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Sandi Weir
From:
Sent:
To:
Subject:
Amanda Askren
Tuesday, August 22, 2017 10:20 AM
Abdou! Gafour; Anjela St. John; Bonnie Woodrow; Caera Youn; Cannon, Debra; Century
Link; Clarice Martin; Corey W Thomas; Crawford, Jeremy; Cyndie L Parks; Dave Wilson
(dave.wilson@kingcounty.gov); Debbie Gutierrez (DGutierrez3@republicservices.com);
Deborah M Little; Deborah Needham; Elsa Biscaino; Elysha Mettlin; Eunice Verstegen;
Evelyn Torres (evelyn.torres@kingcounty.gov); Fessenden, Janise; Gary Fink; Gilchrist,
Gael; Gordon, Susan; Holly Powers; J. D. Wilson; James C Schiller; Jason Seth; Jeff
Wagner; John Kwant; Julie Watson (Julie.J.Watson@usps.gov); Kevin Anderson; Kristina
Kyle; Michelle Faltaous; Miranda Hett; Morgan, Gail; Nizar Salih; One Call Concepts
(ordatabase@occinc.com); Pierce, Ramon; Renton Reporter; Rick M Marshall; Roy M
Gunsolus; Russ Evans; Sandi Weir; Scott Chapman; Shirley Anderson; Soon Kim; Soos
Creek Water District (Customer_Service@sooscreek.com); Support@Valleycom.org
(Support@Valleycom.org); Susan Truong; Tina Fisher; Tom Reynolds; UB; Vicki, Whitt-
Williams,
RENTON -ZK Short Plat
ZK Short Plat LUAB-001564
Recording Number 20170718900012
Address retired/house to be demolished 3402 NE 7th St
Please let me know if you have any questions. Thanks!
Lot Address PID
1 701 Newport Ct NE, Renton WA 98056 + 3847 8011100026
2 707 Newport Ct NE, Renton WA 98056 + 3847 8011100025
3 715 Newport Ct NE, Renton WA 98056 + 3847 8011100027
4 721 Newport Ct NE, Renton WA 98056 + 3847 8011100028
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llOJ "°' 8C 1 11()(J(J'T 1
Amanda Askren, PLS
Property & Technical Services Manager
Community and Economic Development
1055 South Grady Way
Renton, WA 98057
Phone: 425-430-7369 I Fax: 425-430-7300
E-mail: a.~sk~er1_-:re:1tom_va,ccv
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NE 7th St
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Denis Law Mayor
Community & Economic Development C. E. "Chip" Vincent, Administrator
April 7, 2017
Chris and Beverly Pressey
PO Box40173
Bellevue, WA 98015
RE: ZK Short Plat Final Time Extension, LUA13-001564
Dear Ms. and Ms. Pressey:
Due to your recent progress on your project (ZK Short Plat, LUA13-001564),
demonstrating your intent to finalize it in a timely manner, I will grant you a one time
last extension until July 7, 2017, to have this short plat entirely constructed, inspected,
and recorded. This recording deadline is the last extension the City will grant to this
now 3-year old project.
As a condition of this final extension, I am requiring that any new single family building
permits shall comply with the 2017 City of Renton Surface Water Design Manual of
Appendix C. In addition, the applicant shall submit a revised landscape and tree
retention plan, in compliance with RMC 4-8-120D.12, to be reviewed and approved by the
Current Planning Project Manager prior to short plat recording. The landscape plan shall
include enhanced ten feet (10'} of on-site landscaping along NE 7th Street, and five feet
{5') of on-site landscaping along the private street (Newport Ct NE). The landscaping
shall include a mixture of trees, shrubs, and groundcover. If possible, the applicant shall
also install a cedar fence between the private street and the property to the east to act
as a visual screening between the new lots and the neighboring property. The fence
shall be in conformance with current fence and retaining wall regulations {RMC 4-4-
040), including combined height (fence and retaining wall) requirements, and shall be
shown on the landscape plan.
If you are not able to fully complete each and every improvement, have them
successfully inspected and approved, submit as-built mylars for the final installation,
and also record the short plat on or prior to July 7, 2017, the project will expire and you
will have to reapply.
1055 South Grady Way, Renton, WA 98057 • rentonwa.gov
Chris and Beverly Pressey
Page 2 of 2
April 7, 2017
•
You have 14 days from the date of this letter to appeal the administrative determination
in accordance with City Code, per RMC 4-8-110. A written appeal accompanied by the
required filing fee must be filed with the City Clerk before Friday, April 21, 2017, at 5:00
p.m.
Should you decide to appeal this decision, the commitment to the extension of the
validity of the short plat may be suspended and revisited.
You may contact Jan Illian, Plan Reviewer, at (425} 430-7216 if you have any questions
or need additional information.
Sincerely,
. ..-,")
(,~ (,J~
Angelea Weihs
Associate Planner
cc: Chip Vincent, CED Administrator
Jennifer Henning, Planning Director
Jan Illian, Plan Reviewer
Brianne Bannwarth, Development Engineering Manager
Vanessa Dolbee, Planning Manager
Vinh Vuong, Contact
File# LUAB-001564
Denis Law Mayor
June 26, 2017 Community & Economic Development C. E. "Chip" Vincent Administrator
Chris and Beverly Pressey
PO Box 40173
Bellevue, WA 98015
SUBJECT: FIVE YEAR LANDSCAPE MAINTENANCE AGREEMENT REQUEST
ZK Short Plat
LUA13-001564, SP
Dear Mr. Sears:
Based on the landscape maintenance costs for the ZK Short Plat, the total amount of
your maintenance surety device is $7,253.00
This amount is deemed sufficient to guarantee that landscape improvements have been
installed according to plan and shall perform satisfactorily for a minimum of five (5)
years after they have been completed. Please come to the 5th floor of City Hall to submit
the surety device.
Once I have received the surety for Five-Year Maintenance, I will issue a letter signaling
the start of your five-year maintenance period. If you have any questions, please feel
free to contact me at (425) 430-7312.
Sincerely,
//)
(_,.;lf'~C"-
Angelea Weihs
Associate Planner
Enclosure: Landscape Bond Quantity Worksheet for ZK Short Plat
cc: File #LUAB-001564
Vinh Vuong, Contact
Stacy Tucker, Planning Technician
1055 South Grady Way, Renton, WA 98057 • rentonwa.gov
I
Denis Law C · f
_ _:May:..or ------.,~~~
December 22, 2015
Mr. Chris Pressey
PO Box 40173
Bellevue, WA 98015
Community & Economic Development Department
C.E. "Ch ip"Vincent, Ad mi nistrato r
RE: ZK Short Plat (Ul5002516) -Storm Filter® without pre-settling -Adjustment
2015-03
Dear Mr. Pressey:
The City of Renton has completed review of the adjustment request for the ZK Short Plat
Development (LUA13-001564, U15002516) in accordance with City adopted 2009 King
County Surface Water Design Manual (KCSWDM) and associated City Amendments. Our
review of the information leads us to understand that the applicant's engineer is
requesting an adjustment for the implementation of the StormFilter System for Basic
Water Quality Treatment without pre-settling requirements.
Findings:
1. Section 6.1.1 of the 2009 King County Surface Water Design Manual requires a pre-
settling facility to be provided when the filtration facility is not preceded by a
detention facility. However, under se~t1on 6.5.5 an adjustment without pre-settling
may be considered on an experimental basis for drainage basins less than 1/2 acre
of impervious area.
2. The Stormwater Management StormFilter® (StormFilter) is a flow-through
stormwater filtration system comprised of a vault that houses media-filled
cartridges. As stormwater fills the treatment chamber, stormwater filters through
the media to the center of the cartridge, and treated stormwater is collected and
discharged through underdrain collection pipes.
3. The proposed ZPG media StormFilter systems for basic treatment is located at the
downstream point of the private access tract; and is collecting and treating runoff
from the site. The proposed impervious area is 0.27 acres.
Based on these understandings, findings, and section 1.4 of the 2009 King County
Surface Water Design Manual as amended by the City of Renton, the adjustment for the
implementation of the StormFilter System for Basic Water Quality Treatment without
pre-settling requirements is approved under the following conditions:
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov
Mr. Chris Pressey
Page 2 of 3
December 22, 2015
Conditions:
1. The Homeowner's Association or Facility Owner{s) shall enter into a service
contract with an approved contractor or Storm Filter® representative for the long
term maintenance of the system located on private property to be maintained
by the Homeowners Association or Facility Owners.
2. To account for the fact that there will be no pre-treatment provided upstream of
the proposed filtration system, the ZPG media StormFilter shall be oversized to
account for the total impervious area (0.27 acres) to be constructed on-site
{pavement area plus building roof area).
3. The ZPG media StormFilter systems are designed to treat 35 percent of the
developed two-year peak flow rate for all the impervious areas to be constructed
{including the building).
4. The StormFilter shall be sized per the manufacturer to comply with all the
criteria iiSted in· section ~.5.5 of the 20Q9 KCS'vVDrv1 as arnended by the City cf
Renton.
5. Further analysis and design calculations for the StormFilter® system shall be
included in the TIR for final approval.
6. Facility inspection, maintenance, and reporting are required by the City of.
Renton Surface Water Utility for the Property Owner maintained Storm Filter® in
perpetuity. The facility inspection, maintenance and reporting is required per
the Ecology National Pollutant Discharge Elimination System Phase II Municipal
Stormwater Permit {Section S5.C.4.c.iii). Facility owners are responsible for
ensuring that stormwater facilities are properly maintained and functioning as
designed and permitted. The Storm Filter® facility shall be. inspected every six
months by the supplier during the first year of operation as offered with the
purchase of the Storm Filter® systems. Inspections will be used to determine the
site-specific maintenance schedules and requirements. Maintenance procedures ·
should follow those given in the most recent version of the StormFilter®
Operation and Maintenance Manual. During the first year of operation of the
facility, written records of the inspections and maintenance shall be submitted
to the City of Renton Surface Water Utility Private Stormwater Inspection
Program.
7. Following the first year of operation, the facility owner{s) shall annually have the
StormFilter"' inspected and maintained per the procedures in the most recent
version of the StormFilter® Operation and Maintenance Manual. Written
records of the inspection and maintenance shall be submitted to the City of
Renton Surface Water Utility, to the attention of Surface Water Utility Private
Stormwater Facility Inspection Program. If more frequent inspection and
maintenance of the Storm Filter® is required by the manufacturer or is needed to
Mr. Chris Pressey
Page3of3
December 22, 2015
ensure performance of the facility, then the additional inspection and
maintenance reports completed within the year shall be provided with the
annual report.
8. Written records of the inspection and maintenance shall be submitted to the City
of Renton Surface Water Utility, to the attention of Surface. Water Utility Private
Stormwater Facility Inspection Program. Inspection reports will be used to
determine future site-specific maintenance schedules and requirements.
9. The applicant will need to submit a Drainage Facility Covenant all lots within the
ZK Short Plat for inspection and maintenance of. the private StormFilter®
treatment facility that will be privately maintained. The Drainage Facility
Covenant can be found in Reference J of the City of Renton Amendments to the
2009 King County Surface Water Design Manual. A site plan showing the
location of the treatment facility must be included as Exhibit A with the
declaration of covenant.
10. A letter signed by the Homeowner's Association or property owner(s) agreeing
to the required inspection and maintenance schedule is required as a condition
of granting this adjustment. The letter is to make the property owner(s) aware
of the possible increase in the cost of maintenance, inspection, and replacement
of cartridges that may result from placing the filtration system without
presetting. The letter shall be submitted to the City prior to construction permit·
approval.
11. The approval of this adjustment does not relieve the applicant from other city,
state, or federal requirements.
If you have any questions about this adjustment, please contact Ron Straka, Surface
Water Utility Engineering Manager, at (425) 430-7248.
''"""~J(
Development Engineering Manager
cc: Lys Hornsby, P.E., Utility Systems Director
Mike Stenhouse, Maintenance Services Director
Rohini Nair, Plan Reviewer
Rlll'a2le Iimrnons Pbooes
Hebe Bernardo, Surface Water Utility Engineer
Ron Straka, P ..
Surface Water Utility Engineering Manager
\ \RvFPS-02\Depts\PW\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-3129 Renton
Stormwater Manual\ADJUSTMENTS\2015\2015-3 ZK Short PPlat -StormFilter no presettling.doc
Denis Law
Mayor
October 8, 2015
Chris and Beverly Pressey
PO Box40173
Bellevue, WA 98015
SUBJECT: ZK Short Plat
.,_ ___
----· • City of t _
L.~]l~
Community & Economic Development Department
C.E. "Chip"Vincent, Administrator
LUA13-001564, SHPL-A, MOD
Dear Chris and Beverly Pressey:
This office has reviewed your request (dated September 25, 2015} to extend an
approved short plat (File No. LUA13"001564) that will expire on April 3, 2016.
Pursuant to RMC 4-7-070M, the municipal code allows the original approving body to
issue a single one (1) year extension. Therefore, your short plat extension request is
approved. The short plat will expire on April 3, 2017.
You should be aware this office is empowered to issue only one such extension. If the
final short plat approval is not completed by April 3, 2017 it will expire and cannot be
extended again.
Please feel free to contact me at (425) 430-6593 should you have any further questions
or comments regarding this extension.
Sincerely,
Kris Sorensen
Associate Planner
cc: C.E. "Chip" Vincent, CED Administrator
Jennifer Henning, Planning Director
Rohini Nair, Plan Review
City of Renton file LUA13-001564
Jeff and Stephanie Schaewe/ Party(ies) of Record
Tom Foster/ Contact
Renton City Hall • 1055 South Grady Way ; Renton, Washington 98057 • rentonwa.gov
Denis Law
Mayor
January 13, 2015
TO WHOM IT MAY CONCERN:
Department of Community and Economic Development
C.E."Chip"Vlncent,Administrator
Subject: New Plats and Short Plats in the City of Renton
Please see attached new plats, short plats and multi-building developments that have
recently been addressed. Some of these have been recorded and I am supplying a list
on new parcel numbers with the new addresses. If the plat is not recorded (NR), I am
only giving you the plat map with the new potential addresses written on it.
Please add these addresses to your City directories and maps.
2001 Union Short Plat (NR)
NE i" North Short Plat
NE 7'11 East Short Plat
NE 7'11 West Short Plat
Avana Trails AKA Fieldbrook Commons
Cascade Greens Short Plat (NR)
La Rosa Meadows Plat (NR)
Limelight Short Plat (NR)
Maplewood Park East (NR)
Merlino Short Plat (NR)
Renton 7 Short Plat (NR)
Shattuck West Short Plat
Stevens Point Short Plat (NR)
Whitman Court Townhomes (NR)
Sincerely, ,...,
Jan Conklin
Energy Plans Examiner
Development Services Division
Telephone: 425-430-7276
#1:platadd
3307&Lord Short Plat (NR)
NE 7
11
North Phase 2 (NR)
Ne 7' Middle Short Plat
NE 24111 3 lot Short Plat (NR)
Carpenter Short Plat (NR)
Kline Stromberg Short Plat (NR)
Lim Short Plat (NR)
Lund Lotline Adjustment
May Creek Court Short Plat (NR)
Piper's Bluff Plat (NR)
Rylee's Place Plat (NR)
Sheldon Short Plat (NR)
Woodebridge Lane Plat (NR)
ZK Short Plat (NR)
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov
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CITY OF RENTOl\
DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT
MEMORANDUM
Date: April 17, 2014
To: City Clerk's Office
From: Lisa Marie Mcelrea
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office
Project Name: ZK Short Plat
LUA (file) Number: LUA-13-001564
Cross-References:
AKA's:
Project Manager: Elizabeth Higgins
Acceptance Date: November 14, 2013
Applicant: Chris & Beverly Pressey
Owner: Chris & Beverly Pressey
Contact: Chris & Beverly Pressey
PIO Number: 801110002509
ERC Determination: Date:
Anneal Period Ends:
Administrative Decision: Approved with Conditions Date: April 3, 2014
Anneal Period Ends: Aoril 17. 2014
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision: Date:
Anneal Period Ends:
Date Appealed to Council:
By Whom:
Council Decision: Date:
Mylar Recording Number:
Project Description: A land use master application has been submitted requesting approval of a
4-lot short plat subdivision. The 28,661 square foot property is within an area designated
Residential Single-family {RSF) in the Comprehensive Land Use Plan. The policies of the RSF are
implemented by Residential 8 zoning, which allows residential density of up to 8 dwelling units per
net acre.
Location: 3402 NE 7th St
Comments:
ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of
Non-Significance-Mitigated; OS -Determination of Significance.
PLAN REVIEW COMMENl .UA13-001564)
PLAN ADDRESS: NE 3402 7TH ST
RENTON, WA 98056-3847
APPLICATION DATE: 11/12/2013
DESCRIPTION: A land use master application has been submitted requesting approval of a 4-lot short plat subdivision. The 28,661 square foot property is
within an area designated Residential Single-family (RSF) in the Comprehensive Land Use Plan. The policies of the RSF are implemented
by Residential 8 zoning, which allows residential of to 8 dwelling units per net acre.
Engineering Review Rohini Nair Ph: 425-430-7298 email: rnair@rentonwa.gov
Engineering Plan Review Comments Created On: 12/19/2013
April 17, 2014
Provide the drainage report that is done based on the 2009 City Amendments and the 2009 King County Surface Water Drainage
Manual (KCSWDM). The submitted drainage report mentions that it was done based on 1990 KCSWDM -which is not the
acceptable.
Also, provide a cross section of NE 7th Street.
Recommendations: I have completed a preliminary review for the above-referenced 4 lot short plat proposal at 3402 NE 7th
Street. The following comments are based on the application submittal made to the City of Renton by the applicant.
EXISTING CONDITIONS
WATER: The site is located in the City of Renton water service area.
SEWER: The site is located in the city of Renton sewer service area.
STORM: There is no existing storm pipe along the frontage on NE 7th Street. Storm pipe exists in front of the adjacent east
property.
STREETS: NE 7th Street is a residential street.
CODE REQUIREMENTS
Water
1. There is an existing 8 inch diameter water main along the frontage on NE 7th Street.
2. The project proposes the extension of 8-inch water main within the proposed private road from the existing 8-inch water
main in NE 7th Street to the proposed new hydrant. The project proposes the addition of a new 4 inch water main from the
proposed hydrant to the south property line of proposed Lot 4. Fire hydrant requirements shall be as per fire department
requirements.
3. 1 inch size domestic water meters are to be installed to each lot. The existing o/. inch water meter may be used to serve
Lot 1.
4. Civil plans for the water main extension will be required and must be prepared by a registered professional engineer in the
State of Washington.
5. Subject to water system development charges, meters installation fees and related permit fees. The 2014 rate for 1 inch
water service is $2,809.00.
Sanitary Sewer
1. Sewer service is provided by the City of Renton. There is an existing 8-inch sewer main in NE 7th Street frontage.
2. The project proposes the extension of 8 inch diameter sewer main within the private road from the existing sewer main on
NE 7th Street to the south property line of proposed Lot 4. Manhole is required to be provided at the end of the proposed sewer
main in the private road.
3. Individual side sewer will be provided to serve each lot. Side sewers shall be a minimum 2% slope.
4. System development fee (SDC) for sewer is based on the size of the new domestic water to serve each lot. Sewer SOC
fee (2014 rates) for a :X-inch or 1-inch meter install is $2033.00. These fees are collected at the time a utility construction permit
is issued.
5. The East Renton Special Assessment District (SAD) fee is applicable on the project. The current rate of the SAD fee is
$316.18perlot.
Stormwater
1. The Surface Water System development fee (SOC) will be applicable on the single family lots. The current rate of the fee is
$1,228.00 per single family house. The rate that is applicable at the time of construction permit will be applicable and the fee is
payable prior to issuance of the construction permit.
2. A drainage report prepared by Offe Engineers, PLLC, has been submitted with the land use application. The drainage
report must be based on the 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage
Manual. Based on the City's flow control map, this site falls within the Peak Rate Flow Control Standard, Existing Site Conditions.
The drainage report mentions that the developed runoff from the project is less than 0.10 cfs from the existing runoff, and
thereby does not require a detention facility. The drainage report also mentions that the project does not add 5,000 square feet
of new impervious surface and therefore does not trigger water quality. The preliminary check for the total amount of new
Page 1 3
Technical Services
April 17, 2014
pollution generating ii ious area does indicate that just over 5,000 sq-ft a ·11 trigger the water quality requirement. Core
Requirement #8 will ap the project. Individual lot stormwater BMP's are ,sed for the project.
The drainage report su ed with the construction permit must include all the requirements and the special requirements.
Drainage plans and a final drainage report based on the City adopted 2009 Surface Water Design Manual Amendment and the
2009 King County Surface Water Drainage Manual is required to be submitted with the Utility Construction permit. All stormwater
requirements as per the 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage
Manual is required to be provided by the project.
3. Ageotech report prepared by PanGE Incorporated was submitted with the land use application. The Geotech report
includes that the soil ls not suitable for infiltration.
4. A Construction Stormwater General Permit from Department of Ecology is required if grading and clearing of the site
exceeds one acre. Since the project area is less than 1 acre, the permit from Department of Ecology is not required.
Transportation
1. NE 7th Street is a residential Street with existing right of way width of 60 feet, which exceeds the minimum right of way
width of 53 feet, is consistent with the right of way width of the NE 7th Street corridor, and meets standards. The frontage
improvements required on the frontage of this street will include a half street paved width of 16 feet with gutter, 0.5 feet wide
curb, 8 feet wide landscaped planter, and 5 feet wide sidewalk.
2. A private road with access and utility easement width of 26 feet is proposed as the access to this short plat. The private
road will have a paved width of 20 feet with a minimum thickness of 4 inches of asphalt over 6 inches of crushed rock. Parking
is not allowed on a street with paved width of 20 feet. 'No Parking" signs and marking will be required to be provided by the
developer. There is a minimum separation of 5 feet between a paved access and the property line. All four lots will gain access
through the private road.
3. The private road has been named as Newport CT NE. Private road name sign as per City of Renton Standards has to be
provided by the developer at the intersection of the private road with NE 7th Street.
4. A hammerhead is proposed as the turnaround in the dead end private road. A minimum 20 feet paved width with minimum
25 feet inner turning radius and 45 feet wide outer turning radius is required for the hammerhead. The hammerhead must meet
Fire Department requirements and requirements of Section H pf RMC 4-6-060.
5. Street lighting is not required from a residential short plat with 4 lots.
6. All electrical, phone, and cable services and lines serving the proposed development must be underground. The
construction of these franchise utilities must be inspected and approved by a City of Renton inspector prior to recording the plat.
7. Traffic Impact Fees -Transportation impact fee is applicable on single family houses based on the applicable fee at the time
of building permit application, and payment is due at the time of issuance of the building pennit. The current transportation impact
fee for single family house is $1,430.72. Credit will be applicable on the existing house that will be removed with this project.
General Comments
1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility
plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer.
2. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report,
permit application, an itemized cost of construction estimate, and application fee at the counter on the sixth floor.
3. The proposed wall for the access road must provide 2·feet separation from the back of curb and be at least 1-foot from the
east property line. No portions of the proposed rockery wall will be allowed to be in the adjacent private property. In addition,
drainage pipe must be daylighted away from the abutting east property.
Bob MacOnie Ph: 425-430-7369 email: bmaconie@rentonwa.gov
Recommendations: Note the City of Renton land use action number and land record number, LUA13-001564 and LND-20-0595,
respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for
the land use action number.
Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been
provided.
Provide sufficient information to determine how the plat boundary was established.
Include a statement of equipment and procedures used, per WAC32·130· 100.
Provide short plat and lot closure calculations.
Note what was found when visiting the existing monuments.
Indicate what has been, or is to be, set at the corners of the proposed lots.
Note discrepancies between bearings and distances of record and those measured or calculated, if any.
The lot addresses are on the attached document; note said addresses on the final short plat drawing.
Page 2 of 3
Fire Review -Building
Police Review
April 17, 2014
Do note encroachme any.
Do include a "LEG EN ck for the short plat drawing, detailing any symbols ad thereon.
Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a
direct influence on the subdivision.
Note all easements, covenants and agreements of record on the drawing.
Note any relevant researched resources on the short plat submittal.
Note the plat name and lot and tract numbers of the adjoining properties or note as "Un platted.".
Do not show building setback; setbacks are determined at the time that building permits are issued.
The City of Renton Administrator, PublicWorks Department, is the only city official who signs the final short plat. Provide an
appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing.
All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed.
Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other.
Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision,
they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to
be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced
on the final short plat drawing. Provide spaces for the recording numbers thereof.
Any new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need a
note defining the rights associated with the easement at issue. Since these new Mproposed" easements shown aren't •granted
and conveyedn until the benefited and/or burdened lots are conveyed to others add the following language on the face of the
short plat drawing:
DECLARATION OF COVENANT:
The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing
hereon covenant and agree to convey the beneficial interest in the new easement shown on this short plat to any and all future
purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat.
The preceding statement obligates the seller of the lots created to "expressly grant and convef the lots "together with and/or
subject to~ any new private easements delineated on the short plat in the conveying document.
The private ingress, egress and utility easements require a "New Private Easement for Ingress, Egress and Utilities Maintenance
Agreemenf statement on the drawing.
Corey Thomas Ph: 425-430-7024 email: cthomas@rentonwa.gov
Recommendations: Environmental Impact Comments:
1. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid prior to recording the plat.
Credit will be granted for the existing home to be removed.
Code Related Comments:
1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including
garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A
minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to
1,500 gpm. There is one existing fire hydrant that can be counted toward the requirements and it does have a storz fitting. It
appears there is adequate fire flow in this area.
2. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, with 25-feet inside
and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point
loading. Access is required within 150-feet of all points on the buildings. Approved apparatus turnarounds are required for
dead end roads exceeding 150-feet. Hammerhead turnarounds are allowed for dead end streets up to 300-feet long. Access
as proposed appears adequate.
Cyndie Parks Ph: 425-430-7521 email: cparks@rentonwa.gov
Recommendations: Estimated CFS Annually: +4
Minimal impact on police services.
Page 3 of 3
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
-Citvof
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ADMINISTRATIVE SHORT PLAT REPORT & DECISION
A. SUMMARY AND PURPOSE OF REQUEST
REPORT DATE: April 3, 2014
Project Name: ZK Short Plat
Project Number: LUAB-001564; SHPL-A
Project Manager: Elizabeth Higgins, Senior Planner
Owner/Applicant/Contact: Chris and Beverly Pressey; P.O. Box 40173; Bellevue WA 98015
Project Location:
Project Summary:
Site Area:
3402 NE 7'h St; Renton WA 98056
The applicant has proposed subdividing a 0.66 acre property, located in
the Highlands neighborhood of Renton, into 4 lots suitable for single-
family residential development. The proposed action, a short plat, is an
administrative process. The property is designated Residential Single-
Family in the City of Renton Comprehensive Land Use Plan and zoned
Residential 8 (R-8). The proposed development density is 8.12 dwelling
units per net acre.
28,635 sf (0.66 acre) Total Building Area GSF: N/A
Project Location Map
City of Renton Department of Com, ty & Economic Development
ZK SHORT PLAT
Ado rative Short Plat Report & Decision
WAH-001564; SHPL-A
Report of April 3, 2014
8-EXHIBITS:
Exhibit 1:
Exhibit 2:
Exhibit 3:
Exhibit 4:
Exhibit 5:
Exhibit 6:
Exhibit 7:
Exhibit 8:
Exhibit 9:
Exhibit 10:
Exhibit 11:
Administrative Short Plat Report and Decision
Vicinity Map
Zoning Map
Plat Plan/Topographic Plan
Tree & Landscape Plan
Preliminary Drainage Report
Storm Drainage Plan
Sewer & Water Plan
Property Services Comments
Assigned Addresses
Comment Letter from Jeff and Stephanie Schaewe
Page 2 of 17
C GENERAL INFORMATION:
1. Owner(s) of Record: Chris and Beverly Pressey; P.O. Box 40173;
Bellevue WA 98015
2. Zoning Designation:
3. Comprehensive Plan Land Use Designation:
4. Existing Site Use:
5. Neighborhood Characteristics:
Residential 8 (R-8)
Residential Single Family (RSF)
Residential
Residential
a.
b.
North:
East:
Single family residential use in R-8 zone
Single family residential use in R-8 zone
c. South:
d. West:
6. Access:
7. Site Area:
Single family residential use in R-8 zone and NE 7th St
Single family residential use in R-8 zone
NE 7th Street
28,635 sf (0.66 acre)
D. HISTORICAL/BACKGROUND:
Action
Comprehensive Plan
Zoning
Annexation
E. PUBLIC SERVICES:
1. Utilities
Land Use File No.
N/A
N/A
N/A
Ordinance No.
5100
5100
1475
a. Water: Water service would be provided by the City of Renton.
Short Plat Report_13-001564.doc564
Date
11/01/04
11/01/04
03/25/54
City of Renton Department of Community & Economic Development
ZK SHORT PIA T
Administrative Short Plat Report & Decision
LUA13-001564; SHPL-A
Report of April 3, 2014 Page 3 of 17
b. Sewer: Sewer service would be provided by the City of Renton.
c. Surface/Storm Water: There are no existing storm water control facilities at the site.
2. Streets: NE 7'h Street paved, residential street with a right-of-way width of 60 feet. There are
no curbs, gutters, or sidewalks at or near the project site.
3. Fire Protection: City of Renton Fire Department provides service.
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 Standards and Open Space
2. Chapter 4 Property Development Standards
a. Section 4-4-030: Development Guidelines and Regulations
b. Section 4-4-060: Grading, Excavation and Mining Regulations
3. Chapter 6 Streets and Utility Standards
a. Section 4-6-030: Drainage (Surface Water) Standards
b. Section 4-6-060: Street Standards
4. Chapter 7 Subdivision Regulations
a. Section 4-7-070: Detailed Procedures for Short Subdivisions
b. Section 4-7-120: Compatibility with Existing Land Use and Plan -General Requirements
and Minimum Standards
c. Section 4-7-150: Streets-General Requirements and Minimum Standards
d. Section 4-7-170: Residential Lots -General Requirements and Minimum Standards
S. Chapter 11 Definitions
G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN:
1. Land Use Element: Residential Single-Family (RSF) land use designation
2. Community Design Element: Established Residential Neighborhoods
H. DEPARTMENT ANALYSIS:
1. Project Description/Background
The proposed project is an infill subdivision of an 0.66 acre lot in the Highlands neighborhood
of Renton (Exhibit 2). The proposed project would, if approved, result in four new lots accessed
indirectly from NE 7th Street, a public street. A one-story, single-family residence, built in
1950, and a detached garage would be removed prior to construction of up to 4 detached,
single-family houses.
The area is designated Residential Single-Family (RSF) in the City of Renton Comprehensive
Land Use Plan. The objectives and policies of the RSF designation are implemented by the
Short Plat Report_13-001564.doc564
City of Renton Department of Community & Economic Development
ZK SHORT PLAT
Report of April 3, 2014
Administrative Short Plat Report & Decision
LUAlJ-001564; SHPL-A
Page 4 of 17
Residential 8 zoning (Exhibit 3). The proposed density for the development would be 8.12
dwelling units per net acre (du/a).
The site has very gradual slopes of between 4 and 7 percent (downward to the east). There is
residential landscaping on the site and 30 trees deemed to be "significant."
The Soil Conservation Service map for the area indicates underlying soils for this site to be
Alderwood series, which are not considered appropriate for infiltration drainage systems.
2. Environmental Review
Except when located on lands covered by water or sensitive areas, short plats are exempt from
SEPA Environmental Review pursuant to WAC 197-11-800(6)(a).
3. Compliance with ERC Conditions
N/A
4. Staff Review Comments
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 "Advisory Notes to the Applicant" at the end of this
report.
5. Comment from the Public
Comments were received from Jeff and Stephanie Schaewe (Exhibit 11).
6. Consistency with Short Plat Criteria
Approval of a plat is based upon several factors. The following short plat criteria have been
established to assist decision-makers in the review of the plat:
SHORT PLAT REVIEW CRITERIA: Approval of a plat is based upon several factors. The following
short plat criteria have been established to assist decision-makers in the review of the plat.
(,./ Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet
demonstrated)
1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site has the Comprehensive Land
Use designation of Residential Single Family (RSF). Land designated RSF is intended to be used for
high quality detached, single-family residential development organized into neighborhoods at
urban densities. It is intended that larger subdivisions, infill development, and rehabilitation of
existing housing be carefully designed to enhance and improve the quality of single family living
environments. The proposal is consistent with the following Comprehensive Plan Land Use and
Community Design Element policies, if all conditions of approval are met, unless noted otherwise:
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Policy LU-158. Net development densities should fall within a range of 4.0 to 8.0
~ dwelling units per acre in Residential Single Family Neighborhoods. The proposed
density would be 8.12 du/a. The proposed density is within the preferred range_
Objective CD-C. Promote reinvestment in and upgrade of existing residential
neighborhoods through redevelopment of small, underutilized parcels with infill
~ development, modification and alteration of older housing stock, and improvements to
streets and sidewalks to increase property values. Infill development will occur, as will
frontage improvements along NE 7h Street.
Policy CD-12. Sidewalks or walking paths should be provided along streets in established
neighborhoods, where sidewalks have not been previously constructed. Sidewalk width
should be ample to safely and comfortably accommodate pedestrian traffic and, where
~ practical, match existing sidewalks. The project proponent will construct a sidewalk
along the public street frontage. Sidewalks on either side of NE Th Street on this block
are being provided as new infill development occurs. Compliant because sidewalks will
be provided.
Policy CD-14. Infill development, defined as new short plats of nine or fewer lots, should
~ be encouraged in order to add variety, updated housing stock, and new vitality to
neighborhoods. New housing stock will be provided.
Policy CD-15. Infill development should be reflective of the existing character of
established neighborhoods even when designed using different architectural styles, and
/or responding to more urban setbacks, height or lot requirements. Infill development
Note should draw on elements of existing development such as placement of structures,
1
vegetation, and location of entries and walkways, to reflect the site planning and scale of
existing areas. Proposed lot sizes are generally smaller than existing lots, although
recent similar subdivision of land in the area created similar-sized lots. Detailed site
and architectural designs, which would be reviewed to determine compatibility with
the context of the site, are not yet available.
2. COMPLIANCE WITH THE UNDERLYING ZONING DESIGNATION: Objectives and policies of the
Comprehensive Land Use Plan RSF designation are implemented by Residential 8 zoning (R-8).
RMC 4-2-llOA provides development standards for development within the R-8 zoning
classification. The proposal is consistent with the following development standards if all
conditions of approval are met, unless noted otherwise:
Density: The minimum density allowed in the R-8 zone is 4 dwelling units per net acre
(du/ac). The maximum density permitted in the R-8 zone is 8.0 du/a. Net density is
calculated after the deduction of critical areas, areas intended for public rights-of-way,
and private access easements. Calculations for minimum or maximum density that
~ result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole
number. Those density calculations resulting in a fraction that is less than 0.50 shall be
rounded down to the nearest whole number.
The gross site area is 28,635 sf. A deduction of 7,185 sf for the private access easement
results in a net site area of 21,450 sf (0.49 ac). Therefore, the density for the proposed
project is B-12 du/ac.
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,/
,/
Note
3
Lot Dimensions:
Proposed Lots
Lot 1
Lot 2
Lot 3
Lot 4
Lot Size
5,000 SF minimum
6,910 sf
7,862 sf
7,851 sf
6,019 sf
Width Depth
50 feet minimum 65 feet minimum
73.1 ft 95.91 ft {average)
82.1 ft 95.8 ft {average)
82.1 ft 95.71 ft {average)
61.8 ft 95.64 ft {average)
Setbacks: The minimum front yard setback in the R-8 zone is 15 feet; minimum side yard
is 5 feet and, if along a public street, as with Lot 1, 15 feet for the primary structure; the
minimum rear yard is 20 feet. As shown on the site plan (Exhibit 4) all new houses
would meet the building setback requirements. If the existing structures were ta
remain, they would not meet the setback requirements from the new Jot lines,
therefore, staff recommends a condition of approval whereby the existing structures
are to be removed prior to the recording of the Final Plat.
Building Standards: The R-8 zone permits one single family residential structure per lot.
Accessory structures are permitted at a maximum number of two per lot with a
maximum size of 720 square feet each, or a maximum of one per lot with a maximum of
1,000 square feet. Accessory structures are permitted only when associated with a
primary structure located on the same parcel of land.
The maximum building height in the R-8 zone is 30 feet. Building height is based on the
measurement of the vertical distance from the grade plane to the average height of the
roof surface. The grade plane is the average of existing ground level adjoining the
building at exterior walls. Where the finished ground level slopes away from the exterior
walls, the reference plane shall be established by the lowest points within the area
between the building and the lot line, or where the lot line is more than 6 feet from the
building, between the building and a point 6 feet from the building.
The maximum building coverage in the R-8 zone, for lots larger than 5,000 sf, is 35
percent or 2,500 sf, whichever is greater.
The maximum impervious surface area is 75 percent.
Building elevations, which would be used to determine building height, have not been
submitted. They would be submitted for building permit review (compliance not yet
demonstrated).
Landscaping: Landscaping is required for all subdivisions, including short plats. A
detailed landscape plan must be approved prior to issuance of street or utility
construction permits. Landscape plans must meet requirements of RMC4-4-070,
Note including minimum size requirements, i.e. trees at 2-inch caliper and shrubs must be
3 minimum 2 gallon size.
A ten foot-wide landscaped area is required along all public street frontages, with the
exception of areas for required crosswalks and driveways. This landscaped area shall be
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on-site and shall include 1 street tree and ground cover at a minimum. Two trees are
required in the front yard of each lot if street trees are not provided. Landscaping must
be installed prior to occupancy. The landscape plan (Exhibit 5) indicates landscaping
would be installed at the street frontage. The landscape plan must meet minimum
standards. A landscape plan, showing front yard landscaping for all Jots, including
required trees, must be submitted prior to issuance of street or utility construction
permits. Landscaping, that meets minimum standards, must be installed prior to
occupancy.
Tree Retention: Existing trees shall be retained where feasible. RMC 4-4-130 requires 30
percent of trees to be retained. If the required number of trees cannot be retained, they
must be replaced according to RMC 4-4-130H. There are 30 significant trees (diameter
./ greater than 6 inches) on the site. Five existing trees will be removed from the utility
easement and access areas (not included in tree retention calculations) and 7 trees
would be retained (Exhibit 5). Three trees are required as replacements. Three new
trees are shown on the landscape plan.
./ Parking: Off-street parking for 2 vehicles per residential unit is required. There is
sufficient space to provide on-site parking as required on each lot.
3. 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 and
Community Design Elements 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 building permits. The proposal is consistent with
the following design standards, unless noted otherwise:
./ Lot Configuration: Lots should be configured to encourage variety within the
development. The layout of Lot 4 would provide required variation in lot configuration.
Garages: The minimization of the visual impact of garages contributes to creating
communities that are oriented to people and pedestrians, as opposed to automobiles.
One of the following is required (some options are not listed here due to lack of site
feasibility, i.e. garages accessed from alley):
1. Recessed from the front of the house and/or front porch at least 8 feet, or
2. Located so the roof extends at least 5 feet (excluding eaves) beyond the front of
Note the garage for at least the width of the garage, plus the porch/stoop area, or
3 3. Sized so that it represents no greater than 50 percent of the width of the front
fa~ade at ground level, or
4. Detached.
The portion of the garage wider than 26 feet across the front shall be set back at least 2
feet. Building plans, which would be used to determine visual impact of garages, have
not been submitted yet. They would be submitted for building permit review
(compliance not demonstrated).
Note Primary Entry: Entrances to houses shall be a focal point and allow space for social
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3
Note
3
Note
3
Note
3
Note
3
Note
3
interaction. One of the following is required:
1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or
2. Porch: minimum 5 feet deep and 12 inches above grade.
Exception: An ADA accessible route may be taken from a front driveway. Building
designs, which would be used to evaluate design of entronces, have not been
submitted yet. They would be submitted for building permit review (compliance not
demonstrated).
Fa~ade Modulation: Buildings shall not have monotonous facades along public areas.
One of the following is required:
1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on
fa~ades visible from the street, or
2. At least a 2-foot offset of second story from first story on one street-facing fa~ade.
Building designs, which would be used to evaluate design of fafades, have not been
submitted yet. They would be submitted for building permit review (compliance not
demonstrated).
Windows and Doors: Windows and front doors are an integral part of the architectural
character of a house. Windows and doors shall constitute 25 percent of all fa~ades
facing street frontage. Building designs, which would be used to evaluate design of
windows and doors, have not been submitted yet. They would be submitted for
building permit review (compliance not demonstroted).
Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and
character. Abutting houses shall have differing architectural elevations. Building
designs, which would be used to evaluate scale, bulk, and character of structures, have
not been submitted yet. They would be submitted for building permit review
(compliance not demonstrated).
Roofs: Roof forms and profiles are an important architectural component. One ofthe
following is required:
1. Hip or gabled roof with at least a 6: 12 pitch for the prominent form of the roof
(dormers, etc., may have lesser pitch, or
2. Shed roof.
Building designs, which would be used to evaluate roof forms, have not been
submitted yet. They would be submitted for building permit review (compliance not
demonstrated).
Eaves: Eaves and overhangs act as unifying elements in the architectural character of a
house. Both of the following are required:
1. Eaves projecting from the roof of the entire building at least 12 inches with
horizontal fascia or fascia gutter at least 5 inches deep on the face of all eaves, and
2. Rakes on gable ends must extend a minimum of 2 inches from the surface of
exterior siding materials.
Building designs, which would be used to evaluate design of eaves and overhangs,
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Note
3
Note
3
have not been submitted yet. They would be submitted for building permit review
(compliance not demonstrated).
Architectural Detailing: Architectural detailing contributes to the visual appeal of a
house and the community. 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 8 inches is
required between the first and second story. Also, one of the following is required:
1. Minimum 3-1/2 inch trim surrounds all windows and details all doors, or
2. A combination of shutters and minimum 3-1/2 inch trim details all windows and
minimum 3-1/2 inch details all doors.
Building designs, which would be used to evaluate architectural detailing, have not
been submitted yet. They would be submitted for building permit review (compliance
not demonstrated).
Materials and Color: A variety of materials and color contributes to the diversity of
housing in the community. Abutting houses shall be different colors. Color palettes for all
new dwellings, coded to the building elevations, shall be submitted for approval.
Additionally, one ofthe following is required:
1. A minimum of 2 colors shall be used on the building (a main color with different
trim color is acceptable), or
2. A minimum of 2 different siding materials shall be used on the building. One siding
material shall comprise a minimum 30 percent of the street-facing fa~ade. If
masonry siding is used, it shall wrap the corners no less than 24 inches.
Building designs, which would be used to evaluate material and color choices, have not
been submitted yet. They would be submitted for building permit review (compliance
not demonstrated).
4. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for
proposed subdivisions. The proposed project is consistent with the following subdivision
regulations if all conditions of approval are complied with:
Note
1
Access: Each lot must have access to a public street, private road, or by a private access
easement per the requirements of the street standards. The new lots would be
accessed from a residential access street within an easement. Staff recommends a
condition of approval stating that Lot l shall have vehicle access from the new
residential access street, Newport Court NE (Exhibit 10), and not from NE th Street.
This condition shall be recorded on the face of the Final Plat.
Streets: Installation of curb, gutter, 8' wide landscaped planter, and 5' wide sidewalk, on
the full frontage of the parcel along NE 7'h St is required. The 0.5-foot wide curb is
outside the 8-foot wide planter. Additional right-of-way dedication is not required on NE
7'h Street. A 26-foot wide paved surface is required on a residential street such as NE 7'h
Street.
The proposed residential access street has an easement width of 26 feet and has a paved
width of 20 feet and minimum pavement thicknesses of 4" of asphalt over 6" of crushed
rock.
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A hammerhead turnaround is proposed for the residential access street. All four lots of
the short plat are proposed to gain access via the residential access street.
A road name and address sign will be required to be provided by the developer prior to
recording.
Parking will not be allowed on the 20-foot wide paved, residential access street and "No
Parking" signs are required to be installed by the developer.
All electrical, phone, and cable services and lines serving the proposed development
must be underground. The construction of these franchise utilities must be inspected
and approved by a City of Renton inspector prior to recording the plat.
A minimum of 5 feet separation is required between access and property lines.
Fixed objects that may be situated in the location of the proposed access must be
relocated, after obtaining owner approval.
[Informational comment -traffic safety guidelines mention a minimum of 20 feet
between driveways.]
N/A
Blocks: Blocks shall be deep enough to allow two tiers of lots. No new blocks would be
formed.
5. AVAILABILITY AND IMPACT ON PUBLIC SERVICES:
~ Police: The Renton Police Department has commented that the proposed project would
have probable minor impacts.
Fire: Sufficient resources exist to furnish services to the proposed development, subject
to the condition that the applicant provides Code required improvements and fees.
Fire department apparatus access roadways appear adequate. For sufficient access,
roadways are required to be a minimum of 20 feet wide, fully paved, with 25-foot inside
and 45-foot outside turning radii. Fire access roadways shall be constructed to support a
30-ton vehicle with 322-psi point loading.
The fire flow requirement for a single-family residence is minimum 1,000 gpm for
structures up to 3,600 sf (including attached garage and basement). If dwelling(s) exceed
~ 3,600 sf, a minimum of 1,500 gpm would be required.
A minimum one fire hydrant is required within 300 feet of the proposed buildings and
two hydrants if the fire flow requirement increases to 1,500 gpm. Existing fire hydrants
can be counted toward the requirements as long as they meet current code including 5-
inch "Storz" fittings, which they currently do not have. Fire Impact Fees shall be paid
prior to issuance of building permits. This fee is assessed per new single family lot at
the rate in place at the time the building permit is issued. As of the date of this report
the fee is $479.28 per new single family lot. The fee shall be payable to the City as
specified by the Renton Municipal Code prior to building permit issuance. Credit would
be given for one existing residence.
Schools: The Renton School District has verified that existing schools would have
~ capacity to accommodate the anticipated increased enrollment from the proposed
project. Students would attend Highlands Elementary School, Dimmitt Middle School,
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and Renton High School.
School impact fees shall be paid prior to issuance of building permits. This fee is
assessed per new single family lot at the rate in place at the time the building permit is
issued. As of the date of this report, the fee is $5,455 per dwelling and shall be paid
prior to building permit issuance. Credit would be given for one existing residence.
Highlands Elementary School is located on NE 7'h Street, west of the proposed short plat.
With the exception of a very short distance, between the project site and the next street
to the west (Monroe Ave NE), there are sidewalks between the site and the school.
Students would be transported by bus to Dimmitt Middle School and Renton High
School. Safe routes to schools are available.
Parks: Although there would be no significant impacts to the City of Renton Park System
anticipated from the proposed project, an impact fee is required of all new residential
development .
./ Park impact fees shall be paid prior to issuance of building permits. This fee is assessed
per new single family lot at the rate in place at the time the building permit is issued.
As of the date of this report, the fee is $963.01 per dwelling. Credit would be given for
one existing residence.
Stormwater: There is no stormwater control system in NE 7 TH St. A drainage report
(Exhibit 6) and a storm drainage plan (Exhibit 7) both prepared by Offe Engineers, PLLC,
were submitted for review. The drainage report is required to be based on the 2009
Surface Water Design Manual Amendment and the 2009 King County Surface Water
Drainage Manual. Based on the City's flow control map, the site falls within the Peak
Rate Flow Control Standard, Existing Site Conditions. The drainage report mentions that
the developed runoff from the project is less than 0.10 cfs from the existing runoff, and
thereby does not require a detention facility. The drainage report also mentions that the
project does not add 5,000 square feet of new impervious surface and therefore does
not trigger water quality. The preliminary check for the total amount of new pollution
generating impervious area does indicate that just over 5,000 sf area will trigger the
water quality requirement. Core Requirement #8 will apply to the project. Individual lot
./ stormwater BM P's are proposed for the project .
The drainage report submitted with the construction permit must include all the core
requirements and the special requirements. Drainage plans and a final drainage report
based on the City adopted 2009 Surface Water Design Manual Amendment and the 2009
King County Surface Water Drainage Manual are required to be submitted with the
Utility Construction permit. All stormwater requirements as per the 2009 Surface Water
Design Manual Amendment and the 2009 King County Surface Water Drainage Manual
are required to be provided by the project.
A geotechnical report prepared by PanGE Incorporated was submitted with the land use
application. The geotechnical report states that the soil is not suitable for infiltration.
Stormwater drainage plans for individual lots will be required prior to issuance of
construction permits. The Surface Water System Development fee, at the date of this
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report, is $1,228 per new lot. Fees are payable prior to issuance of the construction
permit. Credit will be given for the existing house.
Water Service: The project proposes the extension of an 8-inch water main within the
proposed private road from the existing 8-inch water main in NE 7'h Street to the
proposed new hydrant. (Exhibit 8) The project proposes the addition of a new 4-inch
water main from the proposed hydrant to the south property line of proposed Lot 4.
Fire hydrant requirements shall be as per fire department requirements.
One inch size domestic water meters are to be installed to each lot. The existing Y. inch
~ water meter may be used to serve Lot 1.
Civil engineering plans for the water main extension will be required and must be
prepared by a registered professional engineer in the State of Washington.
Separate water meters shall be provided to each lot. Credit may be given for the
existing house. The project is subject to Water System Development charges, meter
installation fees, and related permit fees. The 2014 rate for 1 inch water service is
$2,809.00.
Sanitary Sewer Service: Sewer service is provided by the City of Renton. There is an
existing 8-inch sewer main in NE 7'h Street. The project proposes the extension oft his
sewer main within the private road from the existing sewer main on NE 7'h Street to the
south property line of proposed Lot 4. (Exhibit 8) A manhole is required to be provided
at the end of the proposed sewer main in the private road.
Individual side sewers will be provided to serve each lot. Side sewers shall have a
minimum 2 percent slope.
~
The System Development fee (SD(} for sewer is based on the size of the new domestic
water to serve each lot. The Sewer SDC fee (2014 rates) for a Y.-inch or 1-inch meter
install is $2033.00. These fees are collected at the time a utility construction permit is
issued.
The East Renton Special Assessment District (SAD) fee is applicable on the project. The
current rate of the SAD fee is $316.18 per lot.
Sanitary sewer stubs shall be provided to each new lot. Credit may be given for the
existing home if previously connected to sewer. Fees are payable prior to issuance of
the construction permit.
Transportation: Impacts to the city transportation system are expected, due to
increased vehicle trips to and from the proposed project. The Transportation Impact fee
~ would be calculated and assessed at the rate in effect when the building permits are
issued. As of the date of this report, the fee is $1,430.72 per dwelling and shall be paid
prior to building permit issuance. Credit would be given for one existing residence.
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I. FINDINGS:
Having reviewed the written record in the matter, the City now enters the following:
1. Request: The project proponent has requested approval of a short plat subdivision of a 28,635
sf (0.66 acre} property in the Highlands into 4 lots suitable for development with single-family
residential structures. The project would have a density of 8.12 du/a.
2. Application: The property, located at 3402 NE ih St, is owned by Chris and Beverly Pressey.
The application was submitted and determined complete. The review period for the
application, however, exceeded the 120 day period allotted such review by 19 days.
3. Comprehensive Plan: The property has a Comprehensive Plan land use designation of
Residential Single-Family (RSF}. The proposed project furthers the objectives and policies of the
RSF section ofthe Land Use Element of the Comprehensive Plan. The objectives and policies of
the Community Design Element are also supported by the project as it has been proposed.
4. Zoning: Objectives and policies of the RSF designation are implemented by standards and
regulations of the Residential 8 zone. The project, as proposed, meets or exceeds the R-8 zone
standards and regulations.
5. Subdivision Regulations: The short plat, as proposed, would meet the requirements of RMC 4-
7 Subdivision Regulations.
6. Existing Land Uses: The site has a single-family residential structure and detached garage,
constructed in 1950, that would be demolished.
7. Setbacks: Minimum setback requirements would be met.
8. System Development Charges: As of the date of this report the Surface Water System
Development Fee is $1,228 per new lot; the Water System Development Fee 1-inch water
meter install is $2,809; and the Sanitary Sewer System Development Fee for a Y.-inch or a 1-
inch water meter install is $2033 per new lot.
9. The East Renton Special Assessment District (SAD} fee is applicable on the project. The current
SAD fee is $316.18 per lot.
10. Public Utilities: Impacts to public services are assessed on a per single-family dwelling basis at
the impact fee rate in place at the time the construction permit is issued. There are sufficient
services available to serve the proposed plat.
11. Safe Routes to Schools: A safe pedestrian route, with sidewalks, is available between the
project site and the elementary school, Highlands Elementary. Students attending Dimmitt
Middle School and Renton High School would be transported by bus.
J, CONCLUSIONS:
1. The subject site is designated Residential Single Family (RSF} in the Comprehensive Land Use
Plan and complies with the goals, objectives, and policies established with this designation.
2. The subject site is zoned Residential 8 (R-8) and complies with the zoning and development
standards established with this designation, provided the applicant complies with the Renton
Municipal Code, mitigation measures, and conditions of approval.
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3. The proposed 4-lot short plat complies with the subdivision regulations as established by City
Code and state law provided all advisory notes and conditions are complied with.
4. The proposed ZK 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.
K. DECISION:
The ZK Short Plat, File No. LUA13-001S64; SHPL-A, is APPROVED, subject to meeting the following
conditions:
1. The existing house and detached garage shall be removed from the site prior to recording
the Final Plat.
2. It shall be recorded on the Final Plat that Lot 1 shall have vehicle access from Newport
Court NE.
DECISION ON LAND USE ACTION:
SIGNATURE:
'!~.~-ff-'
TRANSMITTED this 3'd day of April, 2014 to the Contact/Applicant/Owner{s):
Owner/Applicant/Contact:
Chris & Beverly Pressey
P.O. Box 40173
Bellevue WA 98015
TRANSMITTED this 3'd day of April, 2014, to the Parties of Record:
Jeff and Stephanie Schoewe
3401 NE 8" St
Renton WA 98058
TRANSMITTED this 3'd day of April, 2014, to the following:
Neil Watts, Development Services Director
Jan Conklin, Development Services
Jennifer Henning, Planning Director
Vanessa Dolbee, Planning Manager
Fire Marshal
1/s/;r
Date
L. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION:
The administrative land use decision will become final ifthe decision is not appealed within 14 days of
the decision date.
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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 April 17, 2014. An appeal of the decision(s) must be filed
within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Renton Municipal Code
Section 4-8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together
with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA
98057. Additional information regarding the appeal process may be obtained from the City Clerk's
Office, Renton City Hall -7th Floor, (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 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 OF 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.
ADVISORY NOTES TO APPLICANT
The following notes are supplemental information provided in conjunction with the administrative land use
action. Because these notes ore provided os information only, they ore not subject to the appeal process for the
land use actions.
Planning
1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless
otherwise approved by the Development Services Division.
2. Commercial, multi-family, new single-family and other nonresidential construction activities shall be
restricted to the hours between 7 am and 8 pm, Monday through Friday. Work on Saturdays shall be
restricted to the hours between 9 am and 8 pm. No work shall be permitted on Sundays.
3. Within 30 days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground
cover over any portion of the site that is graded or cleared of vegetation and where no further construction
work will occur within 90 days. Alternative measures such as mulch, sodding, or plastic covering as specified
in the current King County Surface Water Management Design Manual as adopted by the City of Renton
may be proposed between the dates of November 1" and March 31" of each year. The Development
Services Division's approval of this work is required prior to final inspection and approval of the permit.
4. The applicant may not fill, excavate, stack, or store any equipment, dispose of any materials, supplies, or
fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area
defined by the drip line of any tree to be retained.
5. The applicant shall erect and maintain 6-foot high chain link, temporary construction fencing around the
drip lines of all trees to be retained, or along the perimeter of a stand of retained trees. Placards shall be
Short Plat Report_13-001564.doc564
City of Renton Department of Com
ZKSHORTPLAT
·ty & Economic Development Adr trative Short Plat Report & Decision
LUAl3·001564; SHPL·A
Report of April 3, 2014 Page 16 of 17
placed on fencing every 50 feet with the words, "NO TRESPASSING -Protected Trees" or on each side of
the fencing, if less than 50 feet. Site access to individually protected trees or groups of trees shall be fenced
and signed. Individual trees shall be fenced on 4 sides. In addition, the applicant shall provide supervision
whenever equipment or trucks are moving near trees.
Utilities
1. Plans must meet minimum city standards subject to review at construction permit stage.
2. All lots of the short plat are to be connected to the City of Renton sanitary sewer.
3. Individual side sewers will be provided to serve each lot of the proposed development.
Transportation
1. .Transportation mitigation fees will be assessed at the rate in place when building permits are issued.
Streets
1. Road name and address signs will be required to be provided by the developer prior to recording.
2. Parking will not be allowed on the 20-foot wide, paved private road and "No Parking" signs are required to
be installed by the developer.
3. All electrical, phone, and cable services and lines serving the proposed development must be underground.
The construction of these franchise utilities must be inspected and approved by a City of Renton inspector
prior to recording the plat.
4. Fixed objects that are currently situated in the location of the proposed access must be relocated, after
obtaining owner approval.
5. Street lighting is not required for this 4-lot short plat.
Schools
1. School mitigation fees will be assessed per single-family residence at the rate in place when building
permits are issued.
Fire Prevention
1. Fire mitigation fees will be assessed per single-family residence at the rate in place when building permits
are issued.
2. Fire Department apparatus access roadways are required to be a minimum of 20 feet wide, fully paved,
with 25-foot inside and 45-foot outside turning radii.
3. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is
required within 150 feet of all points on the buildings.
General Plan Review
1. All construction utility permits for drainage and street improvements will require separate plan submittals.
All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil
Engineer.
2. When the utility plans are complete, 3 copies of the drawings, 2 copies of the drainage report, the permit
application, an itemized cost of construction estimate, and the application fee shall be submitted at the
counter on the sixth floor of Renton City Hall.
3. All subdivisions shall provide water, sewer, and storm stubs to each new lot prior to recording of the plat.
4. Separate permit and fees will be required for the water meter installation, side sewer connection, and
storm water connection.
5. The proposed wall for the access road must provide 2 feet of separation from the back of the curb and be
at least 1 foot from the east property line. No portion of the proposed rockery wall will be allowed to be on
the adjacent property.
Short Plat Report_13-001564.dac564
City of Renton Department of Com
ZK SHORT PLAT
Report of April 3, 2014
ity & Economic Development Ad. trative Short Plat Report & Decision
LUA13-001564; SHPL·A
Page 17 of 17
6. Drainage pipe must be day-lighted away from the abutting property to the east.
Property Services -See Exhibit 9
Short Plat Report_13-001564.doc564
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ZK Short Plat
LUA13-001564, SHPL-A
3402 NE ih Street
Renton, Washington 98056
K.C parcel #801110-0025
Preliminary Drainage Report
February 4, 2014
Prepared for:
Chris Pressey
P.O. Box 40173
Bellevue, Washington 98015
(206) 769-7662
Email:
Prepared by:
Offe Engineers, PLLC
Darrell Offe, P. E.
13932 SE 159th Place
Renton, Washington 98058-7832
(425) 260-3412 office
Email:
EXHIBIT 6
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EXHIBIT 8
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
DATE:
TO:
FROM:
SUBJECT:
M E M O R A N D U M
December 2, 2013
Elizabeth Higgins
Bob Mac Onie
ZK Short Plat, LUA13-001564
Form and Legal Description Format
I have reviewed the above referenced preliminary short plat submittal and have the
following comments:
Information needed for final short plat approval includes the following:
Note the City of Renton land use action number and land record number, LUAB-001564
and LND-20-0595, respectively, on the final short plat submittal. The type size used for
the land record number should be smaller than that used for the land use action
number.
Show two ties to the City of Renton Survey Control Network. The geometry will be
checked by the city when the ties have been provided.
Provide sufficient information to determine how the plat boundary was established.
Include a statement of equipment and procedures used, per WAC32-130-100.
Provide short plat and lot closure calculations.
Note what was found when visiting the existing monuments.
Indicate what has been, or is to be, set at the corners ofthe proposed lots.
Note discrepancies between bearings and distances of record and those measured or
calculated, if any.
The lot addresses are on the attached document; note said addresses on the final short
plat drawing.
h:lfile sysllnd -land subdivision & surveying records\lnd-20 -short plats\0595(zk)\rv13 EXHIBIT -g
ZK Short Plat
Page 2 of3
J 2/02/2013
Do note encroachments, if any.
Do include a "LEGEND" block for the short plat drawing, detailing any symbols used
thereon.
Do not include topography and utility infrastructure as they are only part of the initial
submittal requirements unless they have a direct influence on the subdivision.
Note ill! easements, covenants and agreements of record on the drawing.
Note any relevant researched resources on the short plat submittal.
Note the plat name and lot and tract numbers of the adjoining properties or note as
"Unplatted.".
Do not show building setback; setbacks are determined at the time that building
permits are issued.
The City of Renton Administrator, PublicWorks Department, is the only city official who
signs the final short plat. Provide an appropriate approval block and signature line.
Pertinent King County approval blocks also need to be noted on the drawing.
All vested owner(s) of the subject final short plat need to sign the final short plat
drawing. Include notary blocks as needed.
Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not
"CERTIFICATION" or other.
Note that if there are easements, restrictive covenants or agreements to others (City of
Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final
short plat. The final short plat drawing and the associated document(s) are to be given
to the Project Manager as a package. The recording number(s) for the associated
document(s) are to be referenced on the final short plat drawing. Provide spaces for the
recording numbers thereof.
Any new easements for ingress, egress, utilities, etc. shown for the benefit of future
owners of the proposed lots each need a note defining the rights associated with the
easement at issue. Since these new "proposed" easements shown aren't "granted and
conveyed" until the benefited and/or burdened lots are conveyed to others add the
following language on the face ofthe short plat drawing:
DEC/ARA TION OF COVENANT:
h:\file sys\lnd -land subdivision & surveying records\lnd-20 -short plats\0595(zk)\rv131202.doc
ZK Short Plat
Page3of3
12/02/2013
The owners of the land embraced within this short plot, in return for the
benefit to accrue from this subdivision, by signing hereon covenant and agree
to convey the beneficial interest in the new easement shown on this short
plot to any and all future purchasers of the lots, or of any subdivisions
thereof. This covenant shall run with the land as shown on this short plat.
The preceding statement obligates the seller of the lots created to "expressly grant and
convey" the lots "together with and/or subject to" any new private easements
delineated on the short plat in the conveying document.
The private ingress, egress and utility easements require a "New Private Easement
for Ingress, Egress and Utilities Maintenance Agreement" statement on the
drawing.
h:\file sysllnd -land subdivision & surveying records\lnd-20-short plats\0595(zk)lrvl31202.doc
.!Vld-.ll::IOHS-)12 EXHIBIT 10
From Jeff and Stephanie Schaewe
Owner of property
3401 NE 8th st
Renton, WA, 98058
Mailing address 16537 12l''AVE SE
Renton, WA. 98058
(0i:IS', '1:>0-~'IOi{
Project ZK short Plat/ LUA13-001564,SHPL-A
I would like to be made a party of record to receive further information on this proposed
project. In doing so I have a few Request In regards to this project if residential homes are
going to be built.
1) Before, during and three months after the completion of this Project I would like to
see that rodent control is in place during these time frames. Due to the nature of the wooded
area when construction is started the rodents that live in the area will trying find a new home I
do not want that to be on my property.
2) Maintain the privacy of my backyard by installing trees or tall shrubbery on the near
the property line in my backyard.
3) Maintain the integrity of my wood fence in backyard.
Jeff and Stephanie Schaewe
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EXHIBIT 11
DEPARTMENT OF COMI\ ~ IITY
AND ECONOMIC DEVELOPMENT
ADMINISTRATIVE SHORT PLAT REPORT & DECISION
A. SUMMARY AND PURPOSE OF REQUEST
REPORT DA TE: April 3, 2014
Project Name: ZK Short Plat
Project Number: LUAB-001564; SHPL-A
Project Manager: Elizabeth Higgins, Senior Planner
Owner/Applicant/Contact: Chris and Beverly Pressey; P.O. Box 40173; Bellevue WA 98015
Project Location:
Project Summary:
Site Area:
3402 NE 7'h St; Renton WA 98056
The applicant has proposed subdividing a 0.66 acre property, located in
the Highlands neighborhood of Renton, into 4 lots suitable for single-
family residential development. The proposed action, a short plat, is an
administrative process. The property is designated Residential Single-
Family in the City of Renton Comprehensive Land Use Plan and zoned
Residential 8 (R-8). The proposed development density is 8.12 dwelling
units per net acre.
28,635 sf (0.66 acre) Total Building Area GSF: N/A
Project Location Map
City of Renton Department of Comm"nity & Economic Development
ZK SHORT PIA T
Administrative Short Plat Report & Decision
LUA13-00lS64; SHPL-A
Report of April 3, 2014
8. EXHIBITS:
Exhibit 1:
Exhibit 2:
Exhibit 3:
Exhibit 4:
Exhibit 5:
Exhibit 6:
Exhibit 7:
Exhibit 8:
Exhibit 9:
Exhibit 10:
Exhibit 11:
Administrative Short Plat Report and Decision
Vicinity Map
Zoning Map
Plat Plan/Topographic Plan
Tree & Landscape Plan
Preliminary Drainage Report
Storm Drainage Plan
Sewer & Water Plan
Property Services Comments
Assigned Addresses
Comment Letter from Jeff and Stephanie Schaewe
C. GENERAL INFORMATION:
Page 2 of 17
1-Owner(s) of Record: Chris and Beverly Pressey; P.O. Box 40173;
Bellevue WA 98015
2. Zoning Designation: Residential 8 (R-8)
3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF)
4. Existing Site Use: Residential
5. Neighborhood Characteristics: Residential
a. North:
b. East:
c. South:
d. West:
6. Access:
7. Site Area:
Single family residential use in R-8 zone
Single family residential use in R-8 zone
Single family residential use in R-8 zone and NE 7th St
Single family residential use in R-8 zone
NE 7th Street
28,635 sf (0.66 acre)
D. HISTORICAL/BACKGROUND:
Action
Comprehensive Plan
Zoning
Annexation
E. PUBLIC SERVICES:
1. Utilities
Land Use File No.
N/A
N/A
N/A
Ordinance No.
5100
5100
1475
a. Water: Water service would be provided by the City of Renton.
Short Plat Report_13-00l564.doc564
Date
11/01/04
11/01/04
03/25/54
City of Renton Department of Comr -y & Economic Development
ZK SHORT PLAT
Adn rative Short Plot Report & Decision
WA13-001564; SHPL-A
Report of April 3, 2014 Page 3 of 17
b. Sewer: Sewer service would be provided by the City of Renton.
c. Surface/Storm Water: There are no existing storm water control facilities at the site.
2. Streets: NE th Street paved, residential street with a right-of-way width of 60 feet. There are
no curbs, gutters, or sidewalks at or near the project site.
3. Fire Protection: City of Renton Fire Department provides service.
F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE:
L 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 Standards and Open Space
2. Chapter 4 Property Development Standards
a. Section 4-4-030: Development Guidelines and Regulations
b. Section 4-4-060: Grading, Excavation and Mining Regulations
3. Chapter 6 Streets and Utility Standards
a. Section 4-6-030: Drainage (Surface Water) Standards
b. Section 4-6-060: Street Standards
4. Chapter 7 Subdivision Regulations
a. Section 4-7-070: Detailed Procedures for Short Subdivisions
b. Section 4-7-120: Compatibility with Existing Land Use and Plan -General Requirements
and Minimum Standards
c. Section 4-7-150: Streets-General Requirements and Minimum Standards
d. Section 4-7-170: Residential Lots-General Requirements and Minimum Standards
5_ Chapter 11 Definitions
G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN:
1. Land Use Element:
2. Community Design Element:
H. DEPARTMENT ANALYSIS:
Residential Single-Family (RSF) land use designation
Established Residential Neighborhoods
1. Project Description/Background
The proposed project is an infill subdivision of an 0.66 acre lot in the Highlands neighborhood
of Renton (Exhibit 2). The proposed project would, if approved, result in four new lots accessed
indirectly from NE 7th Street, a public street. A one-story, single-family residence, built in
1950, and a detached garage would be removed prior to construction of up to 4 detached,
single-family houses.
The area is designated Residential Single-Family (RSF) in the City of Renton Comprehensive
Land Use Plan. The objectives and policies of the RSF designation are implemented by the
Short Plat Report_13-001564.doc564
City of Renton Deportment of Com
ZKSHORTPLAT
Report of April 3, 2014
ty & Economic Development Ad, trotive Short Plat Report & Decision
WA13-001564; SHPL-A
Page 4 of 17
Residential 8 zoning (Exhibit 3). The proposed density for the development would be 8.12
dwelling units per net acre (du/a).
The site has very gradual slopes of between 4 and 7 percent {downward to the east). There is
residential landscaping on the site and 30 trees deemed to be "significant."
The Soil Conservation Service map for the area indicates underlying soils for this site to be
Alderwood series, which are not considered appropriate for infiltration drainage systems.
2. Environmental Review
Except when located on lands covered by water or sensitive areas, short plats are exempt from
SEPA Environmental Review pursuant to WAC 197-11-800(6)(a).
3. Compliance with ERC Conditions
N/A
4. Staff Review Comments
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 "Advisory Notes to the Applicant" at the end of this
report.
5. Comment from the Public
Comments were received from Jeff and Stephanie Schaewe (Exhibit 11).
6. Consistency with Short Plat Criteria
Approval of a plat is based upon several factors. The following short plat criteria have been
established to assist decision-makers in the review of the plat:
SHORT PLAT REVIEW CRITERIA: Approval of a plat is based upon several factors. The following
short plat criteria have been established to assist decision-makers in the review of the plat.
(,t" Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet
demonstrated)
1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site has the Comprehensive Land
Use designation of Residential Single Family (RSF). Land designated RSF is intended to be used for
high quality detached, single-family residential development organized into neighborhoods at
urban densities. It is intended that larger subdivisions, infill development, and rehabilitation of
existing housing be carefully designed to enhance and improve the quality of single family living
environments. The proposal is consistent with the following Comprehensive Plan Land Use and
Community Design Element policies, if all conditions of approval are met, unless noted otherwise:
Short Plat Report_13-001564.doc564
City of Renton Department of Com,
ZK SHORT PLAT
ty & Economic Development Adr rative Short Plot Report & Decision
WA13-001564; SHPL-A
Report of April 3, 2014 Page 5 of 17
Policy LU-158. Net development densities should fall within a range of 4.0 to 8.0
./ dwelling units per acre in Residential Single Family Neighborhoods. The proposed
density would be 8.12 du/a. The proposed density is within the preferred range.
Objective CD-C. Promote reinvestment in and upgrade of existing residential
neighborhoods through redevelopment of small, underutilized parcels with infill
./ development, modification and alteration of older housing stock, and improvements to
streets and sidewalks to increase property values. Infill development will occur, as will
frontage improvements along NE r" Street.
Policy CD-12. Sidewalks or walking paths should be provided along streets in established
neighborhoods, where sidewalks have not been previously constructed. Sidewalk width
should be ample to safely and comfortably accommodate pedestrian traffic and, where
./ practical, match existing sidewalks. The project proponent will construct a sidewalk
along the public streetfrantage. Sidewalks on either side of NE r" Street on this block
are being provided as new infill development occurs. Compliant because sidewalks will
be provided.
Policy CD-14. Infill development, defined as new short plats of nine or fewer lots, should
./ be encouraged in order to add variety, updated housing stock, and new vitality to
neighborhoods. New housing stock will be provided.
Policy CD-15. Infill development should be reflective of the existing character of
established neighborhoods even when designed using different architectural styles, and
/or responding to more urban setbacks, height or lot requirements. Infill development
Note should draw on elements of existing development such as placement of structures,
1
vegetation, and location of entries and walkways, to reflect the site planning and scale of
existing areas. Proposed lot sizes are generally smaller than existing lots; although
recent similar subdivision of land in the area created similar-sized lots. Detailed site
and architectural designs, which would be reviewed to determine compatibility with
the context of the site, are not yet available.
2. COMPLIANCE WITH THE UNDERLYING ZONING DESIGNATION; Objectives and policies of the
Comprehensive Land Use Plan RSF designation are implemented by Residential 8 zoning (R-8).
RMC 4-2-llOA provides development standards for development within the R-8 zoning
classification. The proposal is consistent with the following development standards if all
conditions of approval are met, unless noted otherwise:
Density: The minimum density allowed in the R-8 zone is 4 dwelling units per net acre
(du/ac). The maximum density permitted in the R-8 zone is 8.0 du/a. Net density is
calculated after the deduction of critical areas, areas intended for public rights-of-way,
and private access easements. Calculations for minimum or maximum density that
./ result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole
number. Those density calculations resulting in a fraction that is less than 0.50 shall be
rounded down to the nearest whole number.
The gross site area is 28,635 sf. A deduction of 7,185 sf for the private access easement
results in a net site area of 21,4SO sf {0.49 ac). Therefore, the density for the proposed
project is 8.12 du/ac.
Short Plat Report_13-001564.doc564
City of Renton Department of Com
ZK SHORT PLAT
ty & Economic Development Adr trative Short Plat Report & Decision
LUA13-001564; SHPL-A
Report of April 3, 2014 Page 6 of 17
Note
3
Lot Dimensions:
Proposed Lots
Lot 1
Lot 2
Lot 3
Lot 4
Lot Size
5,000 SF minimum
6,910 sf
7,862 sf
7,851 sf
6,019 sf
Width Depth
50 feet minimum 65 feet minimum
73.1 ft 95.91 ft (average)
82.1 ft 95.8 ft (average)
82.1 ft 95.71 ft (average)
61.8 ft 95.64 ft (average)
Setbacks: The minimum front yard setback in the R-8 zone is .15 feet; minimum side yard
is 5 feet and, if along a public street, as with Lot 1, 15 feet for the primary structure; the
minimum rear yard is 20 feet. As shown on the site plan (Exhibit 4) all new houses
would meet the building setback requirements. If the existing structures were to
remain, they would not meet the setback requirements from the new lot lines,
therefore, staff recommends a condition of approval whereby the existing structures
are to be removed prior to the recording of the Final Plat-
Building Standards: The R-8 zone permits one single family residential structure per lot.
Accessory structures are permitted at a maximum number of two per lot with a
maximum size of 720 square feet each, or a maximum of one per lot with a maximum of
1,000 square feet. Accessory structures are permitted only when associated with a
primary structure located on the same parcel of land.
The maximum building height in the R-8 zone is 30 feet. Building height is based on the
measurement of the vertical distance from the grade plane to the average height of the
roof surface. The grade plane is the average of existing ground level adjoining the
building at exterior walls. Where the finished ground level slopes away from the exterior
walls, the reference plane shall be established by the lowest points within the area
between the building and the lot line, or where the lot line is more than 6 feet from the
building, between the building and a point 6 feet from the building.
The maximum building coverage in the R-8 zone, for lots larger than 5,000 sf, is 35
percent or 2,500 sf, whichever is greater.
The maximum impervious surface area is 75 percent.
Building elevations, which would be used to determine building height, have not been
submitted. They would be submitted for building permit review (compliance not yet
demonstrated).
Landscaping: Landscaping is required for all subdivisions, including short plats. A
detailed landscape plan must be approved prior to issuance of street or utility
construction permits. Landscape plans must meet requirements of RMC4-4-070,
Note including minimum size requirements, i.e. trees at 2-inch caliper and shrubs must be
3 minimum 2 gallon size.
A ten foot-wide landscaped area is required along all public street frontages, with the
exception of areas for required crosswalks and driveways. This landscaped area shall be
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on-site and shall include 1 street tree and ground cover at a minimum. Two trees are
required in the front yard of each lot if street trees are not provided. Landscaping must
be installed prior to occupancy. The landscape plan (Exhibit 5} indicates landscaping
would be installed at the street frontage. The landscape plan must meet minimum
standards. A landscape plan, showing front yard landscaping for all lots, including
required trees, must be submitted prior to issuance of street or utility construction
permits. Landscaping, that meets minimum standards, must be installed prior to
occupancy.
Tree Retention: Existing trees shall be retained where feasible. RMC 4-4-130 requires 30
percent of trees to be retained. If the required number of trees cannot be retained, they
must be replaced according to RMC 4-4-130H. There are 30 significant trees (diameter
,/ greater than 6 inches) on the site. Five existing trees will be removed from the utility
easement and access areas (not included in tree retention calculations) and 7 trees
would be retained (Exhibit 5). Three trees are required as replacements. Three new
trees are shown on the landscape plan.
,/ Parking: Off-street parking for 2 vehicles per residential unit is required. There is
sufficient space to provide on-site parking as required on each Jot.
3. 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 and
Community Design Elements 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 building permits. The proposal is consistent with
the following design standards, unless noted otherwise:
,/ Lot Configuration: Lots should be configured to encourage variety within the
development. The layout of Lot 4 would provide required variation in lot configuration.
Garages: The minimization of the visual impact of garages contributes to creating
communities that are oriented to people and pedestrians, as opposed to automobiles.
One of the following is required (some options are not listed here due to lack of site
feasibility, i.e. garages accessed from alley):
1. Recessed from the front of the house and/or front porch at least 8 feet, or
2. Located so the roof extends at least 5 feet (excluding eaves) beyond the front of
Note the garage for at least the width of the garage, plus the porch/stoop area, or
3 3. Sized so that it represents no greater than 50 percent of the width of the front
fa~ade at ground level, or ·
4. Detached.
The portion of the garage wider than 26 feet across the front shall be set back at least 2
feet. Building plans, which would be used to determine visual impact of garages, have
not been submitted yet. They would be submitted for building permit review
(compliance not demonstrated}.
Note Primary Entry: Entrances to houses shall be a focal point and allow space for social
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3
Note
3
Note
3
Note
3
interaction. One of the following is required:
1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or
2. Porch: minimum 5 feet deep and 12 inches above grade.
Exception: An ADA accessible route may be taken from a front driveway. Building
designs, which would be used to evaluate design of entrances, have not been
submitted yet. They would be submitted for building permit review (compliance not
demonstrated).
Fa~ade Modulation: Buildings shall not have monotonous facades along public areas.
One of the following is required:
1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on
fa~ades visible from the street, or
2. At least a 2-foot offset of second story from first story on one street-facing fa~ade.
Building designs, which would be used to evaluate design of far;ades, have not been
submitted yet. They would be submitted for building permit review (compliance not
demonstrated).
Windows and Doors: Windows and front doors are an integral part of the architectural
character of a house. Windows and doors shall constitute 25 percent of all fa~ades
facing street frontage. Building designs, which would be used to evaluate design of
windows and doors, have not been submitted yet. They would be submitted for
building permit review (compliance not demonstrated).
Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and
character. Abutting houses shall have differing architectural elevations. Building
designs, which would be used to evaluate scale, bulk, and character of structures, have
not been submitted yet. They would be submitted for building permit review
(compliance not demonstrated).
Roofs: Roof forms and profiles are an important architectural component. One of the
following is required:
1. Hip or gabled roof with at least a 6:12 pitch for the prominent form of the roof
Note (dormers, etc., may have lesser pitch, or
3 2. Shed roof.
Note
3
Building designs, which would be used to evaluate roof forms, have not been
submitted yet. They would be submitted for building permit review (compliance not
demonstrated}.
Eaves: Eaves and overhangs act as unifying elements in the architectural character of a
house. Both of the following are required:
1. Eaves projecting from the roof of the entire building at least 12 inches with
horizontal fascia or fascia gutter at least 5 inches deep on the face of all eaves, and
2. Rakes on gable ends must extend a minimum of 2 inches from the surface of
exterior siding materials.
Building designs, which would be used to evaluate design of eaves and overhangs,
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Note
3
have not been submitted yet. They would be submitted for building permit review
(compliance not demonstrated).
Architectural Detailing: Architectural detailing contributes to the visual appeal of a
house and the community. 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 8 inches is
required between the first and second story. Also, one of the following is required:
1. Minimum 3-1/2 inch trim surrounds all windows and details all doors, or
2. A combination of shutters and minimum 3-1/2 inch trim details all windows and
minimum 3-1/2 inch details all doors.
Building designs, which would be used to evaluate architectural detailing, have not
been submitted yet. They would be submitted for building permit review (compliance
not demonstrated).
Materials and Color: A-variety of materials and color contributes to the diversity of
housing in the community. Abutting houses shall be different colors. Color palettes for all
new dwellings, coded to the building elevations, shall be submitted for approval.
Additionally, one of the following is required: ·
1. A minimum of 2 colors shall be used on the building (a main color with different
Note trim color is acceptable), or
3 2. A minimum of 2 different siding materials shall be used on the building. One siding
. material shall comprise a minimum 30 percent of the street-facing fa~ade. If
masonry siding is used, it shall wrap the corners no less than 24 inches.
Building designs, which would be used to evaluate material and color choices, have not
been submitted yet. They would be submitted for building permit review (compliance
not demonstrated).
4. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for
proposed subdivisions. The proposed project is consistent with the following subdivision
regulations if all conditions of approval are complied with:
Note
1
Access: Each lot must have access to a public street, private road, or by a private access
easement per the requirements of the street standards. The new lots would be
accessed from a residential access street within an easement. Staff recommends o
condition of approval stating that Lot 1 shall have vehicle access from the new
residential access street, Newport Court NE (Exhibit 10}, and not from NE 7h Street.
This condition shall be recorded on the face of the Final Plat.
Streets: Installation of curb, gutter, 8' wide landscaped planter, and S' wide sidewalk, on
the full frontage of the parcel along NE 7'h St is required. The 0.5-foot wide curb is
outside the 8-foot wide planter. Additional right-of-way dedication is not required on NE
7th Street. A 26-foot wide paved surface is required on a residential street such as NE 7'h
Street.
The proposed residential access street has an easement width of 26 feet and has a paved
width of 20 feet and minimum pavement thicknesses of 4" of asphalt over 6" of crushed
rock.
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A hammerhead turnaround is proposed for the residential access street. All four lots of
the short plat are proposed to gain access via the residential access street. ·
A road name and address sign will be required to be provided by the developer prior to
recording.
Parking will not be allowed on the 20-foot wide paved, residential access street and "No
Parking" signs are required to be installed by the developer.
All electrical, phone, and cable services and lines serving the proposed development
must be underground. The construction of these franchise utilities must be inspected
and approved by a City of Renton inspector prior to recording the plat.
A minimum of 5 feet separation is required between access and property lines.
Fixed objects that may be situated in the location of the proposed access must be
relocated, after obtaining owner approval.
[Informational comment -traffic safety guidelines mention a minimum of 20 feet
between driveways.]
N/A
Blocks: Blocks shall be deep enough to allow two tiers of lots. No new blocks would be
formed.
5. AVAILABILITY AND IMPACT ON PUBLIC SERVICES:
,/ Police: The Renton Police Department has commented that the proposed project would
have probable minor impacts.
Fire: Sufficient resources exist to furnish services to the proposed development, subject
to the condition that the applicant provides Code required improvements and fees.
Fire department apparatus access roadways appear adequate. For sufficient access,
roadways are required to be a minimum of 20 feet wide, fully paved, with 25-foot inside
and 45-foot outside turning radii. Fire access roadways shall be constructed to support a
30-ton vehicle with 322-psi point loading.
The fire flow requirement for a single-family residence is minimum 1,000 gpm for
structures up to 3,600 sf (including attached garage and basement). If dwelling(s) exceed
,/ 3,600 sf, a minimum of 1,500 gpm would be required.
A minimum one fire hydrant is required within 300 feet of the proposed buildings and
two hydrants if the fire flow requirement increases to 1,500 gpm. Existing fire hydrants
can be counted toward the requirements as long as they meet current code including 5-
inch "Storz" fittings, which they currently do not have. Fire Impact Fees shall be paid
prior to issuance of building permits. This fee is assessed per new single family lot at
the rate in place at the time the building permit is issued. As of the date of this report
the fee is $479.28 per new single family lot. The fee shall be payable to the City as
specified by the Renton Municipal Code prior to building permit issuance. Credit would
be given for one existing residence.
Schools: The Renton School District has verified that existing schools would have
,/ capacity to accommodate the anticipated increased enrollment from the proposed
project. Students would attend Highlands Elementary School, Dimmitt Middle School,
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and Renton High Schoof.
Schoof impact fees shoff be paid prior to issuance of building permits. This fee is
assessed per new single family Jot at the rate in place ot the time the building permit is
issued. As of the date of this report, the fee is $5,455 per dwelling and shaff be paid
prior to building permit issuance. Credit would be given for one existing residence.
Highlands Elementary School is located on NE ?'h Street, west of the proposed short plat.
With the exception of a very short distance, between the project site and the next street
to the west (Monroe Ave NE), there are sidewalks between the site and the school.
Students would be transported by bus to Dimmitt Middle School and Renton High
School. Safe routes to schools are available.
Parks: Although there would be no significant impacts to the City of Renton Park System
anticipated from the proposed project, an impact fee is required of all new residential
development.
,/ · Park impact fees shall be paid prior to issuance of building permits. This fee is assessed
per new single family Jot at the rate in place at the time the building permit is issued.
As of the date of this report, the fee is $963.01 per dwelling. Credit would be given for
one existing residence.
Stormwater: There is no stormwater control system in NE 7 TH St. A drainage report
(Exhibit 6) and a storm drainage plan (Exhibit 7) both prepared by Offe Engineers, PLLC,
were submitted for review. The drainage report is required to be based on the 2009
Surface Water Design Manual Amendment and the 2009 King County Surface Water
Drainage Manual. Based on the City's flow control map, the site falls within the Peak
Rate Flow Control Standard, Existing Site Conditions. The drainage report mentions that
the developed runoff from the project is less than 0.10 cfs from the existing runoff, and
thereby does not require a detention facility. The drainage report also mentions that the
project does not add 5,000 square feet of new impervious surface and therefore does
not trigger water quality. The preliminary check for the total amount of new pollution
generating impervious area does indicate that just over 5,000 sf area will trigger the
water quality requirement. Core Requirement #8 will apply to the project. Individual lot
,I stormwater BM P's are proposed for the project.
The drainage report submitted with the construction permit must include all the core
requirements and the special requirements. Drainage plans and a final drainage report
based on the City adopted 2009 Surface Water Design Manual Amendment and the 2009
King County Surface Water Drainage Manual are required to be submitted with the
Utility Construction permit. All storm water requirements as per the 2009 Surface Water
Design Manual Amendment and the 2009 King County Surface Water Drainage Manual
are required to be provided by the project.
A geotechnical report prepared by PanGE Incorporated was submitted with the land use
application. The geotechnical report states that the soil is not suitable for infiltration.
Stormwater drainage plans for individual lots will be required prior to issuance of
construction permits. The Surface Water System Development fee, at the date of this
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report, is $1,228 per new Jot. Fees are payable prior to issuance of the construction
permit. Credit will be given for the existing house.
Water Service: The project proposes the extension of an 8-inch water main within the
proposed private road from the existing 8-inch water main in NE 7'h Street to the
proposed new hydrant. (Exhibit 8) The project proposes the addition of a new 4-inch
water main from the proposed hydrant to the south property line of proposed Lot 4.
Fire hydrant requirements shall be as per fire department requirements.
One inch size domestic water meters are to be installed to each lot. The existing% inch
~ water meter may be used to serve Lot 1.
Civil engineering plans for the water main extension will be required and must be
prepared by a registered professional engineer in the State of Washington.
Separate water meters shall be provided to each lot. Credit may be given for the
existing house. The project is subject to Water System Development charges, meter
installation fees, and related permit fees. The 2014 rate for 1 inch water service is
$2,809.00.
Sanitary Sewer Service: Sewer service is provided by the City of Renton. There is an
existing 8-inch sewer main in NE 7'h Street. The project proposes the extension of this
sewer main within the private road from the existing sewer main on NE 7'h Street to the
south property line of proposed Lot 4. (Exhibit 8) A manhole is required to be provided
at the end of the proposed sewer main in the private road.
Individual side sewers will be provided to serve each lot. Side sewers shall have a
minimum 2 percent slope.
~
The System Development fee (SDC) for sewer is based on the size of the new domestic
water to serve each lot. The Sewer SDC fee (2014 rates) for a %-inch or 1-inch meter
install is $2033.00. These fees are collected at the time a utility construction permit is
issued.
The East Renton Special Assessment District (SAD) fee is applicable on the project. The
current rate of the SAD fee is $316.18 per lot.
Sanitary sewer stubs shall be provided to each new lot. Credit may be given for the
existing home if previously connected to sewer. Fees are payable prior to issuance of
the construction permit.
Transportation: Impacts to the city transportation system are expected, due to
increased vehicle trips to and from the proposed project. The Transportation Impact fee
~ would be calculated and assessed at the rate in effect when the building permits are
issued. As of the date of this report, the fee is $1,430.72 per dwelling and shall be paid
prior to building permit issuance. Credit would be given for one existing residence.
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I. FINDINGS:
Having reviewed the written record in the matter, the City now enters the following:
1. Request: The project proponent has requested approval of a short plat subdivision of a 28,635
sf (0.66 acre) property in the Highlands into 4 lots suitable for development with single-family
residential structures. The project would have a density of 8.12 du/a.
2. Application: The property, located at 3402 NE 7'h St, is owned by Chris and Beverly Pressey.
The application was submitted and determined complete. The review period for the
application, however, exceeded the 120 day period allotted such review by 19 days.
3. Comprehensive Plan: The property has a Comprehensive Plan land use designation of
Residential Single-Family (RSF). The proposed project furthers the objectives and policies ofthe
RSF section of the Land Use Element of the Comprehensive Plan. The objectives and policies of
the Community Design Element are also supported by the project as it has been proposed.
4. Zoning: Objectives and policies of the RSF designation are implemented by standards and
regulations of the Residential 8 zone. The project, as proposed, meets or exceeds the R-8 zone
standards and regulations.
5. Subdivision Regulations: The short plat, as proposed, would meet the requirements of RMC 4-
7 Subdivision Regulations.
6. Existing Land Uses: The site has a single-family residential structure and detached garage,
constructed in 1950, that would be demolished.
7. Setbacks: Minimum setback requirements would be met.
8. System Development Charges: As of the date of this report the Surface Water System
Development Fee is $1,228 per new lot; the Water System Development Fee 1-inch water
meter install is $2,809; and the Sanitary Sewer System Development Fee for a %-inch or a 1-
inch water meter install is $2033 per new lot.
9. The East Renton Special Assessment District (SAD) fee is applicable on the project. The current
SAD fee is $316.18 per lot.
10. Public Utilities: Impacts to public services are assessed on a per single-fami.!y dwelling basis at
the impact fee rate in place at the time the construction permit is issued. There are sufficient
services available to serve the proposed plat.
11. Safe Routes to Schools: A safe pedestrian route, with sidewalks, is available between the
project site and the elementary school, Highlands Elementary. Students attending Dimmitt
Middle School and Renton High School would be transported by bus.
J. CONCLUSIONS:
1. The subject site is designated Residential Single Family (RSF) in the Comprehensive Land Use
Plan and complies with the goals, objectives, and policies established with this designation.
2. The subject site is zoned Residential 8 (R-8) and complies with the zoning and development
standards established with this designation, provided the applicant complies with the Renton
Municipal Code, mitigation measures, and conditions of approval.
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3. The proposed 4-lot short plat complies with the subdivision regulations as established by City
Code and state law provided all advisory notes and conditions are complied with.
4. The proposed ZK 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.
K. DECISION:
The ZK Short Plat, File No. LUAB-001564; SHPL-A, is APPROVED, subject to meeting the following
conditions:
1. The existing house and detached garage shall be removed from the site prior to recording
the Final Plat.
2. It shall be recorded on the Final Plat that Lot 1 shall have vehicle access from Newport
Court NE.
DECISION ON LAND USE ACTION:
SIGNATURE:
~~~ .. ;-
TRANSMITTED this 3'd day of April, 2014 to the Contact/Applicant/Owner(s/:
Owner/Applicant/Contact:
Chris & Beverly Pressey
P.O. Box40173
Bellevue WA 98015
TRANSMITTED this 3'd day of April, 2014, to the Parties of Record:
Jeff and Stephanie Schoewe
3401 NE s'h St
Renton WA 98058
TRANSMITTED this 3'' day of April, 2014, to the following:
Neil Watts, Development Services Director
Jon Conklin, Development Services
Jennifer Henning, Planning Director
Vanessa Dolbee, Planning Manager
Fire Marshal
Date
L. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION:
The administrative land use decision will become final if the decision is not appealed within 14 days of
the decision date.
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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 April 17, 2014. An appeal of the decision(s) must be filed
within the 14-day appeal period {RCW 43.21.C.075{3); WAC 197-11-680). Renton Municipal Code
Section 4-8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together
with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA
98057. Additional information regarding the appeal process may be obtained from the City Clerk's
Office, Renton City Hall -7th Floor, (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 ofthe 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 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 OF 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.
ADVISORY NOTES TO APPLICANT
The following notes are supplemental information provided in conjunction with the administrative land use
action. Because these notes are provided as information only, they ore not subject to the appeal process for the
land use actions.
Planning
1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless
otherwise approved by the Development Services Division.
2. Commercial, multi-family, new single-family and other nonresidential construction activities shall be
restricted to the hours between 7 am and 8 pm, Monday through Friday. Work on Saturdays shall be
restricted to the hours between 9 am and 8 pm. No work shall be permitted on Sundays.
3. Within 30 days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground
cover over any portion of the site that is graded or cleared of vegetation and where no further construction
work will occur within 90 days. Alternative measures such as mulch, sodding, or plastic covering as specified
in the current King County Surface Water Management Design Manual as adopted by the City of Renton
may be proposed between the dates of November 1" and March 31" of each year. The Development
Services Division's approval of this work is required prior to final inspection and approval of the permit.
4. The applicant may not fill, excavate, stack, or store any equipment, dispose of any materials, supplies, or
fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area
defined by the drip line of any tree to be retained.
5. The applicant shall erect and maintain 6-foot high chain link, temporary construction fencing around the
drip lines of all trees !O be retained, or along the perimeter of a stand of retained trees. Placards shall be
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placed on fencing every 50 feet with the words, "NO TRESPASSING -Protected Trees" or on each side of
the fencing, if less than 50 feet. Site access to individually protected trees or groups of trees shall be fenced
and signed. Individual trees shall be fenced on 4 sides. In addition, the applicant shall provide supervision
whenever equipment or trucks are moving near trees.
Utilities
1. Plans must meet minimum city standards subject to review at construction permit stage.
2. All lots of the short plat are to be connected to the City of Renton sanitary sewer.
3. Individual side sewers will be provided to serve each lot of the proposed development.
Transportation
1. Transportation mitigation fees will be assessed at the rate in place when building permits are issued.
Streets
1. Road name and address signs will be required to be provided by the developer prior to recording.
2. Parking will not be allowed on the 20-foot wide, paved private road and "No Parking" signs are required to
be installed by the developer.
3. All electrical, phone, and cable services and lines serving the proposed development must be underground.
The construction of these franchise utilities must be inspected and approved by a City of Renton inspector
prior to recording the plat.
4. Fixed objects that are currently situated in the location of the proposed access must be relocated, after
obtaining owner approval.
5. Street lighting is not required for this 4-lot short plat.
Schools
1. School mitigation fees will be assessed per single-family residence at the rate in place when building
permits are issued.
Fire Prevention
1. Fire mitigation fees will be assessed per single-family residence at the rate in place when ·building permits
are issued.
2. Fire Department apparatus access roadways are required to be a minimum of 20 feet wide, fully paved,
with 25-foot inside and 45-foot outside turning radii.
3. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is
required within 150 feet of all points on the buildings.
General Plan Review
1. All construction utility permits for drainage and street improvements will require separate plan submittals.
All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil
Engineer.
2. When the utility plans are complete, 3 copies of the drawings, 2 copies of the drainage report, the permit
application, an itemized cost of construction estimate, and the application fee shall be submitted at the
counter on the sixth floor of Renton City Hall.
3. All subdivisions shall provide water, sewer, and storm stubs to each new lot prior to recording of the plat.
4. Separate permit and fees will be required for the water meter installation, side sewer connection, and
storm water connection.
5. The proposed wall for the access road must provide 2 feet of separation from the back of the curb and be
at least 1 foot from the east property line. No portion of the proposed rockery wall will be allowed to be on
the adjacent property.
Short Plat Report_ 13-001564.doc564
City of Renton Deportment of Community & Economic Development
ZK SHORT PIA T
Report of April 3, 2014
Admi~istrative Short Plat Report & Decision
LUA13-001564; 5HPL-A
Page 17 of 17
6. Drainage pipe must be day-lighted away from the abutting property to the east.
Property Services -See Exhibit 9
Short Plat Report_13-001564.doc564
Vicinity Map \
EXHIBIT 2
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EXHIBIT 5
ZK Short Plat
LUA13-001564, SHPL-A
3402 NE th Street
Renton, Washington 98056
K.C parcel #801110-0025
Preliminary Drainage Report
February 4, 2014
Prepared for:
Chris Pressey
P.O. Box 40173
Bellevue, Washington 98015
(206} 769-7662
Email:
Prepared by:
Offe Engineers, PLLC
Darrell Offe, P. E.
13932 SE 159"' Place
Renton, Washington 98058-7832
{ 425) 260-3412 office
Email:
EXHIBIT 6
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EXHIBIT 8
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
DATE:
TO:
FROM:
SUBJECT:
MEMORANDUM
December 2, 2013
Elizabeth Higgins
Bob Mac Onie
ZK Short Plat, LUA13-001564
Form and Legal Description Format
I have reviewed the above referenced preliminary short plat submittal and have the
fo[[owing comments:
Information needed for final short plat approval includes the following:
Note the City of Renton land use action number and land record number, LUAB-001564
and LND-20-0595, respectively, on the final short plat submittal. The type size used for
the land record number should be smaUer than that used for the land use action
number.
Show two ties to the City of Renton Survey Control Network. The geometry will be
checked by the city when the ties have been provided.
Provide sufficient information to determine how the plat boundary was established.
Include a statement of equipment and procedures used, per WAC32-130-100.
Provide short plat and lot closure calculations.
Note what was found when visiting the existing monuments.
Indicate what has been, or is to. be, set at the corners of the proposed lots.
Note discrepancies between bearings and distances of record and those measured or
calculated, if any.
The lot addresses are on the attached document; note said addresses on the final short
plat drawing.
h:\file sysllnd -land subdivision & surveying recordsllnd-20 -short plats10595(zk)\rv13 EXHIBIT ·:g
ZK Short Plat
Page 2 of3
12/02/2013
Do note encroachments, if any.
Do include a "LEGEND" block for the short plat drawing, detailing any symbols used
thereon.
Do not include topography and utility infrastructure as they are only part ofthe initial
submittal requirements unless they have a direct influence on the subdivision.
Note .sill easements, covenants and agreements of record on the drawing.
Note any relevant researched resources on the short plat submittal.
Note the plat name and lot and tract numbers of the adjoining properties or note as
"Un platted.".
Do not show building setback; setbacks are determined at the time that building
permits are issued.
The City of Renton Administrator, PublicWorks Department, is the only city official who
signs the final short plat. Provide an appropriate approval block and signature line.
Pertinent King County approval blocks also need to be noted on the drawing.
All vested owner{s) of the subject final short plat need to sign the final-short plat
drawing. Include notary blocks as needed.
Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not
"CERTIFICATION" or other.
Note that if there are easements, restrictive covenants or agreements to others {City of
Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final
short plat. The final short plat drawing and the associated document(s) are to be given
to the Project Manager as a package. The recording number{s) for the associated
document{s) are to be referenced on the final short plat drawing. Provide spaces for the
recording numbers thereof.
Any new easements for ingress, egress, utilities, etc. shown for the benefit of.future
owners of the proposed lots each need a note defining the rights associated with the
easement at issue. Since these new "proposed" easements shown aren't "granted and
conveyed" until the benefited and/or burdened lots are conveyed to others add the
following language on the face of the short plat drawing:
DEClARA TION OF COVENANT:
h:lfile sys\!nd -land subdivision & surveying records\lnd-20 -short plats\0595(z.k)lrv131202.doc
ZK Short Plat
Page 3 of3
12102/2013
The owners of the land embraced within this short plat, in return for the
benefit to accrue from this subdivision, by signing hereon covenant and agree
to convey the beneficial interest in the new easement shown on this short
plat to any and all future purchasers of the lots, or of any subdivisions
thereof-This covenant shall run with the land as shown on this short plot.
The preceding statement obligates the seller of the lots created to "expressly grant and
convey" the lots "together with and/or subject to" any new private easements
delineated on the short plat in the conveying document.
The private ingress, egress and utility easements require a "New Private Easement
for Ingress, Egress and Utilities Maintenance Agreement" statement on the
drawing.
h:\file sys\lnd -]ru:,d subdivision & surveying records\lnd-20-short plats\0595(zk)\rvI31202.doc
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EXHIBIT 10
From Jeff and Stephanie Schaewe
Owner of property
3401 NE 8th st
Renton, WA, 98058
Mailing address 16537 121" AVE SE
Renton, WA. 98058
(Ya.S) '1}0 ·'l '1 OB'
Project ZK short Plat/ LUA13-00I564,SHPL-A
I would like to be made a party of record to receive further information on this proposed
project In doing so I have a few Request In regards to this project if residential homes are
going to be built.
1) Before, during and three months after the completion of this Project I would like to
see that rodent control is in place during these time frames. Due to the nature of the .wooded
area when construction is started the rodents that live in the area will trying find a new home I
do not want that to be on my property.
2) Maintain the privacy of my backyard by installing trees or tall shrubbery on the near
the property line in my backyard.
3) Maintain the integrity of my wood fence in backyard.
Jeff and Stephanie Schaewe
71f~
EXHIBIT 11
1•-15-13;Q2:27PM;
Denis Law
_ Mayor.
November 14; 2013 ·. · . Depart~e~t of Community and Econo~ic Dev~iopment
Nancy Rawls· .· · ·
Department of Transportation
. Renton School District
420 Park Avenue N
Renton, WA 98055 ·
Subject: · ZK Short Plat
LUA13-001564,_ 51-!PL;A .
. C.E. "Chip'.Viricent, Administrator
Th~ City of Re11ton's Department of Community and E~onomic Deveiopinent -(CED) has recefved
. an application for a Short· Plat located at 3402 NE j"' Street. Please see· the enclosed _Notice-of ..
Applic~tion for further details: . . . . . . . . .
. . . .
.. In· order to process= _this application, CED· needs· to· know which Renton _schools· would·. be
·. attended by children·. living in residence; at the location indicated above. Ple~se rin in· the
. appropriate schools on the list below and return this letter to iny attention, City ofRenton, CED,"
Planning ·oivision, 10.ss· South Grady Way,.Renton, Washington 98057 -~r fax tq (425) 4.3.0-7300,
. _ liy. Decemb~r 2, 2013. · · ·
·'
.. Element.ary Sch~ol: _ _j_~,L,~~¢::··.91,!. ·=··:J;!::~:§Jt. '.'.;s<l~·~· _:_.c..:_ ___ ~:....:_c.._~_:___:~:....:_ _ _:_ -
. Middle Scho_ok .---::-.,.....c---.j~~.a!4id.!.!.!t_,.:....:__~~--~-~__:_:___:_
· Higl:i Scho_ol: _· -,-:....:_ _ _J;:.~a::~~ili..e:::~:__:....:_:....:__~_.:__....:..c:_'---~.:_ __ _;_ .
. · Will the schoolsyou have indicat~d lie able"to handle the impact of the· additional students· .
. · .. ~stimated to come from the prc:,posed developmenfl Yes~ No ·, _· ·: . · : • _
. . . ··.-. . . . . ' . . ' ..
Any_Co_mments:~.-'------'------'--'---~-----~--,--"-"--~--~
Thank yo·u for providing this impoftant information.: lfyou,have any questions-regarding this .
project, P,lease contact me at (425)430-.6581.. · · · ·
Sincerely; ·-.IM~~-J4F
,-. . . -. .
·, Elizabeth Higgin~ . · ·
·senior Planner
Enclo~ure
Renton City Hall •. , 055 s'auth GradyV)'ay • Renton, Washington 98057_ : rerito.n.:V...gov.
# 3/ L
./
Date:
NOTICE OF APPLICATION
A Ma,tor Appllt3tlon h~ hfi•n filed ind accepted with tho Department of Community&, Economic 0 0.,.,1opmen1
(CEDI-Planning OM5lon of th• City of Renton. The lollowln1 brfoliy de,crlbes the appllcaUon and the ncc,.,ary
PubllcA.ipmul,.
DATE OF NOTICE OF APPUCP,TION·
PROJECT NAME/NUMBER:
No•ember 14, loll
ZK Short Plot/ LUll.13-001564, SHPL-A
PROJECT DESCRIPTION: A land "'" master ap;ilica;ion ha, been ,ut,m;tted requuling approval o! a
4-iot ihort plat subdiv,,ion. The 18,661 square foot property i, wlthir. an area designated R•sideotlal Single·famlly{f\SFI
In tho Comprohensl~e Land Use Plan. The polk,e, of the RSF a,e implemented by ~esldenCial s zoning. which allow,
resldentlal den"ty or up to 8 dwelling units per net acre.
PROJECT I.OCATION: 3402 NE 7'° Str ... t, Renton, WA 98056
PUBUCAPPROVAl.5: Administrative Decision
APPLICANT/PROJECT CONTACT P~R50N: Chris & Be,erlv P"'""Y
l'U8UC HEARING: !Ji.1
Comm•ni. on the ~bove a;,p!lcitton must be submlttod In wrltln« to El Ira beth Hlnln>, Pl~nner, Department of
Community & Ec(Jnomlc Dn•IGpment. 1055 South Gnu:ty Wa<i, RentGn, WA 9,057, by 5:00 p.m. on Dotember 2, 2013.
If you ha.fl que,t10n> 1boUl this propoul, or wish tG be m•d•, party o! record ind receive addltl<lnal na1if1<:otk>n t,y
mall, contact the Project ManaRU 11 (4251430-658l. Anyone who submits wrHlen comments will autcmatically
become a party ol record arid will be noUll<!d of ~ny doci,lon on 1lus project. ·
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOil PROPER FILE IDENTIFICATION
DATE OF APPLICATION: November 12, 2013
NOTICE OF COMPLETE APPLICATION: November 14, 2013
1/yuu would like to M made a partyot ro,o,d to recolve further Information on thb propo"'d project, complete tM,
form and return 10: City of Rontcn, CEO, Plannins o;,islon. 10SJ South Grady way, R<,nton, WA 98057.
File Name/ No.: ZK Short Pl1t/ LUAB-001564, SHPL·A
NAME:---------------------------
MAlliNGAOORBS: _____________ Clty/State/Zlp: ________ _
TELEPHONE NO.:-------------
CERTIFICATION
C hereby certify that 3 copies of the above document
conspicuous places or nearby thz::zrdescribe(\ prop on
_,... ~
/(~/Lf-fs Signed: ~
STATE OF WASHINGTON
ss
COUNTY OF KING
I certify that I know or have satisfactory evidence that "'''%&," \,• 1c..-\:.shot"'-
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the
uses and purposes mentioned in the instrument.
, ,
Notary (Print):
.,
Chris and Beverly Pressey
See attached
(Signature of Sender):
1
· ~-
STATE OF WASHINGTON )
) ss
COUNTY OF KING )
Dated: N qv-,,-\,,;.; i Y 2013
I
Owners
300' Surrounding Property Owners
Notary (Print): __ ........;l±w..,;..oq"-"ll>'l"--]7,-'-"'t?)l:.i. ,.,_Jc{,"'_ ,,_,5.,_· --. ----------
My appointment expires: . -i , """ i "2 \ -;io I r-
-LUAB-001564; SHPL-A
ZK SHORT PLAT
8011100106 8011100100 8011100115
WILLIAMSON KATHLEEN M TRAN TUYET+LUU HUNG CHI SLATER KIM
661 NEWPORT CT NE 660 NEWPORT CT NE 3507 NE 7TH ST
RENTON, WA 98056 RENTON, WA 98059 RENTON, WA 98056
8011100110 8011100075 8011100077
PHAM THUONG+NGUYEN NIEM THI VOGHT JAMES L+HEIFA FADAMI EMAD F
3554 120TH AVE NE 3307 NE 7TH ST 524 6TH AVE W #108
BELLEVUE, WA 98006 RENTON, WA 98056 SEATILE, WA 98119
8011100020 8011100010 8011100045
CAREY JOEL CHEN RUBEN C+LAM TRANG N JOHNSON KEVIN
3322 NE 7TH ST 3133 NE 19TH PL 12624 177TH PL SE
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98059
8011100041 8011100035 8011100030
LU HUNG+VAN VO LU HUNG VIET LUEDKE NORMAN L TRUST
684 NEWPORT CT NE 3414 NE 7TH ST 3408 NE 7TH ST
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
8011100025 8011100007 8011100006
PRESSEY CHRIS+BEVERLY LOBODUK ROBERT+RUTH M PANKHURST REED G
PO BOX 40173 3321 NE 7TH CT 3315 NE 7TH CT
BELLEVUE, WA 98015 RENTON, WA 98056 RENTON, WA 98058
8011100005 8011100004 424500035
MILO-SAM VENTURES LLC WYSOCKI DORI KIRBY MARILYN E
608 GRANT AVES 12626 SE 98TH ST 3323 NE 8TH ST
RENTON, WA 98055 RENTON, WA 98056 RENTON, WA 98056
424500040 923059167 423000250
VARNADORE GREGORY+STEPHANIE MACIAS MAXG WEBSTER TIMOTHY S
3317 NE 8TH ST 770 MONROE AVE NE 3501 NE 8TH ST
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
424500100 424500005 424500010
PLOEGMAN CHRISTOPHER J CUNANAN OSCAR M+AURORA DAYTON8 LLC
3431 NE 8TH ST 3425 NE 8TH ST 554 ROSARIO AVE SE
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98059
424500015 424500020 923059168
NIX E G KELLY JOSEPH W+JEANNIE R WOO VICTORY
3413 N E 8TH ST 3407 NE 8TH ST 808 MONROE AVE NE
RENTON, WA 98055 RENTON, WA 98387 RENTON, WA 98056
424500060 424500065 424500096
CLUPHF JASON N FERNANDEZ NESTOR Y SHERRARD RONALD D
3424 NE 8TH ST 804 NEWPORT CT NE 3318 NE 8TH ST
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
,_ .
424500055 923059208 424500050
SMITH WALTER+MILLICENT J PAULUS CLYDE P+MARY A LOZADA JUAN C
811 OLYMPIA AVE 1617 JONES AVE NE 815 OLYMPIA AVE NE
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
923059138 8011100097 8011100101
HAFFNER JAMES F+CANDACE E PAGAN DUKE+JOLANDA KING STEPHEN M & NARANJOE
820 MONROE AVE NE 673 NEWPORT CT NE 670 NEWPORT CT NE
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
8011100095 424500095 8011100015
OLIVER CATHERINE+RICHARD M BROM I LEY STANLEY R SLUYTER CHARLES V
685 NEWPORT CT 3322 NE 8TH ST 758 MONROE AVE NE
RENTON, WA 98059 RENTON, WA 98056 RENTON, WA 98056
424500030 424500075 424500025
ROSE KEVIN C+RUTH E SPOON MARILYN R SCHAEWE JEFFREY J+STEPHANIE
3329 NE 8TH ST 820 NEWPORT CT NE 16537 121ST AVE SE
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98058
424500085 8011100102 8011100076
KREICK CONRAD R & JOY A LU HUNG KERBY WILLIAM T+AMY M
23606 SE 111TH ST 684 NEWPORT CT 3301 NE 7TH ST
ISSAQUAH, WA 98027 RENTON, WA 98056 RENTON, WA 98056
8011100099 8011100098 8011100096
ALVAREZ ono A+GUSTAFSON AN VU HAI S ELIGIO LAURENCE DALIT+CHRIS
665 NEWPORT CT NE 669 NEWPORT CT NE 679 NEWPORT CT NE
RENTON, WA 98056 RENTON, WA 98056 RENTON, WA 98056
8011100080 8011100087 8011100090
LAM NGA THI A & D QUALITY CONSTRUCTION BACH LESTER E+VERA L
716 MONROE AVE NE 220 SW SUNSET BLVD #E202 3309 NE 7TH ST
RENTON, WA 98056 RENTON, WA 98057 RENTON, WA 98056
424500090 424500080
BITNEY-WILSON JONELL&FARREL IP CHING SANG+HANG LIN WONG
4063 WILLIAMS AVE N 819 NEWPORT CT NE
RENTON, WA 98056 RENTON, WA 98056
NOTICE OF APPLICATION
A Master Application has been filed and accepted with the Department of Community & Economic Development
(CEO) -Planning Division of the City of Renton. The following briefly describes the application and the necessary
Public Approvals.
DATE OF NOTICE OF APPLICATION: November 14, 2013
PROJECT NAME/NUMBER: ZK Short Plat/ LUAB-001564, SHPL-A
PROJECT DESCRIPTION: A land use master application has been submitted requesting approval of a
4-lot short plat subdivision. The 28,661 square foot property is within an area designated Residential Single-family (RSF)
in the Comprehensive Land Use Plan. The policies of the RSF are implemented by Residential 8 zoning, which allows
residential density of up to 8 dwelling units per net acre.
PROJECT LOCATION: 3402 NE ih Street, Renton, WA 98056
PUBLIC APPROVALS: Administrative Decision
APPLICANT/PROJECT CONTACT PERSON: Chris & Beverly Pressey
PUBLIC HEARING: !Jh
Comments on the above application must be submitted in writing to Elizabeth Higgins, Planner, Department of
Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on December 2, 2013.
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) 430-6581. 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
DATE OF APPLICATION: November 12, 2013
NOTICE OF COMPLETE APPLICATION: November 14, 2013
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.: ZK Short Plat/ LUAB-001564, SHPL-A
NAM Ee----------------------------------
MAILING ADDRESS: ________________ City/State/Zip: __________ _
TELEPHONE NO.: ---------------
November 14, 2013
Chris & Beverly Pressey
PO Box 40173
Bellevue, WA 98015
Department of Community and Economic Development
C. E."Chi p"Vi ncent, Adm in istrato r
Subject; Notice of Complete Application
ZK Short Plat, LUA13-001564, SHPL,A
DearMr. & Mrs. Pressey:
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) 430-6581 if you have any questions.
Sincerely,
/3tf'7~J~
Elizabeth Higgins
.Senior Planner
Renton City Hall • 1055 South Grady Way .-Renton, Washington 98-057 • rentonwa.gov
Denis Law
Mayor
November 14, 2013
Nancy Rawls
Department of Transportation
Renton School District
420 Park Avenue N
Renton, WA 98055
r __.:1iir~-· · i ~: ,c! _: :~ill
Department of Community and Economic Development
C.E. "Chip"Vincent, Administrator
Subject: ZK Short Plat
LUAB-001564, SHPL-A
The City of Renton's Department of Community and Economic Development -(CED) has received
an application for a Short Plat located at 3402 NE 7th Street. Please see the enclosed Notice-of
Application for further details.
In order to process this application, CED needs to know which Renton schools would be
attended by children living in residences at the location indicated above. Please fill in. the
appropriate schools on the list below and return this letter to my attention, City· of Renton, CED,·
Planning Division, 1055 South Grady Way, Renton, Washington 98057 or fax to (425) 430-7300,
by December 2, 2013.
Elementary School: __________________________ ~~
Middle School: ------'----------------------
High School: ------------------------------
Will the schools you have indicated be able to handle the impact of the additional students
estimated to come from the proposed development? Yes No __ -'-
Any Comments: ______ '-----'-------------------
Thank you for providing this important information, If you have any questions regarding this
project, please contact me at (425) 430-6581.
Sincerely,
. Elizabeth Higgins
Senior Planner
Enclosure
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov
City of Renton
LAND USE PERMIT
MASTER APPLICATION
PROPERTY OWNER($) PROJECT INFORMATION
NAME: Chris & Beverly Pressey PROJECT OR DEVELOPMENT NAME:
husbanrl & ,u;fo ZK Short Plat
ADDRESS: PO Box 40173 PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
CITY: Bellevue, WA ZIP: 98015
' 3402 NE 7th Street; Renton, WA 98056
--
TELEPHONE NUMBER: 206 769-7662 KING COUNTY ASSESSOR'S ACCOUNT NUMBER($):
APPLICANT (if other than owner) 801110-0025-09
NAME: Same
EXISTING LAND USE(S):
Single family residence
COMPANY (if applicable): PROPOSED LAND USE(S):
Single family residence
ADDRESS: -EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
Residential medium densitv
CITY: ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
-(if applicable): Residential medium density -
TELEPHONE NUMBER
EXISTING ZONING: R-8
CONTACT PERSON PROPOSED ZONING (if applicable): R-8
NAME: Same SITE AREA (in square feet): 28,661
SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE
COMPANY (if applicable): DEDICATED: ..fl_
SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS:
ADDRESS: f----6.667
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
CITY: ZIP:·
ACRE (if applicable): 7Q?
NUMBER OF PROPOSED LOTS (if applicable):
TELEPHONE NUMBER AND E-MAIL ADDRESS: A
__ p_ressey.c®gmail.com
, NUMBER OF NEW DWELLING UNITRl:'ef1V ED I o -
-
NOV 1 2 zoi'J __
C!TY OF RENTON
PL.f--1f\J~~lr,1G LJIV:SiOf'-i
PROJECT INFORMATION (continued) ,--~-----~----------~
NUMBER OF EXISTING DWELLING UNITS (if applicable)·
1
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable):
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): -SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL
BUILDINGS (if applicable):
r-
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
· BUILDINGS TO REMAIN (if applicable):
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if
applicable): .
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE
NEW PROJECT (if applicable):
PROJECT VALUE: $500,000
. IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE
SQUARE FOOTAGE (if applicable):
0 AQUIFER PROTECTION AREA ONE
0 AQUIFER PROTECTION AREA TWO
o FLOOD HAZARD AREA
0 GEOLOGIC HAZARD
o HABITATCONSERVATION
0 SHORELINE STREAMS AND LAKES
0 WETLANDS
.
___ sq.ft.
___ sq.ft.
___ sq.ft.
___ sq.ft.
___ sq.ft.
LEGAL DESCRIPTION OF PROPERTY
(Attach legal description on separate sheet with the followina information included)
SITUATE IN THE SE QUARTER OF SECTION __9_, TOWNSHIP 23, RANGE_5._, IN THE CITY
OF RENTON, KING COUNTY, WASHINGTON.
TYPE OF APPLICATION & FEES
List all land use applications being applied for:
1. 3.
2. 4.
' Staff will calculate applicable fees and postage: $
AFFIDAVIT OF OWNERSHIP -.
I, (Print Name/s) C t-HlAs_ e~ ~y , declare thal I am {please check one) /the current OYYner 0~ the property
mvolved In this application or--~ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing
statements arid answers herein contained and the information herewith are in all respects true and correct to the best of my knowfedge and belief.
/) I cerlify lhat I know or ha,e saUsfaclory evi~ence lhal Cbr: s. Pr,~ c;;: ~
..r)/ signed this Instrument and acknowledged it to be his/her/their free anei voluntary aclthe
uses and purposes mentioned in the instrument
(Signature of Owner/Representative)
Notary (Print)
'E[)
013
CITY Of RENTON
PREAPPLICATION MEETING FOR
ZK Short Plat
3402 NE 7th Street
PRE13-000784
CITY OF RENTON
Department of Community & Economic Development
Planning Division
July 11, 2013
Contact Information:
Planner: Elizabeth Higgins, 425.430.6581
Public Works Plan Reviewer: Rohini Nair, 425.430.7298
Fire Prevention Reviewer: Corey Thomas, 425.430.7024
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 informal and 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). RECEIVED
C!TY or Rf:r,FON
~
1 :./\N~·!ii\iC Dl'/r~~IO:',J
Fire & Emergency Services
Department
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
7/1/2013 12:00:00AM
Elizabeth Higgins, Senior Planner
Corey Thomas, Plan Review/Inspector
(ZK short plat 2) PREB-000784
--~ ------------
1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square
feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm
fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed
buildings and two hydrants if the fire flow goes up to 1,500 gpm. There is one existing fire hydrant that can be
counted toward the requirements and it does have a storz fitting. It appears there is adequate fire flow in this
area.
2. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid prior to
recording the plat. Credit will be granted for the existing home to be removed.
3. Fire department apparatus access roadways are required to be a minimum of 20 feet wide fully paved, with
25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30
-ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings.
Approved apparatus turnarounds are required for dead end roads exceeding 150-feet. Hammerhead
turnarounds are allowed for dead end streets up to 300-feet long. Access as proposed appears adequate.
Page 1 of 1
DEPARTMENT OF C01v1MUNITY
AND ECONOMIC DEVELOPMENT
MEMORANDUM
------· ----------------------
DATE:
TO:
fROM:
SUBJECT:
7/11/2013 12:00:00AM
Pre-Application File No. PREB-000784
Elizabeth Higgins, Senior Planner
(ZK short plat 2) PREB-000784
----------
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 on July 11, 2013. The applicant is cautioned that information contained in this summary may be subject
to modification and/or concurrence by official decision-makers (e.ge, 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 $100.00 plus tax, from the Finance Division on the first floor of City Hall or on line at www.rentonwa.gov.
Project Proposal: The proposed project site is in the Renton Highlands on the north side of NE 7th Street. The
project area, consisting of l lot, is approximately 28,661 sf (0.66 acre). The project proposal is to subdivide
the property into 4 lots. The proposal is the same, or similar to one approved previously by the City of Renton
(LUAOS-003 ). The previous approval expired.
Current Use: An existing one-story residential structure, built in 1950, would be removed.
Zoning: The area, including this property, has a Comprehensive Plan designation of Residential Single Family
(RSF) and is zoned Residential 8 (R-8).
Development Standards: The project is subject to RMC 4-2-llOA, "Development Standards for Residential
Zoning Designations," as follows:
Density -The minimum density required is 4 dwelling units per net acre (du/a). The maximum density allowed
is 8 du/a. The new lots may be developed with 1 dwelling unit each. In order to calculate the proposed
density of the project, any area of public road, private easement, and /or critical area dedication must be
known. The area of public road dedication (if any) is required for a density calculation. The preapplication
submittal indicates the area of private road dedication would be 6,583 sf. The approximate density would be
7.89 du/a.
Lot Size -The minimum lot size allowed is 5,000 sf, because the overall property is less than an acre before
subdivision. Lots as proposed would exceed this requirement.
Lot Width and Depth -The minimum lot width is 50 feet and the minimum depth is 65 feet. Proposed lots
Page 1 of 3
would exceed the minimum widt,, and depth requirement.1.
Setbacks -Setbacks are the distance between the building and the property line or any private access
easement. Setback requirements in the R-8 zone are as follows: minimum front yard, 15 feet; minimum side
yard, 5 feet and, if along a street the minimum is 15 feet (this dimension would be applicable if the new
structure on Lot 1 has its front yard abutting the private access road); minimum rear yard, 20 feet. Proposed
setbacks indicated on the conceptual site plan would meet setback requirements.
Clear Vision Area -At the new driveways no structure (including fences) shall exceed 42 inches in height.
Building Height -The maximum building height allowed is 30 feet. Height would be verified prior to building
permit issuance.
Building Coverage -The maximum coverage of a lot by primary and accessory buildings is 35 percent or 2,500
sf, whichever is greater, when the lot is larger than 5,000 sf. Building coverage would be verified prior to
building permit issuance.
Impervious Surface Area -The maximum amount of impervious surface allowed in the R-8 zone is 75 percent.
The amount of impervious surface area would be verified prior to building permit issuance.
Landscaping -The development standards require that all pervious areas within the property boundaries be
landscaped. Therefore, all areas of the site not covered by structures, parking, access, circulation, or patios
must be landscaped with native, drought-resistant vegetation. In addition, a 10-foot, on-site landscape strip
along the public street frontage is required. This landscaped area requires a combination of trees, shrubs, and
ground cover.
Refer to landscape regulations (RMC 4-4-070, attached) for additional general and specific landscape
requirements.
If, during site development, 30 percent of existing trees cannot be retained, they may be replaced with
minimum 2 inch caliper trees at a rate of six to one, subject to City approval.
Plans for the landscaped strip abutting a public street must be submitted with the short plat application. Yards
fronting public streets must be landscaped. Landscape plans for yards fronting public streets must be
submitted with building permit application.
Parking -The requirement for off street parking is a minimum of 2 spaces per lot.
Access-Access would be from NE 7th Street and a private access road.
Building Design Standards: Compliance with the Residential Design and Open Space Standards would be
required at time of construction. See the attached checklist and Renton Municipal Code 4-2-115, attached.
Residential Design Review occurs as part of the Building Permit Review and the Design Checklist shall be
submitted as part of the building permit application.
Critical Areas: City of Renton maps do not indicate that regulated critical areas are located on the site. It is the
project proponent's responsibility, however, to verify that no areas of environmental concern are present or
will be encountered during site development or building construction.
Environmental Review: The project is exempt from State Environmental Policy Act (SEPA) review, unless it is
determined that regulated critical areas are present on or near the site.
Page 2 of 3
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT -----~-"~·
MEMORANDUM
r_ J t I
-------------------
DATE:
TO:
FROM:
SUBJECT:
7/9/2013 12:00:00AM
Elizabeth Higgins, Senior Planner
Rohini Nair, Plan Reviewer
(ZK short plat 2) PREB-000784
(
NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-bindi~g
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
he applicant. j
I have completed a preliminary review for the above -referenced proposal. The following comments are based
on the pre-application submittal made to the City of Renton by the applicant.
I have completed a preliminary review for the above-referenced proposal. The following comments are based
on the pre-application submittal made to the City of Renton by the applicant.
WATER
1. The project is within the City's water service area in the Highlands 565 hydraulic pressure zone. There is
an existing 8 inch water main in NE 7th St (see water project plan no. W-1885) that can deliver a maximum
flow rate 2,000 gpm. The static water pressure is about 75 psi at ground elevation 388 feet. There is a 3/4
-inch water meter serving the existing residence on the subject property (account ref#410005).
2. The following water main improvements will be required to provide domestic water service to the subject
development (see attached conceptual layout sketch )
a. Extension of an 8-inch water main from the existing 8-inch main in NE 7th St. to the south property line of
the development along with the installation of a new fire hydrant to be within 300 feet of all proposed lots.
b. Extension of about 230 feet of 4-inch water main within the private access road from the new 8-inch water
main to the south property line of proposed last northerly lot (lot 4).
c. Installation of 1-inch water service and meter to each of the new lot, the meters shall be connected to the
above 4-inch main.
d. The existing 3/4 -inch meter can be used to serve proposed lot l.
3. The development is subject to payment of a water system development charge (SDC) fee of $2,523.00 and
a water meter installation fee of $2,870.00 for each 1-inch meter. These fees, as well as any related permit
fees, are collected at the time a construction permit is issued. The meters will be installed by the City.
4. Civil plans for the water main extension will be required.
SANITARY SEWER
1. Sewer service is provided by the City of Renton.
2. Sewer connection is to be obtained from the existing main on NE 7th Street.
3. Sewer main extension is required on the private road up to the south property line of proposed lot 4.
4. Individual side sewers are required to serve the individual lots of the proposed short plat.
5. SOC fee for sewer is based on the size of the new domestic water to serve the new home on each lot. The
Page 1 of 2
current sewer fee for a Y.-inch or ,-inch meter install is $1,812.00.
6. The East Renton Special Assessment District fee is applicable on the proposed short plat. The applicable
rate is $316.798 per single family house.
SURFACE WATER
1. A drainage report complying with the City adopted 2009 King County Surface Water Manual and City
Amendments will be required. Based on the City's flow control map, this site falls within the Peak Rate Flow
Control Standard (Existing Site Conditions). Refer to Figure 1.1.2.A-Flow chart for determining the type of
drainage review required in the City of Renton 2009 Surface Water Design Manual Amendment.
2. 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.
3. Surface water system development fee is $1,120.00 for each lot.
TRANSPORTATION
1. Payment of the transportation impact fee is applicable on the construction of the single family houses at
the time of building permit application. The current transportation impact fee rate is $717. 75 per single family
house. The impact fee for this type of land use will increase on January 1, 2014, to $1,430.72 per single family
house. The transportation impact fee that is current at the time of building permit application will be levied,
payable at issuance of building permit.
2. NE 7th Street is a residential street with a right of way width of 60 feet. The City's complete .streets
designate a right of way width of 53 feet. Installation of curb, gutter, 8' wide landscaped planter strip, and 5'
wide sidewalk are required on SE 7th Street.
3. The proposed private road has an easement width of 26 feet and a paved width of 20 feet and must have a
minimum pavement thickness of 4" of asphalt over 6" of crushed rock to meet city of Renton standards.
4. A turnaround is proposed on the dead end street. Turnarounds are required on dead end streets longer
than 150 feet as per section Hof Streets code RMC 4-6-060 and must meet with Fire department approval.
General Comments
1. All construction or service utility permits for drainage and street improvements will require separate plan
submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a
licensed Civil Engineer.
2. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the
drainage report, a permit application, an itemized cost of construction estimate, and the application fee at the
counter on the sixth floor.
Page 2 of 2
Permit Requirements: As a 4-ubdivision, the proposed project wouid ire Administrative Short Plat
approval. One copy of each item required for the land use application should be reviewed during a scheduled,
"pre-screening" of the application prior to submittal.
Construction of residential structures would follow installation of infrastructure and recording of the Short
Plat_
Fees: The Short Plat application fee is $1,400 (preliminary and final review). There is an additional 3%
technology fee at the time of land use application. Detailed information regarding the land use application
submittal is provided in the attached handouts.
Impact Fees: Impact fees for new residential units include fees for transportation, fire, parks, and schools (see
Impact Fee handout, attached). Impact fees are due at issuance of building permits. Credit would be applied
for the one existing residence.
In addition to the required land use permits, separate construction and building permits would be required.
Expiration: Upon approval, the project proponent has two years to comply with all conditions of approval and
to submit the Short Plat for recording before the approval becomes null and void. The approval body that
approved the original application may grant a single one-year extension. The approval body may require a
public hearing for such extension.
Page 3of3
PLANNING DIVISION
WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
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Plat Name Reservation 4
1 Public Works Approval Letter 2
, Screening Detail 4
,'Stream or Lake Study,Standard-4
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Title Report or Plat Ce,:tificate 4
Traffic Study 2
Urban Design Regulations Anafysis 4
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Wetlands Mitigation Plan, Final 4
0/etlaridslMiri~alion Plan, Preji'!'i~~ty i
Wetlands ReportJDelineation 4
Applicant Agreement Statement 2 AND 3
Inventory of Existing Sltes 2 ANo 3
Lease Agreement, Draft 2 ANO 3
Map of Existing Site Conditions 2 ANO 3
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Map of View Afea 2 ANO 3
I----'
Photosimulations 2 AND 3 =:.:_---------'------'-----'---------------'
This requirement may be waived by:
1. Property Services PROJECT NAME z_ t'::: 7V\4'( b PI t.__,r
2. Public Works Plan Review
3. Building DATE <J ~ I I 2 0 ( '3.
4. Planning
H \CEO\Oalalforms-Tem;:ila\es\Self-Help Handouls\Plannmg'.wa1verof5ubm~alrei,s.xls D6109
PLANNING DIVISION
WAIVER OF SUBMITTAL REQUIREMENTS
FOR LAND USE APPLICATIONS
Calculations 1 ====nc==~-~===== q9i§i,f#M~iit@i:p~~1~f1{iU>">
Existing Easements (Recorded Copy),
I Floor Plans 3 AND 4
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Habitat Data Report,
Irrigation Plan 4
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Neighborhood Detail Map 4
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Plan Reductions (PMTs) 4
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This requirement may be waived by:
1. Property Services
2. Public Works Plan Review
3. Building
4. Planning
PROJECT NAME: _bf".'.-S, /1,,vY/-p / a_,f'
DA TE: __ < jc_l,c_L L1.,+-.c..:/ l'--1-----Z..=-ll-'-/ --=~-
ZK Short Plat
Project Narrative
1) Project name, size and location of site:
ZK Short Plat is location at 3402 NE 7'" Street. Total area is 28,661 square feet (gross).
2) Land use permits required for proposed project:
Short Plat, demolition, building.
3) Zoning description of the site and adjacent properties:
Zoned R-8, single family residential. All properties surrounding subject are similarly zoned.
4) Current use and existing improvements:
Existing 1,924 ft2 house & detached garage proposed for demolition.
5) Special site features (i.e., wetlands, water bodies, steep slopes):
There are no wetlands, water bodies, steep slopes nor other sensitive areas on this site.
6) Statement addressing soil type and drainage conditions:
The SCS soils map for the area shows underlying soils for this site as AgC -Alderwood Soils.
Alderwood soils are not suitable for infiltration. A bioswale is proposed for water quality
treatment, with sheet flow from the lots to the bioswale. A narrative of parcel features and
geology along with the Geotechnical Report from the neighboring site was requested by the City
of Renton and is included with the preliminary short plat submittal.
7) Proposed use of the property and scope of the proposed development:
Four lot single family residential development of one existing tax parcel.
8) For plats indicate the proposed number, density and range of sizes of the new lots.
Four lots with a density of 7.92 units per acre ranging from 6,019 ft2 to 7,862 ft2 (gross).
9) Access:
All four lots will be from a private access easement from NE 7'" Street.
10) Proposed off-site improvements (i.e., installation of sidewalks, fire hydrants, sewer main, etc,):
Frontage improvements for NE 7'" St. consist of curb, gutter, sidewalk and landscaping plus
connections to existing sewer, storm and water systems.
11) Total proposed project's estimated construction cost and fair market value:
Construction cost of approximately $95,000 and an estimated fair market value of $500,000 (3
new lots -not including the value of the existing house)
12) Estimated quantities and type of materials involved if any fill or excavation is proposed:
Minor on-site grading for new private driveway. Less than SOO yd3 on-site grading.
13) Number, type and si,e of any trees to be removed:
There are thirty (30) 10" to 40" fir, maple, willow and cedar trees on this project. Twenty-three
will be removed: five (5) to construct the road, eighteen (18) for the buildings. Seven (7) are
proposed to be retained and three (3) will be planted as replacements.
14) Explanation of any land to be dedicated to City:
No dedication required. Existing righ of way for NE 7'h St. is adequate for proposed
improvements, Lot access will be over a private access easement.
15) Proposed job shacks, sales trailers and/or model homes:
N/A RECEIVED
N0\1 12 ,.,., . , ( I.' ,l
November 12, 2013
City of Renton
Attn. Laureen Nicolay
Development Services Division
1055 South Grady Way
Renton, Washington 98055
Re: Application, ZK Short Plat
Proposal: 4-Lot Short Plat
Zoning: Residential R-8, Single family
Location: 3402 NE 7th Street, Renton
Request: Administrative Short Plat Approval
Current Use/Neighborhood (s);
Existing use: Single Family Residential
Neighborhood(s): Single Family Residence; North, South, East and West.
To Whom it May Concern,
Project Description;
Please find attached our application for an Administrative Short Plat Approval for
a four ( 4) lot Short Plat, ZK Short Plat, which is currently within the City of
Renton. The proposed plat, consisting of a single parcel of 28,661 sq. ft., is located
on the north side of NE ,Ch Street. The site is currently within the R-8 Residential
Single Family zone and has a proposed density of8.0 du/ac. (4 lots).
The 4-Lots will all be accessed by a 26-wide, 20 foot paved, private easement from
NE ,Ch Street. The 26 foot access easement will extend across lots 1,2&3 with a turn-
around between lots 2 and 3 then narrowing to 20 feet to serve two lots (3&4). Site
layout is as follows;
Lot Lot Size (gross) (net) Depth Width Orientation/access
Lot-1 6,910 sf. 5,012sf. 95.96 feet 71.10 feet East!P.E.
Lot-2 7,862 sf. 5,230sf. 95.85 feet 82.10 feet East/ P.E.
Lot-3 7,851 sf. 5,227 sf. 95.75 feet 82.lOfeet East/ P.E.
Lot-4 6,019 sf. 6,019 sf. 95.66 feet 61.80 feet East/P.E.
Frontage improvements along NE 7th Street will include a curb, eight (8) foot
planting strip and sidewalk. The planting strip will include three (3) -2 inch caliper
trees and ground cover or sod. All frontage improvements will require a Right-of
Way permit and bond. Traffic control is expected to be minimal. REC E /VE D
NOV I 2 2n;:
cirv er
There are about 30 significant trees on the site. The plan is to save eight of the trees
during development. Although it would be preferable to retain most of the trees, it is
deemed too hazardous in the R-8 zoning due to proximity to construction of new
houses and surrounding neighbor's homes.
Trees to be saved (size)
Trees to be removed (size)
The existing house on the site (proposed lot 2) will be removed during development
of the site.
There are no known environmental issues with the property. The site is relatively
flat with a 1 to 5% slope toward the southeast corner. Soil types on the site contain
three feet of Colluvium or disturbed soils on top of Vashon Glacial Till. It is not
expected that any significant amount of soil will be removed from the site during
development. A bio-swale ditch will be constructed, within a six foot drainage
easement, along the eastern boundary of the property for storm control.
Utilities;
The proposed plat will be served by City of Renton sewer and water departments.
There is an 8-inch sewer main and an 8-inch water main within the existing road
(NE ih Street). Storm drainage is planned either with bio-swale or dispersion within
each lot. Fire protection would be from the City of Renton Fire Department. There
appears to be approximately 75 psi static water pressure and 1,000 gpm available
fire flow to the site.
Project Background;
The proposed Short Plat was previously approved with conditions, (ZK Short Plat,
LUA08-003,SHPL-A, V-A) via an Administrative Short Plat Review, on April 2,
2008. Due to market conditions the past four years, the approval has now expired.
After the approval was granted, two of the conditions were appealed to the Hearing
Examiner (please see attached). His report was issued on June 12, 2008.
The appealed centered around two requirements of the Administrative Short Plat
approval as follows;
t. Restrictive covenant on the underlying parcel. The covenant states "No lot or
portion of a lot shall be divided and sold or re-sold or ownership changed or
transferred whereby the ownership of any portion of this plat shall be less
than 6000 square feet for suburban S-2 use, with a minimum lot width of 60
feet". This references King County zoning that was in effect at the time the
plat was recorded with the county. To amend this covenant would require
approval from adjacent property owners.
The Hearing Examiner Conclusion, item I, ruled in favor of the appellant
stating that the requirement by the City should be reversed.
2. Proposed Lot 4 was required to be oriented to the south facing the private
easement requiring the lot to be re-arranged to meet the 65 foot depth
requirement of R-8 zoning.
The Hearing Examiner Conclusion items 4-6 that Lot 4 was surrounded with
homes in all directions ''where a mishmash of yards abut one another" and
that the decision is reversed (item 6).
Summary:
This is an area where several short plats are either recently approved or are under
consideration by the City of Renton. The proposed Short Plat meets with the City's
Comprehensive Plan for R-8 -SFR as to family lot size, width and depth of each
individual lot(s) and density (8.0 du/ac. The site will have access to a public right-of-
way (NE ih Street). The proposed Short Plat is consistent with other developments,
both proposed and/or approved in the area.
If there are any questions, please contact Thomas Foster at 206-244-0122. Thank
you for your attention to our proposal. We look forward to future discussions.
Sincerely,
C. Thomas Foster, agent for Chris Pressey, owner
ZK Short Plat
Narrative of Parcel Features and Geology
ZK Short Plat is located at 3402 NE 7th Street. The property is approximately 28,661 square feet in size. It
measures about 96 feet east-west and 299 feet north-south. The proposal is to subdivide the parcel info
four lots. All four lots would be accessed from a private access easement from NE 7th Street.
The project site is essentially level, with less than about 4 feet of topographic relief between the west lot
line and the southeast lot comer. The site is vegetated with grass with approximately 21 fir trees (8" to
36" diameter) dotting the site. There are also six cedars (16" to 32" diameter), two maples (22" and 40"
diameter), and one willow (10" in diameter).
The property is not located within a mapped sensitive area, and is underlain by Quaternary Vashon
Glacial Till. The site is very similar to the Chen Short Plat (LUA 07010), which is one lot west of the
proposed short plat site. The similarities and geographic proximity of the Chen site are consistent with
the proposed short plat and a copy of the Geotechnical Engineering Report for the Chen Short Plat is
provided with this narrative.
The SCS soils map for the area shows underlying soils for this site as well as the Chen site as AgC -
Alderwood Soils. It is anticipated that soil types will be very similar to the soil types encountered on the
Chen site. Alderwood soils are not suitable for infiltration. A bioswale is proposed for water quality
treatment, with sheet flow from the lots to the bioswale.
ZK Short Plat
Construction Mitigation Description
Proposed Construction Dates (begin and end dates): Start of construction is proposed for the
fall/winter of 2013 with the demolition of existing structures and installation of utilities/frontage
improvements and last for approximately two months and home buildings to follow. Frontage
improvements and off-site construction will cause minor disruption to traffic along NE J'h Street. These
frontage improvements will include; off-site drainage connections, sewer connection 1 water connection.,
paving, curb/gutter and sidewalk/landscaping.
Hours of operation: 7:00 A.M. to 4:00 P.M, Monday through Friday or as otherwise allowed by the City
of Renton. Special hours: No special hours are necessary to complete construction. Weekend work
may be necessary to be scheduled for completion; this will be determined by owner, contractor and City
of Renton.
Proposed Hauling/Transportation routes: Materials and labor to the site are proposed off of the
private access road along the east side of the property via NE 7"' St. from Monroe Ave. Vehicle parking
and backfill material storage are proposed to be on-site.
Measures to minimize construction activities: NE 7th will or could possibly need to be closed for a
portion of the off-site improvements and will be evaluated as part of the traffic control plan.
Preliminary Traffic Control Plan: Coordination with the City of Renton staff will be necessary to
minimize disruption to traffic on NE 7th 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 installed prior to any construction activities.
RFCEIVED
NOV l 2zou
ZK Short Plat
Construction Mitigation Description
Proposed Construction Dates (begin and end dates): Start of construction is proposed for the
fall/winter of 2013 with the demolition of existing structures and installation of utilities/frontage
improvements and last for approximately two months and home buildings to follow. Frontage
improvements and off-site construction will cause minor disruption to traffic along NE th Street. These
frontage improvements will include; off-site drainage connections1 sewer connection 1 water connection,
paving, curb/gutter and sidewalk/landscaping.
Hours of operation: 7:00 A.M. to 4:00 P. M, Monday through Friday or as otherwise allowed by the City
of Renton. Special hours: No special hours are necessary to complete construction. Weekend work
may be necessary to be scheduled for completion; this will be determined by owner, contractor and City
of Renton.
Proposed Hauling/Transportation routes: Materials and labor to the site are proposed off of the
private access road along the east side of the property via NE 7'' St. from Monroe Ave. Vehicle parking
and backfill material storage are proposed to be on-site.
Measures to minimize construction activities: NE 7th will or could possibly need to be closed for a
portion of the off-site improvements and will be evaluated as part of the traffic control plan.
Preliminary Traffic Control Plan: Coordination with the City of Renton staff will be necessary to
minimize disruption to traffic on NE 7'" 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 installed prior to any construction activities.
RECEIVE[)
NOV 1220i3
CHY OF RENTON
PLA.NNif\/C D.",JiSIO~\
DECCIO Engineering
'I
17217 71h Avenue w.
Botllell, WA. 98012
(206)~374
zV-,Lot Short Plat
Modified Drc1inage Design
Report, SWPP Report & O&M
Manual
Property Location:
3402 NE 7th Street
Renton, Washington
June 4, 2012
RECEIVED
Nov 1 2 ?'''" _ [.i 1,j
ZK Short Plat
MODIFIED TIR REPORT
TABLE OF CONTENTS
' •
Page
Int rod uction ............................................................................................... : ...... , .... , .... , .. "" ................. · · 2
TIR Section I: Project Overview .................................................................................................... 2
TIR Section II: Preliminary Conditions Summary ........................................................................ 2
TIR Section Ill: Off-Site Analysis ..................................................................................................... J
TIR Section IV: Detention Analysis and Design ................................. , ............................................ 3
TIR Section V: Convevance System and Water Quality Analysis and Design ............................ 3
On-Site Conveyance Systems ............................................................................................................... 3
TIR Section VI: Special Reports and Studies .................................................................................. 4
TIR Section VII: Basin and Community Plan Areas ....................................................................... 4
T[R Section VIII: Other Permits ....................................................................................................... 4
TIR Section IX: Erosion/Sedimentation Control Design ................................................................ 4
SWPPP Narrative ................................................................................................... S
TIR Section X: Bond Quantities Worksheet, Retention/Detention Facility Summary Sheet
and Declaration ofCovenant ................................................................................. 6
TIR Section XI: Maintenance and Operations Manual .................................................................. 6
Appendi, A. "Level I Downstream Drainage Report and Conceptuai Drainage Design Calculations"
Introduction
rhis report has been prepared at the request of Meydenbauer Properties in support of a 4-lot short plat.
The subject property is located at 3402 NE 7'h Street. Renton, King County WA. (Tax Parcel No. 801110-
0025)
This TIR Report has been prepared to addresses the core requirements I through 7 (Section 1.2.1 • 1.2. 7)
of the 1990 King County Surface Water Design Manual (KCSWM) per requirements of the City of
Renton. We have prepared this report using the Technical Infonnation Report (TIR) Sections I through
11 in Section 2.3.l of the 1990 King County Surface Water Design Manual.
TIR Section I
Project Overview
The subject property is located at the north side ofNE 7'" Street, in the Renton Highlands area. The total
site is 0.66 acres in size and will be sub-divided into four residential lots. The property is located 3402
NE 7'h Street, Renton, King County WA.
Existing Site Conditions: The existing site is 0.66 acres in size and contains one single family home,
patio, garage and graveled driveway and parking. The sire contains trees around the perimeter and the site
slopes for west to east with slopes around 2 percent. (See Figure 2A: Existing Site Conditions)
Developed Site Conditions: Once the site is developed it will contain a total of four lots. All four lots
will be approximately 7,200 sf in size. Proposed site improvements will consist of removal of the existing
structures and the addition of four new single family dwellings with attached garages, new 20-foot wide
access driveway and 6-foot wide bioswale/filter strip for water quality.
Frontage improvements including cubs, gutters and s-walks will be required the north side of NE 7•h
Street ..
Note: No Detention was required per the approved "Level I Downs/ream Drainage Reporl and
Conceptual Drainoge Design Ca/cu/aiions" prepared by Baima & Holmberg Jnc for preliminary
approval. (See Appendix B)
ZK Short Plat
June 1,2012 Technical Information Report
Page 2
TIR Section II
Preliminary Conditions Summary
The site engineering issues contained in the "Administrative Short Plat Report and Decision" dated April
2 2008 have been addressed in the Site Improvements Plans and this repon as follows: ,
• Address 1990 King County Surface Water Design Manual Core Requirements I through 7.
• No Detention required per the approved "Level I Downstream Drainage Report and
Conceptual Drainage Design Calculations" (See Appendix B)
• lntemal access driveway to be 20 foot paved with hammerhead turnaround.
• Water quality to be provided by combined bio-swalelfilter strip
The on and off-site soils have been identified as Arnets-Alderwood Soils according to SCS Soil Survey
for King County, which is Type "C" in SCS hydrologic soil groups.
TIR Section III
Off-Site Analysis
See Appendix B for the approved Level I Downstream Analysis
TIR Section IV
Detention Analysis and Design
The SBUH hydraulic analysis contained in the approved "Level 1 Downstream Drainage Report and
Conceptual Drainage Design Calculations·• (See Appendix B) showed the increase in I 00-year peak
flows between the pre and post developed conditions were less than 0.5 cfs. Therefore, detention is
required per the 1990 KCSWDM
TIR Section V
Conveyance System and
Water Quality Analysis and Design
CONVEYANCE & WATER QUALITY SYSTEM DESCRIPTION:
The runoff from the driveway will be allowed to sheet flow of the side of the pavement where it is
intercepted and treated by the combined bio-swale/filter strips and conveyed south to the street's storm
drainage system.
The I 00-yeardeveloped flows calculated in the "level I Downstream Drainage Report andConceplual
Drainage Design Calculations·· for the site are 0.56 cfs. Therefore, 6-foot "ide bioswale and the 12-inch
storm pipe with capacities of well over 2.5 cfs, are more than adequate to handle the flows.
ZK Shon Plat
June I, 2012 Technical Infonnarion Report
Page 3
None Required
None Known
Not applicable
TIR Section VI
Special Reports and Studies
TIR Section VII
Basin and Community Plan Areas
TIR Section VIII
Other Permits
TIR Section IX
Erosion/Sedimentation Control Design
Stormwater Pollution Prevent Plan SWPPP
The proposed project will require only minimal erosion and sedimentation control. The area requires only
limited clearing. All exposed areas will be required to be seeded and mulched directly after construction.
The disturbed areas around the house and access driveway will be seeded and mulched to prevent erosion.
The following are BMP measures to limit adverse impact upon the off-site drainage system:
• filter fabric fences, as required
• Limited clearing area
• Rock construction entrance pad
• Tree protection
• Graveling/paving of access driveway immediately upon reaching final sub-grade.
• Catch Basin Protection
• Seeding and mulching of any ditches and slopes
• Limited months of construction
ZK Short Plat Modified Drainage Report
June 4, 2012 Page 4
THE 12 ELEMENTS OF A CONSTRUCTION SWPPP
I. Preserve Vegetation/Mark Clearing Limits: The clearing limits are indicated on the plan sheet.
Furthennore, clearing and grading will be limited to only areas that need 10 be disturbed for
gradinglconslruclion of the road surface to preserve as much natural vegetation as possible. Field
marking the clearing limits shall be completed prior to clearing and grnbbing activities.
BMP's: Preserve Natural Vegetation (VEG)
Field Marking Clearing Limits (CL)
2. Establish Construction Access: Access to the construction site shall be limited to the rock
construction entrance. The construction entrance shall be extend~d to provide access to the
construction vehicle/equipment staging and employee parking areas.
BMP's: Stabilized Construction Entrance (CE)
3. Control of Flow Rates: Storm water detention: No detention is proposed for the site since the
increase in volume is less than 0.27-precent.
4. Installation of Sediment Controls: Sediment contrOI will be provided through a combination of
filtration through the surround on-site vegetation, filter fence, straw bails,
BMP's: Silt Fence (FF) Straw bails (SB) (as required)
5. Soils Stabilization: Temporary and permanent soil stabilization will be provided. Temporary
stabilization will be provided through the application of straw and/or plastic sheeting to exposed,
worked earth. From October I until April 30, no exposed soil may remain exposed and unworked for
more than two days; after May I, no exposed soil may remain exposed and unworked for more than
seven days.
BMP's: Straw Covering, Plastic Sheeting, Hydroseeding
6. Slope Protection: Slopes shall be protected from erosion through cover and prevention of
concentrated surface runoff nows.
BMP's: Straw Covering Plastic Sheeling,
7. Protection of Permanent Drain Inlets: Inlet protection will pe provided for all catch basins.
BMP's: Inlet Protection (IP).
8. Stabilization of Channels aod Outlets: All channel slopes shall be constructed and prolected
against erosion in accordance with King County.
BMP's: Rip Rap (Quarry Spalls), Straw Bales (As required)
9. Pollutant Control: Pollutants shall be controlled as described in the Potential Pollutants section of
this SWPPP.
I 0. Dewatering Control: De-watering: Interception of the water table is not expected to occur, even if
there is an increase in precipitation. However, should ground water flows be encountered, the flows
can be directed to on site native vegetation for cleanup.
BMP's: NatiYe vegetation (As Required)
11. BMP Maintenance: All BMP's and SWPPP elements shall be inspected daily and maintained as
required.
12. Project Management: The project shall be managed in a cooperative effort by the project manager,
c~ntractor, engineer, and the county inspector. During the construction process, if unforeseen issues
arise that cannot be resolved on site, construction activity (other than SW PPP maintenance) shall be
halted and the county inspector and the project engineer are to be contacted and informed of the
situation. The Erosion Control Lead is Richard Deccio P.E.
ZK Short Plat
Juno 4, 2012 Modified Drainage Report
Pago S
Not Required
TIR Section X
Bond Quantities Worksheet,
Retention/Detention Facility Summary Sheet and
Dec Iara ti on of Covenant
TIR Section XI
Maintenance and Operations Manual
Maintenance of all proposed drainage facilities is the responsibility of the property owner.
The drainage system is fairly simple and consists of the following:
• l 2-inch storm pipes,
• Bio-filtration swale
The runoff from the driveway will be allowed to sheet flow of the side of the pavement where it is
intercepted and treated by the combined bio-swale/filter strips and conveyed south to the street's storm
drainage system.
ZK Short Plat
June 4. 2012 Modified Drainage Report
Page 6
Maintenance
Component
Pipes
Open Ditches
Side Slopes
ZK Short Plat
June 4, 2012
Con..eyance Systems (Pipes & Ditches)
Derect Conditions When
Maintenance is Needed
Sediment and Accumulated sediment that
Debris exceeds 20% of the diameter of
the pipe.
Vegetation Vegetation that reduces free
movement of water through
pipes.
Damaged Protective coating is damaged;
rust is causing more than 50%
deterioration to any part of pipe.
Any dent that decreases the
cross-section area of pipe by
more than 20%.
Trash and Debris Trash and debris exceeds I
cubic foot per J .000 square feet
of ditch and slopes.
Sediment Accumulated sediment that
exceeds 20% of rhe design
depth.
Vegetation Vegetation that reduces free
movement of water through
ditches.
Erosion Eroded damage over 2 inches
deep where cause of damage is
sri l I present or where there is
potential for continued erosion.
Results Elpected When
Mai11tenance is Performed
Pipe clt":.1.ned of all sediment and
debris.
AU vegetation removed so water
tlov.~ frC"ely through pipes.
Pipe repaired or replaced.
Pipe repaired or replaced.
Trash and debris cleared from
ditches.
Di1ch c!eaned/tlushed of all
sediment and debris so rhat
matches design.
Water nows freely through
ditches.
Slopes should be stabilized by
using appropriate erosion
control measure(s): e.g., rock
reinforcement, planting of grass,
compaction.
Modified Drainage Report
Page 7
Maintenance
Component
General
Trees and
Shrubs
ZK Short Plat
June4,2012
Defect
Weeds (Non-
poisonous)
Safety Hazard
Trash or Litter
Damage
Grounds (Landscaping)
Conditions When
Maintenance is Needed
Weeds growing in more than
200/o of the landscaped area
(trees and shrubs only).
Any presence of poison ivy or
olher poisonous vegetation.
Paper, can, bottles, rotalin.g more
than 1 cubic foot within a
landscaped area (trees and
shrubs only) of 1,000 square
feet
Umbs or parts of rrees or shrubs
thar are split or broken which
affect more than 25% of the total
foliage of the tree or shrub.
Trees or shrubs that have been
blown down or knocked over,
Trees or sh.rubs which are not
adequately supported or are
leaning over, causing exposure
of the roots.
Results E,pect<d When
M;:aintenao('e is Performed
Weeds prcsenl in !ess than 5%
of the landscaped area.
No poi""onous vegetation present
in a lands.caped area.
Ar::a ckar of litter.
Trees and shrubs. with less. than
5% of the total foliage with split
or broken limbs.
Trees or shrub in place free of
injury.
Tr~e or ':thrub in place and
adequately supported; remove
any Jitad or diseased trees.
Modified Drainage Report
Page 8
Maintenance
Component
Pipes
Open Ditches
Side Slopes
ZK Short Plat
June 4, 2012
Con~·eyance Systems (Pipes & Ditches)
Defect
Sediment and
Debris
Vegetation
Damaged
Trash and Debris
Sediment
Vegetation
Erosion
Conditions When Maintenance is
Needed
Accumulated sediment that exceeds 20%
of the diameler of the pipe,
Vegeration that reduces free movement of
water through pipes.
Protective coating is damaged; rust is
causing more than 50% deterioration to
any part of pipe.
Any dent that decreases the cross-section
area of pipe by more than 20%.
Trash and debris exceeds I cubic foot per
1,000 square feet of ditch and slopes.
Accumulated sediment that exceeds 20%
of the design depth.
Vegecation that reduces free movement of
water through ditches.
Eroded damage over 2 inches deep where
cause of damage is sti 11 present or where
there is potential for continued erosion.
Results £.,peeled When
Maintenance is Perrormed
Pipe cleaned of all sediment
and debris.
AH vegetation removed so
water flows lreely through
pipes.
Pipe repaired or replaced.
Pipe repaired or replaced.
Trash and debris cleared
from ditches.
Ditch cleaned/llushed of all
sediment and debris so that
matches design.
Water llows freely through
ditches.
Slopes should be stabilized
by using appropriate erosion
control measure(s); e.g., rock
reinforcement? planting of
grass, compaction.
Modified Drainage Report
Page 9
Appendix A
"Level I Downstream Drainage Report and Conceptual Drainage Design
Calculations" prepared by Baima & Holmberg Inc
ZK Short Plat
June 4, 2012 Modiried Drainage Report
Page JO
ZK Short Plat
June 4, 2012
Modified Drainage Report
Page I I
BAiMA & HOU,lBERG liK
LEVEL l DOWi'oSTREAM DRAINAGE REI'< 1RT
and
CONCEPTUAL DRAINAGE DESIGN CALCLL~ r!ONS
for
ZK Short Plat
December 26, 2007
/~ 3/J'l/oB'
Baima & Holmberg, Inc. Job No. 2602-001
Prepared For
Chris Pressey
P.O. Box 40173
Bellevue, WA 98015
Site Address·
King Co. Tax Parcel
Project Overview
3402 NE 7"' Street
8CI 110-0025
• This project involves the development of0.66-acre parcel into fou, single-fam1ly lots
The site is located at 3402 NE 7'' Street. in the Renton f!ighlcrnds .1,ea. In the existing
conditions, the site has a single-family residence with detachtd ~,11,tge, gra1,1d driveway,
lawn with trees. The si!e sloped down to the southeast at ahour 1" :i w 5~·'0. P~r ihe SCS
Soil Survey maps. the site is underlain with Amcts~Alderwood s,,t.i---s.andy to.am over
glacial till (.
Level I Downstream Drainage Analysis
In general, the sjte drains southeast to a grassed and landscaped k,,\ area on the adjacent
parcel to the east, adjacent to ,he north side of ,he NE 7'" Stree, R \\' (AJ. The low area
drains south through an 8" storm line connecting the low area tu a C l3 on the wuth side
of NE 7"' Street. The storm system flows west ( 12") then south along Newport Court
NE, an into a swrmwater vault within the Newport Court NE (B). c.bout 450'
downstream from the site. The vault discharges east through a 12·· C ll/pipe system (C},
then south between houses to the NE 7'h Place R/W (D). continu111 6 south to the
imersec,ion of Olympic Avenue NE and NE 6"' Street (E), ahow 650' downstream from
the site. The CB/pipe system continues south along Olympic Awnuc NE. through the
intersection of Olympic A venue NE and NE 6:h Place {F)~ about <1111)ther 300' where
pipe size increases ro 24"_ The CB/pipe system continues flowinJ:? .:.outh, thr::n east7 then
south where it enters an apartment complex (f/ill Top Apartmems)IG), at about 1450'
downstream from the site. The storm system continues south then west rhrough the
apartment complex, then discharging into the sronn system in Mo1~roe Avenue NE (H),
about Y.. mile do-wnstream from the site. There are no apparent cap,1,.:ity or t1ooding
problem~ along lhis downstream dralnageway.
Proposed Drainage Controls
SBUH hydrological analysis included shows that the increase in the I 00-year runoff
peak due to developing the site is Jess than 0.5 cfs. Per the 1990 Kl'SWDM, detention
is not required. Because the sire will have greater that 5,000 cu-ft ufnew paving, water
quality control of the storm water runoff is required. A hioswal< "ill pro1·1de the
required water quality control.
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BAIMA & HOLMBERG, INC.
100 front Sleet South
ISSAQUAH, WASHINGTON 98027-38! 7
(425) 392-0250 FAX (425) 391-3055
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DECCIO Engineering
'I
17217 71h Avenue W.
Bothell, WA. 98012
(206) 390-8374
zV-,Lot Short Plat
Modified Drainage Design
Report, SWPP Report & O&M
Manual
,-·
Property Location:
3402 NE 7th Street
Renton, Washington
June 4, 2012
ZK Short Plat
MODIFIED TIR REPORT
TABLE OF CONTENTS
l
I
Page
Introduction ...•.......•.......................•....•..•....•••••.•....••.••.•.••...••.•..•....•..•........ ' .................•..•........•.......••.•. 2
TIR Section I: Project Overview .................................................................................................... 2
TIR Section II: Preliminary Conditions Summary ........................................................................ 2
TIR Section III: Off-Site Analysis ..................................................................................................... 3
TIR Section IV: Detention Analysis and Design ................................. , ............................................ 3
TIR Section V: Conveyance System and Water Quality Analysis and Design ............................ 3
On-Site Conveyance Systems ................................................................................................................ 3
TIR Section VI: Special Reports and Studies .................................................................................. 4
TIR Section VII: Basin and Community Plan Areas ....................................................................... 4
TIR Section VIII: Other Permits ....................................................................................................... 4
TIR Section IX: Erosion/Sedimentation Control Design ................................................................ 4
SWPPP Narrative ................................................................................................... S
TIR Section X: Bond Quantities Worksheet, Retention/Detention Facility Summary Sheet
and Declaration of Covenant ................................................................................. 6
TIR Section XI: Maintenance and Operations Manual .................................................................. 6
Appendii A. "Level I Downstream Drainage Report and Concepluai Drainage Design Calculations••
Introduction
rhis report has been prepared at the request of Meydenbauer Properties in support of a 4-lot short plat.
The subject property is located at 3402 NE 7•h Street, Renton, King County WA. (Ta., Parcel No. 801110-
0025)
This TIR Report has been prepared to addresses the core requirements I through 7 (Section 1.2.1 -1.2. 7)
of the 1990 King County Surface Water Design Manual (KCSWM) per requirements of the City of
Renton. We have prepared this report using the Technical Information Report (TIR) Sections I through
I I in Section 2.3. I of the 1990 King County Surface Water Design Manual.
TIR Section I
Project Overview
The subject property is located at the north side of NE 7"' Street, in the Renton Highlands area. The total
site is 0.66 acres in size and will be sub-divided into four residential lots. The property is located 3402
NE 7'h Street, Renton, King County WA.
Existing Site Conditions: The existing site is 0.66 acres in size and contains one single family home,
patio, garage ar.d graveled driveway and parking. The site contains trees around the perimeter and the site
slopes for west to east with slopes around 2 percent. (See Figure 2A: Existing Site Conditions)
Developed Site Conditions: Once the site is developed it will contain a total of four lots. All four lots
will be approximately 7,200 sf in size. Proposed site improvements will consist of removal of the existing
structures and the addition of four new single family dwellings with attached garages, new 20-foot wide
access driveway and 6-foot wide bioswaleifilter strip for water quality.
Frontage improvements including cubs, gutters and s-walks will be required the north side of NE 7'h
Street. .
Note: No Detention was required per the approved "Lewi I Downs/ream Drainage Reporl and
Conceptual Drainage Design Ca/cu/a1ions" prepared by Baima & Holmberg Inc for preliminary
approval. (See Appendix B)
ZK Shor1 Plat
June I, 2012 Technical lnfonnation Report
Page 2
TIR Section II
Preliminary Conditions Summary
The site engineering issues contained in the "Administrative Short Plat Report and Decision" dated April
2 2008 have been addressed in the Site Improvements Plans and this report as follows: '
• Address 1990 King County Surface Water Design Manual Core Requirements I through 7.
• No Detention required per the approved "Level I Downstream Drainage Report and
Conceptual Drainage Design Calculations" (See Appendix B)
• !ntemal access driveway to be 20 foot paved with hammerhead turnaround.
• Water quality to be provided by combined bio-swale/filter strip
The on and off-site soils have been identified as Arnets-Alderwood Soils according to SCS Soil Survey
for King County, which is Type "C" in SCS hydro logic soil groups.
TIR Section III
Off-Site Analysis
See Appendix B for the approved Level 1 Downstream Analysis
TIR Section IV
Detention Analysis and Design
The SBUH hydraulic analysis contained in the approved "level I Downs/ream Drainage Report and
Conceplual Drainage Design Calculations" (See Appendix B) showed the increase in I 00-year peak
flows between the pre and post developed conditions were less than 0.5 cfs. Therefore, detention is
required per the 1990 KCSWDM
TIR Section V
Conveyance System and
Water Quality Analysis and Design
CONVEYANCE & WATER QUALITY SYSTEM DESCRIPTION:
The runoff from the driveway will be allowed to sheet flow of the side of the pavement where it is
intercepted and treated by the combined bio-swaleifilter strips and conveyed south 10 the street's storm
drainage system.
The I 00-year developed tlows calculated in the "level I Downstream Drainage Report andConcepiUa/
Drainage Design Calculalions" for the site are 0.56 cfs. Therefore, 6-foot "ide bioswale and the 12-inch
storm pipe with capacities of well over 2.5 cfs, are more than adequate to handle the tlows,
ZK Short Plat
June 1,2012 Technical Information Report
Page J
None Required
None Known
Not applicable
TIR Section VI
Special Reports and Studies
TIR Section VII
Basin and Community Plan Areas
TIR Section VIII
Other Permits
TIR Section IX
Erosion/Sedimentation Control Design
Stormwater Pollution Prevent Plan SWPPP
The proposed project will require only minimal erosion and sedimentation control. The area requires only
limited clearing. All exposed areas will be required to be seeded and mulched directly after construction.
The disturbed areas around the house and access driveway will be seeded and mulched to prevent erosion.
The following are BMP measures to limit adverse impact upon the off-site drainage system:
• filter fabric fences, as required
• Limited clearing area
• Rock construction entrance pad
• Tree protection
• Graveling/paving of access driveway immediately upon reaching final sub-grade.
• Catch Basin Protection
•
•
Z K Short Plat
June 4, 2012
Seeding and mulching of any ditches and slopes
Limited months of construction
Modified Drainage Report
Page 4
THE 12 ELEMENTS OF A CONSTRUCTION SWPPP
I. Preserve Vegetation/Mark Clearing Limits: The clearing limits are indicated on the plan sheet.
Furthennore, clearing and grading will be limited to only areas that need to be disturbed for
grading/construction of the road surface to preserve as much natural vegetation as possible. Field
marking the clearing limits shall be completed prior to clearing and grubbing activities.
BMP's: Preserve Natural Vegetation (VEG)
Field Marking Clearing Limits (CL)
2. Establish Construction Access: Access to the construction site shall be limited to the rock
construction entrance. The construction entrance shall be extended to provide access to the
construction vehicle/equipment staging and employee parking areas.
BMP's: Stabilized Construction Entrance (CE)
3. Control of f"low Rates: Storm water detention: No detention is proposed for the site since the
increase in volume is less than 0.27-precent.
4. Installation of Sediment Controls: Sediment control will be provided through a combination of
filtration through the surround on-site vegetation, filter fence, straw bails,
BMP's: Silt Fence (FF) Straw bails (SB) (as required)
5. Soils Stabllization: Temporary and pennanent soil stabilization will be provided. Temporary
stabilization will be provided through the application of straw and/or plastic sheeting to exposed,
worked earth. From October I until April 30, no exposed soil may remain exposed and unworked for
more than two days; after May I, no exposed soil may remain exposed and unworked for more than
seven days.
BMP's: Straw Covering, Plastic Sheeting, Hydroseeding
6. Slope Protection: Slopes shall be protected from erosion through cover and prevention of
concentrated surface runoff flows.
BMP's: Straw Covering Plastic Sheeting,
7. Protection of Permanent Drain Inlets: Inlet protection will pe provided for all catch basins.
BMP's: Inlet Protection (IP).
8. Stabilization of Channels and Outlets: All channel slopes shall be constructed and protected
against erosion in accordance with King County.
BMP's: Rip Rap (Quarry Spalls), Straw Bales (As required)
9. Pollutant Control: Pollutants shall be controlled as described in the Potential Pollutants section of
this SWPPP.
l 0. Dewatering Control: De-watering: Interception of the water table is not expected to occur, even if
there is an increase in precipitation. However, should ground water flows be encountered, the flows
can be directed to on site native vegetation for cleanup.
BMP's: Native vegetation (As Required)
11. BMP Maintenance: All BMP's and SWPPP elements shall be inspected daily and maintained as
required.
12. Project Management: The project shall be managed in a cooperative effort by the project manager.
contractor, engineer, and the county inspector. During the construction process, if unforeseen issues
arise that cannot be resolved on site, construction activity (other than SWPPP maintenance) shall be
halted and the county inspector and the project engineer are to be contacted and infonned of the
situation. The Erosion Control Lead is Richard Deccio P.E.
ZK Short Plat
June 4, 2012 Modified Drainage Report
Page 5
Not Required
TIR Section X
Bond Quantities Worksheet,
Retention/Detention Facility Summary Sheet and
Declaration of Covenant
TIR Section XI
Maintenance and Operations Manual
Maintenance of all proposed drainage facilities is the responsibility of the property owner.
The drainage system is fairly simple and consists of the following:
• 12-inch storm pipes,
• Bio-filtration swale
The runoff from the driveway will be allowed to sheet flow of the side of the pavement where it is
intercepted and treated by the combined bio-swale/filter strips and conveyed south to the street's storm
drainage system.
ZK Short Plat
June 4. 2012 Modified Drainage Report
Page 6
Maintenance
Component
Pipes
Open Dhches
Side Slopes
ZK Short Plat
June 4, 2012
Conveyance Systems (Pipes & Ditches)
Defect Conditions When
Maintenance is Needed
Sediment and Accumulared sediment that
Debris exceeds 20% of the diameter of
the pipe.
Vegetation Vegetation that reduces free
movement of water through
pipes.
Damaged Protective coating is damaged;
rust is causing more rhan 50%
deterioration to any pan of pipe.
Any dent that decreases the
cross•section area of pipe by
more than 20%.
Trash and Debris Trash and debris e,ceeds l
cubic foot per 1,000 square ft:et
of ditch and slopes.
Sediment Accumulated sediment that
exceeds 20% of the design
depth.
Vegetation Vegetation that reduces free
movement of water through
ditches.
Erosion Eroded damage over 2 inches
deep where cause of damage is
sri JI presenr or where there is
potential for continued erosion.
Results Expected When
Maintenance is Performed
Pipe cle;med of all sediment and
debris.
All vc-gelation removed so water
flO\,..s ir..:ely lhrough pipes.
Pipe repaired or replaced.
Pipe repaired or replaced.
Trash and debris cleared from
dirches.
Dicch cleaned/nushed of au
sediment and debris so that
matches design.
Water nows freely through
ditches.
Slopes should be stabilized by
using appropriate erosion
control measure(;): e.g .• rock
reinforcement, planting of grass,
compaction.
Modified Drainage Report
Page 7
Maintenance
Component
General
Trees and
Shrubs
ZK Sho11 Plat
June 4, 2012
Defect
Weeds (Non-
poisonous)
Safety Hazard
Trash or Liner
Damage
Grounds (Landscaping)
Conditions When
!\-'1aintenance is Needed
Weeds growing in more 1han
200/o of1he landscaped area
(rrees and shrubs only).
Any presence of poison ivy or
other poisonous vegetation.
Paper, can, bottles, totaliDg more
than I cubic foot within a
landscaped area (trees and
silrubs only) of 1,000 square
feer.
Limbs or parts of trees or shrubs
that are split or broken which
affect more than 25% of the total
foliage of the O'ee or shrub.
Trees or shrubs that have been
blown down or knocked over.
Trees or shrubs which are not
adequately supported or are
leaning over, causing exposure
of the roots.
Results E,pecled When
Mainrenanl't is Ptrformed
Weeds present in less than 5%,
of rhe-landscaped area.
No poi,;onous vegeration present
in a landscaped area.
Area clear of litter.
Trees and shrubs with less than
51'.l/o of the torn! foliage with splil
or broken limbs.
Trees ur shrub in place free of
injury.
Tree or shrub in place and
adequatdy supported; remove
any de-ad or diseased trees.
Modified Drainage Report
Page 8
.Maintenance
Component
Pipes
Open Ditches
Side Slopes
ZK Short Plat
June 4, 2012
Conveyance Systems (Pipes & Ditches)
Defttt
Sediment and
Debris
Vegetation
Damaged
Trash and Debris
Sediment
Vegetation
Erosion
Condition, When Maintenance is
Needed
Accumulated sediment that exceeds 20%
of the diameter of the pipe.
Vegeration that reduces free movement of
water through pipes.
Protective coating is damaged; ruse is
causing more than 50% deterioration to
any part of pipe.
Any dent that decreases the cross•sect ion
area of pipe by more than 20%.
Trash and debris exceeds 1 cubic foot per
1,000 square feet of ditch and slopes.
Accumulated sediment that exceeds 20%
of the design depth.
Vegetation that reduces free movement of
water through ditches.
Eroded damage over 2 inches deep where
cause of damage is still present or where
there is potential fur continued erosion.
Results £1pected \\'hen
Mainten~nce is Performed
Pipe cleaned of all sediment
and debris.
All vegetation removed so
water tlows rreely through
pipes.
Pipe repaired or replaced.
Pipe repaired or replaced.
Trash and debris cleared
from ditches.
Ditch cleaned/tlushed of alt
sediment and debris so that
matches design.
Water flows freely through
ditches.
Slopes should be stabilized
by using appropriate erosion
control measure(s): e.g., rock
reinforcement, planting of
grass, compaction.
Modiftt:d Drainage Report
Page 9
Appendix A
"Level I Downstream Drainage Report and Conceptual Drainage Design
Calculations" prepared by Baima & Holmberg Inc
ZK Short Plat
June4,20!2 Modified Drainage Report
Page JO
ZK Shon Pla1
June 4, 2012
Modified Drainage Report
Page 11
8Alb,1A & HOU,lBERG HK
LEVEL I DOWNSTREAM DRAINAGE RFl'ORT
and
CONCEPTUAL DRAINAGE DESIGN CALCLL.\TI01'S
for
ZK Stio rt Plat
December 26, 2007
/~ 3/n/oir
Baima & Holmberg, Inc. Job No. 2602-001
Prepared For
Chri, Pres,ey
P.O. Bo, 40173
Bellevue, WA 98015
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Site Address:
King Co. Tax Parcel
Project Overview
3402 NE 71
" Street
8C 1110-0025
• This project involves the development of0.66-acre parcel into fou, ,ingle-family lots.
The site is located at 3402 NE 7" Street, in the Renton flighLrnds .ii<a. In the existing
conditions, the site has a single-family residence with detached i,1r.tge, gra\.e! driveway,
lawn with trees_ The si1e sloped down lO the southeast at about 1" J 10 5%. Per 1he SCS
Soil Survey maps. the site is underlain with Amcts~Alden..11o()d s.-·1i!-sandy loam O\'er
glacial till . I
Level I Downstream Drainage Analysis
In general, the site drains southeast to a grassed and landscaped lo\\ area on the adjacent
parcel to the east, adjacent to the nonh side of the NE 7'' Street R W (A). The low area
drains south through an&" storm line connecting the low area to a CB on the south side
of NE 7~ Street. The storm system flows west ( 12") then south a lung Nev,porl Court
NE, an into a stormwater vault within the Newport Coun NE (B). ,\bout 450'
downstream from 1he site. The vault discharges east through a I 2' OJ/pipe system (C),
then south between houses to the NE 7'h Place R/W (D), cominu,ng south to the
intersection of Olympic Avenue NE and NE 6"' Street (E), about 650' downstream from
the site. The CB/pipe system continues south along Olympic Awnuc NE, 1hrough the
Intersection of Olympic Avenue NE and NE 61h Place (F). aboul another JOO' where
pipe siu increases ro 24 ... The CB/pipe system continues flowinJ south~ then c:ast, then
south where it enters an apartment complex (Hill Top Apanm~nt3)(G), at about 1450'
downstream from the sHe. The storm system continues south then west rhrough the
apartment complex, then discharging into the storm system in Monroe Avenue NE (H).
about V:i mile downstream from the site. There are no apparent c-ap,H: ity or flooding
problems along this downstream drainageway.
Proposed Drainage Controls
Sl:IUH hydrological analysis included shows that the increase in ,he 100-year runoff
peak due to developing rhe site is less than 0.5 cfs. Per the 1990 KCSWDM, detention
is no, required. Because the site will have greater that 5.000 cu.ft 1.1f new paving, water
quality control of the storm water runoff is required. A hioswale ""ill pro,·ide the
required water quality control.
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BAIMA & HOLMBERG, INC.
lOO Front Steet South
ISSAQUAH, WASHINGTON 98027-3817
(425) 392-0250 FAX (425) 391-3055
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DENSITY
WORKSHEET
City of Renlori Planning Division
1055 South Grady Way-Renton, WA 98057
Pl1one: 425-430-7200 Fax. 425-430-723;
1. Gross area of property: 1. 28 661
2. Deductions: Certain areas are excluded from density calculations.
These include:
Public streets**
Private access easements**
Critical Areas•
~---square feet
_§.667 _ square feet
___ square feet
square feet
Total excluded area: 2. ___ 6,667 ___ square feet
3. Subtract line 2 from line 1 for net area: 3. 21,994 square feet
4. Divide line 3 by 43,560 for net acreage: 4. 0.5049 acres
5. Number of dwelling units or lots planned: 5. units/lots ------4
6. Divide fine 5 by line 4 for net density: 6. 7.92 = dwelltng units/acre
*Critical Areas are defined as "Areas determined by the City to be not suitable for
development and which are subject to the City's Critical Areas Regulations
including very high landslide areas, protected slopes, wetlands or floodways."
Critical areas buffers are not deducted/excluded.
•• Alleys (public or private) do not have to be excluded. RECEIVED
NOV 1 2 20(:
C!TY Of "'ENTON
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City of Renton
TREE RETENTION
WORKSHEET
Total number of trees over 6" in diameter1 on project site: 1. _ 30
Deductions: Certain trees are excluded from the retention calculation:
Trees that are dead, diseased or dangerous2
Trees in proposed public streets
Trees in proposed private access easements/tracts
Trees in critical areas3 and buffers
5
Total number of excluded trees: 2. 5
Subtract line 2 from line 1: 3. 25
trees
trees
trees
trees
trees
trees
trees
4. Next, to determine the number of trees that must be retained4, multiply line 3 by:
0.3 in zones RC, R-1, R-4, or R-8
0.1 in all other residential zones
0.05 in all commercial and industrial zones 4. ___ 7._5 ___ trees
5. List the number of 6" or larger trees that you are proposing 5 to retain 4:
5. 7 trees
6. Subtract line 5 from line 4 for trees to be replaced:
(If line 6 is less than zero, stop here. No replacement trees are required)
6. __ o._s ____ trees
7. Multiply line 6 by 12" for number of required replacement inches:
7. 6 inches
8. Proposed size of trees to meet additional planting requirement:
(Minimum 2" caliper trees required) 8. ___ 2 _____ inches
9. Divide line 7 by line 8 for number of replacement trees 6:
per tree
{if remainder is .5 or greater, round up to the next Vvhote number)
9.
1
-Measured at chest height.
___ 3 _____ trees
1 Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or
certified arborist. and approved by the City.
3
-Critical Areas, such as weilands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of
the Renton Municipal Code (RMC).
REC'En1r:· ...
s The City may require modification of the tree retention plan lo ensure retention of the maximLrn number ?Jo • ' i, -··'
trees per RMC 4-4-130H7a V ] 2 /,
4 Count only those tree;; to be retained outside of critical areas and buffers.
s. Inches_ of street trees, inches of trees added to critical areas/buffers, and inches of trees retained c€J!Dit;la_..l
are less than 6" but are greater lhan 2" can be usea IO meet the tree replacement requirement I y Uf . .'
PL,'.J,f\1/\1 .. _ ,,
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H: Div ision/F onmff reeRetent ion Works hcet 1 l/07
PLAT CERTIFICATE
Order No.: 5207116222
Unit:
Date: August 28, 2013 at 8:00 a.m.
Fee:
Sales Tax:
$ 200.00
$ 19.00
Total: $ 219.00
FOR INFORMATION ANO ASSISTANCE ON THIS ORDER CONTACT: LYNNWOOD OFFICE
Stephanie Dvorak, Sr. Title Officer (sdvorak@ortc.com)
Marlene Graber, Sr. Tille Officer (mgraber@ortc.com)
Pam Selle, Sr. Title Officer (pselle@ortc.com)
Tonya Harris, Sr. Title Officer (tharris@ortc.com)
Telephone: (425) 776-4305 Fax: (425) 776-3350
19020 33rd Avenue Wast, Suite 360, Lynnwood Washington 98036
Our staff can assist you with properties in King , Pierce and Snohomish Counties
Reference:
ATTN: CHRIS PRESSEY
CHRIS PRESSEY
P.O. BOX 40173
BELLEVUE, WA 98015
Ladies/Gentlemen:
In the matter of the plat submitted for your approval, the Company (Old Republic National Title Insurance Company)
has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of
the Clerk of the United States Courts holding terms in said County and from such examination hereby certifies that
the title to the following described land, Situate in said King County, to-wit:
Vested in:
CHRIS PRESSEY and BEVERLY PRESSEY, husband and w~e REC·E 1•• 'E·--·-, I ., }
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EXHIBIT"A"
Lot 5, Block 1, STEWART'S HIGHLAND ACRE TRACTS, according to the plat thereof recorded in Volume
43 of Plats, page 17, records of King County, Washington.
SITUATE in the County of King, State of Washington
END OF EXHIBIT "A"
SPECIAL EXCEPTIONS:
1. RIGHTS OF PARTIES IN POSSESSION and claims that may be asserted under unrecorded instruments, if
any.
2. Terms and provisions as contained in an instrument,
Entitled
Executed By
Recorded
Deed
Northern Pacific Railway Company
September 13, 1902 in Official Records under Recording Number
241456
Which, among other things, provides: Reserving and excepting from said lands such as are
now known, or shall hereafter be ascertained, to contain coal or iron, or other minerals and
also the use of such surface ground as may be necessary for mining operations and the right
of access to such reserved and excepted coal and iron or mineral lands, for the purpose of
exploring, developing and working the same.
Reservations were amended by instrument recorded May 28, 1954 under Auditor's File No.
4450143 to read as follows:
Excepting and reserving unto the granter, its successors and assigns, forever, all minerals,
including coal and iron, upon or in said Lands, together with the use of such of the surface
as may be necessary for exploring for and mining or otherwise extracting and carrying away
the same; but the granter, its successors and assigns, shall pay to the present legal owners
or to their heirs, successors or assigns, the market value at the time mining operations are
commenced of such portion of the surface as may be used for such operations, or injured
thereby, including any improvements thereon.
No examination has been made as to the present ownership or encumbrances of the
reserved mineral estate.
3. Covenants, conditions, restrictions, easements, provisions dedications and matters
delineated or disclosed by the plat of Stewart's Highland Acre Tracts; Refer to the plat for
full particulars.
And recorded in Official Records under Recording Number 3640586.
4. GENERAL TAXES, PLUS INTEREST AND PENALTY AFTER DELINQUENT; 1ST HALF
DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1:
Year
Amount Billed
Amount Paid
Parcel No.
Levy Code
Assessed Valuation
Land
Improvements
2013
$3,523.34
$1,761.67
801110-0025-09
2100
$166,000.00
$81,000.00
5. Deed of Trust to secure an indebtedness of the amount stated below and any other amounts
payable under the terms thereof,
NOTE 1:
Amount
Truster/Borrower
Trustee
Beneficiary/Lender
Dated
Recorded
Loan No.
$386,250.00
Chris Pressey and Beverly Pressey, husband and wife
Commonwealth Land Title
Mortgage Electronic Registration Systems, Inc., solely as nominee
for Legacy Group Lending, Inc.
January 9, 2008
January 11, 2008 in Official Records under Recording Number
20080111001227
9107120301
The liability of the Company under this Plat Certificate shall be limited to the amount of actual loss sustained by the
addressee because of reliance upon the information set forth herein, but in no event shall such liability exceed the
fee paid for this Plat Certmcate.
TAM/dr
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. .' h\. "• OW REPUBUC
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Thls map h.:ls beerz copied from the public records llnd is provided solely for the
purpose of assisting In locating the premises. No liabilities are ass.:.imed for
inaccuracies a::ontained herein or for variations, if any, In dimensions, area or
location of the premises or the location of improvements. ascertained by actual
survey.
20070725001453.001
Vr1icn recorded return to~
Mr. and Mrs, Chris Pf'esscy
PO &x401'1:3
Bellevue, WA 98015 11111111111~11111
20070725001453
~:;M~'hj MC ~1.ae
G1a:uor: K;nn L.1,amp
Gian~: Chris Pr-essey 2.00 Beverl}' Pressey
97/ZIS/201' 14:st
KING CtlUNTY , L#I
E2300312
111m1zet1 1a :ze
KDIG COlllTY, 1M
.~ ... , ... 70 $216,i!IBl,N
Statutory Warranty Deed
PAGEl!.I! OF en
THE GRAJITOR Karen L. LQmp! a mRni.:d woman, .as her separate estate fut and in ~tion ofnN
DOLLARS . .\I\'lJ onmll GOOD M"D VALUABLE CONSIDERATION in band paid, ClHlYcyS and
warra®: 10 Chris Prcuey and ,Btverly Press.ey~ bnsb;md •nd l"ifo the following described real esbte, situated
in the County afKing. Statt ofWasbington
Abbre-viaied Le.gal;
Lot 5, Block 1, STEW ART'S HlG~'ID ACRE TRACTS
Tax. Parcel Numher(s): 801110..0015-09
Lot 5, Block I, STEWART'S lllGHLAND ACRE TRACTS. accordini io lheplat thereofrecorde:O in Volume
43 ofPlau, page 11, records ofKmg County, Was.hingtoo.S1l1JAT£ in l_hc COUtlfy ofKing, State ofWuhington
Subject to Exhibit A attached het'ffil aOO made a pttr1 hereof for all pu~e~.
OLD RfPUBUC TITLE lTD. ~ i3Yl,-l(
STATEOF ~W=,sh=wgt=""~--@>_\_~_\ _I [,f err
COUNTY OF King l SS,
I certify that l knaw or have satisfactocy evidence that Kareu L. Lamp ud Nefl Ayers
l."i'B 1-0..0,(i-l}
Par;,: 1 ~fl
20070725001453.002
.... .,
EXHIBIT A
Terms and provlslons as contained In a,n Instrument,
Entitled
. Executed By
Recorded
Deed
Northern Pacific Railway C.ompany
September 13, 1902 in Offidal Records under Recording Number
241456
Which, ·among other things, i:rovldes: Reserving and excepting from said Lands sµc:h as are
now known, or shall hereafter be ascertained, to contain coal or iron, or other minerals and
also Ille use of such surface ground as m;iy be necessary for mlnlng operaHons and the right
of access to such reserved and excepted coal and Iron or mineral lands, for the purpose of
exploring, developing and worklng the same,
Reservations were amended by instrument recorded May 28, 195<\ under Audltor's Ale No.
4450143 to read as follows: ·
Exl;eptlng·and reserving unto the grantor, Its successors and assigns, forever, all rnlnerals,
Including i:bal and Iron, ·upon or In said Lands, together with the use.of such ofthe surface
as may be necessary for exploring for and. mining or otherwise extracting and carrying away
the same; but the grantor, its successors and assigns, shall pay to the present legal owners
or to their heirs, succe;sors or assigns, the market value at the time. mining operations are .
. commenced of such portion of the surface as may be used for such operations, or injured
· thereby; inducting any Improvements therron. .
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--
AFFIDAVIT OF INSTALLATION OF
PUBLIC INFORMATION SIGN
City of Renton Planning Division
1055 South Grady Way, Renton, WA 98057
Phone: 425-430-7200 Fax: 425-430-7231
STATE OF WASHINGTON
COUNTY OF KING
Chris Pressey
duly sworn on oath, deposes and says·
or before ..:. iNt.v 67-4 ~
1. On/'{he /:::,, day of Oeteber , 20_!l_, I installed
information sign(s) and plastic flyer box on the property
-~Ol_NE 7th Street for the following project:
ZK Short Plat
Project name
Chris Pressey
Owner Name
being first
1 public
located at
2. 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
locations in conformance with the requirements
Code and the City·s "Public Information Signiy,,Jb•I"
'ton Municipal
SUBSCRIBED AND SWORN to before me this \ $~ day of t}o«f'I W , 20__13__.
---
Notary Public
State of washington
KHURAM M SINDHU
K'nvrc,(Vl -Si~~v
NOTAR PUBLIC in and for the State of Washington,
residing at :!\i'(v;\,, .
My commission expires on 1\v3, '\ l O) L-\ )
My Appointment Expires Aug 3, 2014 I
--
H :\CE D\Da ta \Farms· Temp lat es \Se If. Help H ando11 ts\P] an n 111g\pu b5ign .doc RECEIVE Om
NOV 1 2
cu,
RECEIPT EG00015926
BILLING CONTACT
Chris and Beverly Pressey
PO B0X40173
BELLEVUE, WA 98015
REFERENCE NUMBER FEE NAME
LUA 13-001564 PLAN -Short Plat Fee
Technology Fee
Printed On: 11/12/2013 Prepared By: Elizabeth Higgins
TRANSACTION
TYPE
Fee Payment
Fee Payment
Transaction Date: November 12, 2013
PAYMENT
METHOD AMOUNT PAID
Check #3441 $1,400.00
Check#3441 $42.00
SUB TOTAL $1,442.00
TOTAL $1,442.00
RECEIVED
Nov 12 ZOi!
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