided for the lot
frontage on the street.
Please review the application and if additional information is needed or if you have any
questions please contact us.
;ThLY�/�-
m Hanson
17446 Mallard Cove Lane, Mt Vernon WA 98274. 360-422-5056. icbansonAfrontier.com
18fi21
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My of Fhh,&Dn
Addresses
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1st Floor
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Other F k Akli11m
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Finance & IT Division 6/17/2015 THIS MAP 18 NOT TO BE USED FOR NAVIGATION
DEPARTMENT OF COMMUNITY 0 rl�
City of
AND ECONOMIC DEVELOPMENT,
DENSITY WORKSHEET
Plannin Division
1055 South Grady M(ay-Renton, WA 98057
Phone: 425-430-7200 Fax. 425-430-7231
1. Gross area of property I 31C 6 417 square feet
2. Deductions: Certain areas are excluded from density calculations.
These include:
Public Streets*
Private access easements*
Critical Areas**
Total excluded area:
3. Subtract line 2 (total excluded ama) from fine 1 for
net area i
4. Divide line 3 by 43,560 for net acreage
S. Number of dwelling units or lots planned
6. Divide line 5 by line 4 for net density
*Alleys (public or private) do not have to be excluded.
square feet
square feet
squarefeet
O square feet
7 square feet
acres
units/lots
0' ;?-, = dwelling units/acre
**Critical Areas are defined as 'Areas determined by the City to be not suitable far
development and which are subject to the O W1 Critical Areas Regulations including very high
landslide areas protected slopes, wetlands, or}i� aodways." CritIpl Areas buffers are not
deducted/excluded,
1
DEPARTMENT OF COMMUNITYCITY 0;FAND ECONOMIC DEVELOPMENT Renton
TREE RETENTION WORKSHEET
Planning Division
1055 South Grady Way -Renton, WA 98057
Phone: 425-430-7200 1 www.rentonwa.gov
1. Total number of trees over 6" diameter', or aider or cottonwood
trees at least 8" in diameter on project site trees
2. Deductions: Certain trees are excluded from the retention calculation:
Trees that are dangerous2 trees
Trees in proposed public streets trees
Trees in proposed private access easements/tracts trees
Trees in critical areas3 and buffers trees
Total number of excluded trees: 2 trees
3. Subtract line 2 from line 1: Q trees
4. Next, to determine the number of trees that must be retalned41, multiply line 3 by:
0.3 in zones RC, R-1, R-4, R-6 or R-8
0,2 in all other residential zones
0.1 in all commercial and industrial zones
List the number of 6" in diameter, or alder or cottonwood trees
over 8" in diameter that you are proposing5 to retain 4:
6. Subtract line 5 from line 4 for trees to be replaced:
(if line 6 is zero or less, stop here. No replacement trees are required)
7. Multiply line 6 by 12" for number of required replacement inches:
8. proposed size of trees to meet additional planting requirement:
(Minimum 2" caliper trees required)
9. Divide line 7 by line 8 for number of replacement trees6:
(if remainder is .5 or greater, round up to the next whole number)
Q trees
Q trees
Q trees
inches
inches per tree
trees
1 Measured at 4.5' above grade.
z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed
landscape architect, or certified arborist, and approved by the City.
3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050.
4 Count only those trees to be retained outside of critical areas and buffers.
s The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-13oH7a.
6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least
six feet (6') tall, shall be planted. See RMC 4-4-130.N.1.e.(ii) for prohibited types of replacement trees.
1
C.\Users\user\Downloads\TreeRetentionWorksheet.doc Rev: 08/2015
Altmann Oliver Associates, LLC AOA
I'i:llllllll ti &
L,alldsc-1 c
October 13, 2015
AOA -5011
Simion Bilti
11624 SE 192nd St.
Renton, WA 98058
SUBJECT: Wetland Reconnaissance for Bilti Short Plat
19116 - 116th Ave. SE (Parcel 619840-0161), City of Renton, WA
Dear Simion:
On October 8, 2015 1 conducted a wetland and stream reconnaissance on the
subject property utilizing the methodology outlined in the May 2010 Regional
Supplement to the Corps of Engineers Wetland Delineation Manual. Westem
Mountains, Valleys, and Coast Region (Version 2.0). No wetlands or streams were
identified on or adjacent to the property during the site review.
The western portion of the site is developed with a single-family residence and
associated detached out -building. The remainder of the property consisted of a
mowed lawn that slopes gently down from west to east. Vegetation on the site
included grasses, dandelion (Taraxacum oiiicinale), and cats ear (Hypochaeris
radicata). The undeveloped area off-site to the north consisted primarily of scattered
trees and an understory of monotypic Himalayan blackberry (Rebus armeniacus).
No hydrophytic plant communities were observed on or adjacent to the site.
The entire property is mapped by the Natural Resources Conservation Service
(NRCS) as Alderwood Gravelly Sandy Loam, a non -hydric soil. Borings taken
throughout the site revealed high-chroma dry non -hydric soils and there was no
evidence of prolonged soil saturation or ponding anywhere on the property.
Conclusion
No wetlands were identified on or adjacent to the site during the field investigation.
Simion Bilti
October 13, 2015
Page 2
If you have any questions regarding the reconnaissance, please give me a call.
Sincerely,
ALTMANN OLIVER ASSOCIATES, LLC
John Altmann
Ecologist
_ Robert M. Pride, LLC Consulting Engineer
October 8, 2015
Mr. Simon Bilti
c/o Mr. James Hanson
17446 Mallard Cove Lane
Mt. Vernon, WA 98274
Re: Geotechnical Site Assessment
Proposed Residences
Lots 2, 3 and 4 — 116th Avenue SE
Renton, Washington
Dear Mr. Hanson,
This report summarizes the results of our geologic evaluation of the property located on
the east side of 116th Avenue SE and just north of SE 192"d Street in Renton. Preliminary
design shows that there will be three proposed residences constructed on these lots as
shown on the Dryco survey plan.
The purpose of this report is to describe the geologic conditions onsite, and to provide
recommendations for the proposed residential construction. References include
geologic mapping by Booth, et al and previous geotechnical investigations performed in
this area of Renton.
Site Conditions
The three lots are located cast of an existing residence that is located on the east side of
116th Avenue. Access to the three lots to the rear of this residence will be provided by a
driveway along the south side of these lots.
Our site assessment combined with geologic research shows that this area is underlain
by dense glacial deposits (Qvt) that consist primarily of silty sands with gravel. These
soils will provide excellent support for the new structure foundations, but onsite
infiltration cannot be adequately accomplished into these very dense soils.
Geotechnical Recommendations
On the basis of my geotechnical site assessment the underlying glacial deposits will
provide satisfactory structure support using a recommended soil bearing value of 2000
psf and a friction value of 0.4 (FS = 1.5). All footings should extend down through the
upper topsoil layer and bear on the underlying dense native soils.
Resistance to lateral loading may be provided using a passive earth pressure of 250 pcf
and a seismic value of 8H. It is recommended that perforated subdrain piping be
installed around the perimeter of the foundations, with discharge to a catch basin.
Robert M. Pride, LLC Page 1
13203 Holmes Point Drive NE Kirkland, WA 98034
Impervious surface areas will require collection of storm water runoff with discharge
into the city storm drain system.
Concrete slabs and driveway pavement should be supported with a minimum six inch
layer of compacted crushed gravel that is placed on the dense native soils. It is
recommended that field inspections be made to confirm that our recommendations are
achieved during site development and building construction.
Summary
Our conclusions, recommendations and opinions presented in this report are based on
prior experience in this area combined with my site assessment and geologic research.
The findings and recommendations of this report were prepared in accordance with
generally accepted principles of geotechnical engineering as practiced in the Puget
Sound area at the time this report was submitted. We make no warranty, either express
or implied.
Please call if there are any questions.
Respectfully,
M. A�
aF WAS y,Hc,k�
n,
15 1
.n
IV
S
�S /ONAI- E�
Robert M. Pride, P. E.
Principal Geotechnical Engineer
dist: (1) Addressee
rmp: Bilti116thAveResi
Robert M. Pride Page 2
13203 Holmes Point Drive NE Kirkland, WA 98034
Bilti Short Plat
19116-116 Ih Avenue SE
Renton, Washington 98056
K.0 parcel #619840-0161
Preliminary Drainage Report
January 10, 2016
Prepared for:
Simion & Cecilia Bilti
C/O Jim Hanson
17446 mallard Core lane
Mt. Vernon, Washington 98274
(360) 840-9519 office
ichanson@Lrontier.com
Prepared by:
Offe Engineers, PLLC
Darrell Offe, P.E.
13932 SE 159'hPlace
Renton, Washington 98058-7832
(425) 260-3412 office
darreli.offe@comcast.net
Table of Contents
• Section 1:
Technical Information Worksheet
• Section 2:
Project Overview
• Section 3:
Drainage Review Requirements (CORE requirement review)
• Section 4:
Special Reports and Studies
• Section 5:
Other Permits
• Section 6:
Declaration of Covenant(s)
Section 1: Technical Information Worksheet
• City of Renton
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
Part 1 PROJECT OWNER AND
PROJECT ENGINEER
Project Owner: Simion & Cecilia Bilti
Address: 19116 —116' Avenue SE
Renton, WA 98056
Phone:
Project Engineer: Darrell Offe, P.E.
Company: OfFe Engineers, PI_LC
Address/Phone: 13932 SE 159th Place
Renton, WA 98058
425 260-3412
Part 3 TYPE OF PERMIT
APPLICATION
Subdivision
X Short Subdivision
❑ Grading
l Commercial
LJ Other
Part 2 PROJECT LOCATION AND
DESCRIPTION
Project Name: Bilti Short Plat
Location
Township: 23 North
Range: 5 East
Section: 33
Part4 OTHER REVIEWS AND PERMITS
I1 DFW HPA
❑ COE 404
DOE Dam Safety
❑ FEMA Floodplain
❑ COE Wetlands
Part 5 SITE COMMUNITY AND DRAINAGE BASIN
Community
Soos Creek Community Area
Drainage Basin
Soos Creek/ Green River/Puget Sound
Part 6 SITE CHARACTERISTICS
❑ River
❑ Stream
�.� Critical Stream Reach
Depressions/Swales
Lake
l J Steep Slopes
Fi Shoreline Management
Rockery
Structural Vaults
❑ Other
�. Floodplain
�...) Seeps/Springs
High Groundwater Table
❑ Groundwater Recharge
❑ Other
T
hart 7 SOILS
Soil Type Slopes Erosion Potential Erosive Velocities
Qvt 5-10% minor
❑ Additional Sheets Attached
Part 8 DEVELOPMENT LIMITATIONS
REFERENCE
❑ Ch_ 4 — Downstream Analysis
!�l
❑
❑ Additional Sheets Attached
LIMITATION/SITE CONSTRAINT
Part 9 ESC REQUIREMENTS
MINIMUM ESC REQUIREMENTS
MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION
AFTER CONSTRUCTION
❑
Sedimentation Facilities
❑
Stabilize Exposed Surface
Stabilized Construction Entrance
❑
Remove and Restore Temporary ESC Facilities
❑
Perimeter Runoff Control
❑
Clean and Remove All Silt and Debris
❑
Clearing and Grading Restrictions
❑
Ensure Operation of Permanent Facilities
❑
Cover Practices
❑
Flag Limits of SAO and open space
`
Construction Sequence
preservation areas
Ll
Other
Other
a
Part 10 SURFACE WATER SYSTEM
iJ
Grass Lined
Tank
)(Vault
Infiltration
Method of Analysis
Channel
[
Depression
2009 City of Renton
IJ
Pipe System
n Energy Dissipater
F]
KCRTS
1
Oen Channel
P
Wetland
U
Waiver
Compensa#ionJMitigati
IJ
Dry Pond
�. Stream
U
Regional
on of Eliminated Site
Storage
Detention
Brief Description of System Operation: Catch basin within curb Mine of proposed private
street to collect runoff and convey into a stormwater vault located on the southeast
corner of project. Vault will discharge to the south within a pipe into an existing
roadside ditch along the shoulder of SE 192nd Street.
Facility Related Site Limitations
Reference Facility Limitation
Part 11 STRUCTURAL ANALYSIS
Cast in Place Vault
Fl Retaining Wall
Rockery, > 4' High
Structural on Steep Slope
Other
Part 12 EASEMENTS/TRACTS
Drainage Easement
Ll
X Access Easement
Tract
U Other
Part 13 SIGNATURE OF PROFESSIONAL ENGINEER
I or a civil engineer under my supervision my supervision have visited the site. Actual site
conditions as observed were incorporated into this worksheet and the attachments_ To the best of
my kn information provided here is accurate.
SigneWDate
Section 2: Project Overview
This proposed project is to create 4 single family lots from one king county tax parcel (#618940-0161)
located in the southerly portion of the City of Renton at 19116 116th Avenue SE. The project is a single lot
having 30,038 square feet of property. The property has an existing residence and driveway located on the
westerly side. This existing house will be retained after development. A new access road will be provided
along the southerly portion of the project to provide access and a utility corridor for the other three lots.
This project will be reviewed for drainage under the 2009 King County Surface Water Drainage Manual and
the City of Renton Amendments. The project will install a storm water vault in the southeast corner to
provide storm water detention and water quality. The storm water facility will discharge across a particle to
the south, owned by the same owners, and connect to the existing road side ditch on SE 192nd Street.
The property is served by Soos Creek Water and Sewer District for water and sewer services. Access to the
development will be from 116th Avenue SE which abuts the project tom the west. The property is flat with
very gentle grade to the east. The soils were found to be Alderwood Series (Glacial Till) soils. There is a
high ground water table on the property due to the hard compact soils just below the grass. These soils
allow for minimal infiltration of runoff. The proposed developed stormwater mitigation will be to provide a
storm water facility to treat developed runoff flows and water quality treatment.
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Section 3: Drainage Review Requirements
Project Characteristics:
Total Site Area = 30,038 square feet
Offsite Improvements: Installation of a 12" storm pipe extension to site
Total Improvement: Value of re -development in excess of $100,000
Developed Impervious = 15,580 square feet (new plus replaced)
Drainage Review:
Based upon Table 1.1.2.A., the project drainage review meets "Full Drainage Review':
Sections Attached:
Core Requirement #1— Discharge Natural Location
Core Requirement #2 — Offsite Analysis
Core Requirement #3 — Flow Control
Core Requirement #4 — Conveyance System
Core Requirement #5 — Erosion & Sediment Control
Core Requirement #6 — Maintenance & Operations
Core Requirement #7 — Financial Guarantees & Uability
Care Requirement #8 — Water Quality
Special Requirement #1— Other Adopted Requirements
Special Requirement #2 — Flood Hazard Area Delineation
Special Requirement #3 — Flood Protection Facilities
Special Requirement #4 — Source Control
Special Requirement #5 — Oil Control
Core Requirement #I - Discharge at Natural Location
The subject property naturally sheet flows to the east. The property to the east was developed in 2008 as
single family residential. There was no storm drainage installed along the westerly side (this project side) of
the development next door to collect the runoff from this property. The project currently sheet flows onto
the backyards of the houses next door and through the yards eventually into 5E 186th Street. The flow then
is collected on the project next door and discharged into a conveyance system along the northerly shoulder
of SE 192M Street.
The proposed discharge for the proposed project is to convey the developed runoff from the onsite proposed
vault and into the road side ditch on the north side of SE 192"d Street. This ditch flows to the east and into
the same conveyance system that the natural discharge connects.
Cone Requirement #2 — Offsite Analysis
The property will direct discharge into the City storm system (open ditch) on the north side of SE 192"d
Street. The ditch is collected by a 12" storm pipe that Flows to the east. Theproject runoff will continue
within a closed conveyance system (catch basins and pipe) until reaching 124 Avenue SE. At this point a
new project is being constructed and the storm system could not be followed.
The proposed project will connect to the downstream storm system 200' upstream of the natural discharge
point. There does not appear to be any capacity or overtopping issues within the downstream storm system
along SE 192"d Street.
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Core Requirement #3 - Flow Control
The property is located within the City of Renton Flow Control Duration Standards (Forested Conditions)
basin.
Based upon the City of Renton Drainage Manual, the following steps are required to determine the mitigation
of storm water runoff of the developed project:
Full Dispersion - N/G (no good) - The property does not have adequate flow path lengths to allow
for full dispersion;
Full infiltration - N/G - The soils have been classified by the Geotechnical Engineer as "fine loamy
sands" with a low permeability rate; Alderwood Series soils w/ a high ground water present. These
soils are not adequate for full infiltration per the Drainage Manual.
Limited Infiltration - N/G- With the presents of a high ground water table, the use of infiltration
BMP's is not recommended by the geotechnical Engineer or allowed by the City manual.
Limited Dispersion - N/G -The soils, the high ground water table and the lack of available Flow
path do not allow for these types of BMP's.
Perforated Pipe Connection - This BMP will be used on the lots as each house connects to the
onsite stormwater facility.
The project will be sized for a stormwater facility (vault) to provide runoff control. The facility sizing
calculations can be found attached to this section.
From the proposed site conditions, the KCRTS model was used to compute the existing and developed
runoffs from the project. A stormwater volume was calculated as 8,097 cubic feet of detention required.
The proposed vault (within the active (detention) portion) is 508.10' overflow - 503.50' outlet (4.60' active
storage). The detention portion of the vault would be 101'x20' (wide) x 4.60' deep OR 9,292 cubic feet.
The proposed vault is adequately sized for the proposed development.
Reference 11-A
Flow Control Standards
Peak Rate Flow Conlml Standard (Existing Site Condition$)
Flow Control Duration Standard (basting Site Conditions)
.� Flaw Conlml Ouradon Slandard {Forested Conditiam)
Flood Problem Flow
�Unineorporaled King County Flaw Conlyd Standards
Flow Control Application Map Dale:OV09l2014
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Detention Calculations
116"Avenue SE and 192 Id Street, Renton
2009 KCRTS DETEN . .wN CALCULATIONS
Developed
0 Land Use Summary
Area ..
Till Forest 0.00 acres:
Till Pasture, 0.00 acres
Till Grassi 0.33 acres'.
Outwash Forest:
0.00 acres;
Outwash Pasturei
0.00 acres
Outwash Grass'
0.00 acres
Wetlan&
0.00 acres
Impervious]
0.36 acres:
Total
Scale Factor: 1.00
i
0.69 acres!
Hourly Reduced
Time Series: Idev 7>>
Compute Time Series
Modify User Input
File for computed Time Series [.TSF]
Flow Frequency Analysis
Time Series File:dev.tsf
Project Location:Sea-Tae
---Annual Peak Flow Rates ---
Flow Rate Rank Time of Peak
(CFS)
0.117
0.092
0.141
0.096
0.116
0.124
0.139
0.240
Computed Peaks
5 2/09/01 2.00
8 1/05/02 16:00
2 2/2-7/03 7:00
7 8/26/04 2:00
6 10/28/04 16:00
4 1/18/06 16:00
3 10/26/06 0:00
1 1/09/08 6:00
-----Flow
Peaks
(CFS)
0.240
0.141
0.139
0.124
0.117
0.116
0.096
0.092
0.207
Page 2
Frequency Analysis-------
- - Rank Return Prob
Period
1 100.00 0.990
2 25.00 0.960
3 10.00 0.900
4 5.00 0.800
5 3.00 0.667
6 2.00 0.500
7 1.30 0.231
8 1.10 0.091
50.00 0.980
116"Avenue SE and 192n° Street, Renton
2009 KCRTS DETEN t iwN CALCULATIONS
0
9
0
M
0
Lai
a
0
Probab-My ecowleme
Retention/Detention Facility
Type of Facility:
Detention
Vault
Facility Length:
101.00
ft
Facility Width:
20.00
ft
Facility Area:
2020.
sq. ft
Effective Storage Depth:
4.00
ft
Stage 0 Elevation:
4.00
ft
Storage Volume:
5080.
cu. ft
Riser Head:
4.00
ft
Riser Diameter:
12.00
inches
Number of orifices:
2
Full Head
Pipe
Orifice # Height
Diameter
Discharge
Diameter
(ft)
(in)
(CFS)
(in)
1 0.00
0.50
0.014
2 3.00
1.10
0.033
4.0
Top Notch Weir:
None
Outflow Rating Curve:
None
Page 3
116" Avenue SE and 192nd Street, Renton
2009 KCRTS DETEN i wN CALCULATIONS
Stage
Elevation
Storage
Discharge
Percolation
{ft)
(ft)
(cu. ft)
(ac -ft)
(cf5)
(cfs)
0.00
4.00
0.
0.000
0.000
0.00
0.01
4.01
20.
0.000
0.001
0.00
0.02
4.02
40.
0.001
0.001
0.00
0.03
4.03
61.
0.001
0.001
0.00
0.04
4.04
81.
0.002
0.001
0.00
0.05
4.05
101.
0.002
0.001
0.00
0.15
4.15
303.
0.007
0.003
0.00
0.25
4.25
505.
0.012
0.003
0.00
0.35
4.35
707.
0.016
0.004
0.00
0.45
4.45
909.
0.021
0.005
0.00
0.55
4.55
1111.
0.026
0.005
0.00
0.65
4.65
1313.
0.030
0.005
0.00
0.75
4.75
1515.
0.035
0.006
0.00
0.85
4.85
1717.
0.039
0.006
0.00
0.95
4.95
1919.
0.044
0.007
0.00
1.05
5.05
2121.
0.049
0.007
0.00
1.15
5.15
2323.
0.053
0.007
0.00
1.25
5.25
2525.
0.058
0.008
0.00
1.35
5.35
2727.
0.063
0.008
0.00
1.45
5.45
2929.
0.067
0.008
0.00
1.55
5.55
3131.
0.072
0.008
0.00
1.65
5.65
3333.
0.077
0.009
0.00
1.75
5.75
3535.
0.081
0.009
0.00
1.85
5.85
3737.
0.086
0.009
0.00
1.95
5.95
3939.
0.090
0.009
0.00
2.05
6.05
4141.
0.095
0.010
0.00
2.15
6.15
4343.
0.100
0.010
0.00
2.25
6.25
4545.
0.104
0.010
0.00
2.35
6.35
4747.
0.109
0.010
0.00
2.45
6.45
4949.
0.114
0.011
0.00
2.55
6.55
5151.
0.118
0.011
0.00
2.65
6.65
5353.
0.123
0.011
0.00
2.75
6.75
5555.
0.128
0.011
0.00
2.85
6.85
5757.
0.132
0.011
0.00
2.95
6.95
5959.
0.137
0.012
0.00
3.00
7.00
6060.
0.139
0.012
0.00
3.01
7.01
6080.
0.140
0.012
0.00
3.02
7.02
6100.
0.140
0.013
0.00
3.03
7.03
6121.
0.141
0.014
0.00
3.05
7.05
5161.
0.141
0.016
0.00
3.06
7.06
6181.
0.142
0.018
0.00
3.07
7.07
6201.
0.142
0.020
0.00
3.08
7.08
6222.
0.143
0.021
0.00
3.09
7.09
6242.
0.143
0.022
0.00
3.19
7.19
6444.
0.148
0.026
0.00
3.29
7.29
6646.
0.153
0.030
0.00
3.39
7.39
6848.
0.157
0.033
0.00
3.49
7.49
7050.
0.162
0.036
0.00
3.59
7.59
7252.
0.166
0.038
0.00
3.69
7.69
7454.
0.171
0.040
0.00
3.79
7.79
7656.
0.176
0.042
0.00
Page 4
116" Avenue SE and 192nd Street, Renton
.2009 KCRTS DETEN'i i.,N CALCULATIONS
Predeveloped
Land Use Summary
..Area - J
Till Forest. 0.69 acres;
Till Pasture 0.00 acres
Till Grassi 0.00 acres
Outwash Forest; 0.00 acres;
Outwash Pasture 0.00 acres;
Outwash Grass 0.00 acres'
Wetiand; 0.00 acres
Impervious: 0.00 acres'
Total ...
0.69 acres
Scale Factor: 1.00 Hourly Reduced
Time Series: 1predev >>
Compute Time Series
Modify User Input
File for computed Time Series [.TSF]
Flow Frequency Analysis
Time Series File:predev.tsf
Project Location:Sea-Tac
---Annual
Peak
Flow Rates ---
Flow Rate
Rank
Time of
Peak
(CFS)
(CFS)
Period
0.044
2
2/09/01
18:00
0.012
7
1/05/02
3:00
0.032.
4
2/28/03
3:00
0.001
8
3/24/04
21:00
0.019
6
1/05/05
9:00
0.034
3
1/18/06
21:00
0.028
5
11/24/06
4:00
0.056
1
1/09/08
9:00
Computed Peaks
0.052
-----Flow
Frequency
Analysis--------
- - Peaks
- - Rank
Return
Prob
(CFS)
Period
0.056
1
100.00
0.990
0.044
2
25.00
0.960
0.034
3
10.00
0.900
0.032
4
5.00
0.800
0.028
5
3.00
0.667
0.019
6
2.00
0.500
0.012.
7
1.30
0.231
0.001
8
1.10
0.091
0.052
50.00
0.980
Page 1
116`hAvenue SE and 92nd Street, Renton
.2009 KCRTS ❑ETENTIuN CALCULATIONS
----------------------------------
Route Time Series through Facility
Inflow Time Series File:dev.tsf
Outflow Time Series File:rdout
Inflow/Outflow Analysis
Peak Inflow Discharge: 0.240 CFS at 6:00 on Jan 9 in Year 8
Peak Outflow Discharge: 0.073 CFS at 11:00 on Jan 9 in Year 8
Peak Reservoir Stage: 4.01 Ft
Peak Reservoir Elev: 8.01 Ft
Peak Reservoir Storage: 8097. Cu -Ft
0.186 Ac -Ft
Page 5
3.89
7.89
7858.
0.180
0.044
0.00
3.99
7.99
8060.
0.185
0.046
0.00
4.00
8.00
8080.
0.185
0.046
0.00
4.10
8.10
8282.
0.190
0.356
0.00
4.20
8.20
8484.
0.195
0.921
0.00
4.30
8.30
8686.
0.199
1.650
0.00
4.40
8.40
8888.
0.204
2.450
0.00
4.50
8.50
9090.
0.209
2.730
0.00
4.60
8.60
9292.
0.213
2.990
0.00
4.70
8.70
9494.
0.218
3.220
0.00
4.80
8.80
9696.
0.223
3.440
0.00
4.90
8.90
9898.
0.227
3.650
0.00
5.00
9.00
10100.
0.232
3.840
0.00
5.10
9.10
10302.
0.237
4.030
0.00
5.20
9.24
10504.
0.241
4.210
0.00
5.30
9.30
1.0706.
0.246
4.380
0.00
5.40
9.40
10908.
0.250
4.540
0.00
5.50
9.50
11110.
0.255
4.700
0.00
5.60
9.60
1131.2.
0.260
4.850
0.00
5.70
9.70
11514.
0.264
5.000
0.00
5.80
9.80
11716.
0.269
5.150
0.00
5.90
9.90
11918.
0.274
5.290
0.00
6.00
10.00
12120.
0.278
5.420
0.00
Hyd
Inflow
Outflow
Peak
Storage
Target
Calc
Stage
Elev
(Cu -Ft)
(Ac -Ft)
1
0.24
0.06
0.07
4.01
8.01
8097,
0.186
2
0.12
*******
0.04
3.71
7.71
7496.
0.172
3
0.14
*******
0.04
3.46
7.46
6997.
0.161
4
0.12
*******
0.03
3.20
7.20
6456.
0.148
5
0.12
*******
0.01
2.76
6.76
5565.
0.128
6
0.07
*******
0.01
2.28
6.28
4605.
0.106
7
0.09
*******
0.01
1.90
5.90
3841.
0.088
8
0.10
*******
0.01
1.25
5.25
2515.
0.058
----------------------------------
Route Time Series through Facility
Inflow Time Series File:dev.tsf
Outflow Time Series File:rdout
Inflow/Outflow Analysis
Peak Inflow Discharge: 0.240 CFS at 6:00 on Jan 9 in Year 8
Peak Outflow Discharge: 0.073 CFS at 11:00 on Jan 9 in Year 8
Peak Reservoir Stage: 4.01 Ft
Peak Reservoir Elev: 8.01 Ft
Peak Reservoir Storage: 8097. Cu -Ft
0.186 Ac -Ft
Page 5
116th Avenue SE and: 92nd Street, Renton
.2009 KCRTS DETEN', wN CALCULATIONS
Flow Duration
from Time Series File:rdout.tsf
Cutoff
Count
Frequency
CDF
Exceedence_Probability
CFSo
0
0
0.001
31429
51.254
51.254
48.746
0.487E+00
0.002
8873
14.470
65.724
34.276
0.343E+00
0.003
2783
4.538
70.263
29.737
0.297E+00
0.004
6427
10.481
80.744
19.256
4.193E+00
0.005
5198
8.477
89.220
10.780
0.108E+00
0.006
1823
2.973
92.193
7.807
0.781E-01
0.007
1602
2.613
94.806
5.194
0.519E-01
0.009
1304
2.127
96.932
3.068
0.307E-01
0.010
771
1.257
98.190
1.810
0.181E-01
0.011
507
0.827
99.017
0.983
0.983E-02
0.012
407
0.664
99.680
0.320
0.320E-02
0.013
69
0.113
99.793
0.207
0.207E-02
0.014
11
0.018
99.811
0.189
0.189E-02
0.015
12
0.020
99.830
0.170
0.170E-02
0.016
7
0.011
99.842
0.158
0.158E-02
0.017
4
0.007
99.848
0.152
0.152E-02
0.019
4
0.007
99.855
0.145
0.145E-02
0.020
2
0.003
99.858
0.142
0.142E--02
0.021
4
0.007
99.865
0.135
0.135E-02
0.022
2
0.003
99.868
0.132
0.132E-02
0.023
8
0.013
99.881
0.119
0.119E--02
0.024
8
0.013
99.894
0.106
0.106E-02
0.025
5
0.008
99.902
0.098
0.978E-03
0.026
8
0.013
99.915
0.085
0.848E-03
0.027
2
0.003
99.928
0.082
0.815E-03
0.029
4
0.007
99.925
0.075
0.750E-03
0.030
4
0.007
99.932
0.068
0.685E-03
0.031
7
0.011
99.943
0.057
0.571E-03
0.032
5
0.008
99.951
0.049
0.489E-03
0.033
6
0.010
99.961
0.039
0.391E-03
0.034
4
0.007
99.967
0.033
0.326E-03
0.035
4
0.007
99.974
0.026
0.261E-03
0.036
3
0.005
99.979
0.021
0.212E--03
0.037
2
0.003
99.982
0.018
0.179E-03
0.039
3
0.005
99.987
0.013
0.130E-03
0.040
3
0.005
99.992
0.008
0.815E-04
Page 6
116" Avenue SE and 192"d Street, Renton
. 2009 KCRTS DETEN i EvN CALCULATIONS
Duration Comparison Anaylsis
Base File: predev.tsf
New File: rdout.tsf
Cutoff Units: Discharge in CFS
Cuto'If
0.010
0.013
0.016
O.Ole
0.021
0.024
0.026
0.029
0.031
0.034
0.037
0.039
0.042.
-----Fraction of Time ------
Base New Change
0.80E-02 0_10E-01 28.1
0.58E-02 0.20E-02 -65.4
0.43E-02 0.16E-02 -62.0
0.33E-02 0.15E-02 -56.4
0.26E-02 0.14E-02 -48.1
0.20E-02 0.11E-02 -43.0
0.13E-02 0.86E-03 -33.8
0.83E-03 0.72E-03 --13.7
0.51E-03 0.54E-03 6.5
0.29E-03 0.34E-03 16.7
0.18E-03 0.20E-03 9.1
0.15E-03 0.98E-04 -33.3
0.65E-04 0.00E+00 -100.0
---------Check of
Probability Base
0.80E-02 0.010
0.58E-02 0.013
0.43E-02 0.016
0.33E-02 0.018
0.26E-02 0.021
0.20E-02 0.024
0.13E-02 0.026
0.83E-03 0.029
0.51 F..-03 0.031
0.29E-03 0.034
0.18E-03 0.037
0.15E-03 0.039
0.65E-04 0.042
Maximum positive excursion - 0.001 cfs ( 4.9%)
occurring at 0.010 cfs on the Base Data:p.redev.tsf
and at 0.011 cfs on the New Data:rdout.tsf
Maximum negative excursion = 0.011 cfs {-46.9%)
occurring at 0.023 cfs on the Base Data:predev.tsf
and at 0.012 cfs on the New Data:rdout.tsf
Page 7
Tolerance
-------
New
Change
0.011
4.9
0.011
-15.B
0.011
-29.7
0.012
-35.9
0.012
-42.8
0.014
-42.4
0.02.2
-15.8
0.027
-7.4
0.032
0.8
0.035
2.2
0.037
2.2
0.038
-3.1
0.040
-4.3
Proposed BMP's
.2. 11 PERYORATED PIPE CONNECTION
U TEXT OF INSTRUCTIONS
Your property contains a stormwater management flow control BMP (best management practice) called a
.'perforated pipe connection," which was installed to reduce the stormwater runoff impacts of some or all of
the impervious surface on your property. A perforated pipe connection is a length of drainage conveyance
pipe with holes in the bottom, designed to "leak" runoff, conveyed by the pipe, into a gravel filled trench
where it can be soaked into the surrounding soil. The connection is intended to provide opportunity for
infiltration of any runoff that is being conveyed from an impervious surface (usually a roof) to a local
drainage system such as a ditch or roadway pipe system.
The size and composition of the perforated pipe connection as depicted by the flow control BMP site plan
and design details must be maintained and may not be changed without written approval either from the
King County Water and Land Resources Division or through a future development permit from King
County. The soil overtop of the perforated portion of the system must not be compacted or covered with
impervious materials,
FIGURE C.2.11.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESIDENCE
random fill
j 6' �,/����!��#/� %!` filter fabric
v n a
0C
ao
aI°l
6" perf pipe
18" min Ca
p 1112" - 3!4" w
ashed rock
p 7
OOn nQ pO
F+-- — 24" min
TRENCH X -SECTION
NTS
slope -- W
PLAN VIEW OF ROOF
NTS --�
to road
drainage system
2'X 10'
fevel trench
w/pert pipe
2009 SUCra e Watar Design Manual - Appendix C 119/2009
C-81
Core Requirement #4 — Conveyance System
The proposed on-site conveyance improvements will include a catch basin inlet proposed over the lid of the
stormwater facility. This will allow for the private access road to discharge directly into the facility (vault).
The proposed new houses will connect into the vault via a 5" PVC tight line. The outfall storm pipe that
discharges the storm water facility will be sized at the time of the civil engineering utility plans with
calculations. Based upon the outlet flows form the detention volume sizing, a 12" outfall at 0.50% slope will
provide adequate capacity for this project.
Core Requirement #S - Erosion and Sediment Control
A Temporary Erosion and Sediment Control Plan implementing the Best Management Practices will be
included within the final engineering plan submittal. The project does NOT exceed the State Department of
Ecology requirements of clearing/grading over 1.0 acres in size.
Care Requirement #S - Maintenance and Operations
The on-site storm systems will be owned and maintained privately. The maintenance and operations for this
system will be included within the Declaration of Covenants for the individual BMP's provided on the project
and the final civil construction plans.
Corte Requirement #7 - Financial Guarantees and Liability
The Financial Guarantees and Liabilities will be required prior to the project being finalized by the City of
Renton. Bond Quantity worksheets will be provided at time of final engineering plan submittal.
Core Requirement #8 - Water Quality
The proposed project will include the installation of a wet sump within the proposed stormwater vault for
water quality treatment.
Check project for Water Quality Exemption:
Section 1.2.8.1 Surface Area Exemptions:
Project creates greaterthan 5,000 square feet of new PCIS — road plus proposed driveways (6,700
square feet). Therefore water quality treatment is required.
Water Quality Sizing -- calculations for the water quality volume are attached to this section. The calculated
volume required is 2,081 cubic feet. The minimum water quality depth within a stormwater vault (per code)
is 3'. The proposed water quality volume within the vault would be Y (minimum) x 20'x 50' OR 3,000 cubic
feet proposed. The westerly half of the vault will be used for water quality volume.
Water Quality Calculations
Wetpool Sizing Calculations
Per 2009 King County Stormwater Management Manual
Project Name: Bilti Short Plat
Project Number: On Site Only
Facility Description: Water Quality Sizing ((01/10/2016))
Step 1: Identify required wetpool volume factor (f).
f= 3 Per KCSWDM 6.4.1.1
Step 2: Determine rainfall (R) for the mean annual storm.
R = 0.47 Per KCSWDM Fig. 6.4.1.A
Step 3: Calculate runoff from the mean annual storm (V,) for the developed site.
V,_(0.9A;+0.25At9+0.10Atf+0.01A,)x(R112)
where: A; =Impervious Surface Area= 15,681 s.f.
Ate = Till Grass Area = 14,375 s.f.
Atr =Till Forest Area - 0 SJ.
A, = Outwash Area = 0 SJ.
V, = 694 c.f.
Step 4: Calculate required wetpool volume (Vb).
Vt, = f x V,
Ve = 2,081 0.
Special Core Requirement
Special Requirement #1— QtfrerAdopted Requirements
There are no other adopted site specific plans for this property
Special Requirement #2 — Flood Hazard Area Delineation
The proposed project is NOT located adjacent or near a 100 -year flood plain
Special Requirement #3 — Flood Protection Facflitres
The project does not rely on a flood control facility as part of the discharge to Lake Washington
Special Requirement #4 — Source Control
This project is a single-family residence. It is NOT a commercial project subject to possible pollutants
Project is exempt from source control.
Special Requirement #5 — Oil Control
The project is NOT a high -use site or the re -development of a high -use site. Project is exempt from oil
control.
Reference 11-B
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Section 4: Special Reports and Studies
Geotechnical Site Assessment prepared by Robert Pride, P.E. dated October 8, 2015
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Geotechnical Report
Robert M. Pride, LL Consulting Engineer
October 8, 2015
Mr. Simon Bilti
c/o Mr. James Hanson
17446 Mallard Cove Lane
Mt. Vernon, WA 98274
Re: Geotechnical Site Assessment
Proposed Residences
Lots 2, 3 and 4 —116th Avenue SE
Renton, Washington
Dear Mr. Hanson,
This report summarizes the results of our geologic evaluation of the property located on
the east side of 116th Avenue SE and just north of SE 192nd Street in Renton. Preliminary
design shows that there will be three proposed residences constructed on these lots as
shown on the Dryco survey plan.
The purpose of this report is to describe the geologic conditions onsite, and to provide
recommendations for the proposed residential construction. References include
geologic mapping by Booth, et al and previous geotechnical investigations performed in
this area of Renton.
Site Conditions
The three lots are located east of an existing residence that is located on the east side of
116th Avenue. Access to the three lots to the rear of this residence will be provided by a
driveway along the south side of these lots.
Our site assessment combined with geologic research shows that this area is underlain
by dense glacial deposits (Qvt) that consist primarily of silty sands with gravel. These
soils will provide excellent support for the new structure foundations, but onsite
infiltration cannot be adequately accomplished into these very dense soils.
Geotechnical Recommendations
On the basis of my geotechnical site assessment the underlying glacial deposits will
provide satisfactory structure support using a recommended soil bearing value of 2000
psf and a friction value of 0.4 (FS = 1.5). All footings should extend down through the
upper topsoil layer and bear on the underlying dense native soils.
Resistance to lateral loading may be provided using a passive earth pressure of 250 pcf
and a seismic value of 8H. It is recommended that perforated subdrain piping be
installed around the perimeter of the foundations, with discharge to a catch basin.
Robert M. Pride, LLC Page 1
13203 Holmes Point Drive NE Kirkland, WA 98034
Impervious surface areas will require collection of storm water runoff with discharge
into the city storm drain system.
Concrete slabs and driveway pavement should be supported with a minimum six inch
layer of compacted crushed gravel that is placed on the dense native soils. It is
recommended that field inspections be made to confirm that our recommendations are
achieved during site development and building construction.
Summary
Our conclusions, recommendations and opinions presented in this report are based on
prior experience in this area combined with my site assessment and geologic research.
The findings and recommendations of this report were prepared in accordance with
generally accepted principles of geotechnical engineering as practiced in the Puget
Sound area at the time this report was submitted. We make no warranty, either express
or implied.
Please call if there are any questions.
Respectfully,
M
SS�aNAL aG
Robert M. Pride, P. E.
Principal Geotechnical Engineer
dist: (1) Addressee
rinp: Biltii16thAveResj
Robert M. Pride Page 2
13203 Holmes Point Drive NE Kirkland, WA 98034
Section 5: Other Permits
None at this time
Section 6: Declaration of Covenants
The proposed storm water BMP covenants will be provided as part of the final engineering plan submittal for
City review and approval.
RECORDING REQUESTED BY AND
WHEN RECORDED MAIL TO:
CITY CLERK'S OFFICE
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98057
DECLARATION OF COVENANT
FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS
Grantor:
Grantee: City of Renton
Legal Description:
Additional Legal(s) on:
Assessor's 'Tax Parcel 1D#:
IN CONSIDERATION of the approved City of Renton(check one of the following) ❑ residential
building permit, ❑ commercial building permit, ❑ clearing and grading permit, ❑ subdivision permit, or
L] short subdivision permit for Application File No. LUAISWP
relating to the
real property ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby
covenants(covenant) with City or Renton, a political subdivision of the state of Washington, that
he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described
in Paragraphs 1 through 8 below with regard to the Property. Grantor(s) hereby grants(grant),
covenants(covenant), and agrees(agree) as follows:
1. Grantor(s) or his/her(their) successors in interest and assigns ("Owners") shall retain, uphold,
and protect the stormwater management devices, features, pathways, limits, and restrictions, known as
flow control best management practices ("BMPs"), shown on the approved Flow Control BMP Site Plan
for the Property attached hereto and incorporated herein as Exhibit A.
2. The Owners shall at their own cost, operate, maintain, and keep in good repair, the Property's
BMPs as described in the approved Design and Maintenance Details for each BMP attached hereto and
incorporated herein as Exhibit B.
3. City or Renton shall provide at least 30 days written notice to the Owners that entry on the
Property is planned for the inspection of the BMPs. After the 30 days, the Owners shall allow the City of
Renton to enter for the sole purpose of inspecting the BMPs. In lieu of inspection by the City, the
Owners may elect to engage a licensed civil engineer registered in the state of Washington who has
expertise in drainage to inspect the BMPs and provide a written report describing their condition. If the
engineer option is chosen, the Owners shall provide written notice to the City of Renton within fifteen
days of receiving the City's notice of inspection. Within 30 days of giving this notice, the Owners, or the
engineer on behalf of the Owners, shall provide the engineer's report to the City of Renton. if the report
is not provided in a timely manner as specified above, the City of Renton may inspect the BMPs without
further notice.
4. If the City determines from its inspection, or from an engineer's report provided in accordance
with Paragraph 3, that maintenance, repair, restoration, and/or mitigation work is required for the BMPs,
The City shall notify the Owners of the specific maintenance, repair, restoration, and/or mitigation work
(Work) required under RMC 4-6-030. The City shall also set a reasonable deadline for completing the
Work or providing an engineer's report that verifies completion of the Work. Alter the deadline has
passed, the Owners shall allow the City access to re -inspect the BMPs unless an engineer's report has
been provided verifying completion of the Work. If the work is not completed property within the time
frame set by the City, the City may initiate an enforcement action. failure to properly maintain the BMPs
is a violation of RMC 4-6-030 and may subject the Owners to enforcement under the RMC 1-3, including
fines and penalties.
5. Apart from performing routine landscape maintenance, the Owners are hereby required to
obtain written approval from the City or Renton before performing any alterations or modifications to the
BMPs.
6. Any notice or approval required to be given by one party to the other under the provisions of
this Declaration of Covenant shall be effective upon personal delivery to the other party, or after three (3)
days from the date that the notice or approval is mailed with delivery confirmation to the current address
on record with each Party. The parties shall notify each other of any change to their addresses.
7. This Declaration of Covenant is intended to promote the efficient and effective management of
surface water drainage on the Property, and it shall inure to the benefit of all the citizens of the City of
Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be
binding upon Grantor(s), and Grantor's(s') successors in interest and assigns.
S. This Declaration of Covenant may be terminated by execution of a written agreement by the
Owners and the City of Renton that is recorded by King County in its real property records.
IN WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of
Flow Control BMPs is executed this day of , 20
GRANTOR, owner of the Property
GRANTOR, owner of the Property
STATE OF WASHINGTON )
COUNTY OF KING )ss.
On this day personally appeared before me:
to me known to be the individual(s) described in
and who executed the within and foregoing instrument and acknowledged that they signed the same as
their free and voluntary act and deed, for the uses and purposes therein stated.
Given under my hand and official seal this day of , 20
Printed name
Notary Public in and for the State of Washington,
residing at
My appointment expires
EXHIBIT "B"
PERFORATED PIPE CONNECTION MAINTENANCE INSTRUCTIONS
This lot contains stormwater management flow control BMP (best management practice)
called a "perforated pipe connection," which was installed to reduce the stormwater runoff
impacts of some or all of the impervious surface on your property. A perforated pipe
connection is a length of drainage conveyance pipe with holes in the bottom, designed to
"leak" runoff, conveyed by the pipe, into a gravel filled trench where it can be soaked into
the surrounding soil. The connection is intended to provide opportunity for infiltration of any
runoff that is being conveyed from an impervious surface (usually a roof) to a local drainage
system such as a ditch or roadway pipe system.
The size and composition of the perforated pipe connection as depicted by the flow control
BMP site plan and design details must be maintained and may not be changed without
written approval from the City of Renton. The soil overtop of the perforated portion of the
system must not be compacted or covered with impervious materials.
RESTRIC 1VE FOOTPRINT MAINTENANCE INSTRUCTIONS
Your property contains a stormwater management flow control BMP (best management
practice) known as "restricted footprint," the practice of restricting the amount of impervious
surface that may be added to a property so as to minimize the stormwater runoff impacts
caused by impervious surface. The total impervious surface on your property may not
exceed 2,600 square feet without written approval from the City of Renton.
'ertifica#c : ��S.i
This cerrificate provides
information necessary to
evaluate development
proposals.
SODS CREEK WATER AND SEWER DISTRICT
CERTIFICATE OF SEWER AVAILABILITY
Type: Short SubDivision
Applicant's Name: Simion Bilti
Proposed Use: 4 lot Short Plat- 3 new lots " Bilti Short Plat"
Location: Lot: 8 Block: I Development: NOWI-HWESTERN GARDEN
TRACTS DIV4
Parcel: 619840 0161 Address: 19116 116TH AVE SE. RENTON
Information: 1 Existing House to Remain
SEWER PURVEYOR INFORMATION
1. ■ 7 Sewer service will be provided by service connection only to an existing sewer main Null feet from
the site and the sewer system has the capacity to serve the proposed area.
b _;i Other (describe):
Sewer service for the proposed plat will require the installation of sewer main onsite to serve lots.
Developer may be required to obtain easements from adjacent parcels. All pians must be approved by
KC WTD and Sons Creek Water R Sewer District.
2. ■ �Rf; The sewer system is in conformance with a County approved sewer comprehensive plan.
b ' —' The sewer system improvement will require a sewer comprehensive plan amendment
3. , �ei The proposed project is within the corporate limits of the district, or has been granted Boundary
Review Board approval for extension of service outside the district or city.
b Annexation or Boundary Review Board approval will be necessary to provide service, or sign a
Power of Attorney for annexation.
4" Service is subject to the following:
A i ' Connection Chargc: Yes
b ; Easement (s): Onsite easement required. offsite may be required
C Other: See 1 b above and conditions bcioix
Service is subject to the applicants agreement to comply and perform to make such installation
and/or connections to the standards, regulations, requirements and conditions of this District
and such other agency or agencies having jurisdiction. This District is not representing that it's
facilities will be extended or otherwise modified to make such service available to the
applicant. tt is the responsibility of the applicant to make any required extension of facilities to
serve their property-.
1 hereby certify that the above sewer purveyor information is true. This certification shall be valid for one
year from date of signature.
SODS CREEK WATER & SEWER DISTRICT Darci Manioda 10,2612015
Agency NaonAt Signatory Name Dat, r
supervisor, Development Administration IQ iy
Tale ig rurt hate
Sacs Crc� Wue A Suet ascrKr "ryrasaismµkPurelAdQSr�a" T✓r.'�
DEPARTMENT OF COMMUNITY ,.TY OF
AND ECONOMIC DEVELOPMENT Renton
AFFIDAVIT OF INSTALLATION OF
PUBLIC INFORMATION SIGN
Planning Division
1055 South Grady way, Renton, WA 98057
Phone: 425-430-7200 I www,rentonwa,gov
STATE OF WASHINGTON )
) SS
COUNTY OF KING )
being first
duly sworn on oath, deposes and says:
1. On the g4k day of :. Q0 Ut � 20_ (b" I installed public
information sign(s� and plastic flyer box on the property located at
J 9ll( SL-4L&-'r-�'�t _sz.c. f� �l va for the following project:
Project Name
i
Owner Name
2. 1 have attached a copy of the neighborhood detail map marked with an "X" to
indicate the location of the installed sign.
3. This/these public information sign(s) was/were constructed and installed in locations
in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code
and the City's "Public Information Signs lnstal tion" ndout package.
•'installer Signature
SUBSCRIBED AND SWORN to before me t ` day of _Ygo20 .
,`,�StQttyrrrtuq��f�i,' �
$Y,DEEP%�� < I
+v`Q ,erslolV A; 7 �+ NOTARY PUBl- in and for the State of Washington,
U°t4OTARy �`"N'i _ residing at
PUBLIC
�� �• My commission expires on,
;SaM r,rr
First Allimcan
First American Title Insurance Company
818 Stewart St, Ste 800
Seattle, WA 98101
October 14, 2015
Jim Hanson
J Hanson Consulting
17446 Mallard Cove LN
Mount Vemon, WA 98274
Phone: (360)422-5056
Fax:
Title Officer:
Pat Fullerton
Phone:
(206)615-3055
Fax No.:
(866)904-2177
E -Mail:
pfuilerton@firstam.com
Order Number:
2540247
Escrow Number: 2540247
Buyer: Bilti
Owner:
Property: 19116 116th Avenue SE
Renton, Washington 98058
Attached please find the following item(s):
Guarantee
Thank You for your confidence and support. We at First American Title Insurance Company maintain the
fundamental principle:
Customer First!
5003353 (7-i-14) Page 1 of 9 uarantee Number: 2540247 CLTA #14 Subdivision Guarantee (410-
Wa¢hinr
First American
Guarantee
Subdivision Guarantee
ISSUED BY
First American Title Insurance Company
GUARANTEE NUMBER
5003353-2540247
SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND THE CONDMONS AND STIPULATIONS OF THIS
GUARANTEE,
FIRST AMERICAN TITLE INSURANCE COMPANY
a Nebraska corporation, herein called the Company
GUARANTEES
] Hanson Consulting
the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability stated in Schedule
A, which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A.
First American Witte Insurance Company
A4' -'11i14
Donnis J. Girnora
Presid"
JaHreY S. Rabmson
swelery
This jadwt was created electronically and constitutes an original document
CLTA #14 Subdivision Guarantee (4 -SO -
5003353 (7-1 14) Page 2 of 9 IGuarantae Number: 2540247
I.
14
1.
2.
3.
SCHE___E OF EXCLUSIONS FROM COVERAGE OF'1..� GUARANTEE
Except to the extent that speciFlc assurances are provided In
(a) Defects, liens, encumbrances, adverse claims or other matters
Schedule A of this Guarantee, the Company assumes no
affecting the title to any property beyond the lines of the land
liability for loss or damage by reason of the following:
expressly described in the description set forth in Schedule (A),
(a) Defects, liens, encumbrances, adverse claims or other
(C) or in Part 2 of this Guarantee, or title to streets, roads,
matters against the title, whether or not shown by the
avenues, lanes, ways or waterways to which such land abuts,
public records.
or the right to maintain therein vaults, tunnels, ramps or any
(b) (1) Taxes or assessments of any taxing authority that
structure or improvements; or any rights or easements therein,
levies taxes or assessments on real property; or, (2)
unless such property, rights or easements are expressly and
Proceedings by a public agency which may result In taxes
specifically set forth in said description.
or assessments, or notices of such proceedings, whether
(b) Defects, liens, encumbrances, adverse claims or other matters,
or not the matters excluded under (1) or (2) are shown
whether or not shown by the public records; (1) which are
by the records of the taxing authority or by the public
created, suffered, assumed or agreed to by one or more of the
records.
Assureds; (2) which result in no loss to the Assured; or (3)
(c) (1) Unpatented mining claims; (2) reservations or
which do not result In the invalidity or potential invalidity of
exceptions in patents or In Acts authorizing the issuance
any judidal or non -judicial proceeding which is within the
thereof; (3) water rights, claims or title to water,
scope and purpose of the assurances provided.
whether or not the matters exduded under (1), (2) or
(c) The identity of any party shown or referred to in Schedule A.
(3) are shown by the public records.
(d) The validity, legal effect or priority of any matter shown or
Notwithstanding any specific assurances which are provided
referred to In this Guarantee.
In Schedule A of this Guarantee, the Company assumes no
liability for loss or damage by reason of the following:
GUARANTEE CONDITIONS AND STIPULATIONS
Definition of Terms.
4. Company's Option to Defend or Prosecute Actions; Duty of
The following terms when used in the Guarantee mean:
Assured Claimant to Cooperate.
(a) the "Assured": the party or parties named as the
Even though the Company has no duty to defend or prosecute as
Assured In this Guarantee, or on a supplemental writing
set forth In Paragraph 3 above:
executed by the Company.
(a) The Company shall have the right, at its sole option and cost,
(b) "land": the land described or referred to in Schedule
to institute and prosecute any action or proceeding, Interpose
(A)(C) or In Part 2, and improvements affixed thereto
a defense, as limited in (b), or to do any other act which In Its
which by law constitute real property. The term "land"
opinion may be necessary or desirable to establish the title to
does not include any property beyond the lines of the
the estate or interest as stated herein, or to establish the Ilen
area described or referred to In Schedule (A)(C) or in
rights of the Assured, or to prevent or reduce loss or damage
Part 2, nor any right, title, Interest, estate or easement in
to the Assured. The Company may take any appropriate action
abutting streets, roads, avenues, alleys, lanes, ways or
under the terms of this Guarantee, whether or not it shall be
waterways.
liable hereunder, and shall not thereby concede liability or
(c) "mortgage": mortgage, deed of trust, trust deed, or
waive any provision of this Guarantee. If the Company shall
other security instrument.
exercise Its rights under this paragraph, it shall do so diligently.
(d) "public records": records established under state
(b) If the Company elects to exercise its options as stated in
statutes at Date of Guarantee for the purpose of
Paragraph 4(a) the Company shall have the right to select
imparting constructive notice of matters relating to real
counsel of Its choice (subject to the right of such Assured to
property to purchasers for value and without knowledge.
object for reasonable cause) to represent the Assured and shall
(e) "date": the effective date.
not be liable for and will not pay the fees of any other counsel,
Notice of Claim to be Given by Assured Clainnarrt
nor will the Company pay any fees, costs or expenses incurred
An Assured shall notify the Company promptly in writing in
by an Assured in the defense of those causes of action which
case knowledge shall come to an Assured hereunder of any
allege matters not covered by this Guarantee.
claim of title or interest which is adverse to the title to the
(c) Whenever the Company shall have brought an action or
estate or interest, as stated herein, and which might cause
interposed a defense as permitted by the provisions of this
loss or damage for which the Company may be liable by
Guarantee, the Company may pursue any litigation to final
virtue of this Guarantee. If prompt notice shall not be given
determination by a court of competent jurisdiction and
to the Company, then all liability of the Company shall
expressly reserves the right, In its sole discretion, to appeal
terminate with regard to the matter or matters for which
from an adverse judgment or order.
prompt notice is required; provided, however, that failure to
(d) In all cases where this Guarantee permits the Company to
notify the Company shall In no case prejudice the rights of
prosecute or provide for the defense of any action or
any Assured unless the Company shall be prejudiced by the
proceeding, an Assured shall secure to the Company the right
failure and then only to the extent of the prejudice.
to so prosecute or provide for the defense of any action or
No Duty to Defend or Prosecute.
proceeding, and all appeals therein, and permit the Company
The Company shall have no duty to defend or prosecute any
to use, at its option, the name of such Assured for this
action or proceeding to which the Assured Is a party,
purpose. Whenever requested by the Company, an Assured,
notwithstanding the nature of any allegation In such action or
at the Company's expense, shall give the Company all
proceeding.
Form 5043353 (7-1-14} Page 3 of 9 uarantee Number: 2540247 I CLIA #14 Subdivision Guarantee
S.
6.
G WEE CONDITIONS AND STIPULATIONS*ntinued)
reasonable aid in any action or proceeding, securing
evidence, obtaining witnesses, prosecuting or defending
the action or lawful act which In the opinion of the
Company may be necessary or desirable to establish the
title to the estate or Interest as stated herein, or to
establish the lien rights of the Assured. If the Company
Is prejudiced by the failure of the Assured to furnish the
required cooperation, the Company's obligations to the
Assured under the Guarantee shall terminate.
Proof of Loss or Damage.
In addition to and after the notices required under Section 2
of these Conditions and Stipulations have been provided to
the Company, a proof of loss or damage signed and sworn to
by the Assured shall be furnished to the Company within
ninety (90) days after the Assured shall ascertain the facts
giving rise to the loss or damage. The proof of loss or
damage shall describe the matters covered by this Guarantee
which constitute the basis of loss or damage and shall state,
to the extent possible, the basis of calculating the amount of
the loss or damage. If the Company is prejudiced by the
failure of the Assured to provide the required proof of loss or
damage, the Company's obligation to such assured under the
Guarantee shall terminate. In acifton, the Assured may
reasonably be required to submit to examination under oath
by any authorized representative of the Company and shall
produce for examination, inspection and copying, at such
reasonable times and places as may be designated by any
authorized representative of the Company, all records, books,
ledgers, checks, correspondence and memoranda, whether
bearing a date before or after Date of Guarantee, which
reasonably pertain to the loss or damage. Further, if
requested by any authorized representative of the Company,
the Assured shall grant its permission, In writing, for any
authorized representative of the Company to examine, inspect
and copy all records, books, ledgers, checks, correspondence
and memoranda in the custody or control of a third party,
which reasonably pertain to the loss or damage. All
Information designated as confidential by the Assured
provided to the Company pursuant to this Section shall not be
disclosed to others unless, In the reasonable judgment of the
Company, it Is necessary In the administration of the claim.
Failure of the Assured to submit for examination under oath,
produce other reasonably requested information or grant
permission to secure reasonably necessary information from
third parties as required in the above paragraph, unless
prohibited by law or governmental regulation, shall terminate
any liability of the Company under this Guarantee to the
Assured for that claim.
Options to Pay or Otherwise Settle Claims;
Termination of Liability.
In case of a claim under this Guarantee, the Company shall
have the following additional optlons:
(a) To Pay or Tender Payment of the Amount of Liabllity or
to Purchase the Indebtedness.
The Company shall have the option to pay or settle or
compromise for or in the name of the Assured any claim
which could result in loss to the Assured within the
coverage of this Guarantee, or to pay the full amount of
this Guarantee or, if this Guarantee Is Issued for the
benefit of a holder of a mortgage or a lienholder, the
Company shall have the option to purchase the
Form 5003353 (7-1-14) [Page 4 of 9
Indebtedness secured by said mortgage or said lien for the
amount owing thereon, together with any costs, reasonable
attorneys' fees and expenses Incurred by the Assured claimant
which were authorized by the Company up to the time of
purchase.
Such purchase, payment or tender of payment of the full
amount of the Guarantee shall terminate all liability of the
Company hereunder. In the event after notice of claim has
been given to the Company by the Assured the Company
offers to purchase said Indebtedness, the owner of such
Indebtedness shall transfer and assign said indebtedness,
together with any collateral security, to the Company upon
payment of the purchase price.
Upon the exercise by the Company of the option provided for
In Paragraph (a) the Company's obligation to the Assured
under this Guarantee for the claimed loss or damage, other
than to make the payment required in that paragraph, shall
terminate, including any obligation to continue the defense or
prosecution of any litigation for which the Company has
exercised its options under Paragraph 4, and the Guarantee
shall be surrendered to the Company for cancellation.
(b) To Pay or Otherwise Settle With Parties Other Than the
Assured or With the Assured Claimant.
To pay or otherwise settle with other parties for or In the name
of an Assured claimant any claim assured against under this
Guarantee, together with any costs, attomeys' fees and
expenses Incurred by the Assured claimant which were
authorized by the Company up to the time of payment and
which the Company is obligated to pay.
Upon the exercise by the Company of the option provided for
in Paragraph (b) the Company's obligation to the Assured
under this Guarantee for the claimed loss or damage, other
than to make the payment required in that paragraph, shall
terminate, including any obligation to continue the defense or
prosection of any litigation for which the Company has
exercised Its options under Paragraph 4.
7. Determination and Extent of Liability.
This Guarantee Is a contract of Indemnity against actual monetary
loss or damage sustained or Incurred by the Assured claimant who
has suffered loss or damage by reason of reliance upon the
assurances set forth in this Guarantee and only to the extent herein
described, and subject to the Exclusions From Coverage of This
Guarantee.
The liability of the Company under this Guarantee to the Assured
shall not exceed the least of:
(a) the amount of liability stated in Schedule A or in Part 2;
(b) the amount of the unpaid principal indebtedness secured by
the mortgage of an Assured mortgagee, as limited or provided
under Section 6 of these Conditions and Stipulations or as
reduced under Secdon 9 of these Conditions and Stipulations,
at the time the loss or damage assured against by this
Guarantee occurs, together with interest thereon; or
(c) the difference between the value of the estate or interest
covered hereby as stated herein and the value of the estate or
interest subject to any defect, lien or encumbrance assured
against by this Guarantee.
B. Limitation of Liability.
(a) If the Company establishes the title, or removes the alleged
defect, lien or encumbrance, or cures any other matter assured
against by this Guarantee In a reasonably diligent manner by
C LTA #14 Subdivision Guarantee (4-10-
G MEE CONDITIONS AND STIPULATIONS ntinued)
any method, including litigation and the completion of
any appeals therefrom, it shall have fully performed its
obligations with respect to that matter and shall not be
liable for any loss or damage caused thereby.
(b) In the event of any litigation by the Company or with the
Company's consent, the Company shall have no liability
for loss or damage until there has been a final
determination by a court of competent jurisdiction, and
disposition of all appeals therefrom, adverse to the title,
as stated herein.
(c) The Company shall not be liable for loss or damage to
any Assured for liability voluntarily assumed by the
Assured In settling any daim or suit without the prior
written consent of the Company.
9. Reduction of Liability or Termination of Liability.
All payments under this Guarantee, except payments made
for costs, attorneys' fees and expenses pursuant to Paragraph
4 shall reduce the amount of liability pro tanto.
10. Payment of Loss.
(a) No payment shall be made without producing this
Guarantee for endorsement of the payment unless the
Guarantee has been lost or destroyed, In which case
proof of loss or destruction shall be furnished to the
satisfaction of the Company.
(b) When liability and the extent of loss or damage has been
definitely fbced in accordance with these Conditions and
Stipulations, the loss or damage shall be payable within
thirty (30) days thereafter.
11. Subrogation Upon Payment or Settlement.
Whenever the Company shall have settled and paid a claim
under this Guarantee, all right of subrogation shall vest in the
Company unaffected by any act of the Assured claimant.
The Company shall be subrogated to and be entitled to all
rights and remedies which the Assured would have had
against any person or property In respect to the claim had
this Guarantee not been Issued. If requested by the
Company, the Assured shall transfer to the Company all rights
and remedies against any person or property necessary In
order to perfect this right of subrogation. The Assured shall
permit the Company to sue, compromise or settle in the name
of the Assured and to use the name of the Assured in any
transaction or litigation involving these rights or remedies.
If a payment on account of a claim does not fully cover the
loss of the Assured the Company shall be subrogated to all
rights and remedies of the Assured after the Assured shall
have recovered its principal, Interest, and costs of collection.
12. Arbitration.
Unless prohibited by applicable law, either the Company or the
Assured may demand arbitration pursuant to the Title Insurance
Arbitration Rules of the American Land Title Association. Arbitrable
matters may Include, but are not limited to, any controversy or
claim between the Company and the Assured arlsing out of or
relating to this Guarantee, any service of the Company in
connection with its issuance or the breach of a Guarantee provision
or other obligation. All arbitrable matters when the Amount of
Liability Is $2,000,000 or less shall be arbitrated at the option of
either the Company or the Assured. All arbitrable matters when the
amount of liability Is in excess of $2,000,000 shall be arbitrated only
when agreed to by both the Company and the Assured. The Rules
In effect at Date of Guarantee shall be binding upon the parties.
The award may include attorneys' fees only if the laws of the state
in which the land Is located permits a court to award attorneys' fees
to a prevailing party. Judgment upon the award rendered by the
Arbitrator(s) may be entered in any court having jurisdiction
thereof.
The law of the situs of the land shall apply to an arbitration under
the Title Insurance Arbitration Rules.
A copy of the Rules may be obtained from the Company upon
request.
13. Liability Limned to This Guarantee; Guarantee Entire
Contract.
(a) This Guarantee together with all endorsements, if any,
attached hereto by the Company is the entire Guarantee and
contract between the Assured and the Company. In
Interpreting any provision of this Guarantee, this Guarantee
shall be construed as a whole.
(b) Any claim of loss or damage, whether or not based on
negligence, or arty action asserting such clalm, shall be
restricted to this Guarantee.
(c) No amendment of or endorsement to this Guarantee can be
made except by a writing endorsed hereon or attached hereto
signed by either the President, a Vice President, the Secretary,
an Assistant Secretary, or validating officer or authorized
signatory of the Company.
14. Notices, Where Sent
All notices required to be given the Company and any statement In
writing required to be furnished the Company shall include the
number of this Guarantee and shall be addressed to the Company
at First American Title Insurance Company, Attn; Claims
National Intake Center, i First American Way, Santa Ana,
California 92707 Phone: 888-632-
1642 Fax: 877-804-7606
$CPS AMEJR,C4
First American Title
5003353 (7-1-14) Page 5 of 9 IGuarantee Number: 2540247 1 CLTA #14 Subdivision Guarantee
14' •1f+, �y
FiT Ama icda
Schedule A
Subdivision Guara..__-!
ISSUED BY
First American Title Insurance Company
GUARANTEE NUMBER
2540247
Order No.: 2540247 Liability: $2,000.00 Fee: $350.40
Tax: $33.60
Name of Assured: I Hanson Consulting
Date of Guarantee: October 7, 2015
The assurances referred to on the face page hereof are:
Title is vested in:
SIMION BILTI AND CECILIA M. BILTI, HUSBAND AND WIFE
2. That, according to the public records relative to the land described in Schedule C attached hereto
(including those records maintained and indexed by name), there are no other documents
affecting title to said land or any portion thereof, other than those shown under Record Matters
in Schedule B.
The following matters are excluded from the coverage of this Guarantee
A. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing
the issuance thereof.
B. Water rights, claims or title to water.
C. Tax Deeds to the State of Washington.
D. Documents pertaining to mineral estates.
4. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of
any matter shown herein.
5. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence
as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W.,
and the local regulations and ordinances adopted pursuant to said statute. It is not to be used
as a basis for closing any transaction affecting title to said property.
6. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment,
guarantee or policy. It is furnished solely for the purpose of assisting in locating the premises
and First American expressly disclaims any liability which may result from reliance made upon it.
5003353 (7-1-14) Wage 6 of 9
Number: 2540247
QTA #14 Subdivision Guarantee (4-10-
I~ First AmaicSII
Schedule B
Subdivision Guara e
ISSUED BY
First American Title Insurance Company
GUARANTEE NUMBER
2540247
1. General Taxes for the year 2015. The first half becomes delinquent after April 30th. The second
half becomes delinquent after October 31st.
Tax Account No.:
619840-0161-06
1st Half
Amount Billed:
$
1,394.37
Amount Paid:
$
1,394.37
Amount Due:
$
0.00
Assessed Land Value:
$
130,000.00
Assessed Improvement Value:
$
84,000.00
2nd Half
Amount Billed:
$
1,394.36
Amount Paid:
$
0.00
Amount Due:
$
1,394.36
Assessed Land Value:
$
130,000.00
Assessed Improvement Value:
$
84,000.00
2. Deed of Trust and the terms and conditions thereof.
Grantor/Trustor: Simion Bilti and Cecilia M. Bilti, husband and wife
Grantee/Beneficiary: Mortgage Electronic Registration Systems, Inc, "MERS" solely as
a nominee for Impac Funding Corporation dba Impac Funding
Group, its successors and assigns
Trustee: The Talon Group
Amount: $206,250.00
Recorded: May 31, 2006
Recording Information: 20060531003437
According to the public records, the beneficial interest under the deed of trust was assigned to
Deutsche Bank National Trust Company, as trustee under the Pooling and Servicing Agreement
Relating to Impac Secured Assets Corp., Mortgage Pass -Through Certificates, Series 2006-2 by
assignment recorded March 8, 2011 as 20110308001450 of official records.
3. f=ederal Tax Lien:
Taxpayer: Simian & Cecilia M Bi1ti
Certificate No.: 746871111
Amount: $11,837.27
Recorded: February 07, 2011
Recording Information: 20110207000167
4. Any and all offers of dedication, conditions, restrictions, easements, boundary discrepancies or
encroachments, notes and/or provisions shown or disclosed by Short Plat or Plat of Northwestern
Garden Tracts, Division No. 4 recorded in Volume 47 of Plats, Page(s) 74.
5003353 (7-1-14) IPage 7 of 9 IGuarantee Number. 2540247 1 CLTA #14 Subdivision Guarantee (4-10-
5. The terms and provisions contained in the document entitled "Notice of On -Site Sewage System
Operation and Maintenance Requirements"
Recorded: May 31, 2006
Recording No.: 20060531003435
Informational Notes, If any
5003353 (7-1-14) Page S Of 9 uarantee Number: 2540247 CLTA #14 Subdivision Guarantee
u
' FirstAmerican
i
Schedule C
Subdivision Guarantee
ISSUED BY
First American Title Insurance Company
GUARANTEE NUMBER
2540247
The land in the County of King, State of Washington, described as follows:
THE NORTHERLY 100 FEET OF THE SOUTHERLY 210 FEET OF LOT 8, BLOCK 1, NORTHWESTERN
GARDEN TRACTS, DIVISION NO. 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 47 OF PLATS,
PAGE(S) 74, RECORDS OF KING COUNTY, WASHINGTON.
5003353 (7-1-14) Page 9 of 9 IGuarantee Number: 2544247CLTA #14 Subdivision Guarantee
RECEIPT EGO0047861 CITY OF-
1055 S Grady Way, Renton, WA 98057
Trarnsaction Date: January 12, 2016
BILLING CONTACT
SIMION BILTI
THE GOOD SAMARITAN ELDERLY HOME
11624 SE 192nd St
Renton, WA 98058-7538
REFERENCE NUMBER FEE NAME TRANSACTION PAYMENT AMOUNT PAID
TYPE METHOD
LUA16-000012
PLAN - Modification
Fee Payment
Check #1940
$150.00
PLAN - Short Plat Fee
Fee Payment
Check #1940
$2,000.00
PLAN - Waiver
Fee Payment
Check #1940
$150.00
Technology Fee
Fee Payment
Check #1940
1 $69.00
SUB TOTAL
1 $2,369.00
TOTAL $2,369.00
Printed On: January 12, 2016 Prepared Bv: Kris Sorensen Page 1 of 1