HomeMy WebLinkAboutReport 01Michael Chen
Group MacKenzie
Logan Building
500 Union Street ste: #545
Seattle, WA 98101
tel: (206) 749-9993
eml: mchen@grpmack.com
(contact)
CL & WH Yager
11415 148th Avenue SE
Renton, WA 98056
(owner)
Danielle & David Gould
11273 145th Avenue SE
Renton, WA 98059
(party of record)
PARTIES OF RECORD
BROOKEFIELD III SHORT PLAT
LUA08-060, SHPL-H,ECF,LLA
John L. Smith
Pacific Rim Construction
Po Box 2670
Renton, WA 98056
tel: (206) 730-8989
(applicant)
Patrick & Angeline Anderson
5300 NE 10th Street
Renton, WA 98059
(party of record)
Mark T. Avakian
11465 146th Avenue SE
Renton, WA 98055
(owner)
Tina & Philip Koziol
11279 145th Avenue SE
Renton, WA 98059
tel: (425) 228-1813
(party of record)
Updated: 03/27/09 (Page 1 of 1)
OWN
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DEVELOPMENT P AWN
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.SUN 17 2008
RECEIVE
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Vicinity Map - Brookefield Phase III Short Plat
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The information Included on this map has been compiled by King County staff from a variety or sources and is subject to change without notice. ling
County[y makes rro representaGans or waranties, express or implied, as to accuracy, completeness, timeliness, ar rights to the use of such information.
This det:ument is no intended for use as a survey product. King County shall not be liable far any general, special, indirect, Incidental, or consequential LQ
damages including, but not Iirgted to, lost revenues or lost profits resulting from the use or misuse of the Information contained on this map. Any safe of King County
Ihis mep or information on this map is prohibited except by written permission of ling County.
Dale: 4020043 Source- King County ih1AP - Property information(http:lfwww.metrokc.govlGISAMAP)
OEVELOPMEW PLANNING
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BROOKEFIELD PHASE III
PRELIMINARY SIIORT PLAT
_ A portion of the NE 1/4 of the 1\E 1/4 of Section 10, Township 2i N.,
City of Renton, King County,
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CITY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT
MEMORANDUM
Date: September 13, 2013
To: City Clerk's Office
From: Stacy M Tucker
Subject: Land Use File Closeout
Please complete the following information to facilitate project closeout and indexing by the City
Clerk's Office. a/
Project Name:
Broo field III Short Plat a
LUA (file) Number:
LUA-08-060, ECF, SHPL-H, LLA
Cross -References:
LUA03-003; LUA04-058; LUA08-091
AKA's:
Project Manager:
Gerald Wasser
Acceptance Date:
July 15, 2008
Applicant:
John L. Smith
Owner:
Same as applicant
Contact:
Michael Chen
PID Number:
1023059247; 1137400150; 1023059111
i
ERC Decision Date:
August 18, 2008
ERC Appeal Date:
September 8, 2008
Administrative Denial:
Appeal Period Ends:
Public Hearing Date:
Date Appealed to HEX:
By Whom:
HEX Decision:
Date:
Date Appealed to Council:
By Whom:
Council Decision:
Date:
Mylar Recording Number:
Project Description: Voided due to inactivity
Location:
NE Ilwaco & NE 111h Street
Comments:
3
i
STATE OF WASHINGT ON, COUNTY OF KING }
AFFIDAVIT OF PUBLICATION
NOTICE OF ENVIRONMENTAL
DETERMINATION
ENVIRONMENTAL REVIENV
COMMITTEE.
PUBLIC NOTICE
RENTON, WASHINGTON
The Environmental Review Committee
Linda M Mills, being first duly sworn on oath that she is the Legal
has issued a Determination of Significance
Advertising Representative of the
for the following project underthe authority
of the Renton Municipal Code.
Rrookefield HI Short Plat
LUA08-060, ECF, SHPL-H, LLA
Location: 1055 Lyons Ave NE, 1059
Renton Reporter
Nile Ave NE & 1062 Ilwaco P1 NE.
The applicant requests a Lot Line
Adjustment, Hearing Examiner Approval
of a 6-lot Short Plat, and Environmental
a bi-weekly newspaper, which newspaper is a legal newspaper of
(SEPA) Review of a 120,540 s.f. site.
Proposed lots range in size from 8,395
general circulation and is now and has been for more than six months
s.f. - 13,940 s.f. A Category 2 Wetland
prior to the date of publication hereinafter referred to, published in
and clan 4 stream are present on the
site. The site is coned Residential - 4
the English language continuously as a bi-weekly newspaper in King
dwelling units per acre (R-4). Access
County, Washington. The Renton Reporter has been approved as
would he via Ilwaco PI NE, and Lot 15
a Legal Newspaper by order of the Superior Court of the State of
of the Brookefield Plat (Zoned R-8),
and 2 proposed internal streets. The
Washington for King County.
applicant proposes to use 36,000 c.y. of
The notice in the exact form annexed was published in regular issues
fill material to constructicati building
pods, &utilities. A modiffiication of the
of the Renton Reporter (and not in supplement form) which was
City's street standards is requested to
regularly distributed to its subscribers during the below stated period.
allow 26 ft wide public streets.
The annexed notice, a:
Scoping: Agenicies, affected tribes, and
members of the public will be given an
Public Notice it,
opportunity to comment on the scope of
EIS. Specifically, further notification will
ExeAl�p,rr�`
arding the time, date,
egcoping
Jam; y�0x
la tilonnof meetings to held
_�i�
was published on August 23, 2008. % z Z /y
~
in m the near future. You may comment on
alternatives, mitigation measures, probable
r�0 • tJ 0 !
significant adverse impacts, and Iicenw.; or
other approvals that may be required. Your
_
The full amount of the fee charged for said foregoing publi6�tio,41t#3-�t9: ��
comments must be submitted in writing and
recei
2fl08Ved before 5;00 p nt. on September 29,
the sum of $134.40. i11ttq t
OF NN
environmental
Appebe ofthefiled ore 5 00
innviro on
on September 8, 2008. Appeals must
p.m.
inda M. Mills
be filed in writing together with the required
$75.00 application fee with: Hearing
Legal Advertising Representative, Renton Reporter
Examiner, City of Renton, 1055 south
Subscribed and sworn to me this 27th day of August, 2008.
Grady Way, Renton, WA 98057. Appeals
to the Examiner are governed by City of
Renton Municipal Code Section 4-8-1 10.13.
Additional information regarding the appeal
process may be obtained from the Renton
City Clerk's Office, (425) 430-6510.
lkathy D eg otary Pubific for the State of Washington, Residing
Published in the Renton Reporter on
in Covin ton, Washington
August 23, 2008. 4109658.
P. O. Number:
°� � IIIrFLAFIy
BROOKEFIELD PHASE ITI
PRELIMINARY SHORT PLAT
A portion of the NE 1/4 of the ,� 1/4 of Secticti I0,-ow-nship 23 N. Range 5 Rr,M Building Setbacks
City of Renton, Rc, 90
King "minty, W&Shj lgto7l a cirsrpEfr lio
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Easement Notes
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Page 1
Department of Community
& Economic Development r City of ,Y
1055 South Grady Way
Renton WA 98057-3232
eni
D M yoaw CI Of. AC) .
rf,
Nro�
August 2, 2012 Department of Community and Economic Development
C.E."Chip"Vincent, Administrator
John L. Smith
Pacific Rim Construction
P.O. Box 2670
Renton, WA 98056
SUBJECT: "Final" Notice
Brookefield III ShortPlat / LUA08-060, LLA,:SHPL-H, ECF
Dear Mr. Smith:
The Planning Division of the City of Renton has determined that the above subject,
application is expired- According to -RMC. 4-8-100C.4 — Expiration of Complete Land Use
Applications, the application submitted on June 17, 2008 has been inactive for ninety
.(90) days or more and an administrative decision has not been made acid/or has not.
been reviewed by the Hearing Examiner in a public hearing.
According to our records, an ''On -Hold" notification (enclosed) was mailed on March 13,
2009, stating additional information was necessary in order to,continue processing the
submitted application. As of the date of this letter, the requested information has'riot
been received. Therefore, this is your final notice, if the City of Renton Planning Division
does not receive a written request to continue processing the application and the
requested information within six (6) months of the date of this letter the application
shall be null and void:
If you have any questions, please contact me at (425) 430-7382.
Sincer ,
herald Wasser
Associate Planner
Enclosed: "On -Hold" Letter— dated: March 13, 2009
cc: MarkT.Avakian and C.L. & W.H. Yager/Owner(s)
Danielle & David Gould, Patrick & Angeline Anderson, Tina & Phillip Koziol / Party(ies) of Record
Renton City Hall 1055 South Grady Way Renton, Washington 98057 . rentonwa:gov
Y
CITY OF RENTON
Denis Law, Mayor
March 13, 2009
John L, Smith
Pacific Rim Construction
P.O. Box 2670
Renton, WA 98056
SUBJECT: Brookefield III Short Plat
LUA08-060, LLA, SHPL-H, ECF
"On Hold" Notice
Dear Mr. Smith:
Department of Community and
Economic Development
Alex Pietsch, Administrator
On August 18, 2008 the Environmental Review Committee (ERC) issued a
Determination of Significance (DS) for the above -captioned project. You requested that
the project be placed "on hold" on August 21,. 2008 pending a re-evaluation of the
proposed grading plan and the amount of fill material proposed for the project. At the
applicant's request the project was taken "off hold" on November 3, 2008. A request was
made for reconsideration of a revised grading plan with a reduced amount of fill material
totaling 15,000 cubic yards.
The Environmental Review Committee reconsidered the revised proposal at its meeting
of November 10, 2008. On November 1.0, 2008 you were advised that the Environmental
Review Committee (ERC) completed their reconsideration of the. subj cet project and
reaffirmed a threshold Determination of Significance. Therefore, an Environmental
Impact Statement (EIS) is required. The appeal period on this determination ended on
November 26, 2008.
In January, 2009 we were advised that Centre Pointe Consultants, Inc. was no longer
representing you in this matter. For your information Centre Pointe was previously made
aware of a letter we received, which was dated October 20, 2008, from Mark T. Avakian,
the owner of the property at 1055 Lyons Avenue NE. That letter stated that Mr. Avakian
had cancelled his contract with you and would not be selling his land to you. He further
stated that he does not support the lot line adjustment and would not sign recording
documents.
I understand that you met with the Planning Director and the Current Planning Manager
on January 13, 2009 to discuss the project. At that time you indicated that you would
investigate alternative designs for the project and contact us.
1055 South Grady Way - Renton, Washington 98057 R E N T O N.
AHEAD OF THE CURVE
This paper contains 5(3% recycled material. 36%postcnnsumer'
Brookefield ill Short Plat
LUA08-060, LLA, SHPL-H, ECF
"On Hold" Letter
2
Subsequent to that meeting, I left a voice mail message for you in February 2009 so that
we could discuss the status of the project. To date we have not heard from you regarding
this matter.
Therefore, at this time your project has been placed "on hold" retroactively to January
14, 2009, Please let us know your intentions regarding this project, in writing, so that we
can continue with the EIS Scoping process or dismiss the application. If we do not hear
from you within 30 days of the date of this letter we will dismiss the application due
to inactivity.
Please contact me at (425) 430-7382 if you have any questions.
Sincer y,
erald C. Wasser
Associate Planner
cc: Mark T. Avakian and C.L. & W.H. Yager/Owners
. Danielle & David Gould., Patrick & Angeline Anderson, Tina & Phillip Koziol/Parties of Record
CIITX OF RENTON
* &
7R
V- Denis Law, Mayor
November 10, 2008
Michael Chen
Centre Pointe Consultants
206 Railroad Avenue North
Kent, WA 98032
Department of Community and
Economic Development
Alex Pietsch, Administrator
SUBJECT: Bookefiel III Short Plat
LUA08-060, LLA, SHPL-H, ECF
Environmental Review Committee Reconsideration
Dear Mr. Chen:
On August 18, 2008 the Environmental Review Committee (ERC) issued a Determination of
Significance (DS) for the above -captioned project. The applicant requested that the project be
placed "on hold" on August 21, 2008 pending a re-evaluation of the proposed grading plan and
the amount of fill material proposed for the project. At the applicant's request the project was
taken "off hold" on November 3, 2008. A request was made for reconsideration of a revised
grading plan with a reduced amount of fill material totaling 15,000 cubic yards.
The Environmental Review Committee reconsidered the revised proposal at its meeting of
November 10, 2008. This letter is written on behalf of the Environmental Review Committee
(ERC) to advise you that they have completed their reconsideration of the subject project and
have reaffirmed a threshold Determination of Significance. Therefore, an Environmental Impact
Statement (EIS) is required.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM
on November 26, 2008. Appeals must be filed in writing together with the required 575.00
application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA
98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-
110.B. Additional information regarding the appeal process may be obtained from the Renton
City Clerk's Office, (425) 430-6510.
1055 South Grady Way - Renton, Washington 98057
MThis paper contains 50 % recycled material, 30 % post consumer
RENTON
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November 10, 2008
Page - 2
If the Environmental Determination is appealed, a public hearing date will be set and all
parties notified. The preceding information will assist you in planning for implementation
of your project and enable you to exercise your appeal rights more fully, if you choose to
do so. If you have any questions or desire clarification of the above, please call me at
(425) 430-7382.
For the Environmental Review Committee,
S incere�y,
f
! erald Wasser
Associate Planner
cc:
John L. Smith, Mark T. Avakian, CL & WH Yager/Owner(s)
John L. Smith / Applicant
Danielle & David Gould, Patrick & Angeline Anderson, Tina. & Phillip Koziol / Party(ies) of
Record
dnsmltr
ENVIRONMENTAL REVIEW COMMITTEE
MEETING NOTICE
November 10, 2008
To:
Gregg Zimmerman, Public Works Administrator
Terry Higashiyama, Community Services Administrator
I. David Daniels, Fire Chief
Alex Pietsch, CED Administrator
From:
Jennifer Henning, CED Planning Manager
Meeting Date:
Monday, November 10, 2008
Time:
3:00 PM
Location:
Sixth Floor Conference Room #620
Agenda listed below.
Ra_gle Short Plat (Timmons)
LUA08-042, ECF, SHPL-A, V-A, V-A, V-A (Variances Denied 5/28/08)
Location: 168XX Block of 106th Avenue. The applicant is requesting Short Plat approval and Environmental (SEPA)
Review for the subdivision of an existing 19,688 square foot parcel into 3 lots for the future construction of 3 single
family residences. The applicant applied for three variances to allow for a reduction in lot width for all proposed lots.
The variances were denied and the applicant submitted a revised short plat plan with all lots meeting the lot width
requirements of the zone. The project site is located within the Residential - 8 (R-8) dwelling units per acre zoning
designation. The proposed lots would range in size from 6,325 square feet in area to 7,028 square feet. Access would
be gained via a new 20-foot wide private alley extending from 106th Ave SE. A 2,144 square foot Class 3 wetland is
present in the southwest corner of the site. There are no proposed impacts to the wetland, however, the applicant is
requesting that the wetland be exempt from critical area regulations as an unregulated wetland.
Brookefield III Short Plat Reconsideration Wasser
LUA08-060, ECF, SHPL-H, LLA
Location: 1055 Lyons Avenue NE, 1059 Nile Avenue NE, and 1062 Ilwaco Place NE. The applicant is requesting a Lot
Line Adjustment, a Hearing Examiner Review and Approval of a 6-lot Short Plat, and Environmental (SEPA) Review of
a 120,540 square foot site. The proposed lots would range in size from 8,395 square feet to 13,940 square feet. The
proposed project encompasses a Category 2 Wetland and a Class 4 Stream. The proposed lot line adjustment and
short plat are within the Residential - 4 dwelling units per acre (R-4) zoning designation. Access to the proposed
project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for
future development and is zoned Residential - 8 dwelling units per acre (R-8) and two proposed internal streets. A
modification of the City of Renton street standards has been requested to allow 26 foot wide public streets within the
proposed project.
[Reconsideration]: The original application materials submitted for LUA08-060, LLA, SHPL-H, ECF, and the
Brookefield III Short Plat project indicated that approximately 12,000 cubic yards of fill material would be needed for
the project. Prior to the ERC threshold determination for the project, the applicant stated that the amount of fill
needed would be 36,000 cubic yards. The current proposal is approximately 15,000 cubic yards.
While the proposed amount of fill material has been reduced, staff believes that the Determination of Significance is
still appropriate for this project. Additional analysis via an Environmental Impact Statement (EIS) and evaluation of a
range of alternatives prior to determining appropriate mitigation measures is still recommended.
ENVIRONMENTAL REVIEW COMMITTEE
MEETING NOTICE
November 10, 2008
PAGE 2
Chelan Creek PUD (Timmons)
LUA08-067, ECF, PP, PPUD, FPUD
Location: 860 & 928 Chelan Avenue NE. The applicant is requesting approval for a Preliminary Planned Urban
Development (PPUD), Final Planned Urban Development (FPUD), Preliminary Plat (PP), and Environmental (SEPA)
Review. The proposal is for the subdivision of a 4.49 acre site into 16 lots and 2 access tracts. There are two existing
residences and several outbuildings; of which two are proposed for removal. The project site is located within the
Residential - 8 (R-8) dwelling units per acre zoning designation. The proposed lots would range in size from 3,930
square feet in area to 7,658 square feet. Access to the lots would be provided via extension of existing roads,
including: Chelan Ave NE, NE 9th Street, and Chelan Place NE. As part of the Planned Urban Development the
applicant is requesting modifications from City of Renton street standards and the R-8 development standards. The
site contains a Class 4 stream and a Category 2 wetland. The applicant proposes to average the 50-foot required
wetland buffer, and in no case is the buffer proposed to be less than 25 feet. The applicant is proposing to provide
passive recreational areas and enhancement to the critical area buffers beyond what is required by code. There are
44 protected trees onsite of which 9 are proposed to remain and the applicant is proposing to replant a total of 32
new trees.
Graffiti Control Ordinance (Henning)
LUA08-135, ECF
Location: Citywide. The City of Renton requests Environmental (SEPA) Review of a proposed ordinance amending
Title IV (Police Regulations), regarding Graffiti Control. The ordinance would: Make unlawful the application of
graffiti; make the possession of graffiti implements or paraphernalia unlawful; allow the court to order violators to
make restitution to the victim; and allow for the use of public funds for graffiti removal. This proposed ordinance
would assist Police and Code Compliance in reducing the incidences of graffiti and vandalism.
cc: D. Law, Mayor
J. Covington, Chief Administrative Officer
S. Dale Estey, CED Director
D. Pargas, Assistant Fire Marshall
N. Watts, Development Services Director
F. Kaufman, Hearing Examiner
C. Duffy, Deputy ChieffFire Marshal 0
J. Medzegian, Council
P. Hahn, Transportation Systems Director
C. Vincent, CED Planning Director
L. Warren, City Attorney 0
nm2ap
DEPARTMENT OF COMMUNITY &
#, ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE: November 4, 2008
TO: Environrental Review Committee
FROM: Gerald Wasser, Associate Planner �.
SUBJECT: LUA08-060, LLA, SIiPL-11, ECF Brookefield III
Project Description/Background: The applicant is proposing a lot line adjustment
which would affect three parcels. Currently, the parcel at 1062 Ilwaco Place NE
encompasses 4,505 square feet, the parcel at 1055 Lyons Avenue NE encompasses
93,055 square feet, and the parcel at 1059 'Vile Avenue NE encompasses 163,410 square
feet. Three new lots would be created as a result of this lot line adjustment: Lot A would
be 120,540 square feet; Lot B would be 39,750 square feet; and, Lot C would be 100,680
square feet. The proposed 6-lot short plat would be on the lot line adjustment Lot A.
The proposed short plat would result in the creation of 6 lots I -or future residential
development, one tract (Tract A) to provide for a detention pond, and two open space
tracts (Tract B which would encompass the wetland buffer and Tract C which would
contain fill material, but would remain undeveloped). The project site is located east of
Ilwaco Place NE between NE 10`�' Place and NE 1 It" Street and is zoned Residential — 4
dwelling units per acre (R-4) and Residential 8 dwelling units per acre (R-8). The
proposed lots would range in size from 8,395 square feet to 13,940 square feet.
A wetland and stream delineation study, a geotechnical engineering report, and a
preliminary drainage report were submitted with the project application. The wetland
study identifies a Category 2 wetland associated with Honey Creek, a Class 4 stream
which flows along the eastern property line of the proposed project.
The applicant submitted a revised project narrative and Environmental Checklist on
August 7, 2008 which indicated that the proposed project would require fill quantities of
approximately 36,000 cubic yards. A fill source statement would be submitted when
construction plans are subnnitted-
Access to the proposed lots would be via two internal streets which would take access
from liwaco Place NE (Lot A of the lot line adjustment includes lot 15 of the Brookelield
Plat which provides this access).
Based on this information the Environmental review Committee issued a Determination
of Significance and Request for Comments on Scope of EIS on August 18, 2008.
FRC memo.doc
FRC
Page 2 of 2
November =4. 2008
On August 19, 2008 the applicant requested that the project be placed "on hold" to re-
evaluate the grading plan and amount of fill proposed for the project. On September 25,
2008 the applicant submitted a revised grading plan, project narrative and a request to
take the project "off hold".
The revised grading plan indicates that approximately 15,000 cubic yards of fill would
need to be imported to the site. The applicant states that this amount of fill is necessary
in order for the six lots to be served by a gravity sewer system. There is a sewer stub on
the cast side of the lot at 1062 Ilwaco Place NE with an invert elevation of 457.54 feet.
According to the applicant the lot and road grades are driven by the need to serve the six
future homes by gravity sewer. Gravity sewer for all plumbing fixtures above finish floor
grade would serve Lots 4, 5, and 6. Any plumbing fixtures below finished floor grade
(daylight basements) would require the use of injector pumps.
Staff Analysis: The original application materials submitted for L11A08-060, LLA,
SHPL-11, ECF, the Brookefield III Short Plat project indicated that approximately 12,000
cubic yards of fill material would be needed for the project. Prior to the ERC threshold
determination for the project, the applicant stated that the amount of fill needed would be
36,000 cubic yards. The current proposal is approximately 15,000 cubic yards.
While the proposed amount of till material has been reduced, staff believes that the
Determination of Significance is still appropriate for this project. Additional analysis via
an Environmental Impact Statement (LIS) and evaluation of a range of alternatives prior
to determining appropriate mitigation measures is still recommended.
ERC' mcmo.doc
y
,,--R� Denis Law, Mayor
November 3, 2008
Michael Chen
Centre Pointe Consultants
206 Railroad Avenue North
Kent, WA 98032
SUBJECT; Bookefiel III Short Plat
LUA08-060, LLA, SHPL-H, ECF
"Off Hold" Notice
Dear Mr. Chen:
CIT' OF RENTON
Department of Community and
Economic Development
Alex Pietsch, Administrator
Thank you for submitting the additional materials requested in the August 21, 2008 letter
from the City. Your project has been taken off hold and the City will continue review of
the Brookefield III Short Plat project.
The project has been rescheduled for ERC on November 10, 2008. If you have any
questions, please contact me at (425) 430-7382.
Sincerery,
Gerald W asser
Associate Planner
cc: John L. Smith, Mark T. Avakian, CL & W H Yager/ 0wner(s)
John L. Smith / Applicant
Danielle & David Gould, Patrick & Angeline Anderson, Tina & Phillip Koziol / Party(ies) of Record
1055 South Grady Way - Renton, Washington 98057
This paper currtains 50 % recycled matedai, 30 % pusl consumer
RENTON
AHEAD OF rHi.. CUHvE
CIT'A- OF RENTON
Denis Law, Mayor
November 3, 2008
Michael Chen
Centre Pointe Consultants
206 Railroad Avenue North
Kent, WA 98032
SUBJECT: Brookefield III Lot Line Adjstment
File No. LUA48-060, LLA
Dear Mr. Chen:
Department of Community and
Economic Development
Alex Pietsch, Administrator
The City of Renton has finished reviewing your proposed lot line adjustment and is now
ready to approve and send the final version for recording subject to the following comments:
1. It appears that the address for LOT B is 1055 Lyons Avenue NE. Note said address
within the confines of the lot lines for LOT B. The same is true of LOT C. Note the
address (1059 Nile Avenue NE) within the lot lines of LOT C.
2. The County name 148th Avenue SE is still appropriate for the road adjoining to the
east of LOT C. The reference to Nile Avenue NE can be shown within the
parenthesis (similar to the first submittal to the City).
3. The declaration block is missing from this latest submittal. Reinstate said block and
revise the title of said block to "OWNERS' DECLARATION".
Please subunit two sets of original signed rnylars and a check for $15.81 trade out to
Champion Couriers to my attention at the sixth floor counter of City Hall.
Please verify that the mylars have been signed by all owners of record and have been
notarized with an ink stamp (not embossed). The ink stamp must be legible so that King
County will promptly record the lot line adjustment.
This decision to approve the proposed lot line adjustment is subject to a fourteen (14)
day appeal period from the date of this letter. Any appeals of the administrative decision
must be filed with the City of Renton Hearing Examiner by 5:00 pm, November 14,
2008,
Appeals must be filed in writing together with the required $75.00 application fee with:
Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals
to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.
Additional information regarding the appeal process may be obtained from the Renton
City Clerk's Office, (425) 430-6510.
1055 South Grady Way - Renton, Washington 98057
MThis papercontains50%recycledmatenal,30%post consumer
RENTON
AHEAD of "rHE CURVE
r
Brookefield III
November 1, 2008
If you have further questions regarding this project, please call me at (425) 430-7382.
Sincere, ;
Gerald Wasser
Associate Planner
CC' John L. Smith / Applicant
John L. Smith, Mark T. Avakian, CL &, WH Yager / owner
Yellow file
Mark T. Avakian
615 East Pike St. #304
Seattle, Washington 98122
October 20, 2008
Gerald C. Wasser
Associate Planner
City of Renton
Department of Community and
Economic Development
1055 South Grady Way
Renton, WA 98057
Re: Brookefield III Lot Line Adjustment
LUA 08-060
Dear Mr. Wasser:
Mr. John Smith has opted not to fulfill the terms of the contract we had in place for his purchase of my
property. l was forced to cancel the contract and will not be selling my land to him. As a result, I do
not support this Lot Line Adjustment and will not sign the recording documents.
Sincerely,
F
l i G
ark T. Avakian
C".'
FCFIll Fr,
--�IUUINGDIVISIO
CENT
TE
rrts, Inc., P.S.
September 25, 2008
Mr. Gerald Wasser
City of Renton
Development Services Division
1055 South Grady Way
Renton, WA 98057
Re: Brookefield III Short Plat LUA08-060, LLA, SHPL-H, ECF
Dear Mr. Wasser:
On behalf of our client, we request that the City of Renton remove the hold status on the
review of Brookefield III Short Plat. Accommodating this request is our revised grading
plans for the Environmental Review Committees consideration.
Please do not hesitate to contact me with any questions.
Sincerely,
Centre Pointe Consultants, Inc, P.S.
Michael Chen
Director of Planning
cc: Brian Smith, Pacific Rim Construction
Enclosure: 5 copies of Conceptual Grading and Road Profiles
Revised Project Narrative
CJYoFRENTON
RECEIVE')
SEP 2 5 2008
BUILDINGD1VESION
206 Railroad Ave. N. • Kent, Washington 98032 • Phone: 253.813.1901 • Fax: 253,813.1908
bEVELOPMEN + "._1Aq\*4'-'�v.
Project Narrative SEP P 5 KM
Brookefield Phase III Short Plat-- Renton, Washington ,DECEIVED
Project Name: Brookefield Phase III Short Plat
Project Size: The total site is approximately 5.99 acres.
Location of Site: The location of the project is the western half of
1055 Lyons Ave NE and 1059 Nile Ave NE
• Parcel Numbers: 1023059247, 1023059111, 1137400150
Current zoning: Residential 4 du/ac
Surrounding zoning: North: Residential 4 du/ac (Single-family home)
South: Residential 4 du/ac (Single-family home)
West: Residential 8 du/ac (Single-family home)
Fast: Residential 4 du/ac (Single-family home)
• Current use: The site (West of Honeycreek) is currently vacant.
Special site features: Honeycreek, a class 4 stream flows from
south to north along the eastern portion of the project boundary.
A category 2 wetland also exist on site, which is associated with
Honeycreek.
• Soil type and Drainage: According to the King County Soils Report the site is entirely
underlain by Alderwood gravelly sandy loam.
A storm drainage system has been designed which will route
drainage to a detention pond and then tight lined to a level flow
spreader located along the north property line . This combined
drainage system has been designed to handle all the stormwater
run-off that will be generated by the site. The system will include
temporary erosion control barriers during site construction. This
permanent system will ensure that prior to the discharge of
stormwater into the downstream system and will have
significantly reduced the potential impacts to ground and surface
waters.
• Proposed property use: The proposal is to subdi-,,,ide the property into 6 single-family
detached, fee simple, lots. The project will create 460 lineal feet
of new public road. The existing homes and associated
structures will be removed.
• Access: The project is proposing to gain access from Ilwaco Place NE via
Lot 15 of the Brookefield Plat that was reserved for the purposes
of ingress/egress for future development.
• Off -site improvements: None proposed at this time
2995 Pro) Narrative_Revised_09-25-08, 09/25/08
• Est. Construction Costs: $750,000.00
• Est. fair market value: $1,500,00.00
• Quantity and type of fill: At this point in the design process fill will need to be imported.
The quantities of cut and fill that will occur on site are
approximately ± 15,000 cubic yards. This fill is necessary in order
for the six homes to be served by gravity sewer. There is a sewer
stub on the east side (rear) of lot 15 with an invert elevation of
457.54'. The lot and road grades are driven by the need to serve
the six proposed homes by gravity sewer. Note: gravity sewer for
all plumbing Mures above finished floor grade will serve lots 4,
5 and 6. Any plumbing fixtures below finished floor grade (i.e.
daylight basements) willrequire the use of injector pumps. The
applicant has access to fill material from construction sites
around the Puget Sound and intends to bring the fill to the
subject site. The applicant will submit a fill source statement
when construction of the site begins.
• Trees to be removed: Due to the topography of the site, a majority of the trees on site
will be removed. Every effort will be made to retain as many trees
as possible, especially behind lots 5 and 6. Please see the Tree
Cutting/Land Clearing plan for the approximate location of the
clearing limit.
• Land dedication: N/A
• Number, size, and
density of lots: There are 6 lots proposed for the property. The average lot size
is approximately 8000± S.F. The net density is approximately 2.4
du/ ac.
• Proposed job shacks: The site may/may not have a construction trailer during the
construction of the development.
• Modifications: Per City of Renton Development Regulations Section 4-6-060
R.3, Reduced Right -of -Way Dedication, we are proposing to
reduce the right-of-way width for the proposed public roads from
50 feet to 26 feet. This reduction allows for a public road to be
designed within the constraints of lot 15.
2995 Prof Narrative_Revised_09-25-08, 09/25/08
Project Narrative
Brookefield Phase III Short Plat_.. Renton, Washington
Project Name: Brookepeld Phase III Short flat
Project Size: The total site is approximately 5.99 acres.
Location of Site: The location of the project is the western half of
1055 Lyons Ave NE and 1059 Nile Ave NE
• Parcel Numbers: 1023059247, 1023059111, 1137400150
Current zoning: Residential 4 du/ac
Surrounding zoning: North: Residential 4 du/ac (Single-family home)
South: Residential 4 du/ac (Single-family home)
West: Residential 8 du/ac (Single-family home)
East: Residential 4 du/ac (Single-family home)
• Current use: The site (West of Honeycreek) is currently vacant.
Special site features: Honcycreek, a class 4 stream flows from
south to north along the eastern portion of the project boundary.
A category 2 wetland also exist on site, which is associated with
Honeycreek.
• Soil type and Drainage: According to the King County Soils Report the site is entirely
underlain by Alderwood gravelly sandy loam.
A storm drainage system has been designed which will route
drainage to a detention pond and then tight lined to a level flow
spreader located along the north property line . This combined
drainage system has been designed to handle all the stormwater
run-off that will be generated by the site. The system will include
temporary erosion control barriers during site construction. This
permanent system will ensure that prior to the discharge of
stormwater into the downstream system and will have
significantly reduced the potential impacts to ground and surface
waters.
• Proposed property use: The proposal is to subdivide the property into 6 single-family
detached, fee simple, lots. The project will create 460 lineal feet
of new public road. The existing homes and associated
structures will be removed.
• Access: The project is proposing to gain access from Ilwaco Place NE via
Lot 15 of the Brookefield Plat that was reserved for the purposes
of ingress/egress for future development.
• Off -site improvements: None proposed at this time
2995 Proj Narrative_Reviscci__09-25-08, 09/25/08
• Est. Construction Costs: 5750,000.00
• Est. fair market value: 51,500,00.00
• Quantity and type of fill: At this point in the design process fill will need to be imported.
The quantities of cut and fill that will occur on site are
approximately + 15,000 cubic yards. This fill is necessary in order
for the six homes to be served by gravity sewer. There is a sewer
stub on the east side (rear) of lot 15 with an invert elevation of
45754'. The lot and road grades are driven by the need to serve
the six proposed homes by gravity sewer. Note: gravity sewer for
all plumbing fixtures above finished floor grade will serve lots 4,
5 and 6. Any plumbing fixtures below finished floor grade (i.e.
daylight basements) will require the use of injector pumps. The
applicant has access to fill material from construction sites
around the Puget Sound and intends to bring the fill to the
subject site. The applicant will submit a fill source statement
when construction of the site begins.
• Trees to be removed: Due to the topography of the site, a majority of the trees on site
will be removed. Every effort will be made to retain as many trees
as possible, especially behind lots 5 and 6. Please see the Tree
Cutting/Land Clearing plan for the approximate location of the
clearing limit.
• Land dedication: N/A
• Number, size, and
density of lots: There are 6 lots proposed for the property. The average lot size
is approximately 8000± S.F. The net density is approximately 2.4
du/ac.
• Proposed job shacks: The site may/map not have a construction trailer during the
construction of the development.
• Modifications: Per City of Renton Development Regulations Section 4-6--060
R.3, Reduced Right -of -Way Dedication, we are proposing to
reduce the right -of --way width for the proposed public roads from
50 feet to 26 feet. This reduction allows for a public road to be
designed within the constraints of lot 15.
2995 Pro) Narr2tive_Revised-09-25-08, 09/25/08
r"
CITY OF RENTON
COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT
MEMORANDUM
DATE: October 16, 2008
TO: Sonja Fesser, Property Services
FROM: Gerald Wasser, Associate Planner (x7382)
SUBJECT; Brookefield III Lot Line Adjustment, File No. LUA-08-060, LLA
Attached is the most recent version of the above -referenced lot line adjustment.
If all Property Services concerns have been addressed and you are now able to
recommend recording of the mylar, please initial this memo below and return to me as
soon as possible.
However, if you have outstanding concerns or require additional information in order to
recommend recording, please let me know. Thank you.
Property Services approval;
N e Date
r i ) G1a8
N Date /
cc: Yellow File
H:%Division.slDevelop.serlDev&plan.inglLMNlplanner manuall LASTLATMEMO.DOC
O PUBLIC WORKS DEPARTMENT
G a�
♦ M E M O R A N D U M
— "
DATE: October 16, 2008
TO: Jerry Wasser
FROM: Sonja J. Fesser
SUBJECT: Brookefield III Lot Line Adjustment, LUA-08-060-LLA
Format and Legal Description Review
Bob Mac Onie and I have reviewed the above referenced lot line adjustment submittal and have
the following comments:
Comments for the Applicant:
It appears that the address for LOT B is 1055 Lyons Ave NE. Note said address within the
confines of the lot lines for LOT B. The same is true of LOT C. Note the address (1059
Nile Ave NE) within the lot lines of LOT C.
The county name 148`h Avenue SE is still appropriate for the road adjoining to the east of
Lot C. The reference to Nile Ave NE can be shown within parenthesis (similar to the first
submittal to the city).
The declaration block is missing from this latest submittal. Reinstate said block and revise
the title of said block to "OWNERS' DECLARATION".
1H:1Fie Sys1LND - Land Subdivision & Surveying Record ALND-30 - Lot lane Adjustments10346\R V081015.doc
Y o DEPARTMENT OF COMMUNITY AND
♦s }=- ♦ ECONOMIC DEVELOPMENT
No M E M O R A N D U M
DATE: October 13, 2008
TO: Sonja Fesser, Property Services
FROM: Jennifer Henning, Current Planning Manager
SUBJECT: Brookfield III Lot Line Adjustment
The applicant has resubmitted the attached drawings and response letter based on the last
round of review comments. Please send your review comments to Gerald Wasser,
Associate Planner when complete. Thanks!
cc: Jerry Wasser
hadivision.sldeve]op.serldev&plan.ingljthltemplateslstandardmemo prop svc dced.doc
Y
♦ a.R
, Denis Law, Mayor
vet-7
October 6, 2008
Michael Chen
Centre Pointe Consultants
206 Railroad Avenue North
CIT OF RENTON
Department of Community and
Economic Development
Alex Pietsch, Administrator
Subject: Brookelield III Lot Line Adjustment
LUA08-060, LLA
Dear Mr. Chen:
The City of Renton has completed the initial review of your proposed lot line adjustment.
The following changes will be necessary in order for the City to approve your proposal.
1. Note the City of Renton land use action number and land record number, LUA-08-
060-LLA and LND-30-0346, respectively, on the drawings. The type size used for
the land record number should be smaller than that used for the land use action
number. Said numbers should appear in the same area on both of the drawing
sheets. Sheet 2 of 2 does not currently make a provision for either number.
2. The south quarter comer of Section 10 is not City of Renton Mon #1851, which lies
approximately 18 feet to the east. Note that the found monument at the center of
said Section 10 is City of Renton. Mon. #1849, and that the NE corner is City of
Renton Monument # 1845.
3. Note discrepancies between bearings and distances of record and those measured or
calculated, if any.
4. Note the dates the existing monuments were visited, per WAC 332-130-150.
5. Note all easements, restrictions and agreements of record on the lot line adjustment
submittal. The Pacific Northwest Title Company Boundary Line Adjustment
Certificate, Order No. 674496, dated May 15, 2008, lists a total of nine documents
that qualify for inclusion on the lot line adjustment submittal. Review and revise as
needed.
6. Note the plat name and lot numbers of the properties to the north, south and west of
the subject parcels on the lot line adjustment drawing. Those properties not
"platted" should be noted as UNPLATTED. Do not note Tax Parcel numbers or
property owners' names.
7. The City official signing this lot line adjustment is the City of Renton
Administrator of Public Works. Note the new title on the drawing sheet (Sheet 1 of
2).
1055 South Grady Way - Renton, Washington 98057 R E N T O N
AHEAll OP THE CURVE,
This paper contains 54 % recycled material, 3tl%post consumer
October 6, 2008
LUA08-060, LLA, SHPL-H, ECF
2
8. Separate the City of Renton approval block more definitively from the King County
approval block - use a horizontal line between them or an additional space between
them.
9. Revise the "DECLARATION" block on the drawing to OWNERS'
DECLARATION.
10. Note the addresses for Lots B and C on the submittal.
11. Note the city designated street name for 146`h Ave SE, and emphasize "NILE AVE
NE", not 148"' Ave SE, both on Sheet 2 of 2.
12. 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 lot line adjustment. The lot line adjustment submittal and the associated
document(s) are to be given to the Project Manager as a package. Reference the
associated document(s) on the lot line adjustment submittal and provide spaces for
the recording numbers thereof.
13. It is suggested to show the access easement for proposed Lot B on the lot line
adjustment drawing (Sheet 2 of 2), so that said Lot doesn't appear to be landlocked.
Said easement is on private property to the east of Lot B.
14. See the attachment for circled items that need to be corrected.
15. Are Item Nos. 3 and 4 under "Easement Notes: (Sheet 1 of 2) needed? Said
language is usually reserved for plats. If references to existing easements, etc. and
their recording numbers are included on the submittal, that should be sufficient.
Once the changes have been made; please submit two copies of the revised lot line
adjustment to me at the sixth floor counter of City Hall. The revised plans will be routed
for final review and you will be notified when it is appropriate to submit the final mylars.
In addition, comments are provided below regarding the short plat format and legal
description review:
Comments for the Applicant:
1. NOTE: THIS SHORT PLAT PROPOSAL HAS 10 PARCELS (SIX LOTS
AND FOUR TRACTS) AND IS, THEREFORE, A PLAT.
2. Note all easements, covenants and agreements of record on the drawing. Schedule
B of Pacific Northwest Title Company, Order No. 674496, dated April 15, 2008,
lists a number of easements that do not appear on the short plat submittal.
3. Has there been a change in the number of properties included in the subject short
plat proposal? It is noted that "Supplemental Report 91", Order No. 674496, dated
May 15, 2008, amended the legal description contained in the title report referenced
in the previous paragraph. "PARCEL C" was removed from said report. Has
"PARCEL C" been removed from the project?
Information needed for final short plat approval includes the following:
1. Note the City of Renton land use action number and land record number, LUA-08-
060-SHPL and LND-20-0525, respectively, on the drawing. The type size used for
October 6, 2008
LUA08-060, LLA, SHPL-H, ECF
the land record number should be smaller than that used for the land use action
number.
2. Use 18' X 24' paper size for the final submittal.
3. The indexing information, shown at the top of the drawing sheet, is incorrect,
Revise as needed.
4. The south quarter corner of Section 10 is not City of Renton Mon #1851, which lies
approximately 18 feet to the east. Note that the found monument at the center of
said Section 10 is City of Renton Mon #1849, and that the NE corner is City of
Renton Mon # 1845.
5. The correct legal description for this short plat needs to reference the recording of a
lot line adjustment on the underlying property. Said lot line adjustment will create
Parcel A, per Rec. No. , which is the new legal description for
the subject property. The legal descriptions currently shown on the short plat are
incorrect and need to be replaced with the new legal description for Parcel A. This
short plat cannot be recorded before the lot line adjustment is recorded.
6. Note who is to own Tracts A, B, C and D on the short plat submittal. Also indicate
what the purpose is of all four tracts.
7. Is there to be a CC&Rs document for this short plat and a Homeowners'
Association? Reference said document on the short plat, if needed.
8. Note the dates the existing monuments were visited, per WAC 332-130-150.
9. Indicate what has been, or is to be, set at the corners of the proposed lots.
10. Note discrepancies between bearings and distances of record and those measured or
calculated, if any.
11. Note the plat name and tract numbers of the properties on all sides of the subject
parcel. If said properties are unplatted, note as UNPLATTED. Tax Lot numbers
are not sufficient.
12. See the attachment for addresses and street names that need to be shown on the
final short plat submittal.
13. On the final short plat submittal, remove all references to utilities facilities, trees,
concrete, gravel, rockery and other items not directly impacting the subdivision.
These items are provided only for preliminary short plat approval. Remove said
items from the "LEGEND" block also.
14, Remove the building setback lines noted on the short plat lots. Also remove the
"BUILDING SETBACKS" block from the final submittal. Setbacks will be
determined at the time that building permits are issued.
15. Do not include the "VERTICAL DATUM", "PLANNER/SURVEYOR",
"ENGINEER" and "PROPERTY OWNERS" blocks on the final submittal.
16. Remove "Lot A KC BLA NO. " from Lot 5.
17. Remove all references to zoning and density.
18. Do note encroachments.
19. The City of Renton Administrator of Public Works is the only city official who
signs this short plat (note the change in title). Provide an appropriate approval
block and signature line.
October 6, 2008
LUA08-060, LLA, SHPL-H, ECF
20. Pertinent King County approval blocks also need to be noted on the drawing.
21. All vested owners of the subject short plat need to sign the final short plat drawing.
Include notary blocks as needed.
22. Include a declaration block on the drawing. Title said block "OWNERS'
DECLARATION".
23. 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 short plat. The 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 short plat drawing. Provide
spaces for said recording numbers.
24. The new 20' easement for ingress, egress and utilities is shown for the benefit of
future owners of Tract A and Lot 3. Note on the drawing the following statement:
"Area for private 20' ingress, egress and utility easement". Since the new lots
created via this short plat are under common ownership at the time of recording,
there can be no new easements established until such time as ownership of the lots
is conveyed to others, together with and/or subject to specific easement rights.
25. Add the following Declaration of Covenant language on the face of the subject
drawing, if the previous paragraph applies:
DECLARATION OF CO VENANT.-
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.
26. The private ingress, egress and utility easements require a "New Private
Easement for Ingress, Egress and Utilities Maintenance Agreement" e the
statement. Note the attachment on the drawing.
27. See attachment for circled items that need to be corrected or addressed.
28. The Fee Review Sheet for this review of the preliminary short plat is provided
for your use and information.
October 6, 2008
LUA08-060, LLA, SHPL-H, ECF
If you have any questions regarding your application or the changes requested above,
please contact me at (425) 430-7382.
sine rely,
Gerald C. Wasser
Associate Planner
Attachments
cc: John L_ Smith, Mark T. Avakian, CL & WH Yager / Owner
Michael Chen / Contact
Project File
A PORTION
OF
O F THE NW
SECTION 10,
CITY OF
1/4 OF THE
TOWNSHIP
RENTON, KID
A
LINE TABLE
LINE
BEARING
DISTANCE
Li
SB9'09'19"E
21,01'
L2
S00`53'09"E
50.00'
L3
N00`52'45"W
35.30'
L4
S00`55'54"E
30.01'
L.51
SB9`13'21"E
30.01'
L61
S27`52'i6"E
187.54'
L7
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168-06'
FOUND PUNCH IN 1.5'
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FOUND PUNCH IN 1.5'_j m
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NORTHWEST CORNER OF
THE SOUTHWEST QUARTER
OF THE NORTHEAST QUARTER
OF SECTION 10. TOWNSHIP 23
NORTH, RANGE 5 EAST,
ILLAMETTE MERIDIAN,_p,r
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NORTH, RANGE 5 EAST. SECTION 10. TOWNSHIP 23
WILLAMETTE MERIDIAN. NORTH, RANGE 5 EAST,
FOUND PUNCH IN 3` BRASS C 0 N T R O L SKETCH: FWILLAETTEOUNDMPUNCHMINID
DISC, 1.5' SOUTHEAST OF 1/2' BRASS
8' CYCLONE FENCE AT DISC, INCASED, AT THE
SOUTHEAST ANGLE PAINT TNASECTION OF 148TH
OF SOCCER FIELDS, +/- 35' l+E1fUE 50 0
NORTH OF POWEn POLE SOUTHEAST 112TH ST
3 NUMBER 318628-16738 N89'iO'55'W 2644.66' 3 2 Mot% ' - 1
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POINT NUMBER 1848. m r £AST QUARTER CORNER
FOUND 2" BRASS DISC WITH �" m
PUNCH AT THE INTERSECTION CENTER OF SECTION 10, SECTION 10, TOWNSHIP 23
OF NORTHEAST 8TH STREET TOWNSHIP 23 NORTH, NORTH, RANGE 5 EAST,
AND UNION AVENUE NORTHEAST. RANGE 5 EAST, WILLAMETTE MERIDIAN.
N=f83691.450 WILLAMETTE MERIDIAN. FOUND PUNCH IN 2' BRASS
E=1311377.409 FOUND MONUMENT, INCASED. I DISC, INCASED ON THE NORTH
ti S70'37'13W 0.i0 FROM" SIDE OF RIGHT-OF-WAY FOR
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9 1026f1.45' L N — i3 65' �T - _ 1324.65' _ 11
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Title for both of the following paragraphs:
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
Use the following paragraph if there are two or more lots participating in the agreement:
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND
UTEATIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS
SHORT PLAT. THE OWNERS OF LOTS SHALL HAVE AN
EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND
RESPONSIBILTI'Y FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT
APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE
RESPONSIBILTI'IES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY
AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE
SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF
RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE
SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT
IS PROHIBITED, UNLESS PAVEMENTWIDTH IS GREATER THAN 20 FEET.
Use the following paragraph if there is one Lot subject to the agreement. -
NOTE. NEW PRIVATE, EXCLUSIVE FASLMENT FOR INGRESS, EGRESS AND
UTTLITIES IS `TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS
SHORT PLAT. THE OWNER OF LOT SHALL HAVE OWNERSHIP AND
RESPONSMILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT
APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE
RESPONS113HATILS INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROAD, DRAINAGE PIPF..S, AND STORM WATER QUALITY
AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE
SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF
RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE
SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT
IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET.
-1A. O`J'
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194.23' t
143,66'
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11225 SO. FT.
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13940 SO. FT.
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{ 13825 SO. FT. I
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Legal Description: Surveyor's Notes:
TAX PARCEL NO. 1023059247 1) THE MONUMENT CONTROL SHOWN F
BY FIELD TRAVERSE UTILIZING
THAT PORTION OF THE SOUTH 165 FEET OF THE NORTH 825 FEET OF'THE WITH INTEGRAL ELECTRONIC OIS
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, (GEODIMETER 600) AND REAL TI
TOWNSHIP 23 NORTH, RANGE 5 EAST, WIL�AMETTE MERIDIAN, IN KING GLOBALPOSITIONINGSYSTEM (G
nnlINTY WAgHTNnTnw I YTNl; WPgTP701 Y n TWr-7 TACT i TKIr7 nE I rnT -34
I SUH]F,CF PROPERTY PARENT PID No(5): C 10CE305 -9.Z47 , —9111 y 1137A0, -Qi 5o
'
1 i 1I IC1S
DIST.
PARCFI,
NO. OF
XSAD
NO,
NO.
METHOD DF ASSESSMENT
UNITS
AMIOUNT
❑ LATR-ONIER
❑
�'
❑
8�11
� �5o.cx� x uu�`7's
�
� t,5cx�.caa
� G>��k �-.b
❑ SAD ❑ LATFCONIFF
❑
❑
❑
❑ SAD ❑ LATECO-MER
❑ SAD ❑ LATECOMER
❑
❑
❑
❑ SAD ❑ LATFCONfFR
❑
❑
❑
JOINT USE AGIZLEMENT (METRO)
n
❑
❑
IL WAtEyVATER
WATER'
WASTEWATER'
METER SIZE
Water Service Fee Amount
Fire Service Fee Amount',
Wastewater Fee Amount
5 / 8 " x -1/a"
$2,236
$292
$1,591
1"
$5, 589
$729
$3,977
$11,179
$1,458
$7,954
2"
$17,886
$2,332
$12,7 26
3"
$35,711
$4,665
$25,452
4"
$55,893
$7,288
$39,768
6"
_ $111, 786
$14, 577
1 $79, 537
8"
$178,857
$23,323
5127258
a Actual fee will be based on total of new meters minus total credit of existins; meters
b F3ased upon the size of the fire. sorvto- (NOT detector bypass meter)
c Unless a separate fire service is provided, the Systenr Development Charl;e(s) shall be based upon the sire cif the meter installed anci a separate fire
service fee will not be charged.
E11 Y!)'�YIEIj: CI1?C UItFCEYASK,
7777
zr�
LAND UsE TYPE
NO. OF UNITS/ SQ, FTC.
SDC FEE
New Single Family Residential (SFR)
$1,012/unit x
Addition of > 500 sf to existing SFRIO
$0.40,9/sq it of new impervious area x
Ali Other Uses)'
$0.405/sq ft or near impervious area x
tx Tncludes mobile horne dwellings and manufactured homes
(3 Fee shall not be. greater than 31,012
y Fee shall not be less than $1,012
-- ' --
g atur f Reviewing Authority Da e
• It is the intent of this development fee analb'sis to put the developer/owner on notice, that the quoted tees may be applicable to the
subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the C
construction permit is issued to install the on -site and off -site iiprovements (i.e, underground utilities, Street improvements, etc.) ra
Triggering mechanisms for the SDC fees will be based tin current City ordinances and determined by the applicable Utility Section.
• The quoted fees do NOT include inspection fees, side se cr permits, r/w permit fees, the cost of water meters, or traffic benefit fees. 0
• If subject property is within an LID, it is the developer's responsibility to check with the Finance f)ept- for paid/ un-paid status.
• Please note that these fees are subject to change without notice- Final fees will be based on rates in effect at time of requirement to pay
per Ordinance.
EFFECTIVE: January 14, 2008
P: \ Administrative) Forms) FeeReview� 2008FeeNvw doc
q
DATE:
-Y - PUBLIC WORKS DEPARTMENT
M E M O R A N D U M
October 3, 2(M
TO: Jerry Wasser
FROM: Sonja J. Fesser)5
SUBJECT: Brookefield III Short Plat, LUA-08-060-SHPL
Format and Legal Description Review
Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the
following comments:
Comments for the Applicant:
NOTE: THIS SHORT PLAT PROPOSAL HAS 10 PARCELS (SIX LOTS AND FOUR
TRACTS) AND IS, THEREFORE, A PLAT.
Note all easements, covenants and agreements of record on the drawing. Schedule B of Pacific
Northwest Title Company, Order No. 674496, dated April 15, 2008, lists a number of easements
that do not appear on the short plat submittal.
Has there been a change in the number of properties included in the subject short plat proposal?
It is noted that "Supplemental Report #1", Order No, 674496, dated May 15, 2008, amended the
legal description contained in the title report referenced in the previous paragraph. "PARCEL C"
was removed from said report. Has "PARCEL C" been removed from the project?
Information needed for final short plat approval includes the following:
Note the City of Renton land use action number and land record number, LUA-08-060-SHPL and
LND-20-0525, respectively, on the drawing. The type size used for the land record number
should be smaller than that used for the land use action number.
Use 18' X 24' paper size for the final submittal.
The indexing information, shown at the top of the drawing sheet, is incorrect. Devise as needed.
The south quarter corner of Section 10 is not City of Renton Mon #1 851, which lies
approximately 18 feet to the east. Note that the found monument at the center of said Section 10
is City of Renton Mon #1 849, and that the NE corner is City of Renton Mon #1845.
\HAFife Sys1LND - Land Subdivision & Surveying Records%,ND-20 - Short P1ats10525\RV080930.d4jc
October 3, 2008
Page 2
The correct legal description for this short plat needs to reference the recording of a lot line
adjustment on the underlying property. Said lot line adjustment will create Parcel A, per Rec. No.
, which is the new legal description for the subject property. The legal
descriptions currently shown on the short plat are incorrect and need to be replaced with the new
legal description for Parcel A_ This short plat cannot be recorded before the lot line adjustment is
recorded.
Note who is to own Tracts A, B, C and D on the short plat submittal. Also indicate what the
purpose is of all four tracts.
Is there to be a CC&Rs document for this short plat and a Homeowners' Association? Reference
said document on the short plat, if needed.
Note the dates the existing monuments were visited, per WAC 332-130-150.
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.
Note the plat name and tract numbers of the properties on all sides of the subject parcel. If said
properties are unplatted, note as UNPLATTED. Tax Lot numbers are not sufficient.
See the attachment for addresses and street names that need to be shown on the final short plat
submittal.
On the final short plat submittal, remove all references to utilities facilities, trees, concrete,
gravel, rockery and other items not directly impacting the subdivision. These items are provided
only for preliminary short plat approval. Remove said items from the "LEGEND" block also.
Remove the building setback lines noted on the short plat tots. Also remove the "BUILDING
SETBACKS" block from the final submittal. Setbacks will be determined at the time that
building permits are issued.
Do not include the "VERTICAL DATUM", "PLANNER/SURVEYOR", "ENGINEER" and
"PROPERTY OWNERS" blocks on the final submittal.
Remove "Lot A KC BLA NO. " from Lot 5_
Remove all references to zoning and density.
Do note encroachments.
The City of Renton Administrator of Public Works is the only city official who signs this short
plat (note the change in title). Provide an appropriate approval block and signature line.
Pertinent King County approval blocks also need to be noted on the drawing.
HAFfle Sys1LND - Land Suhdivision & Surveying Records\LND-20- Short Ptats105251RV080930-docicor
October 3, 2008
Page 3
All vested owners of the subject short plat need to sign the final short plat drawing. Include
notary blocks as needed.
Include a declaration block on the drawing. Title said block "OWNERS' DECLARATION".
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 short plat. The 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 short plat
drawing. Provide spaces for said recording numbers.
The new 20' easement for ingress, egress and utilities is shown for the benefit of future owners of
Tract A and Lot 3, Note on the drawing the following statement: "Area for private 20' ingress,
egress and utility easement". Since the new lots created via this short plat are under common
ownership at the time of recording, there can be no new easements established until such time as
ownership of the lots is conveyed to others, together with and/or subject to specific easement
rights.
Add the following Declaration of Covenant language on the face of the subject drawing, if the
previous paragraph applies:
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 flat.
The private ingress, egress and utility easements require a "New Private Easement for
Ingress, Egress and Utilities Maintenance Agreement" statement. Note the attachment on
the drawing.
See the attachment for circled items that need to be corrected or addressed.
Fee Review Comments:
The Fee Review Sheet for this review of the preliminary short plat is provided for your use
and information.
HAFile Sys\LNQ - Land Subdivision & Surveying Rec:ord.ALNQ-20 - Short Platc105251RV 90930.doc%cor
Title for both of the following paragraphs:
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
Use the following paragraph if there are two or more lots participating in the agreement:
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND
UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS
SHORT PLAT. THE OWNERS OF LOTS SHALL HAVE AN
EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT
APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE
RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY
AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE
SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF
RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE
SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT
IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET.
Use the following paragraph ij'there is one lot subject to the agreement. -
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND
UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS
SHORT PLAT. THE OWNER OF LOT SHALL HAVE OWNERSHIP AND
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT
APPURTENANCES_ THESE APPURTENANCES AND MAINTENANCE
RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY
AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE
SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF
RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE
SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT
IS PROHIBFIED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET.
I i4l N89'09'21"W 31.89'
L15 S00'52'45"E 20.04'
FOUND PUNCH IN 1.5 =
BRASS DISC, INCASED.
Zoning Boundar
PARCEL.
A•1 *1 S A /\``f 1 ar"
t t.�
to
rn
a p
CV
40 BO 00
LoL0
w
o I
acale. - m
40'
-- a
�n
SO' UTILITY EASEMENT
PER PLAT I
FOUND PUNCH IN 1.5"
BRASS DISC, INCASED,
A C, l
T A v
`ry
CD
C7
Q
c
N
3C
Q'
1`1
Q
Q
W!
I
{ Lot 3
I 12135 S0. FT. GROSS {
11175 SQ..FT. NET
!m I
Iin {
L...___.--_--_—I
146.01 '
.... — — 120.00 '
I
EDj Lot 2
gal 6395 SO. FT. I
0 � I
I 1
L__
It .
10' SANITARY SEWER
ASEMENT PER PLAT
ci
0
v
rn
w
LP
C\l
L
n
0
S89413'46"E
47.97'
�IS89'13'46"E
cu V/////
S89'13'6"E 120.00'
I—^ I
{
ml Lot 1 {
m1 9935 SO. FT. I in
I i nt
m
-09
27 ..
{ Tract 1500 SO. FT.
L14�L7m
Ls ROAD C11 CZ)
r�L.',__N89'09'
C10
mRa
C&
�030 SQ. FT. G1-
C 4 �
m90 29
CR
S"15"W
90.14'
Cg
O
AR:;EL
� (Yj
Tract
om
5Q45 SO. FT.
z
120.00 '
1
i nip Pn�\�nL nR':JF_'L.
AA .. �f A A•�v 14v n/\ n
ii.�J`tt 4-11
tip!
m I ,D
CV
�,
1
183.25' \
1
Tract AL
23280 SO, FT.
BUFFER AREA
N�
40' ACCESS AND
TAKEN FOR
UTILITY EASEMENT
LOT 4
\
340.24'
30 SO. FT.
, \ �►
194.23' x
—I
E Lot 4
o c 11225 SCE.
FT.
J
m
I
1
-BUFFER AREA
ADDED
11Q SO. FT.
S89'13'46"E 175.91'
Cn
m l LOt 5
IL
o m
13940 5fl.
FT.
Tract B
n I
I
----�
- CD
{
I ------`---
0200 Cn FT
L2
m LO
L4 '
v
C� 0O N
L[7
LO
� o
I { r m
S89'13'46"E 195.89'
4---- ---- -� o I CD
m� Lot fi I Cn I 8��F5 F�
o I 13825 SO. FT. I m l �rj9�
� I I
I I "'
— 1§9.1F — — Q 50.56'
j N89'13'46"W 395.68' j
I�] L_L_1
T nl\ f1C�V
t r\1\ nA7�
A 3/ 1 U I a v
Legal Description:
TAX PARCEL NO. 1023059247
THAT PORTION OF THE SOUTH 165 FEET OF THE NORTH 825 FEET OF THE
NORTHEAST QUARTER 07 THE NORTHEAST QUARTER OF SECTION 10.
TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING
miiNTY WAgHTNPTnN I YTNf,' WFgTFRI Y nP TI-IF FAgT I TNF nw I fly" a4
Surveyor's Notes:
1) THE MONUMENT CONTROL SHOWN F
BY FIELD TRAVERSE UTILIZING
WITH INTEGRAL ELECTRONIC DIc
(GEODIMETER 600) AND REAL T]
GLOBAL POSITIONING SYSTEM (C
r+r nct tnr- nr -ri jr- Tr) A %1r'rtr r'P' ►Ar"'r
PERTY ` FRVICES FEE REVIEW NO. 2008-
ASSESSMENT
DISTRICTS
F
DIs-r.
No.
PARCEI
No.
METHOD OF AssFSS,vtEN I
No. OF
UNITS
AMOUNT
SAD ❑ LATECOMER
No CRXnE:l-- Sa,-�
❑
❑
8�I I5o.a�
x u+-sl �-s
�o
I,5oca.ao
❑ SAD ❑ LATECO11ER
11
❑
❑
r.
❑ SAD ❑ I-ATrco%iu(
❑
❑
❑
❑ SAD ❑ LATECOMM
❑
❑
❑
—
❑ SAD ❑ LArrcokuiR
❑
❑
❑
JOINT USE AGRFEMENT (METRO)
❑
❑
❑
S'Y-STENIDEVELOPMENT CHARGES — WATER & WASTEWATER
WATFR4
WASTEWATER'
METER SIZE
Water Service Fee Amount
Fire Service Fee Amount'-
Wastewater Fee Amount
5/8" x "a"
$2,236
$292
$1,591
1 "
$-,589
$729
$3,977
1'h"
$11,179
$1,458
S7,954
2"
$17,886
$2,332
S12, 726
3"
$35,711
$4,665
$25,452
4"
$55,893
$7,288
$39,768
b"
5111,786
$14,577
$79,537
8"
1 $178,857
$23,323
1 $127,258
a Actual fee will be based on total of nc w meters minus total crodit nt existing meters
b Based upon the size of the fire sera ice (NOT detector bypass muter)
c Unless a separate fire service is provided, the System Development L'harge(s) shall be based upon the size of the meter installed and it separate fire
service fee will not be charged.
'SYSTEM DEVELOPMENT -CHARGES— SURFAC,E WATER
LAND USE TYPE
NO. OF UNITS/ SQ. F7'G.
SDC FEF
New Single Family Residential (SFR)
$1,012/unit x
$6 072- 00
Addition of? 500 sf to existing SFRI'i;
$0.405/sq ft of new impervious area x
All Miter uses
$C.405/scl ft of new impervious area x
a Includes mobzle home dwellings and manufactured homes
P Fee shall not be greater than $1,012
y Fee shall not be less than $1,012
atur, , if Revipwing Authority l)a e
• It is the intent of this development feeanalysis to put the developer/owner on notices, that the quoted fees may bo applicable to the K N
subject site upon development of the property, All quoted fees are potential charges that may be due and payable at thr time theGo
4
construction permit is issued to install the on site and off -site imprrnemenls (i.e. undergrounci utilities, street improvements, etc,l
Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section.
• The quoted fees do NOT include inspection fees, side sen cr permits, u,x permit fees, the cost of water meters, or traffic benefit fees.
• If subject property is within an LID, it is the devoloper's responsibility In check with the Finance Dept. for paid/Lin-paid status,
• Please note that these fees are subject to change without notice. Final tees will be based on rates in effect at time of requirement to pay rp
per Ordinance. ~
EFFECTIVE: January 14, 2008
P:1 Administrative 1 Formsl Fee Review',.2008FecRvw doc
City of Renton Department of Community & Economic Development
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: V'-Oea- sv/ _" .
COMMENTS DUE: JULY 29, 2008
APPLICATION NO: LUA08-060, LLA, HPL , ECF
DATE CIRCULATED: JULY 15, 2008
APPLICANT: Pacific Rim Construction
PLANNER: Jerry Wasser
PROJECT TITLE: Brookefield III Short Plat
PLAN REVIEWER: Rick Moreno
SITE AREA: 120, 540 square feet
EXISTING BLDG AREA (gross): NIA
LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX
llwaco PI NE
PROPOSED BLDG AREA (gross)
WORK ORDER NO: 77916
L ELVIWJ'
SUMMARY OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner review and approval of a 6-lot
Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square foot site. Tjhe proposed lots would range in size from
8,395 square feet to 13,940 square feet. The proposed project site encompasses a Class 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling units/acre (R-4) zoning designation_ Access to the
proposed project would be via llwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units/acre (R-8) and two proposed internal public streets. A modification of the
City of Renton street standards has been requested to allow 26 foot wide public streets within the proposed project.
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Earth
Air
Water
Plants
LandlShoreiine Use
Animals
Environmental Health
Energy/
Natural Resources
S. POLICY-RELA TED COMMENTS
C. CODE -RELATED COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Housing
Aesthetics
U hVGlare
Recreation
utilities
Trans ortaLbn
Public Services
HistoriclCultural
Preservation
Airport Environment
10,000 Feet
14,000 Feet
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal.
Signature of Director or Authorized Representative
Date
.j
�� PUBLIC WORKS DEPARTMENT
♦ )`� M E M O R A N D U M
DATE: September 26, 2008
TO: Jerry Wasser
FROM: Sonja J. Fesser
SUBJECT: Brookefield III Lot Line Adjustment, LUA-08-060-SHPL
Format and Legal Description Review
Bob Mac Onie and 1 have reviewed the above referenced lot line adjustment submittal and have
the following comments:
Comments for the Applicant:
None.
Information needed for final lot line adjustment approval includes the following:
Note the City of Renton land use action number and land record number, LUA-08-060-LLA and
LND-30-0346, respectively, on the drawings. The type size used for the land record number
should be smaller than that used for the land use action number_ Said numbers should appear in
the same area on both of the drawing sheets. Sheet 2 of 2 does not currently make a provision for
either number_
The south quarter corner of Section 10 is not City of Renton Mon #1851, which lies
approximately 18 feet to the east. Note that the found monument at the center of said Section 10
is City of Renton Mon #1849, and that the NE corner is City of Renton Monument # 1845.
Note discrepancies between bearings and distances of record and those measured or calculated, if
any.
Note the dates the existing monuments were visited, per WAC 332-130-150.
Note all easements, restrictions and agreements of record on the lot line adjustment submittal.
The Pacific Northwest Title Company Boundary Line Adjustment Certificate, Order No_ 674496,
dated May 15, 2008, lists a total of nine documents that qualify for inclusion on the lot line
adjustment submittal. Review and revise as needed.
\HAFile Sys1t NQ - Land Subdivision & Surveying Records\LND-30 - Lot Une Ad}ustmentA03461RV090912.doc
September 26, 2008
Page 2
Note the plat name and lot numbers of the properties to the north, south and west of the subject
parcels on the lot line adjustment drawing. Those properties not "platted" should be noted as
UNPLATTED. Do not note Tax Parcel numbers or property owners' names.
The City official signing this lot line adjustment is the City of Renton Administrator of Public
Works. Note the new title on the drawing sheet (Sheet 1 of 2)_
Separate the City of Renton approval block more definitively from the King County approval
block - use a horizontal line between them or an additional space between thetas.
Revise the "DECLARATION" block on the drawing to OWNERS' DECLARATION.
Note the addresses for Lots B and C on the submittal.
Note the city designated street name for 146`h Ave SE, and emphasize "NILE AVE NE", not 148`'
Ave SE, both on Sheet 2 of 2.
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 lot line adjustment.
The lot line adjustment submittal and the associated document(s) are to be given to the Project
Manager as a package. Reference the associated document(s) on the lot line adjustment submittal
and provide spaces for the recording numbers thereof.
It is suggested to show the access easement for proposed Lot B on the lot line adjustment drawing
(Sheet 2 of 2), so that said Lot doesn't appear to be landlocked. Said easement is on private
property to the east of Lot B.
See the attachment for circled items that need to be corrected.
Are Item Nos. 3 and 4 under "Easement Notes: (Sheet 1 of 2) needed? Said language is usually
reserved for plats_ If references to existing easements, etc. and their recording numbers are
included on the submittal, that should be sufficient
Fee Review Comments:
The Fee Review Sheet for this review of the preliminary short plat is provided for your use
and information_
IBFile Sys%LND -Land Subdivision & Surveying RecordsTND-30 - Lot Line Adjustments103461RV080912.docicor
A PORTION OF THE NW 1/4 OF THE
OF SECTION 10, TOWNSHIP , 02
CITY OF RENTO N, M
LINE TABLE
LINE
BEARING
DISTANCE
L1
SB9'09'19"E
21.01'
L2
5O0`53'09"E
50.00'
L3
N00'52'45"W
35.30'
L4
S00'55'54"E
30.01'
L5
S89'13'21"E
30.01'
L6
S27'52'16"E
1B7.54'
L7
S10'53'33"E
168.06'
NORTHWEST CORNER OF
THE SOUTHWEST QUARTER
OF THE NORTHEAST QUARTER
OF SECTION 10, TOWNSHIP 23
NORTH, RANGE 5 EAST,
!�! ILLAMETTE MERIDIAN.'
i} n,
M7 wF��l„" r�t�`r r J
\ 89'12'51"E 567.92 ���J�
281.29'NEW 286.63'NEW
N37,4_0 NEW LOT LINE
Lot ]
_ o105�5.LYONS AVENUE NE 39750 SO.
FOUND PUNCH IN 1.5" ry 4 v �///I/r ��5lND C
BRASS DISC, INCASED. ; 74P,-�' n' Q ���LA Q d'
ccuu
W - m 366.44' igS�O S89'13'21'E 562 94'
196.50.1
10' SANITARY
W Div SEWER EASEMEN v �' 1
U o PER PLAT OLD LOT LINE 1
r3; ari-o Lot A
LE
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E
City of Renton Department of Community & Economic Development
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: �� � Y
COMMENTS DUE: .DULY 29, 2008
APPLICATION NO: LUA08-0% LLA; SHPL-H, ECF
DATE CIRCULATED: JULY 15, 2008
APPLICANT: Pacific Rim Construction
PLANNER: Jerry Wasser
PROJECT TITLE: Brookefield III Short Plat
PLAN REVIEWER: Rick Moreno
SITE AREA: 120, 540 square feet
EXISTING BLDG AREA (gross): N/A
LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX
Ilwaco PI NE
PROPOSED BLDG AREA (gross)
WORK ORDER NO: 77916
-f3L�A-Sf _RETAJRN-TO,A,N8RrF--y4 Ham--GJ"-FtOOR --
SUMMARY OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner review and approval of a 6-lot
Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square foot site. Tjhe proposed lots would range in size from
8,395 square feet to 13,940 square feet_ The proposed project site encompasses a Class 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling units/acre (R-4) zoning designation. Access to the
proposed project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units/acre (R-8) and two proposed internal public streets. A modification of the
City of Renton street standards has been requested to allow 26 foot wide public streets within the proposed project.
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Earth
Air
Water
Plants
LandlShoreline Use
Animals
Environmental Health
Energyl
Natural Resources
B. POLICY -RELATED COMMENTS
C. CODE-RELA TED COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
information
Necessary
Housing
Aesthetics
Li htlGlare
Recreation
Ufilibes
Transportation
Public Services
HistonciCuitural
Preservation
Airport Environment
10,000 Feet
14,00O Feet
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal.
Signature of Director or Authorized Representative Date
Y
CI'x -w OF RENTON
+"- +
Denis Law, Mayor
August 21, 2008
Michael Chen
Centre Pointe Consultants, Inc.
206 Railroad Avenue N.
Kent, WA 98032
SUBJECT: Broolcefield III Short Plat
LUA08-060, LLA, SHPL-H, ECF
"On Hold" Notice
Dear Mr. Chen:
Department of Community and
Economic Development
Alex Pietsch, Administrator
The Planning Division of the City of Renton is in receipt of your request, dated August
19, 2008; to place the above -captioned project "on hold". At this time, your project has
been placed "on hold" pending receipt of materials related to re-evaluation of the
proposed grading plan and the amount of fill material proposed for the project. Please.
contact. me at (425) 430-7382 if you have any questions.
Sincer y
Gerald C. Wasser
Associate Planner
cc: John L. Smith, Pacific Rite Construction / Owner/Applicant
C.L. & W.H. Yager, Danielle & David Gould, Patrick & Angeline Anderson, Mark Avakian, Tina
Coseel / Parties of Record
1055 South Grady Way - Renton, Washington 98057
SThis paper contains 50% recyrW materiW 30%past consumer
RE NTON
AHEAD OF THE CURVE
City enton Department of Community & Econom �veiopment
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT:Mn
COMMENTS DUE: JULY 29, ZOOS
APPLICATION NO: LUA08-060, LLA, SHPL-H, ECF
DATE CIRCULATED: JULY 15, 2008
APPLICANT: Pacific Rim Construction
PLANNER: Jer
PROJECT TITLE: Brookefieid III Short Plat
PLAN REV WER: Rick Moreno O
SITE AREA: 120, 540 square feet
EXISTING BL
LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX
Ilwaco PI NE
PROPOSED BLDG AREA (gross)
WORK ORDER NO: 77916
PLEASE RETURN TO ANDREA PETZEL IN CURRENT PLANNING 6TH FLOOR
SUMMARY OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner review and approval of a 6-lot
Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square foot site. Tjhe proposed lots would range in size from
8,395 square feet to 13,940 square feet. The proposed project site encompasses a Class 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling unitslacre (R-4) zoning designation. Access to the
proposed project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingresslegress for future
development and is zoned Residential - 8 dwelling units/acre (R-8) and two proposed internal public streets. A modification of the
City of Renton street standards has been requested to allow 26 foot wide public streets within the proposed project.
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
impacts
More
Information
Necessary
Earth
Air
Water
Plants
Land/Shoreline Use
Animais
Environmental HeaNh
Energy/
Natural Resources
B. POLICY-RELA TED COMMENTS
C. CODE -RELATED COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Housing
Aesthetics
Light/Glare
Recreation
Utilities
Transportation
Public Services
HlstoriclCultural
Preservation
Airport Environment
10,000 Feet
14, 000 Feet
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where addition li:Nnation is needed to properly assess this proposal
Signature of Director or Authorized Representative
Date
CENT
TE
ut$, Inc., P.5.
August 19, 2008
Mr, Gerald Wasser
City of Renton
Development Services Division
1055 South Grady Way
Renton, WA 98057
Re: Brookefield III Short Plat LUA08-060, LLA, SHPL-H, ECF
Dear Mr. Wasser:
On behalf of our client, we request that the City of Renton place a temporary hold on the
review of Brookefield III Short Plat. We will need some additional time to re-evaluate the
grading plan and amount of fill proposed for the project.
Please do not hesitate to contact me with any questions.
Sincerely,
Centre Pointe Consultants, Inc, P.S.
J�
Michael Chen
Director of Planning
cc: John Smith, Pacific Rim Construction
206 Railroad Ave. N. • Kent, Washington 98032 • Phone: 253,813.1901 • Fax: 253.813.1908
ENVIRONMENTAL DETERMINATION
ISSUANCE OF A DETERMINATION OF SIGNIFICANCE (DS)
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
PROJECT NAME: Brookefield Ili Short Plat
PROJECT NUMBER: LVACB-060, ECF, SHPL-H, LLA
LOCATION: - 1055 Lyons Avenue NE, 1059 Nile Avenue HE & 1062 Ilwaco Place NE
DESCRIPTION_ The applicant is requesting a Lot Line Adjustment. a Hearing Examiner Review
and Approval of a 6-lut Short Plat, and Environmental (SEPA) Review of a 120,540 square four site. The
proposed iois weuid range in size from 8,395 square feet to 13,940 square feel. The proposed project
encompasses a Category 2 Wetland and a Class 4 Stream, The proposed lot line adjustment and short rust are
within the Residentlal - 4 dwelling units per acre IR-a) zoning designation. Access to the proposed project
would be via Ilwaco Place NE and Lot 15 of the firookefield Plat which was reserved for ingresslegress for future
development and is zoned Residential - 8 dwelling units per acre (R-8) and two proposed internal streets, The
applicant proposes to use 36,000 ouhic yards of fill material to construct the proposed public streets, to provide
building pads and utility locations, A modification of the City of Renton street standards has been requested to
allow 26 foot wide public streets within the proposed project.
THE CITY OF REN1'ON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT
THE PROPOSED ACTION MAY HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT.
E6 REQUIRED: The lead agency has determined this proposal is likely to have a significanl impact on
the environment. An Environmental Impact Statement (EIS) is required Under RCS 43.21C.630(2)(c)
and wit€ be prepared. An environmental chacklist or other materials indicating likely environmental
impacts, are available for viewing in the lead agency's office.
LEAD AGENCY: City of Renton
Envitorrun ai Review Cammiltee
THE LEAD AGENCY HAS IDENiTIFIED THE FOLLOWING AREAS FOR DISCUSSION IN THE FS-
Faith. Air, Wales Asti lies, H—'rij, Noise, Natural Enaironmcnt, Recreation, PLdtc Services, and Traffic.
SLOPING: Agencies, affected tribes, and members of the public are invited to cnmment on the scope of the EIS.
You may comment on altematives, mitigation measures, probable significant adverse impacts, and licenses or
other approvals that may be required. Your comments must be submitted in writing and received befare 5.00
p.m. on September 29. 2008,
RESPONSMLE OFFICIAL: City of Renton
Environmental Review Committee
Department of Community & Economic Development
Planning Division
1055 S Grady Way
Renton, WA 98057
To appeal this Determination, you maul fde your appeal document with the hearing examiner within fourteen 1141
days of the date the Determination of Significance (DS) has been published In the officlai city newspaper- See City
Code Section 4-8•11O,E, RCW 43.21C.075 and WAC 197-11-680 for further details. There shall be only one appeal of
a Determination of Signficance and if an appeal has already heen filed, your appeal may be joined with the prior
appeal for hearing or may be dismissed if the other appeal has already heen heard. You should be prepared to
make specifl. factual objections. Contact the above office to read or ask show the procedures for SEPA appeals.
Appeals of the environmentai determination must be hied in writing on or before 5:00 PM an September 8, 2008.
Appeals must he filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of
Renton, 1065 South Grady Way, Renton, WA 99067. Appeals to the Examiner are governed by City of Renton
Municipal Code Section "-110.B. Additional information regardtng the appeal process may be obtained from the
Renton City Clerk's Office,(425) 43C-6510,
IF THE ENVIRONMENTAL DETERMINATION IS APPEALED. A PUBLIC HEARING WILL SE SET AND
ALL PARTIES NOTIFIED.
FOR FURTHER INFORMATION, PLEASE CONTACT THE Cfry OF RENTON. DEPARTMENT CIF
COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 43C-7200.
DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION
Please Include the project NUMBER when calling for proper fife Identtflcation.
CERTIFICATION
I, J 1`� certify that:- copies of the above document
were posted by me in —3 conspicuous places or ne the described property.. -INN It/
DATE: Z2- AI III SIGNED: w` -kio
ATTEST- Subscribed and sworn before me, a Notary Public, in and for the State of Washington residigg iti
on theme
-s NOTARY PLl LIC SIdR
ENVIRONMENTAL DETERMINATION
ISSUANCE OF A DETERMINATION OF SIGNIFICANCE ADS)
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
PROJECT NAME: Brookefield III Short Plat
PROJECT NUMBER: LUA08-060, ECF, Si LLA
LOCATION: 1055 Lyons Avenue NE, 1059 Nile Avenue NE & 1462 Flwaco Place NE
DESCRIPTION: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner Review
and Approval of a 6-lot Short Plat, and Environmental (SEPA) Review of a 120,540 square foot site. The
proposed lots would range in size from 8,395 square feet to 13,940 square feet. The proposed project
encompasses a Category 2 Wetland and a Class 4 Stream. The proposed lot line adjustment and short plat are
within the Residential - 4 dwelling units per acre (R-4) zoning designation. Access to the proposed project
would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingressfegress for future
development and is zoned Residential - a dwelling units per acre (R-8) and two proposed internal streets. The
applicant proposes to use 36,000 cubic yards of fill material to construct the proposed public streets, to provide
building pads and utility locations. A modification of the City of Renton street standards has been requested to
allow 26 foot wide public streets within the proposed project.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT
THE PROPOSED ACTION MAY HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT,
EIS REQUIRED: The lead agency has determined this proposal is likely to have a significant impact on
the environment. An Environmental Impact Statement (EIS) is required under RCS 43,21 C.030(2)(c)
and will be prepared. An environmental checklist, or other materials indicating likely environmental
impacts, are available for viewing in the lead agency's office.
LEAD AGENCY: City of Renton
Environmental Review Committee
THE LEAD AGENCY HAS IDENITIFIED THE FOLLOWING AREAS FOR DISCUSSION IN THE EIS:
Earth, Air, Water, Asthetics, Housing, Noise, Natural Environment, Recreation, Public Services, and Traffic.
SCOPING: Agencies, affected tribes, and members of the public are invited to comment on the scope of the EIS.
You may comment on alternatives, mitigation measures, probable significant adverse impacts, and licenses or
other approvals that may be required. Your comments must be submitted in writing and received before 5:00
p.m. on September 29, 2008.
RESPONSIBLE OFFICIAL: City of Renton
Environmental Review Committee
Department of Community & Economic Development
Planning Division
1055 S Grady Way
Renton, WA 98057
To appeal this Determination, you must file your appeal document with the hearing examiner within fourteen (14)
days of the date the Determination of Significance IDS) has been published in the official city newspaper. See City
Code Section 4-8-110.E, RCW 43,21C.075 and WAC 197-11-680 for further details. There shall be only one appeal of
a Determination of Significance and if an appeal has already been filed, your appeal may be joined with the prior
appeal for hearing or may be dismissed if the other appeal has already been heard. You should be prepared to
make specific factual objections. Contact the above office to read or ask about the procedures for $EPA appeals.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM on September 8, 2008.
Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of
Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton
Municipal Code Section 4-8-110.13. Additional information regarding the appeal process may be obtained from the
Renton City Clerk's Office, (425) 430-6510.
IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND
ALL PARTIES NOTIFIED.
FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF
COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200.
DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION
Please include the project NUMBER when calling for proper file identification.
y
CCITY 7F RENTON
+ "OR' -
Denis Law, Mayor
August 20, 2008
Michael Chen
Centre Pointe Consultants
206 Railroad Avenue N
Kent, WA 98032
SUBJECT: Brookefield III Short Plat
LUA08-060, ECF, SHPL-H, LLA
Dear Mr. Chen:
vepartment of Community and
Economic Development
Alex Pietsch, Administrator
This letter is written on behalf of the Environmental Review Committee (ERC) to advise you
that they have completed their review of the subject project and have issued a threshold
Determination of Significance. Please refer to the enclosed ERC Report and Decision and
Notice of Determination for more details.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM
on September 8, 2008. Appeals must be filed in writing together with the required $75.00
application fee with; Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA
98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-
110.B. Additional information regarding the appeal process may be obtained from the Renton
City Clerk's Office, (425) 430-6510.
If the Environmental Determination is appealed, a public hearing date will be set and all parties
notified. The preceding information will assist you in planning for implementation of your
project and enable you to exercise your appeal rights more fully, if you choose to do so. if you
have any questions or desire clarification of the above, please call me at (425) 430-7382.
For the Environmental Review Committee,
il�le4aeAlal�
Gerald C. Wasser
Associate Planner
Enclosure
cc: John L. Smith / Owner(s)
Mark T. Avakian, CL & WH Yager, Patrick & Angeline Anderson, Tina Coseel, Danielle & David
Gould / Party(ies) of Record
1055 South Grady Way - Renton, Washington 98057 R E N .T O N
AHEAD OF THE CURVE
This paper contains 56 %recycled material; 30%post consumer
fi o CIT F RENTON
g epartment of Community and
Economic Development
Denis Law, Mayor Alex Pietsch, Administrator
August 20, 2008
Washington State
Department of Ecology
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
Subject: Environmental Determination
Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by
the Environmental Review Committee (ERC) on August 18, 2008:
DETERMINATION OF SIGNIFICANCE
PROJECT NAME: Brookefield III Short Plat
PROJECT NUMBER: LUA08-060, ECF, SHPL-H, LLA
LOCATION: 1055 Lyons Avenue NE, 1059 Nile Avenue NE, & 1062 Ilwaco Place NE
DESCRIPTION: The applicant requests a Lot Line Adjustment, Hearing Examiner
Approval of a 6-lot Short Plat, and Environmental (SEPA) Review of a 120,540 s.f. site. Proposed
lots range in size from 8,395 s.f. - 13,940 s.f. A Category 2 Wetland and Class 4 Stream are present
on the site. The site is zoned Residential - 4 .dwelling units per acre (114). Access would be via
Ilwaco PI NE, and Lot 1.5 of the Brookefield Plat (Zoned R-8), and 2 proposed internal streets. The
applicant proposes to use 36,000 c.y. of fill material to constructstreets, building pads, .& utilities. A
modification of the City's street standards is requested to allow 26 ftwide public streets.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM on
September 8, 2008. Appeals must be filed in writing together with the required $75.00 application fee
with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the
Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information
regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510.
Please refer to the enclosed Notice of Environmental Determination for complete details. If you have
questions., please call me at (425) 430-7382.
For the Environmental Review Committee,
Gerald C. Wasser
Associate Planner
Enclosure
cc: King County Wastewater Treatment Division
WDFW, Stewart Reinbold
David F. Dietzman, Department of Natural Resources
WSDOT, Northwest Region
Duwamish Tribal Office
Karen Waiter, Fisheries, Muckleshoot Indian Tribe
Melissa Calvert, Muckleshoot Cultural Resources Program
US Army Corp. of Engineers
Stephanie Kramer, Office of Archaeology & Historic Preservation
RENTON
AHEAD OF THE CURVE
1055 South Grady Way - Renton, Washington 98057
l9 This paper contains50%recycled matedal,30% post consumer
CITY OF RENTON
DETERMINATION OF SIGNIFICANCE
AND REQUEST FOR COMMENTS ON SCOPE OF EIS
APPLICATION NUMBER(S): LUA08-060, ECF, SHPL-H, LLA
APPLICANT: John L. Smith
PROJECT NAME: Brookefield III Short Plat
DESCRIPTION OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner
Review and Approval of a 6-lot Short Plat, and Environmental (SEPA) Review of a 120,540 square foot site. The
proposed lots would range In size from 8,395 square feet to 13,940 square feet. The proposed project
encompasses a Category 2 Wetland and a Class 4 Stream. The proposed lot line adjustment and short plat are
within the Residential - 4 dwelling units per acre (R-4) zoning designation. Access to the proposed project would
be via I[waco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingresslegress for future
development and is zoned Residential - 8 dwelling units per acre (R-8) and two proposed internal streets. The
applicant proposes to use 36,000 cubic yards of fill material to construct the proposed public streets, to provide
building pads and utility locations.. A modification of the City of Renton street standards has been requested to
allow 26 foot wide public streets within the proposed project.
LOCATION OF PROPOSAL: 1055 Lyons Avenue NE, 1059 Nile Avenue NE & 1062 Ilwaco
Place NE
EIS REQUIRED: The lead agency has determined this proposal is likely to have a
significant impact on the environment. An Environmental Impact Statement (EIS) is required under RCW
43.21C.030(2)(c) and will be prepared. An environmental checklist, or other materials indicating likely
environmental impacts, can be reviewed at our offices.
LEAD AGENCY: City of Renton .
Environmental Review Committee
Department of Community & Economic Development
Planning Division
The lead agency has identified the following areas for discussion in the EIS:
Earth, Air, Water, Aesthetics, Housing Noise, Natural Environment, Recreation, Public Services, and Traffic.
SLOPING: Agencies, affected tribes, and members of the public are invited to comment on the scope of the EIS. You
may comment on alternatives, mitigation measures, probable significant adverse impacts, and licenses of other approvals
that may be required. Your comments must be submitted in writing and received before September 29, 2008.
Responsible Official Environmental Review Committee
Department of Community & Economic Development
Planning Division
1055 S Grady Way
Renton, WA 98057
APPEAL, You may appeal this determination of significance, in writing, pursuant to RMC 4-8-110.13, accompanied by a
non-refundable $75.00 appeal fee, no later than 5:00 PM September 8, 2008, to:
Renton Hearing Examiner
City Clerk's Office
1055 S. Grady Way
Renton, WA 98057
ERC Signature Sht2 08-060.doc
To appeal this Declaration, you must file your appeal document with the hearing examiner within fourteen (14) days of the
date the Declaration of -significance is final or the Declaration of Significance has been published in the official city
newspaper. See City Cocle Section 4-8-110.E, RCW 43.21 C.075 and WAC 197-11-680 for further details. There shall be
only one appeal of a Declaration of Non -Significance or Declaration of Significance, and if an appeal has already been
filed, your appeal may be joined with the prior appeal for hearing or may be dismissed if the other appeal has already
been heard. You should be prepared to make specific factual objections. Contact the above office to read or ask about
the procedures for SEPA appeals.
PUBLICATION DATE:
DATE OF DECISION:
SIGNATURES:
August 23, 2008
August 18, 2008
QLa Zmfowwafe� G
Gregg i mer. n, d inis rator Date
Public rks epartment
Terry Higas iyama, Administrator Date
Community Services
I. David Daniels, Fire Chief Date
Fire Department
eq
p.
Alex strator Date
_.Department of Community &
economic. Development
ERC Signature SM2 08-M,doc
CITY OF RENTON
DETERMINATION OF SIGNIFICANCE
ADVISORY NOTES
APPLICATION NUMBER(S): LUA08-060, ECF, SHPL-H, LLA
APPLICANT: John L. Smith
PROJECT NAME: Brookefield III Short Plat
DESCRIPTION OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner
Review and Approval of a 6-lot Short Plat, and Environmental (SEPA) Review of a 120,540 square foot site. The
proposed lots would range in size from 8,395 square feet to 13,940 square feet. The proposed project
encompasses a Category 2 Wetland and a Class 4 Stream. The proposed lot line adjustment and short plat are
within the Residential - 4 dwelling units per acre (R-4) zoning designation. Access to the proposed project would
be via llwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units per acre (R-8) and two proposed internal streets. The
applicant proposes to use 36,000 cubic yards of fill material to construct the proposed public streets, to provide
building pads and utility locations. A modification of the City of Renton street standards has been requested to
allow 26 foot wide public streets within the proposed project.
LOCATION OF PROPOSAL: 1055 Lyons Avenue NE, 1059 Nile Avenue NE, & 1062 llwaco Place NE
LEAD AGENCY: The City of Renton
Department of Community & Economic Development
Planning Division
Advisory Notes to Applicant.
The following notes are supplemental information provided in conjunction. with the environmental determination.
Because these notes are provided as information only, they are not subject to the appeal process for
environmental determinations.
Planning:
RMC 4-4-030.c.2 limits haul hours between 8:30 a.m. and 3:30 p.m., Monday through Friday unless otherwise
approved by the Development Services Division.
2. Commercial, multi -family and new single family and other nonresidential construction activities shall be restricted to
the hours between 7:00 a.m. and 8:00 p.m., Monday through Friday. Work on Saturdays shall be restricted to the .
hours between 9.00 a.m. and 8:00 p.m. No work shall be permitted on Sundays.
Fire:
1. FIRE FLOW: Structures up to 3,600 square feet (including garage and basement areas) shall require a minimum fire
flow of 1,000 gallons per minute for 2 hours. Structures in excess of 3,600 square feet shall meet a minimum fire
flow of 1,500 gallons per minute for 2 hours. Additional Fire Flow requirements may be required as noted in
Appendix B — Table B of the 2006 International Fire Code. A water availability certificate shall be required from
your local water purveyor.
2. REQUIRED HYDRANTS: As in accordance with Renton Fire Department standards, one (1) hydrant shall be
required for structures up to 3,600 square feet and that require a minimum flow of 1,000 gallons per minute. The
number is also subject to meeting installation spacing requirements that are in accordance with sound engineering
practices. Structures over 3,600 square feet and having a minimum fire flow of 1,500 gallons per minute or more
shall require a minimum of two (2) hydrants. The number of hydrants for structures over 3,600 square feet shall also
be based on spacing, which shall be in accordance with sound engineering practices. Hydrants shall be equipped with
5-inch Storz fittings on the main ports.
ERC Advisory Notes Page 1 of 3
3. HYDRANT SPACING: Residential spacing
A. Hydrants shall be no greater than 300 feet to the front of any structure.
B. Hydrant spacing shall also be in accordance with Appendix C, Table C 105.1 of the 2006 International Fire
Code. Maximum spacing is approximately 600 feet. Spacing ranges are based on fire flow requirements.
4. FIRE APPARTUS ACCESS:
A_ The minimum Fire Apparatus Road Access: Shall be no less than 20 feet wide and on a surface capable of
sustaining the weight of a Fire Apparatus.
B. Fire Lane si ng cage: Shall be required along one side of the road where the road width is 20 to 28 feet wide.
Signage shall be placed on the same side in which the hydrants are located. Signage shall be in accordance
with section 503 of the 2006 International Fire Code and the City of Renton Ordinance 4-4-80-6 A-G.
5. DEAD END STREETS: Street Standards Section 4-6-060-G
A. Access of Dead End Streets_ from 300 to 500 feet in lend: Shall require a Cul-de-Sac design requirement
below.
B. Cul-de-Sac Design Requirements: Cul-de-Sacs shall have a minimum paved radius of forty-five (45) feet
with a right-of-way radius of fifty-five (550 feet for the turnaround. The Cul-de-Sac turnaround shall have a
design approved by the Administrator of the Bureau of Fire Prevention.
LADDER ACCESS: Ladder access for a 35-foot ladder at 70-degree angle shall be provided on all 4 sides of a
building 2 stories or greater.
7. FIRE MITIGATION FEES: Fire mitigation fees shall be $488.00 per unit and shall be paid prior to Final Plat
recording.
8. ADDITIONAL COMMENTS: Please feel free to contact the Assistant Fire Marshall if you have any further
questions or comments regarding the pre -application review comment for this project.
9. TEMPORARY FIRE APPARATUS: Access is to be maintained throughout the construction period or until the final
access is completed.
10. TEMPORARY ADDRESS: A clear and visible temporary address is to be provided throughout the construction
period or until permanent addressing is completed.
Plan Review
EXISTING CONDITIONS:
WATER
The property associated with this short plat is served within Water District 90.
2. The owner shall obtain a water availability letter from Water District 90 to include, but not limited to all requirements
for fire and domestic service for the proposed development.
3. Contact Water District 90 at (425) 255-9600.
SEWER
1. Currently, no sewer main is fronting this property. The owner must engineer the site to reflect how sewer service will
be provided in relationship to the site layout.
STORM
1. The surface water drains to the Honey Creek Basin.
TRANSPORTATION
1. Street improvements to lot i via 2..6 ft, private access easement.
2. No existing frontage improvements along Ilwaco Place NE.
ERC Advisory Notes Page 2 of 3
CODE REQUIREMENTS;
WATER
1 _ In accordance with the Fire Department requirement (prior to recording the subdivision), at a minimum, one hydrant
within 300 feet of any proposed single-family structure is required.
SANITARY SEWER
1 _ The Sewer System Development Charge is $1,591.00 per new single-family residence per 3/a" water meter service
(more if larger sized meter is installed). This fee is due with the construction permit.
2. All short plats shall provide a separate side sewer to each building lot prior to recording the plat. (Lot I does not
show side sewer proposed connection). Sewer main extension may be required.
3. No duel side sewer is allowed.
4. Side sewer shall be a minimum of 2% slope.
5. This property is within the Honey Creek Special Assessment District. As such, an assessment per each lot is $250.00.
This S.A.D. has reached its peak assessment period.
SURFACE WATER
1. Surface Water System Development Charge is $1,012.00 per new dwelling unit. This fee is due with the construction
permit.
2. An erosion and sedimentation control plan will be implemented during construction.
3. Due to downstream flooding and erosion problems, staff recommends as a SEPA condition this project to comply
with the 2005 King County Surface Water Design Manual to meet both detention (conservation flow control) and
water quality (basic) improvements.
4. Provide sizing calculations in accordance with the 2005 KCSWDM to support use of detention identified in the
preliminary report as part of Utility Permit.
TRANSPORTATION
1. All new electrical, phone and cable services must be underground. Construction of these franchise utilities must be
inspected and approved by a City of Renton public works inspector prior to recording of the plat.
2. City Code requires street improvements, which include: paving, sidewalks, curb and gutter, storm drainage and
landscape along street frontage.
3. Public streets shall be per modification.
FIRE DEPARTMENT
I. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. Available fire
low is limited to 1,250 GPM.
2. Building square footage is limited to 3,600 square feet in the proposed plat.
3. A fire mitigation fee of $488.00 is required for all new single-family structures.
4. Fire department access roadways require a minimum 20-foot wide paved roadway. Fire department turnarounds are
required for roads over 150-foot in length.
5. All building addresses shall be visible from a public street.
CONDITIONS
1. Access to the new lot will be limited to Ilwaco Place NE. This should be identified in the language on the recorded
plat.
2. The traffic mitigation fee of $75 per additional generated trip shall be assessed per additional single family home at a
rate of 9.57 trips per day and is calculated to be $4,306.50. This fee is payable at time of recording the plat.
ERC Advisory Notes Page 3 of 3
CITY OF RENTON
DETERMINATION OF SIGNIFICANCE
AND REQUEST FOR COMMENTS ON SCOPE OF EIS
APPLICATION NUMBER(S): LUA08-060, ECF, SHPL-H, LLA
APPLICANT: John L. Smith
PROJECT NAME: Brookefield III Short Plat
DESCRIPTION OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner
Review and Approval of a 6-lot Short Plat, and Environmental (SEPA) Review of a 120,540 square foot site. The
proposed lots would range in size from 8,395 square feet to 13,940 square feet. The proposed project
encompasses a Category 2 Wetland and a Class 4 Stream. The proposed lot line adjustment and short plat are
within the Residential - 4 dwelling units per acre (R-4) zoning designation. Access to the proposed project would
be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units per acre (R-8) and two proposed internal streets. The
applicant proposes to use 36,000 cubic yards of fill material to construct the proposed public streets, to provide
building pads and utility locations. A modification of the City of Renton street standards has been requested to
allow 26 foot wide public streets within the proposed project.
LOCATION OF PROPOSAL: 1055 Lyons Avenue NE, 1059 Nile Avenue NE & 1062 Ilwaco
Place NE
EIS REQUIRED: The lead agency has determined this proposal is likely to have a
significant impact on the environment. An Environmental Impact Statement (EIS) is required under RCW
43.21C.030(2)(c) and will be prepared. An environmental checklist, or other materials indicating likely
environmental impacts, can be reviewed at our offices.
LEAD AGENCY: City of Renton
Environmental Review Committee
Department of Community & Economic Development
Planning Division
The lead agency has identified the following areas for discussion in the EIS:
Earth, Air, Water, Aesthetics, Housing, Noise, Natural Environment, Recreation, Public Services, and Traffic.
SCOPING: Agencies, affected tribes, and members of the public are invited to comment on the scope of the EIS. You
may comment on alternatives, mitigation measures, probable significant adverse impacts, and licenses of other approvals
that may be required. Your comments must be submitted in writing and received before September 29, 2008.
Responsible official: Environmental Review Committee
Department of Community & Economic Development
Planning Division
1055 S Grady Way
Renton, WA 98057
APPEAL: You may appeal this determination of significance, in writing, pursuant to RMC 4-8-110.113, accompanied by a
non-refundable $75.00 appeal fee, no later than 5:00 PM September 8, 2008, to:
Renton Hearing Examiner
City Clerk's Office
1055 S Grady Way
Renton, WA 98057
ERC Signature Sht2 08-060.doc
To appeal this Declaration, you must file your appeal document with the hearing examiner within fourteen (14) days of the
date the Declaration of significance is final or the Declaration of Significance has been published in the official city
newspaper. See City Code Section 4-8-110.E, RCW 43.21C,075 and WAC 197-11-680 for further details. There shall be
only one appeal of a Declaration of Non -Significance or Declaration of Significance, and if an appeal has already been
filed, your appeal may be joined with the prior appeal for hearing or may be dismissed if the other appeal has already
peen heard. You should be prepared to make specific factual objections. Contact the above office to read or ask about
the procedures for SEPA appeals.
PUBLICATION DATE:
DATE OF DECISION:
SIGNATURES:
August 23, 2008
August 18, 2008
Awa zml��91M'11 '01'olo-!�
Gregg E mar n, d inistrator Date
Public rks apartment
I. David Daniels, Fire Chief Date
Fire Department
-A
r___1
a
Terry Higas iyama, Administrator Date Alex Pietsch, AdrVnistrator Date
Community Services Department of Community &
Economic Development
ERC Signature Sht2 08-060.doe
ENVIRONMENTAL REVIEW COMMITTEE
MEETING NOTICE
August 18, 2008
To:
Gregg Zimmerman, Public Works Administrator
Terry Higashiyama, Community Services Administrator
I. David Daniels, Fire Chief
Alex Pietsch, CED Administrator
From:
Jennifer Henning, CED Planning Manager
Meeting Date:
Monday, August 18, 2008
Time:
3:00 PM
Location:
Sixth Floor Conference Room #620
Agenda listed below.
Brookefield III Short Plat (Wasser)
LUA08-060, ECF, SHPL-H, LLA
The applicant is requesting a Lot Line Adjustment, a Nearing Examiner Review and Approval of a 6-lot Short Plat, and
Environmental (SEPA) Review of a 120,540 square foot site. The proposed lots would range in size from 8,395 square
feet to 13,940 square feet. The proposed project encompasses a Category 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling units per acre (R-4) zoning
designation. Access to the proposed project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which
was reserved for ingress/egress for future development and is zoned Residential - 8 dwelling units per acre (R-8) and
two proposed internal streets. A modification of the City of Renton street standards has been requested to allow 26
foot wide public streets within the proposed project.
cc: D. Law, Mayor
J. Covington, Chief Administrative Officer
S. Dale Estey, CED Director
D. Pargas, Assistant Fire Marshall
N. Watts, Development Services Director
F. Kaufman, Hearing Examiner
C. Duffy, Deputy Chief/Fire Marshal 0
J. Medzegian, Council
P. Hahn, Transportation Systems Director
C. Vincent, CED Planning Director Q
L. Warren, City Attorney (9
ERC City of Renton
REPORT Department of Community and Economic Development
ENVIRONMENTAL REVIEW COMMITTEE REPORT
ERC MEETING DATE:
Revised meeting Date: August 18, 2008
Project Xcarne:
T_iookefield III Short Plat
Owner:
John L. Smith, PO Box 2670, Renton, WA 98058
Applicant:
John L. Smith, PO Box 2670, Renton, WA 98058
Contact:
Michael Chen, Centre Pointe Consultants, 206 Railroad Ave. N, Kent, WA 98032
File Number:
LUA08-060, LLA, SHPL-H, ECF
Project Alanager:
Gerald Wasser, Associate Planner
Project Summary:
The applicant. is requesting a Lot Line Adjustment, a Hearing I xaminer Review
and Approval of a 6-lot Short Plat, and Environmental (SEPA) Review of a
120,540 square foot site. The proposed lots would range in size from 8,395 square
feet to 13,940 square feet. The proposed project encompasses a
Category 2 Wetland and a Class 4 Stream. The proposed lot line adjustment and
short plat are within the Residential - 4 dwelling units per acre (R-4) zoning
designation. Access to the proposed project would be via Ilwaco Place NE and Lot
15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units per acre (R-8) and two
proposed internal streets. The applicant proposes to use 36,000 cubic yards of fill
material to construct the proposed public streets, to provide building pads and
utility locations. A modification of the City of Renton street standards has been
requested to allow 26 foot wide public streets within the proposed project.
Project .Locution:
1055 Lyons Avenue NF, 1059 Nile Avenue NE, and 1062 Ilwaco Place NE
Exist. Bldg. Area SF.,
NIA Proposed New Bldg. Area (footprint): N/A
Proposed A`ew Bldg. Area (gross): N/A
Site Area:
120,480 square feet Total Building Area (;,SF: N/A
(2.77 acres)
STAFF
Staff Recommends that the Environmental Review Committee issue a
RECOALVE1'DATION:
Determination of Significance (DS).
Ererpt_BrookeJieldlll. ctoc
City of Renton Department of Co? nity & Economic Development ronmental Review Committee Report
BR00KEFIELD III SHORT PL, L UA08-060, LLA, SHPL-H, ECF
Report of Revised meeting Date: August 18, 2008 Page 2 of 8
PART ONE: PROJECT DE5CRIPTION / BACKGROUND
The applicant is proposing a lot line adjustment which would affect three parcels. Currently, the parcel at 1062
Ilwaco Place NE encompasses 4,505 square feet, the parcel at 1055 Lyons Avenue NE encompasses 93,055
square feet, and the parcel at 1059 Nile Avenue NH encompasses 163,410 square feet. Three new lots would be
created as a result of this lot line adjustment: Lot A would be 120,540 square feet; Lot B would be 39,750 square
feet; and, Lot C would be 100,680 square feet. The proposed 6-lot short plat would be on the lot line adjustment
Lot A.
The proposed short plat would result in the creation of 6 lots for future residential development, one tract (Tract
A) to provide for a detention pond, and two open space tracts (Tract B which would encompass the wetland
buffer and Tract C which would contain fill material, but would remain undeveloped). The project site is located
east of Ilwaco Place NE between NE 10"' Place and NE 11"' Street and is zoned Residential 4 dwelling units
per acre (R-4) and Residential — 8 dwelling units per acre (R-8). The proposed lots would range in size from
8,395 square feet to 13,940 square feet.
A wetland and stream delineation study, a geotechnical engineering report, and a preliminary drainage report
were submitted with the project application. The wetland study identifies a Category 2 wetland associated with
Honey Creels, a Class 4 stream which flows along the eastern property line of the proposed project.
The applicant submitted a revised project narrative and Environmental Checklist on August 7, 2008 which
indicates that the proposed project would require fill quantities of approximately 36,000 cubic yards. A fill
source statement would be submitted when construction plans are submitted.
Access to the proposed lots would be via two internal streets which would take access from Ilwaco Place NE
(Lot A of the lot line adjustment includes lot 15 of the Brookcficld Plat which provides this access).
PART TWO: ENVIRONMENTAL REVIEW
In compliance with RCW 43.21 C.240, the following environmental (SEPA) review addresses only those project
impacts that are not adequately addressed under existing development standards and environmental regulations.
A. Environmental Threshold Recommendation
Based on analysis of probable impacts from the proposal, staff recominends that the Responsible Officials:
Issue a Determination Significance with a 14-day Appeal Period.
B. Exhibits
Exhibit 1 Vicinity Map
Exhibit 2 Site Plan
Exhibit 3 Landscape Plan
Exhibit 4 ;honing Map
C. Environmental Impacts
The Proposal vvas circulated and reviewed by various City Departments and Divisions to determine whether
the applicant has adequately identifiecl and addressed environmental impacts anticipated to occur in
conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to
have: the fallowing probable impacts:
1. Earth
The applicant submitted a Gcotechnical Engineering Report prepared by The Riley Group, Inc., dated
January 11, 2008. According to the report the site slopes down to the east with a slope gradient of 10
percent. The eastern portion of the site is an east -facing slope with an elevation difference of 20 feet (and a
ERCRpt_BrookTehilll doc
City- of Renton Department of Cot nity & Economic Development ronmenral Review Committee Report
BROOKEFIELD III SHORT PA LUA08-060, LLA, SHFL-H, ECF
Report of Revised meeting Date: August 18, 2008 Page 3 of 8
slope gradient of 15 percent). Vegetation on the project site consists of alder, maple, fir, and cedar trees as
well as wet soil plants including cattail, creeping buttercup, bulrush, skunk cabbage and horsetail, and water
plants.
The information provided by the applicant indicates that soils on -site consist of loose to medium dense silty
sand with trace gravel and roots overlying medium dense to dense silty sand and some gravel_ The Riley
Group reviewed the Geologic Map of Surficial Deposits in Seattle 30' by 60' Quadrangle, Washington which
indicates that soil in the project vicinity is mapped as Vashon advanced outwash deposits (Map Unit Qva),
which consist of slightly oxidized, light red -brown gravel and sand and light brown to gray silt and clay,
moderately to well -sorted, well -stratified.
The geotechnical report concludes that the proposed development of the site appears feasible and provided
recommendations for site preparation and grading, excavations and fill slopes, foundations, retaining walls,
slab -on -grade construction, drainage, utilities, and pavements, The Geotechnical Engineering Report states
that native soils contain materials which may be moisture sensitive; the use of imported fill material is
recommended. Grade inclination and drainage are recommended for cut and fill slope stabilization.
Foundation design recommendations are made in the Geotechnical Report to support residential building.
Recommendations are also made for retaining walls, concrete walls and rockeries to protect slopes and future
building.
The applicant indicates that grading on -site would be limited to the construction of the new public right -of
way, building pads and utilities. Future fill is estimated at 36,000 cubic yards_ This large amount of till
material was not considered as part of the Geotechnical Engineering Report submitted with the application
materials. Therefore, additional geoteehrrical and soils analysis via an EnviromTiental Impact Statement
(EIS) and evaluation of a range of alternatives is recommended prior to determining appropriate mitigation
measures.
2. Air
The applicant has indicated that 36,000 cubic yards of fill material would be imported to the project site.
Assuming truck capacity of 10 cubic yards, approximately 3,600 truck trips would be required to deliver this
amount of fill; assuming truck capacity of 20 cubic yards, approximately 1,800 truck trips would be required
to deliver this amount of fill. Impacts to ambient air quality in the vicinity of the proposed project site are
anticipated from hauling activities associated with the importation of 36,000 cubic yards of fill material. In
order to fully assess and appropriately mitigate for potential air quality impacts (particularly pollutants
emitted by trucks and dust generated by construction activities), staff recommends additional analysis via an
Environmental Impact Statement (EIS) and evaluation of a range of alternatives prior to determining
appropriate mitigation measures.
3. Water — Wetlands/Streams
A Wctland and Stream Delineation Study prepared by The Watershed Company, dated March 5, 200S was
submitted with the project application. According to the study the subject property lies within the south edge
of the Cedar/Sammamish water resources inventory area (WRIA number 8) and contains a tributary to May
Creek called Honey Creek. The property generally slopes down towards I Ioney Creek, which flows north.
Big leaf maples, red alder, Douglas fir dominate the forest canopy on the subject site with some western red
cedar and black cottonwood present. Sword fern, Salmoribcrry, osoberry, beaked hazelnut, and vine maple
dominate the understory with Himalayan blackberry, dewberry, and hedge laurel also present. Some
Douglas spirea, Sitka willow and water parsley are present along and in the I Ioney Creek riparian corridor,
ERCRpt Brookfieldlll.doc
City of'Renton Department of Cor nity & Economic Development ronmental Review Committee Report
BROOKEFIELD III SHORT PL. LUA08-060, LLA, SHPL-H, ECF
Report of Revised meeting Date, August 18, 2008 Page 4 of 8
The wetland is a Category 2 Wetland characterized as a scrub -shrub and emergent riverine wetland that
extends along the length of the on -site portion of the Honey Creek riparian corridor. Honey Creek flows
north from within the inundated area within the wetland into a low gradient, silty -bottom channel with gravel
and perceivable flow at the time of The Watershed Company's site visit the width of the channel ranges from
12 to 20 feet, but is typically approximately 15 feet and is bordered by a margin of the wetland. Honey
Creek is mapped as a Class 4 Stream on the City of Renton Water Class Map.
Renton Municipal Code (RMC) Critical Areas regulations require a 50-foot buffer for Category 2 wetlands
and a 35-foot buffer for Class 4 streams. According to the Wetland and Stream Delineation Report the buffer
from Honey Creek is entirely within the Wetland buffer on the subject property. RMC regulations allow
reduction of Category 2 Wetland buffers to 37T5 feet with buffer enhancement or buffer averaging. The
report concludes that the subject property is not conducive to enhancement, but because reduction in the
standard buffer will result in no net loss of buffer function or values, the additional buffer is contiguous and
the total buffer is not reduced it is supportive of buffer averaging. In accord with the wetland study
submitted with the application materials the buffer area on proposed Lot 4 is reduced (by 30 square feet)
while adding buffer area to Tract B (110 square feet) and is depicted on the submitted Site Plan, utilizing the
provisions of the RMC permitting buffer averaging.
The Wetland and Stream Delineation Study did not evaluate the 36,000 cubic yards of fill material proposed
on the project site inclose proximity to the wetland buffer. Staff recommends that additional wetland and
strearn analysis be conducted via an Environmental Impact Statement (EIS) and evaluation of a range of
alternatives prior to determining appropriate mitigation measures.
4. Storm Water
A Preliminary Drainage Report prepared by CPH Consultants, dated June 13, 2008 was submitted with the
application materials. The report states that, currently, surface water ultimately discharges to Honey Creek.
The applicant proposes to construct an open on -site pond (Tract A) with a conventional flow control
structure, surface inlets and below -grade pipes are proposed to collect and convey storm water runoff from
the proposed project. The Preliminary Drainage Report did not take into consideration the currently
proposed 36,000 cubic yards of fill material. Staff recommends further analysis via an Environmental
Impact Statement (FIS) and evaluation of a range of alternatives prior to determining appropriate mitigation
measures,
5. Vegetation
Vegetation on the proposed project site consists primarily of alder, maple, fir and cedar trees. Wet soil plants
include cattail, creeping buttercup, bulrush, skunk cabbage, and horsetail. The applicant proposes to remove
vegetation from the area proposed for new public streets, building pads and the area required for utilities
installation. A total of 162 trees are located on the project area outside of critical areas and their buffers. A
total of 72 trees are required to be retained or replaced per Renton Municipal Code. The replacement trees
shall be a minimum of 2-inch caliper trees, The importation of 36,000 cubic yards of fill material was not
considered as part of the tree cutting/retention plan. In order to fully assess and appropriately mitigate the
removal of trees, staff recommends that additional analysis via an Environmental Impact Statement (EIS) and
evaluation of a range of alternatives prior to determining appropriate mitigation measures.
6. Noise
Noise impacts to surrounding residential communities are anticipated from typical construction and hauling
activities. Noise generated may be exacerbated by the high volume of truck traffic anticipated to import the
proposed 36,000 cubic yards of fill material. In order to fully assess and appropriately mitigate for potential
ERCRpt_Brook eldlll.doc
City of Renton Department of Coj pity & Economic Development ronmental Review Committee Report
BROOKEFIELD III SHORT A L UA68-060, LLA, SIIPL-II, ECF
Report of Revised meeting Datc: August 18, 2008 Page 5 of 8
noise impacts, staff recommends additional analysis via an Environmental Impact Statement (EIS) and
evaluation of a range of alternatives prior to determining appropriate mitigation measures.
7. Aesthetics
The change in elevation of the site and the removal of natural vegetation resulting from the importation of
36,000 cubic yards of fill material on the project site would likely result in adverse irrapacts to views from
surrounding properties. Prior to determining appropriate mitigation measures, further analysis of view -sheds
is recommended via an Environmental Impact Statement (EIS) and evaluation of a range of alternatives.
8. Parks and Recreation
The proposal does not provide on -site recreation areas for future residents of the proposed short plat. It is
anticipated that the proposed development would generate future demand on existing City parks and
recreational facilities and programs. Therefore, staff reconunends a mitigation measure requiring that the
applicant pay a Parks Mitigation Fee based on $530.76 per each now single family lot. The fee is estimated
at $3,184.56 (6 new lots x $530.76 — $3,184,56) and would payable prior to recording of the final plat.
I.rl addition, a Native Growth Protection Area may need to be established along the buffer areas which
encroach into the proposed lots. As proposed the project does not address this issue. Additional analysis via
an Environmental Impact Statement (EIS) and evaluation of a range of alternatives is recommended prior to
determining appropriate mitigation measures.
9. Transportation
Access to the proposed project would be provided by two new 26 foot wide public streets off of Ilwaco Place
NE_ A street modification was approved on July 29, 2008 which permits this 26 foot street width. It is
anticipated that the proposed project would result in impacts to the City's street system. Therefore, staff
recommends a mitigation measure requiring the payment of a Traffic Mitigation Fee in the amount of $75.00
for each new net daily trip prior to the recording of the final plat_ It is anticipated that the proposed project
would result in the payment of $4,306.50 (57.42 net new daily trips x S75 — $4,306.50).
In order to transport the proposed 36,000 cubic yards of fill material to the project site it is estimated that
1,800 truck (with a 20 cubic yard capacity) trips to 3,600 truck (with a 10 cubic yard capacity) taps would be
required. This large volume of truck traffic may place a burden on the existing City street system and may
disrupt existing neighborhood traffic flow.
Therefore, it is recommended that additional analysis of traffic impacts via an Environmental Impact
Statement (EIS) and evaluation of a range of alternatives occur prior to determining appropriate mitigation
measures.
10. Public Services
The proposal would add new residential units to the City that will potentially impact the City's police and
Fire Emergency Services. Staff recommends a rnitigation measure .requiring the applicant to pay a Fire
Mitigation Fee based on $488.00 per new single family lot prior to the recording of the final plat. The fee is
estimated to be $2,928.00 (S488.00 x 6 — $2,928.00).
Students generated by the proposed project would attend Issaquah School District Schools. City Code
requires payment of a school mitigation fee of $6,021.00 on behalf of the .Issaquah School District.
ERCRpt Rroo4fie1d1H ,,doe
City of Renton Department of Con
BROOKEFIELD III SHORT FL
Report of Revised meeting Date:
nity & Economic Development
August 18, 2008
ronmental Review Committee Report
LUA08-060, LLA, SHPL-H, ECF
Page 6 of 8
D. Comments of Reviewing Departments
The proposal has been circulated to City Department and Division Reviewers. Where applicable, their
comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant."
✓ Copies of all Review Comments are contained in the Official File and may be attached to this
report.
Sco in : Agenicies, affected tribes, and members of the public will be given an opportunity to comment on the
scope of the EIS. Specifically, further notification will be given regarding the time, date, and location of scoping
meetings to be held in the near future. You may comment on alternatives, mitigation measures, probable
significant adverse impacts, and licenses or other approvals that may be required. Your comments must be
submitted in writing and received before 5.00 p.m. on September 29, 2008.
Environmental Determination Appeal Process: Appeals of the environmental determination must be filed
in writing on or before 5:00 PM, September 8, 2008.
Renton Municipal Code Section 4-8-110.13 governs appeals to the Hearing Examiner. Appeals must be filed in
writing at the City Clerk's office along with a $75.00 application fee. Additional information regarding the
appeal process may be obtained from the City Clerk's Office, Renton City Hall - 7th Floor, 1055 S. Grady Way,
Renton WA 98057.
ADVISORY NOTES TO APPLICANT
The following notes are supplemental information provided in conjunction with the administrative land
use action. Because these notes are provided as information only, they are not subject to the appeal process for
the land use actions.
Planninz:
I . RMC 4-4-030.c.2 limits haul hours between 8:30 a.m. and 3:30 p.m., Monday through Friday unless
otherwise approved by the Development Services Division,
2. Commercial, multi -family and new single family and other nonresidential construction activities shall be
restricted to the hours between 7:00 a.m. and 8:00 p.m., Monday through Friday. Work on Saturdays shall
be restricted to the hours between 9:00 a.m. and 8:00 p.m. No work shall be permitted on Sundays.
Fire:
1. FIRE FLOW: Structures up to 3,600 square feet (including garage and basement areas) shall require a
minimum fire flow of 1,000 gallons per minute for 2 hours. Structures in excess of 3,600 square feet shall
meet a minimum fire flow of 1,500 gallons per minute for 2 hours. Additional Fire Flow requirements may
be required as noted in Appendix B — Table B of the 2006 International Fire Code. A water availability
certificate shall be required from your local water purveyor.
2. REQUIRED HYDRANTS: As in accordance with Renton Fire Department standards, one (1) hydrant shall
be required for structures up to 3,600 square feet and that require a minimum flow of 1,000 gallons per
minute. The number is also subject to meeting installation spacing requirements that are in accordance with
sound engineering practices. Structures over 3,600 square feet and having a minimum fire flow of 1,500
gallons per minute or more shall require a minimum of two (2) hydrants. The number of hydrants for
structures over 3,600 square feet shall also be based on spacing, which shall be in accordance with sound
engineering practices. Hydrants shall be equipped with 5-inch Storz fittings on the main ports.
3. HYDRANT SPACING: Residential spacing
A. Hydrants shall be no greater than 300 feet to the front of any structure.
B. Hydrant spacing shall also be in accordance with Appendix C, Table C 105.1 of the 2006
International Fire Code. Maximum spacing is approximately 600 feet. Spacing ranges are based on
fire flow requirements.
ERCRpt Brookfieldlll.doc
City of Renton Department of Corr pity & Economic Development E
BR0OKEFIELD III SHORT PI
Report of Revised meeting Date: August 18, 2008
4. FIRE APPARTUS ACCESS:
:ronmental Review Committee Report
LUA08-060, LLA, SHPL-H, ECF
Page 7of8
A. The minimum Fire Apparatus Road Access: Shall be no less than 20 feet wide and on a surface
capable of sustaining the weight of a Fire Apparatus.
B. Fire Lane signage: Shall be required along one side of the road where the road width is 20 to 28 feet
wide. Signage shall be placed on the same side in which the hydrants are located. Signage shall be
in accordance with section 503 of the 2006 International Fire Code and the City of Renton Ordinance
4-4-80-6 A-G.
5. DEAD END STREETS: Street Standards Section 4-6-060-G
A. Access of Dead End Streets from 300 to 500 feet in length: Shall require a Cul-de-Sac design
requirement below.
B. Cul-de-Sac Design Requirements: Cul-de-Sacs shall have a minimum paved radius of forty-five (45)
feet with a right-of-way radius of fifty-five (550 feet for the turnaround. The Cul-de-Sac turnaround
shall have a design approved by the Administrator of the Bureau of Fire Prevention.
6. LADDER ACCESS: Ladder access for a 35-foot ladder at 70-degree angle shall be provided on all 4 sides
of a building 2 stories or greater.
7. FIRE MITIGATION FEES: Fire mitigation fees shall be $488.00 per unit and shall be paid prior to Final
Plat recording.
8. ADDITIONAL COMMENTS: Please feel free to contact the Assistant Fire Marshall if you have any further
questions or comments regarding the pre -application review comment for this project.
9. TEMPORARY FIRE APPARATUS: Access is to be maintained throughout the construction period or until
the final access is completed.
10. TEMPORARY ADDRESS: A clear and visible temporary address is to be provided throughout the
construction period or until permanent addressing is completed.
Plan Review
EXISTING CONDITIONS
WATER
1. The property associated with this short plat is served within Water District 90.
2. The owner shall obtain a water availability letter from Water District 90 to include, but not limited to all
requirements for fire and domestic service for the proposed development.
3. Contact Water District 90 at (425) 255-9600.
SEWER
Currently, no sewer main is fronting this property. The owner must engineer the site to reflect how sewer
service will be provided in relationship to the site layout.
Nto] Nu!
1. The surface water drains to the Honey Creek Basin.
TRANSPORTATION
1. Street improvements to lot 1 via 26 ft. private access casement.
2. No existing frontage improvements along Ilwaco Place NE.
CODE REQUIREMENTS
WATER
L In accordance with the Fire Department requirement (prior to recording the subdivision), at a minimum, one
hydrant within 300 feet of any proposed single-family structure is required.
SANITARY SEWER
1. The Sewer System Development Charge is $1,591.00 per new single-family residence per 3/a" water meter
service (more if larger sized meter is installed). This fee is due with the construction permit.
2. All short plats shall provide a separate side sewer to each building lot prior to recording the plat. (Lot 1 does
not show side sewer proposed connection). Sewer main extension may be required.
ERCRpt_BrookjieUHLdoc
City ofRenton Department of Co
BROOKEFIELD HI SHORT P]
Report of Revised meeting Date:
inity & Economic Development E
August 18, 2008
,'ronmental Review Committee Report
LUA08-060, LLA, SHPL-H, ECF
Page 8 of 8
3. No duel side sewer is allowed.
4. Side sewer shall be a minimum of 2% slope.
5. This property is within the Honey Creek Special Assessment District. As such, an assessment per each lot is
$250.00. This S.A.D. has reached its peak assessment period.
SURFACE WATER
l . Surface Water System Development Charge is $1,012.00 per new dwelling unit. This fee is due with the
construction permit.
2. An erosion and sedimentation control plan will be implemented during construction.
3. Due to downstream flooding and erosion problems, staff recommends as a SEPA condition this project to
comply with the 2005 King County Surface Water Design Manual to meet both detention (conservation flow
control) and water quality (basic) improvements.
4. Provide sizing calculations in accordance with the 2005 KCSWDM to support use of detention identified in
the preliminary report as part of Utility Permit.
TRANSPORTATION
I . All new electrical, phone and cable services must be underground. Construction of these franchise utilities
must be inspected and approved by a City of Renton public works inspector prior to recording of the plat.
2. City Code requires street improvements, which include: paving, sidewalks, curb and gutter, storm drainage
and landscape along street frontage.
3. Public streets shall be per modification.
FIRE DEPARTMENT
I . A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures.
Available fire low is limited to 1,250 GPM.
2. Building square footage is limited to 3,600 square feet in the proposed plat.
3. A fire mitigation fee of S488.00 is required for all new single-family structures.
4. Fire department access roadways require a minimum 20-foot wide paved roadway. Fire department
turnarounds are required for roads over 150-foot in length.
5. All building addresses shall be visible from a public street.
CONDITIONS
I . Access to the new lot will be limited to Ilwaco Place NE. This should be identified in the language on the
recorded plat.
2. The traffic mitigation fee of $75 per additional generated trip shall be assessed per additional single family
home at a rate of 9.57 trips per day and is calculated to be $4,306.50, This fee is payable at time of recording
the plat.
ERCRpt_Brook
f eldll1.doc
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,yr ^ Denis Law, Mayor
August 1, 2008
Michael Chen
Centre Pointe Consultants
206 Railroad Ave N
Kent WA 98032
SUBJECT: Brookefield III Short Plat
LUA08-060, ECF, SHPL-H, ECF
Dear Mr. Chen:
CIT_ OF RENTON
Department of Community and
Economic Development
Alex Pietsch, Administrator
This letter is to inform you that due to scheduling conflicts, the public hearing scheduled
for September 2, 2008 for the above subject project has been rescheduled for September
23, 2008.
The applicant or representative(s) of the applicant are required to be present at the public
hearing. A copy of the staff report will be mailed to you prior to the scheduled hearing.
If you have any questions, please contact me at (425) 430-7382.
Sincerely,
Gerald C. Wasser
Associate Planner
cc: John L. Smith, CL & WH Yager, Mark T. Avakian / Owner(s)
Patrick & Angeline Anderson / Party(ies) of Record
I055 South Grady Way -.Renton, Washington 98057
SThis paper contains 50%recycled material,30% posteonsumer
RENTON
AHEAD pF THE CURVE
•4 R
C11roFRENTON
RECEIM 7/31/08
To Whom It May Concern: J U L 31 M
BUJUNGNVISKIN
We, Patrick and Angeline Anderson, reside at 5300 NE 10"' St, Renton,
Parcel #1023059361. We are writing in concern to the proposed Brookfield
III short plat. Our northern property border is adjacent to the southern border
of this short plat.
Presently, our southern border and west border are adjoining the Ver
Cello and Brookfield I developments. Three years ago, the city planners
didn't look past the topography of the Brookfield I project, and the city let
Brookfield I "fill" to the point where one portion of the development is 8 ft
higher than my driveway. Since the process started before we bought, we
were basically told it was an unfortunate oversight. The city was unable to
get the developer to address any water/elevation issues, or any type of
retaining wall.
Our first concern with Brookfield III is water runoff. Our property
naturally slopes slightly down towards the proposed development, and the
proposed development slopes considerably down to the natural drainage of
Honey Creek. If there were to be any elevation changes, it would impact our
natural water runoff. We have a daylight basement and have not experienced
any dampness or water issues thus far.
Our second concern is the sewer system. Since the proposed lots are
much lower than the entrance, where the sewer line is, how will the sewer
work? Will a pump station be used? If so, where will it be placed? We
shouldn't have to endure any noise or smell that would impact our daily
lives.
Our third concern is the water retention pond. We presently have Ver
Cello and Brookfield I retention ponds in close proximity, and this will be a
third. The present ones are mosquito infested, now a third pond will compile
the problem.
Our fourth concern is that the developer will be made to maintain
natural growth in Track C that borders our property. We have 80 year old
Douglas Furs in that area and it would be a sin to damage any of their roots.
It would be nice to see the developer plant more trees in Track C to help
maintain privacy as well.
We also have safety concerns with the ability of a fire truck to access
these homes. Will our home be in jeopardy while a fire truck tries to gain
access? The proposed development shows a street dead ending into our and
our neighbor's property as access to a "future development." We find this
interesting since we have no plans on developing and this proposed street
runs into our neighbor's garage.
I have asked the city planner to walk our property and see the issues
that will arise if this development goes foreword. As of today, he has not
done so. Being residents of the city, we have expectations that the city will
put the concerns of it's citizens foremost and protect their property.
Sincerely,
Angel & Pat Anderson
5300 NE IOth St
Renton, WA 98059
425-254-0536
�y o � CITY + RENTON
+- Department of Community and
Economic Development
Denis Law, Mayor Alex Pietsch, Administrator
u y 29, 2008
Matthew J. Hough, PE
CPH Consultants
733 7te Avenue, Suite 100
Kirkland, WA 98033
SUBJECT: Brookefield Phase III (LUA 08-060)
. Request for Modification - Street Width Reduction
Dear Mr, Hough:
The City of Renton staff have reviewed the proposed street modification request associated with the
proposed single-family residential short plat located generally at the intersection of Ilwaco Place NE and
NE I 1 "'Street, immediately cast of the existing Brookefield I plat. This is an infill development in an
existing neighborhood. The existing streets are pavement with all pedestrian improvements. The
proposed modification requests to allow the proposed new road width to be reduced to match a private
road standard to serve six lots and provide access to the storm water tract.
The Street Modification request is hereby approved with one. condition.
City Code 4-6-050 (Street Standards) requires full street improvements for all adjacent rights -of -way for,
within, and dedicated by a plat. There are also certain standards for width of dedication for proposed
streets to be added to the City grid. There are several standards allowed by City code, including a half -
street improvement and private streets neither of which exactly fit this situation. To serve the lots with
access, domestic and emergency, and prevent future confusion regarding maintenance issues, it has been
determined that a public street is necessary to provide the city with enforcement authority. However, the
proposed short plat butts up against Honey Creek and cannot be extended any further to the east. To
serve the City grid, an extension to the south is possible; therefore the roadway mutt meet fire access
standards at the minimum. The private road.standard of 26-feet wide with 20-feet paved easily meets the
clearance standards, but the short plat exceeds the number of lots that may be served due to the road
being private with no lots with direct access to public road and two are required. In consideration of all
these concerns, this modification of a public road to the private road standard serves the grid, the public
and the future homeowners.
The City can modify street improvements for new plats if there are practical difficulties in carrying out
the provisions of the Street Improvement Ordinance. The Modification Procedures as defined in Section
4-9-250D clearly states the criteria for approval by the department Administrator. In order for a
modification to be approved, the Department Administrator must, "...find that a spf-cial individual reason
makes the strict letter of this Ordinance impractical, that the modification is in conformity with the intent
and purpose of this Ordinance, and that such modification:
(a) Will meet the objectives and safety, function, appearance, environmental protection, and
maintainability intended by this Ordinance, based upon sound engineering judgment; and
(b) Will not be injurious to other property (ies) in the vicinity; and
1055 South Grady Way - Renton, Washington 98057 RENT ON
AHEAD OF' THE CURVE
This paper contains SD°/ recycled material, 30°1 post conm suer
(c) Conform to the intent and purpose of the Code; and
(d) Can be shown to be justified and required for the use and situation intended; and
(e) Will not create adverse impacts to other properties in the vicinity."
Meets objectives and safety, function: Due to the physical location of the parcel, the constraints of
existing street locations, the existing access point, as well as the proximity of Honey Creek staff supports
the modification request. The intent of public and emergency access with pedestrian amenities is met
with the proposal, as there is no reduction in the pavement width below fire lane standards. Sidewalks,
curb and gutter are proposed within the 26-foot dedication. The proposed road cross-section meets the
minimum standards providing two lanes of traffic, fire access, and sidewalks on one side.
Not injurious or adversely impact adjacent properties: Adjacent properties are not injured nor adversely
impacted as all dedications are from the proposed plat and allow future extensions and circulation as
development occurs. As the parcels to the south develop, this modification allows the road to be
designed to transition appropriately.
Conforms to the intent of the code: The intent of providing for the City street network is met with the
dedication and extension of the new dedicated right-of-way.
Justified and required for use and situation intended: The zoning of this parcel is R-8, Single Family.
The modifications as requested allow the maximum density and number of lots that still meet the various
setbacks and access criteria. The plat provides the minimum necessary for full use for access, emergency
and domestic, as well as pedestrian amenities.
The Street Modification is approved with one condition:
1. ".No Parking" signs shall be installed at any location where the pavement width is less than
twenty-eight feet (28'),
If you have any questions, please contact Rick Moreno at 425-430-7278.
Sincerely,
1 -�,. -�O'hkc,u
Kayren Kittrick
Development Engineering Supervisor
Public Works Inspections & Permits
cc: Neil Watts, Development Services Director
Fire Marshal
Jerry Wasser
Land Use File
KK 08-008.doc
PLANNINGIBUILDINGI
�s ♦ PUBLIC WORKS DEPARTMENT
NTTO M E M O R A N D U M
DATE: July 29, 2008
TO: Jerry Wasser, Planner
FROM: Rick Moreno, Plan Reviewer
SUBJECT: Brookfield III Short Plat, LUAOS-060
The following Utility and Transportation comments concern the Environmental and
Development Application review for the subject project.
EXISTING CONDITIONS
WATER
1. The property associated with this short plat is served within Water District 90.
2. The owner shall obtain a water availability letter ,from Water District 90 to
include, but not limited to all requirements for fire and domestic service for the
proposed development.
3. Contact Water District 90 at (425) 255-9600.
SEWER
1. Currently, no sewer main is fronting this property. The owner must engineer the
site to reflect how sewer service will be provided in relationship to the site layout.
STORM
1. The surface water drains to the Honey Creek Basin.
TRANSPORTATION
1. Street improvements to lot 1 via 26 ft. private access easement.
2. No existing frontage improvements along Ilwaco Place NE.
CODE REQUIREMENTS
WATER
1. In accordance with the Fire Department requirement (prior to recording the
subdivision), at a minimum, one hydrant within 300 feet of any proposed single-
family structure is required.
RM 0-008.doc
Brookefield III Short Plat
Page 2 of 3
7/30/08
SANITARY SEWER
1. The Sewer System Development Charge is $1,591.00 per new single-family
residence per 1/4" water meter service (more if larger sized meter is installed). This
fee is due with the construction permit.
2. All short plats shall provide a separate side sewer to each buildimf lot prior to
recording the plat. (Lot 1 does not show side sewer proposed connection). Sewer
main extension may be required.
3. No duel side sewer is allowed.
4. Side sewer shall be a minimum of 2% slope.
This property is within the Honey Creek Special Assessment District. As such, an
assessment per each lot is $250.00. This S.A.D. has reached its peak assessment
period.
SURFACE WATER
Surface Water System Development Charge is $1,012.00 per new dwelling unit.
This fee is due with the construction permit.
2. An erosion and sedimentation control plan will be implemented during
construction.
3. Due to downstream flooding and erosion problems, staff recommend as a SEPA
condition this project to comply with the 2005 King County Surface Water
Design Manual to meet both detention (conservation flow control) and water
quality (basic) improvements.
4. Provide sizing calculations in accordance with the 2005 KCSWDM to support use
of detention identified in the preliminary report as part of Utility Pen -nit.
TRANSPORTATION
1. All new electrical, phone and cable services must be underground. Construction
of these franchise utilities must be inspected and approved by a City of Renton
public works inspector prior to recording of the plat.
2. City Code requires street improvements, which include: paving, sidewalks, curb
and gutter, storm drainage and landscape along street frontage.
3. Public streets shall be per modification.
FIRE DEPARTMENT
1. Afire hydrant with 1000 GPM fire flow is required within 300 feet of all new
single-family structures. Available fire low is limited to 1250 GPM.
2. Building square footage is limited to3600 square feet in the proposed plat.
3. A fire mitigation fee of $488.00 is required for all new single-family structures.
km os-008.doc
Brookefield III Short Plat
Page 3 of 3
7/30/08
4. Fire department access roadways require a minimum 20-foot wide paved
roadway. Fire department turnarounds are required for roads over 150-foot in
length.
5. All building addresses shall be visible from a public street.
CONDITIONS
1. Access to the new lot will be limited to llwaco Place NE. This should be
identified in the language on the recorded plat.
2. The traffic mitigation fee of $75 per additional generated trip shall be assessed per
additional single family home at a rate of 9.57 trips per day and is calculated to be
$4,306.50. This fee is payable at time of recording the plat.
RM 08-008.doc
City of Renton Department of Community & Economic Development
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVI§Lkl6 OLff
REVIEWING DEPARTMENT: �-=;�..'-
COMMENTS DUE: JULY 29, 2008
JUL. 3 U 2008
APPLICATION NO: LUA08-060, LLA, SHPL-H, ECF
DATE CIRCULATED: JULY 15, 2008
APPLICANT: Pacific Rim Construction
PLANNER: Jerry Wasser
R E C E I V E D
PROJECT TITLE: Brookefield III Short Plat
PLAN REVIEWER: Rick Moreno
JUL i 8 2 48
SITE AREA: 120, 540 square feet
EXISTING BLDG AREA (gross): NIA
LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX
Ilwaco PI NE
PROPOSED BLDG AREA (gross)
BUILDING J)IVISIQN
WORK ORDER NO: 77916
PLEASE RETURN TO ANDREA PETZEL IN CURRENT PLANNING 6TH FLOOR
SUMMARY OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner review and approval of a 6-lot
Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square foot site. Tjhe proposed lots would range in size from
8,395 square feet to 13,940 square feet. The proposed project site encompasses a Class 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling unitsiacre (R-4) zoning designation. Access to the
proposed project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units/acre (R-8) and two proposed internal public streets. A modification of the
City of Renton street standards has been requested to allow 26 foot wide public streets within the proposed project_
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Earth
Air
water
Plants
Land/Shoreline Use
Animals
Environmental Health
Energy/
Natural Resources
B. POLICY -RELATED COMMENTS
C. CODE-RELA TED COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
!Necessary
Housing
Aesthetics
Li ht/Glare
Recreation
Utilities
Transportation
Public Services
Historic/Cuitural
Preservation
Airport Environment
10,000 Feet
14,000 Feet
We have reviewed this app -tali h particular attention to those areas in which we have expertise and have identified areas of probable impact or
area dditionaI i ation s eaded to property assess this proposal.
t
Signs ure of Direct& or Authorized Representative Date
City of Renton Department of Community & Economic Development
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: arks
COMMENTS DUE..DULY 29, 2008
APPLICATION NO: LUA08-060, LLA, SHPL-H, ECF
DATE CIRCULATED: JULY 15, 2008
APPLICANT: Pacific Rim Construction
PLANNER: Jerry Wasser
PROJECT TITLE: Brookefield III Short Plat
PLAN REVIEWER: Rick Moreno
SITE AREA: 120, 540 square feet
EXISTING BLDG AREA (gross): N/A
LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX
Ilwaco PI NE
PROPOSED BLDG AREA (gross)
WORK ORDER NO: 77916
PLEASE RETURN TO ANDREA PETZEL IN CURRENT PLANNING 6TH FLOOR
SUMMARY OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner review and approval of a 6-lot
Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square foot site. Tjhe proposed lots would range in size from
8,395 square feet to 13,940 square feet. The proposed project site encompasses a Class 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling units/acre (R-4) zoning designation. Access to the
proposed project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units/acre (R-8) and two proposed internal public streets. A modification of the
City of Renton street standards has been requested to allow 26 foot wide public streets within the proposed project.
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
impacts
More
Information
Necessary
Earth
Air
water
Plants
Land/Shoreline Use
Animals
Environmental Health
Energy/
Natural Resources
g" , ' d�' W
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Housing
Aesthetics
Li hUGlare
Recreation
utilities
Transportation
Public Services
Historic/Cultural
Preservation
Airport Environment
10,000 Feet
14.000 Feet
B. POLICY RELA TED COMMENTS
'4
7uu, olzc A-0
C. CODE -RELATED COMMENTS
alv_ '00U.
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional in forma ' n is needed to properly assess this proposal.
Signature of Director or Authorized Representative Date
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
"It is anticipated that the proposed development would generate future residents
that would utilize existing City park and recreation facilities and programs. The
City has adopted a Parks Mitigation Fee of $530.76 per each new single family
lot to address these potential impacts."
"It is anticipated that the proposed development would generate future residents
that would utilize existing City park and recreation facilities and programs. The
City has adopted a Parks Mitigation Fee of $354.51 per each new multi family
unit to address these potential impacts."
Y� FIRE DEPARTMENT
♦,(7
R�+} M E M 0 R A N D U M
ti
DATE: 7/28/08
TO: Rick Moreno, Plan Reviewer
CC: Jerry Wasser, Associate Planner
FROM: David Pargas, Assistant Fire Marshal
SUBJECT: LUA08-060 Brookfield III Short Plat Approval
Review of current plans and material, previous pre -application material and on site
review have disclosed the following Fire Code and Fire Policy related issues and
concerns that need to be addressed for a SEPA and Short Plat- approval to be
recommended.
Renton Fire & Emergency Services Fire Code & Fire Policy comments are as follows:
1. The conditions noted on the 4/17/08 Pre -Application meeting are still applicable
to this project. A copy of those conditions will be attached to this report.
2. A copy of the conditions outlined in an October 31, 2007 meeting shall also be
attached to this report. In this report it was specifically noted that the turning
radius for the fire apparatus shall be 45 degrees to the outside and 25 degrees to
the inside.
3. Temporary Fire Apparatus access is to be maintained throughout the construction
period or until the final access is completed.
4. Temporary Address: A clear and visible temporary address is to be provided
throughout the construction period or until permanent addressing is completed.
5. A Fire Mitigation fee of 5488.00 per unit is to be paid before Final Plat recording.
Any questions or concerns regarding the Fire Departments comments may be directed to
Assistant Fire Marshal David Pargas at 425-430-7023.
iAcity memos108 final & prelim revlluaOS-060 brookefield short plat.doc
City s nton Department of Community & Economl elopment
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: rill
COMMENTS DUE: JULY 29, 2008
APPLICATION NO: LUA08-060, LLA, SHPL-H, ECF
DATE CIRCULATED: JULY 15, 2008
APPLICANT: Pacific Rim Construction
PLANNER: Jerry Wasser - — —
PROJECT TITLE: Brookefield III Short Plat
PLAN REVIEWER: Rick Mor no
SITE AREA: 120, 540 square feet
EXISTING BLDG AREA (gross): NI
LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 1OXX
Ilwaco PI NE
PROPOSED BLDG AREA (gross)
WORK ORDER NO: 77916
PLEASE RETURN TO ANDREA PETZEL IN CURRENT PLANNING 6TH FLOOR
SUMMARY OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner review and approval of a 6-lot
Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square toot site. Tjhe proposed lots would range in size from
8,395 square feet to 13,940 square feet. The proposed project site encompasses a Class 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling units/acre (R-4) zoning designation. Access to the
proposed project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units/acre (R-8) and two proposed internal public streets_ A modification of the
City of Renton street standards has been requested to allow 26 foot wide public streets within the proposed project.
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Earth
Air
Water
Piants
Land/Shoreline Use
Animals
Environmentai Health
Energy/
Natural Resources
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Housin
Aesthetics
Light/Glare
Recreation
Utilities
Transportation
Public Services
Histonc/Cultural
Preservation
Airport Environment
10,000 Feet
14,000 Feet
S. POLICY-RELA TED COMMENTS —1 CW, 4
C. CODE -RELATED COMMENTS !I��SG We
f
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal.
Signature of Director or Authorized Representative
Date
COPY
MEMORANDUM
DATE:
TO: Construction Services, Economic Development, Fire Prevention,
Plan Review, Project Planner
FROM: Neil Watts, Development Services Division Director
SUBJECT: New Preliminary Application: 21� l rS G�i'1
LOCATIONS rS
PREAPP NO. P96 02 —Of(p�%!S� (�eT LJT�J7Y%
s
A meeting with the applicant has been scheduled for j , Thursday,
at UAM ❑PM, in one of the 01h floor conference rooms. If this meeting is
scheduled at 10.00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM
to allow time to prepare for the 11:00 AM meeting.
Please review the attached project plans prior to the scheduled meeting with the
applicant- You will not need to do a thorough "permit level" review at this time. Note
only major issues that must be resolved prior to formal land use and/or building permit
application submittal.
Plan Reviewer assigned is �?)� —
Please submit your written comments to (Planner) at
least two (2) days before the meeting. Than you.
HADivision.slDevelop.serlDev & Plazi.ingl"TemplateTreapp2 Revised 1-05
FIRE DEPARTMENT C COPY
M E M O R A N D U M
DATE: 4/ 14/08
TO: Rick Moreno, Plan Reviewer
CC: Jerry Wasser, Associate Planner
t .p
FROM: David Pargas, Assistant Fire Marshal -`'''
STAFF CONTACT: David Pargas — 425-430-7023
SUBJECT: PRE-APP07-096 BROOKFIELD SHORT PLAT
REVISION
Review of the plans and material regarding Brookfield short Plat has been conducted and
completed. Please review the following fire department comments and concerns.
The Fire comments, concerns, codes and standards are as follows:
1. FIRE FLOW: Structures up to 3600 square feet (including garage and basement
areas) shall require a minimum fire flow of 1000 gallons per minute for 2 hours.
Structures in excess of 3600 square feet shall meet a minimum fire flow of 1500
gallons per minute for 2 hours. Additional Fire Flow requirements may be
required as noted in Appendix B — Table B of the 2006 International fire code. A
water availability certificate shall be required from your local water purveyor.
2. REQUIRED HYDRANTS: As in accordance with Renton Fire Department
standards, one (1) hydrant shall be required for structures up to 3600 square feet
and that require a minimum fire flow of 1000 gallons per minute. The number is
also subject to meeting installation spacing requirements that are in accordance
with sound engineering practices. Structures over 3600 square feet and having a
minimum fire flow requirement of 1500 gallons per minute or more shall require
a minimum of two (2) hydrants. The number of hydrants for structures over 3600
square feet shall also be based on spacing, which shall be in accordance with
sound engineering practices. Hydrants shall be equipped with 5-inch Storz fittings
on the main ports.
3. HYDRANT SPACING: Residential Spacing —
A) Hydrants shall be no greater than 300 feet to the front of any structure.
B) Hydrant spacing shall also be in accordance with Appendix C, Table
C 105.1 of the 2006 International Fire Code. Maximum spacing is
approximately 600 feet. Spacing ranges are based on fire flow
requirements.
i:lcity mcmos108 pre app reviews\pre-app07-096 brookfield short plat revision.doc
•
4. FIRE APPARATUS ACCESS:
A) The minimum Fire Apparatus Road Access - shall be no less than 20 feet
wide and on a surface capable of sustaining the weight of a Fire
Apparatus.
B) Fire Lane sign a e Shall be required along one side of the road where the
road width is 20 to 28 feet wide. Signage shall be placed on the same side
in which the hydrants are located. Signage shall be as in accordance with
section 503 of the 2006 International Fire Code and City of Renton
Ordinance 4-4-80-6 A-G.
5. DEAD END STREETS: Street Standards Section 4-6-060-G
A) Access of Dead End Streets from 300 to 500 feet in length — Shall require
a Cul-de-Sac. See design requirements below.
B) Cul-de-Sae Design Requirements: Cul-de-Sacs shall have a minimum
paved radius of forty-five feet (45') with a right of -way radius of fifty-
five feet (55') for the turnaround. The Cul-de-Sac turnaround shall have a
design approved by the Administrator of the Bureau of Fire Prevention.
From my review it appears that you have a Dead End Access that exceeds 300
feet and therefore triggers the need for a Cul-de-sac turnaround.
6. LADDER ACCESS: Ladder access for a 35-foot ladder at 70-degree angle shall
be provided on all 4 sides of a building 2 stories or greater.
7. FIRE MITIGATION FEES: Fire mitigation fees shall be $488.00 per unit and
shall be paid prior to Final Plat recording.
S. ADDITIONAL COMMENTS: _Please feel free to contact the Assistant Fire
Marshal if you have any further questions or comments regarding the pre -
application review comment for this project.
iacity memosl08 prc app rcviewslpre-app07-096 brookfield short plat revision.doc
MEMORANDUM
DATE: 2
TO: Construction Services, Economic Development, Fire Prevention,
Plan Review, Project Planner
FROM: Neil Watts, Development Services Division Director
SUBJECT: New Preliminary Application: _ �X�4
LOCATION: _M) � OF /Vt-- Lo4 10L
PREAPP NO.
A meeting with the applicant has been scheduled for & Thursday,
at __. /�(AM ❑PM, in one of the 6th floor conference rooms. if this meeting is
scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM
to allow time to prepare for the 11:00 AM meeting.
Please review the attached project plans prior to the scheduled meeting with the
applicant. You will not need to do a thorough "permit level" review at this time. Note
only major issues that must be resolved prior to formal land use and/or building permit
application submittal.
Plan Reviewer assigned is Lb
Please submit your written comments to ,J i 11 V)V�
least two (2) days before the meeting. Thank you.
(Planner) at
H:1Division_s\Deve]op.serTev & P1an.ing�TemplatelPreapp2 Revised 1-05
CITY OF RENTON
FIRE PREVENTION BUREAU
MEMORANDUM
�Nlo co P
DATE: October 31, 2007
TO: Jill Ding, Senior Planner
FROM: Corey Thomas, Plans Review Inspector
SUBJECT: Comments for Brookfield Short Plat
1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in
area. One fire hydrant is required within 300-feet of the structure. For dwellings over
3,600 square feet, minimum fire flow is 1,500 gpm and a minimum of two fire hydrants
within 300-feet is required. (Square footage for dwellings include garage and
basements areas.)
2. The fire mitigation fees are applicable at the rate of $488 per new lot. This fee is
payable prior to recording of the plat. Credit can be granted for any existing homes
that are removed.
3. Fire apparatus access roads shall be paved minimum 20-feet width, 25-feet inside
turning radius and 45-feet outside turning radius. Maximum grade of 15%. Hammer
head type turnaround is acceptable. See attached diagram for details.
CT:ct
brkfld
City of Renton Department of Community & Economic Devetopment
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW S ET
REVIEWING DEPARTMENT: 0
COMMENTS DUE: JULY 29, 2008
APPLICATION NO: LUA08-060, LLA, SHPL-H, ECF
DATE CIRCULATED: JULY 15, 2008
APPLICANT: Pacific Rim Construction
PLANNER: Jerry Wasser
°
PROJECT TITLE: Brookefield III Short Plat
PLAN REVIEWER: Rick Moreno°
SITE AREA: 120, 540 square feet
EXISTING BLDG AREA (gross): N/A
idly — —IV I,_,
LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX
Ilwaco PI NE
PROPOSED BLDG AREA (gross)~,
-JUL 3
WORK ORDER NO: 77916
Rt lu nihir_ n11I1ctnty
PLEASE RETURN TO ANDREA PETZEL IN CURRENT PLANNING 6TH FLOOR
SUMMARY OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner review and approval of a 6-lot
Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square foot site. Tjhe proposed lots would range in size from
8,395 square feet to 13,940 square feet. The proposed project site encompasses a Class 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling units/acre (R-4) zoning designation. Access to the
proposed project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units/acre (R-8) and two proposed internal public streets. A modification of the
City of Renton street standards has been requested to allow 26 foot wide public streets within the proposed project.
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
impacts
More
Information
Necessary
Earth
Ajr
Water
Plants
Land/Shoreline Use
Animals
Environmental Health
Energy/
Natural Resources
E. POLICY -RELATED COMMENTS
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Housing
Aesthetics
Light/Glare
Recreation
Utilities
Transportation
le
Public Services
Historic/Cultural
Preservation
Airport Environment
10,000 Feet
14,000 Feet
At rapes z,� pub It e - Yb aas �sak v r►,,9 P eAf
5!-f`e . - ►e > a 2 ( t Yc kf"V' f'Wa W d e a hd 9-0 �. o�-� r� hAtAl it
dress p.�"'r�-rr. w+ft s�asa-rl���� ya�Cs 6k1�-cs
cvx.jgv, , � .urrc K- x '``{�hv c yams � 7hewq�- w& re_e�o •*% &Z
+kz4- die Sr{C d r�vz'�� Ilroac�s.
C. CODE -RELATED COMMENTSDl�ttlRCtf;a<�
i1d�t/�n ��4tuc- ,Q�d t2��17� Flt''Pac c¢.� �+:+��e�.5
Q� - S Nl 1 � � ► t C f � 1 \l PCt� 7 "P � fl -
INe have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal.
"Zo
of Df �e spaRTi�T1aN 5 r►s 2 D$
irector or Authorized Repres ntative Date
KV(riiIFLV 6"WAy4TTUR
6�CA
+� +
Project Name:7C2oc;K
Project Address:
Contact Person: �{,�� ��, j2,►n C��rzu���►�
Permit Number: L;JA tub
Project Description:c}�� p�
Land Use Type:
D'Residential
❑ Retail
❑ Non -retail
Calculation:
SI , LI DL y �-7 S_ 5 LA, 3cle, S
Transportation
Mitigation Fee:
Calculated by:
Date of Payment:
Method of Calculation:
SITE Trip Generation Manual, 7t" Edition
❑ Traffic Study
❑ Other
( Z 3 0) SF +2-
City a� ton Department of Community & Economic �Iopment
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: Cavt5�'fnGY�p�I �c S ,
COMMENTS DUE: JULY 29, 2008
APPLICATION NO: LUA08-060, LLA, SHPL-H, ECF
DATE CIRCULATED: JULY 15, 2008
APPLICANT: Pacific Rim Construction
PLANNER: JogWasser
PROJECT TITLE: Brookefield III Short Plat
PLAN REVIEWER: Rick Moreno „ `i` .%"' N
VED
SITE AREA: 120, 540 square feet
EXISTING BLDG AREA (gross): NIA
LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX
Ilwaco PI NE
PROPOSED BLDG AREA (gross) UL l 2008
N
WORK ORDER NO: 77916
PLEASE RETURN TO ANDREA PETZEL IN CURRENT PLANNING 6TH FLOOR
SUMMARY OF PROPOSAL: The applicant is requesting a Lot Line Adjustment, a Bearing Examiner review and approval of a 6-lot
Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square foot site. Tjhe proposed lots would range in size from
8,395 square feet to 13,940 square feet. The proposed project site encompasses a Class 2 Wetland and a Class 4 Stream. The
proposed lot line adjustment and short plat are within the Residential - 4 dwelling units/acre (R-4) zoning designation. Access to the
proposed project would be via Ilwaco Place NE and Lot 15 of the Brookefield Plat which was reserved for ingress/egress for future
development and is zoned Residential - 8 dwelling units/acre (R-8) and two proposed internal public streets. A modification of the
City of Renton street standards has been requested to allow 26 foot wide public streets within the proposed project.
A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS
Element or the
Environment
Probable
Minor
Impacts
Probable
Major
impacts
More
Information
Necessary
Earth
Air
Water
Plants
Land/Shorefine Use
Animals
Environmental Health
Energy/
Natural Resources
B. POLICY -RELATED COMMENTS
V1_1 /V
C. CODE -RELATED COMMENTS
P& /VE
Element of the
Environment
Probable
Minor
Impacts
Probable
Major
Impacts
More
Information
Necessary
Housing
Aesthetics
Li hUGlare
Recreation
Utilities
Transportation
Public Services
Historic/Cuftural
Preservation
Airport Environment
10,000 Feet
14,000 Feet
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas wh re additional information is needed to property assess this proposal.
7
6?da-tuiro of Di rect9for Authorized Representative Date
NOTICE OF APPLICATION
AND PROPOSED DETERMINATION OF
NON -SIGNIFICANCE -MITIGATED (DNS-M)
DATE: July 16. 2008
LAND USE NUMBER: Li osic, SHPL-H, LLA, E^:F
PROJECT NAME Lfrcgkafied III 5ho-1 Plat
PROJECT DESCRIPTION: The eppllurm is req,reslinq a Lol Line Adrustmen: a -I..T y Eaamicer no.—,.,
d apprr,al of a 3—ItShoe Plat $Joe"Nam and o-I-r metal ;SFPAi R—c - of a 12C,54U equare foot site. Tiha
proposed lull e I range In — fror 8 395 square feet In 13.940 squmre feet. The proposed prcleci s to encompasses
�Iass ' , -C e LI a'i,, a-,, a Class 4 S:rca"- T,e arpae5ed �i I,—aCjcyLnent and shot: pint are WI:hIn the Aesdenhal - 4
Cv:elllnc r.nr-nacre 'R-0} venire designation, Access p -:te prop. -Id rra er: would he via rvraCO Plaue NI: and Lcd III ref
;he jrepxef elr plat ��'1'�ir
s,h was --it--itta' 'If:gf[s`:ie7re55 (Cr lu[u'e Cevelapmenl gird s onCd-�,e5ldeni131 - L' dvaellirrg
un!acre fd Iw R-ol and I—, proIx—d ir;—.1 public streets 4 mgcr, idetarr or Um City of Reclon free: standard; ras been
request d is a low 2E fuut m,do n,i r. streets v:itrin the prcposed p:olect.
PROJECT LOCATION 1gtig Lrune Age NE 1059 N Ie A— NE, iCXX Ilwaco PI NC
OPTIC AL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED (DNS-M}: As the Lead Arj !Pe Cry of Renter
has cete mined that slonr-earl emorermerral imr-:Il Are :trllkely to resit from :he procured project. Therefore. rs
prrrrutted under the RG'r, 49 21 C. t 1C :he Cita of P ,tl is _sirs :he Optioral UNS� process to give anti:,e. that a DNS
-
h1 is l+:e:, to be slued. Gemmel: penods `s the p ulna and ie cropos_M U:Vfry are intet;rr fed i t;a a si:xTle camrent
pe'Iod. --ere vnl be ro comment puric,; folln—r the Issuaice of the Threshdd ]ere-i nahan of Nnn-Sip VC31ce-
Miragated IGN!340 . A 14 da, appeal pu-rnr: will •olk-w the Issua.cc or ,Pe ONS-M.
PERMIT APPLICATION LATE: Ju,e'7. 200C
NOTICE OF COMPLETE APPLICATION: July le, 2a08
APPLICANWROJECT CONTACT PERSON John L Smith. Pacific Rim Construction, tel: 2oe-730.8989
PermitslReview Requested. Environmental IsEPAI Reviev,. Lot Line Adjustment. Hearing
Examiner Short Plat
Other Permits which may he required:
NIA
Requested Studies:
Geotech Report, Preliminary Drainage Report, Tree Retention
Analysis, and Wetland & Stream Delinealion Study
Location where application may
be reviewed:
Department of Community & Economic Development (CED) - Planning
Division. Sixth door Renton City Halt, 1055 $oath Grady yJay. Renton, WA
9a057
PUBLIC HEARING:
Fubiic hearinr, iti le nati-I scic[ul" for Seotem her 2, 200a belme the Renton
Pleannu Lxa�1n in Renton Coun _ii Chambers }'eanngs begin, at 9 )d AM on
he nth floor of tee new Re:ttoc City Hall located at s055 South Gracy'Jvay.
CONSISTENCY OVERVIEW:
2oningiLand Use:
The subject spe is deslg'ated R-4 and R-8 — the C ly of Renln i Comprehersvc
La1c Use Vol, anti RSF o f the City s Zp-r g Map.
Environmental Documents that
Evaluate the Proposed Project:
Cnvlrormerla' (SEPA} Check ist
❑evelopment Regulations
Used Far Project Mitigation:
re prpled will be sutleul to rho Gitvs ',EPA ordinance, RMC 4-2.010, RMC 4-7-
051 RMC 4-1 and other applicable codes and recula:rpna ae appmpriate.
Proposed Mitigation Measures: The following MlOcatio I Measures wily likely be reposed on the prrpnsec protect.
These. reeornmended Mitigation Measures aaaress project impacts not covered
fir RA'I nr; code:; and regu 81 as uited abcve.
• The appbcanr wFi he ieq-eJ to coy the approxarate Transpnrtaho,, Mglgatian Fez;
T re aaai+ca.'r� wi4 Ae regwre7 fn pay the vpprnpnare Fire Mrr yaricn Foe: and
the opp"i wii, be ruc,"red In ply the appropeate Parks .M .Igatren Fee.
Comments on the above application must he sumnffted in writing to Gerald Walser, Associate Planner, CED -
Planning 4ivisfan, 1055 South Grady Way, Renton, WA 96057. by 5:00 PM on July 3U 7008. This matter is alai,
tentatively scheduled for a public hearing an September 2, 2000, at 9:00 AM, Cnunrll Charrbers, Seveiri Flecr.
Renton Clty Hall 1655 South Grady W-. Renton t you a irterested in attending the I:aarlrg, please contact the
Cevelop nenl Sanrices Dxson to er.s=rre ;hal the heenng has not been rescifeduied at?Q51 430-7282 IF comments
c_"pt to st. h:niCed i9 wr lioq ty tre date Ind Gated above. yuu -nay still appear at the hearing and present your rnrrrTier:tc
or he prupu,al I"""a the Hearing Examiner- If ,you have quealons about this proposal. a-'++— to he mace s pa-iy of
record or,: -ii additla�al information try mall, please contact me pro;:ect malaaer Angone who suIsr it, virlien
ccmme,:s ,IF autumaachlly become a party of -eocic and .Ibe notified of any decs an oirthis prpiecL
CONTACT PEERSON: Gerald Wasser, Associate Planner; Ti 425-430-7382;
Elni: gwasser(c_bci.renton.wa.us
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
If you woulc like to be made a party of record to recelve further m'ormatien on this proposed project ccmnlele
this form and relL rn to Gty of Renlen, CSC - Banning Division, 1055 Se- Grady Way. Rentar- WA 98057
NamerFile Nc.. Brookefield In Shur, PlaIiLUAO$-063. SH°L--i I -I -CF
NAMF.
'0AIL'NG ADDRESS:
TELEPHCI NO.:
CERTIFICATION
I, �Y eki C3 G-Ytkl� , hereby certify that copies of the above document
were posted by me inconspicuous places or nearby the described property
�-YNIV III
DATE: 4�a �_ SIGNED:
ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing irit3
n on the 1Yh
7 day of ,
NOTARY PUBLIC S £iilvirtii
CITY OF RENTON
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 16th day of July, 2008, 1 deposited in the mails of the United States, a sealed envelope
containing Acceptance Letter, NOA, Environmental Checklist, PMT documents. This information
was sent to:
Name
Representing
Agencies — NOA, Env. Checklist, PMT
See Attached
Michael Chen - Accpt Letter
Contact
John L. Smith - Accpt Ltr
Owner/Applicant
Surrounding Property Owners - NOA only
See Attached
(Signature of Sender):
STATE OF WASHINGTON' )
SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that Patrick Roduin
signed this instrument and acknowledged it to be his/herltheir free and voluntary act for the used and
\
purposes mentioned in the instrument.
Dated: ? Ia 8I08
Notary Public in an r the Sate of VV shron
r �
Notary (Print): �4rr.y,�r��1 i1 v. 1 � ,ti,ar. ,_ �,: v��•,�'' =.s�=
My appointment expires: I �r` '''
Project Name: Brookefield III Short Plat
Project Number: LUA08-060, ECF, SHPL-H, LLA
template - affidavit of service by mailing
AGENCY (DOE) LETTER MAILING
(ERC DETERMINATIONS)
Dept. of Ecology *
WDFW - Larry Fisher*
Muckleshoot Indian Tribe Fisheries Dept.
Environmental Review Section
1775 12th Ave. NW Suite 201
Attn: Karen Walter or SEPA Reviewer
PO Box 47703
Issaquah, WA 9B027
39015 — 172"d Avenue SE
Olympia. WA 98504-7703
Auburn, WA 98092
WSDOT Northwest Region *
Duwamish Tribal Office *
Muckleshoot Cultural Resources Program
Attn: Ramin Pazooki
4717 W Marginal Way SW
Attn: Ms Melissa Calvert
King Area Dev. Serv., MS-240
Seattle, WA 98106-1514
39015 172"d Avenue SE
PO Box 330310
Auburn, WA 98092-9763
Seattle, WA 98133-9710
US Army Corp. of Engineers *
KC Wastewater Treatment Division *
Office of Archaeology & Historic
Seattle District Office
Environmental Planning Supervisor
Preservation*
Attn: SEPA Reviewer
Ms. Shirley Marroquin
Attn: Stephanie Kramer
PO Box C-3755
201 S. Jackson ST, MS KSC-NR-050
PO Box 48343
Seattle, WA 98124
Seattle, WA 98104-3855
Olympia, WA 98504-8343
Boyd Powers *
Depart. of Natural Resources
PO Box 47015
Olympia, WA 98504-7015
KC Dev. & Environmental Serv.
City of Newcastle
City of Kent
Attn: SEPA Section
Attn: Mr. Micheal E. Nicholson
Attn: Mr. Fred Satterstrom, AICP
900 Oakesdale Ave_ SW
Director of Community Development
Acting Community Dev. Director
Renton, WA 98055-1219
13020 SE 72rd Place
220 Fourth Avenue South
Newcastle, WA 98059
Kent, WA 98032-5895
Metro Transit
Puget Sound Energy
City of Tukwila
Senior Environmental Planner
Municipal Liaison Manager
Steve Lancaster, Responsible Official
Gary Kriedt
Joe Jainga
6200 Southcenter Blvd.
201 South Jackson Street KSC-TR-0431
PO Box 90868, MS: XRD-01 W
Tukwila, WA 98188
Seattle, WA 98104-3856
Bellevue, WA 98009-0868
Seattle Public Utilities
State Department of Ecology
Real Estate Services
NW Regional Office
Title Examiner
3190 160th Avenue SE
700 Fifth Avenue, Suite 4900
Bellevue, WA 98008-5452
PO Box 34018
Seattle, WA 98124-4018
*Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and
cities will need to be sent a copy of the checklist, Site Plan PMT, and the notice of application.
template - affidavit of service by mailing
ALOR ELSA+JUAN ABEL ANDERSON PATRICK D+ANGELINE ANDERSON REEF W+NICOLE
1206 KIRKLAND AVE 5300 NE 10TH ST 11266 145TH AVE SE
KIRKLAND WA 98034 RENTON WA 98059 RENTON WA 98059
ATCHISON SEAN P+NICOLLE L
5526 NE 10TH ST
RENTON WA 98059
BEELER EBA VERLA
11324 148TH SE
RENTON WA 98059
BLANKENSHIP JAMES
14418 SE 116TH
RENTON WA 98059
BROOKEFIELD DIVISION 11 HOA
PO BOX 2601
RENTON WA 98056
EMERSON DANIEL F
1051 ILWACO PL NE
RENTON WA 98059
GOULD DAVID W+DANIELLE S
11273 145TH AVE SE
RENTON WA 98059
HARDY PAULA D
14503 SE 114TH PL
RENTON WA 98059
HOLLINGSWORTH OWEN L+SUSANN
11406 146TH AVE SE
RENTON WA 98059
AUGUSTYN BRIAN+ANGELA
5215 NE 10TH PL
RENTON WA 98059
BELKINE ARTEM
5209 NE LOTH PL
RENTON WA 98059
BOSQUE DAMIEN
1056 ILWACO PL NE
RENTON WA 98059
CHUNG SCHAELIER+PARACUELLES
1075 ILWACO PL NE
RENTON WA 98059
ENGBAUM MARK+RENEE KORSMO
5424 NE 10TH ST
RENTON WA 98059
GRANDSTROM BRET
1708 KENNEWICK AVE NE
RENTON WA 98056
HELMGREN MR & MRS KURT G
20 HOMEGLEN LN
OAKLAND CA 94611
HSU CHI HSING+YU LING FAN
5206 NE 11TH ST
RENTON WA 98059
AVAKIAN MARK T
11465 146TH SE
RENTON WA 98055
BINFORD CRAIG+TERI
1050 ILWACO PL NE
RENTON WA 98059
BREWER STEVE J
10106 RAINIER AVE S
SEATTLE WA 98178
CLARK KARRI L
11323 148TH AVE SE
RENTON WA 98059
FANAEIAN KIANOUSH+BIRJANDIA
5211 NE 11TH ST
RENTON WA 98059
HANKE JAMES PAUL
11405 146TH AVE SE
RENTON WA 98059
HERR ROBERT + KAREN
3840 E MASON LAKE RD
SHELTON WA 98584
HULL JOHN R
5514 NE 10TH ST
RENTON WA 98059
ISAKHAROVA NATELLA+MIKHAIL JONES BRUCE C+ANITRA KARDASHEVA EKATERINA
5205 NE 11TH ST 5237 NE 11TH CT 5135 NE 11TH ST
RENTON WA 98059 RENTON WA 98059 RENTON WA 98059
KIERAS MARK+SANDRA KOZIOL PHILIP J KUNKEL SAMANTHA R
5203 NE 10TH PL 11279 145TH AVE SE 1065 NILE AVE NE
RENTON WA 98059 RENTON WA 98059 RENTON WA 98059
LE MINH DUC+DUONG THAO THAN
5202 NE 10TH PL
RENTON WA 98059
LUNA ERIKA CEDENO
5231 NE 11TH CT
RENTON WA 98056
MCGERRY CARLY+JOSEPH V REYE
14524 SE 114TH PL
RENTON WA 98059
NGUYEN LIEM THANH+KIM CHI H
5212 NE 11TH ST
RENTON WA 98059
POST DAVID+LAURIE L
1075 NILE AVE NE
RENTON WA 98059
RODENBERG LONNY K
5340 NE 10TH ST
RENTON WA 98059
SCHAFER DANIEL R+KRISTA R
1063 ILWACO PL NE
RENTON WA 98059
SCHULBERG SHARON
14827 SE 114TH ST
RENTON WA 98059
LEE STEPHEN M+CHARLENE M
7803 NE 147TH ST
KENMORE WA 98028
MARTIN REX W+CONNIE J
11406 148TH AVE SE
RENTON WA 98059
MIGUELENA MARC+MCGEE LINDSA
7821 NE 147TH ST
KENMORE WA 98028
NGUYEN VICKI N
1068 NE ILWACO PL
RENTON WA 98059
RAYMOND PHILIP L+ELIZABETH A
11267 145TH AVE SE
RENTON WA 98059
ROLF DALE+WILMOTH KARMEN
5221 NE 10TH PL
RENTON WA 98059
SCHAUT GEORGE L
10119 SE 206TH ST
KENT WA 98031
SHANNON JOSEPH K
14514 SE 114TH PL
RENTON WA 98059
LEVY BENJAMIN+GRETCH EN
5131NE10THPL
RENTON WA 98059
MATHEW JOJY
1080 NE ILWACO PL
RENTON WA 98059
NAMAZI MAHMOOD+FIROOZEH OJA
7815 NE 147TH ST
KENMORE WA 98028
OWEN SUSANNE L
14511 SE 114TH PL
RENTON WA 98059
REED DAVID NORMAN+BARBARA A
174 NILE PL NE
RENTON WA 98059
SAECHAO SENG+MEUY SAEPHAN
5129 NE 11TH ST
RENTON WA 98059
SCHILLING GABRIELLE R
11413 148TH AVE SE
RENTON WA 98059
SINGH ANUP+SIMMI
1069 ILWACO AVE NE
RENTON WA 98059
SINGH BHUPINDER SMITH JOHN L STATLER DONA & SAM
1074 ILWACO PL NE PO BOX 2670 1013 NILE AVE NE
RENTON WA 98059 RENTON WA 98056 RENTON WA 98059
STEINER ALFRED W+THOMPSON M STEWART KENNETH STYCZINSKI DONALD+RAINEY L
5130 10TH PL 1026 ILWACO PL NE 11327 148TH AVE SE
RENTON WA 98059 RENTON WA 98059 RENTON WA 98058
SUCIU ELENA TRAN NGUYET HUU VELASQUEZ VALENTINO A
4224 NE 10TH PL 1020 ILWACO PL NE 11433 148TH AVE SE
RENTON WA 98059 RENTON WA 98059 RENTON WA 98059
VUU DIANE WARNES SUELLEN WARNES SUELLEN
5217 NE 11TH ST 5520 NE 10TH ST 5520 NE LOTH ST
RENTON WA 98059 RENTON WA 98059 RENTON WA 98059
WEDGEWOOD AT RENTON INC WEIRICH DAVID A+MARY V WIEHOFF ALVERNA J
11232 NE 15TH ST #101 14610 116TH ST SE 1612 KENNEWICK AVE NE
BELLEVUE WA 98004 RENTON WA 98059 RENTON WA 98056
WONG KRISTINE MEI LING YAGER C L & YAGER W H ZHANG LUCY W+HAN
5200 NE 11TH ST 11415 148TH AVE SE 2235 CENTRO E
RENTON WA 98059 RENTON WA 98059 TIBURON CA 94920
ZHANG SHELDON YA ZHENG LINDA JUN
5225 NE 11TH CT 5208 NE 10TH PL
RENTON WA 98059 RENTON WA 98059
NOTICE OF APPLICATION
AND PROPOSED DETERMINATION OF
NOWSIGNIFICANCE-MITIGATED (DNS-M)
DATE:
LAND USE NUMBER:
PROJECT NAME:
July 16, 2008
LUA08-060, SHPL-H, LLA, ECF
Brookefield III Short Plat
PROJECT DESCRIPTION: The applicant is requesting a Lot Line Adjustment, a Hearing Examiner review
and approval of a 6-lot Short Plat subdivision, and Environmental (SEPA) Review of a 120,540 square foot site. Tihe
proposed lots would range in size from 8,395 square feet to 13,940 square feet. The proposed project site encompasses
a Class 2 Wetland and a Class 4 Stream. The proposed lot line adjustment and short plat are within the Residential - 4
dwelling units/acre (R-4) zoning designation. Access to the proposed project would be via Ilwaco Place NE and Lot 15 of
the Brookefield Plat which was reserved for ingressregress for future development and is zoned Residential - 8 dwelling
units/acre (R-8) and two proposed internal public streets. A modification of the City of Renton street standards has been
requested to allow 26 foot wide public streets within the proposed project.
PROJECT LOCATION: 1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX Ilwaco PI NE
OPTIONAL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton
has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as
permitted under the RCW 43.21 CA 10, the City of Renton is using the Optional DNS-M process to give notice that a DNS-
M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment
period. There will be no comment period following the issuance of the Threshold Determination of Non -Significance -
Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M.
PERMIT APPLICATION DATE: June 17, 2008
NOTICE OF COMPLETE APPLICATION: July 16, 2008
APPLICANTIPROJECT CONTACT PERSON: John L. Smith, Pacific Rim Construction, tel: 206-730-8989
PermitslReview Requested: Environmental (SEPA) Review, Lot Line Adjustment, Hearing
Examiner Short Plat
Other Permits which may be required: NIA
Requested Studies: Geotech Report, Preliminary Drainage Report, Tree Retention
Analysis, and Wetland & Stream Delineation Study
Location where application may
be reviewed: Department of Community & Economic Development (CED) — Planning
Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA
98057
PUBLIC HEARING: Public hearing is tentatively scheduled for September 2, 2008 before the Renton
Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on
the 7th floor of the new Renton City Hall located at 1055 South Grady Way.
CONSISTENCY OVERVIEW:
ZoninglLand Use: The subject site is designated Ill and R-8 on the City of Renton Comprehensive
Land Use Map and RSF on the City's Zoning Map.
Environmental Documents that
Evaluate the Proposed Project: Environmental (SEPA) Checklist
Development Regulations
Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, RMC 4-2-010, RMC 4-7-
050, RMC 4-9-070 and other applicable codes and regulations as appropriate.
Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project.
These recommended Mitigation Measures address project impacts not covered
by existing codes and regulations as cited above.
- The applicant will be required to pay the appropriate Transportation Mitigation Fee;
- The applicant will be required to pay the appropriate Fire Mitigation Fee; and
- The applicant will be required to pay the appropriate Parks Mitigation Fee.
Comments on the above application must be submitted in writing to Gerald Wasser, Associate Planner, CED —
Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on July 30 2008. This matter is also
tentatively scheduled for a public hearing on September 2, 2008, at 9:00 AM, Council Chambers, Seventh Floor,
Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the
Development Services Division to ensure that the hearing has not been rescheduled at (425) 430-7282. If comments
cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments
on the proposal before the Hearing Examiner if you have questions about this proposal, or wish to be made a party of
record and receive additional information by mail, please contact the project manager. Anyone who submits written
comments will automatically become a party of record and will be notified of any decision on this project.
CONTACT PERSON: Gerald Wasser, Associate Planner; Tel: 425-430-7382;
Eml: gwasser@ci.renton.wa.us
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
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 So. Grady Way, Renton, WA 98057.
NamelFiie No.: Brockefield III Short Plat/LUA08-060, SHPL-H, LLA, ECF
NAME:
MAILING ADDRESS:
TELEPHONE NO.:
Y
CITY ' >F RENTON
♦ '� #
,� ^,- Denis Law, Mayor
July 16, 2008
Michael Chen
Centre Pointe Consultants
206 Railroad Ave N
Kent WA 98032
Subject: Brookefield III Short Plat
LUA08-060, LLA, SHPL-H, ECF
Dear Mr. Chen:
Department of Community and
Economic Development
Alex Pietsch, Administrator
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.
It is tentatively scheduled for consideration by the Environmental Review Committee on
August 4, 2008. Prior to that review, you will be notified if any additional information is
required to continue processing your application.
In addition, this matter is tentatively scheduled for a Public Hearing on September 2,
2008 at 9:00 AM, Council Chambers, Seventh .Floor, Renton City Hall, 1055 South
Grady Way, Renton. The applicant or representative(s) of the applicant are required to be
present at the public hearing. A copy of the "staff report will be mailed to you prior to the
scheduled hearing,
Please contact me at (425) 430-7382 if you have any questions.
Sincerely ,
Gerald Wasser
Associate Planner
cc: John L_ Smith / Owner(s)
1055 South Grady Way - Renton, Washington 98057
SThis paper contains 501 recycled material, 30% post consumer
RENTON
AHEAD OF THE CURVE.
Y o CIT, OF RENTN
# a3 Department of Community and
Economic Development
Denis Law, Mayor Alex Pietsch, Administrator
July 29, 2008
Gayle Morgan
Routing Coordinator
Issaquah School District #41 l
805 2 d Avenue NW
Issaquah, WA 98027
Subject: Brookefield III Short Plat
LUA08-060, LLA, SHPL-H, ECF
The City of Renton's Department of Community and Economic Development (CED) has received an
application for a Short Plat located at 1055 Lyons Ave NE / 1059 Nile Ave NE l lOxx Ilwaco PI NE.
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 by August 8, 2008.
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) 430-7382.
Sincerely,
C.�,1�
Gerald Wasser
Associate Planner
Encl.
1055 South Grady Way - Renton, Washington 98057 RE �TO
AHEAD OF THE CURVE
TW, papercontains 50% recycled material, 30%post consumer
0
City of Renton 0trU>r>_0 � �,�1NG
o
LAND USE PERMIT �, 20
MASTER APPLICATION RECENED
PROPERTY OWNER(S) See Attached
NAME: John L. Smith
ADDRESS: PO BOX 2670
CITY: Renton ZIP: 98056
TELEPHONE NUMBER: 206-730-8989
APPLICANT (if other than owner)
NAME: Jahn L. Smith
COMPANY (if applicable): Pacific Rim Construction
ADDRESS: P.O. BOX 2670
CITY: Renton ZIP: 98056
TELEPHONE NUMBER 206-730-8989
CONTACT PERSON
NAME: Michael Chen
COMPANY (if applicable): Centre Pointe Consultants
ADDRESS: 206 Railroad Ave. N
CITY: Kent ZIP: 98032
TELEPHONE NUMBER AND E-MAIL ADDRESS:
253-813-1901 michael@cpconsuit.us
PROJECT INFORMATION
PROJECT OR DEVELOPMENT NAME:
Brookefield Phase III Short Plat
PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE:
1055 Lyons Ave NE, 1059 Nile Ave NE, 10XX Ilwaco PI. NE
KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S):
1023059247,1023059111,1137400150
EXISTING LAND USE(S): Vacant
PROPOSED LAND USE(S): Single Family Residence
EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:
Residential Single Family
PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION
(if applicable): n/a
EXISTING ZONING: R-4, R-8
PROPOSED ZONING (if applicable): n!a
SITE AREA (in square feet): 120,540 S.F.
SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE
DEDICATED: 11,480 S.F.
SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: 0
PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET
ACRE (if applicable): 2.4
NUMBER OF PROPOSED LOTS (if applicable): 6
6A129951SUBM]TTAL DOCS12995 masterapp.doc - 1 - 09/07
a
Y
PF JECT INFORMA
NUMBER OF NEW DWELLING UNITS (if applicable): 6
NUMBER OF EXISTING DWELLING UNITS (if applicable): 1
SQUARE FOOTAGE OF PROPOSED RESIDENTIAL
BUILDINGS (if applicable): Approx. 3,000 S.F.
SQUARE FOOTAGE OF EXISTING RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): 0
SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL
BUILDINGS (if applicable): 0
SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL
BUILDINGS TO REMAIN (if applicable): 0
NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if
applicable): 0
NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE
NEW PROJECT (if applicable): 0
TION Conti
PROJECT VALUE: $1,500,000
IS THE SITE LOCATED IN ANY TYPE OF
ENVIRONMENTALLY CRITICAL AREA, PLEASE
INCLUDE
SQUARE FOOTAGE (if applicable):
❑ AQUIFER PROTECTION AREA ONE
❑ AQUIFER PROTECTION AREA TWO
❑ FLOOD HAZARD AREA
sq. #t.
❑ GEOLOGIC HAZARD
sq. ft.
❑ HABITAT CONSERVATION
sq. ft.
❑ SHORELINE STREAMS AND LAKES
sq, ft.
❑ WETLANDS
sq. ft.
I LEGAL DESCRIPTION OF PROPERTY I
(Attach legal description on separate sheet with the following information included)
SITUATE IN THE NE QUARTER OF SECTION 10 , 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, Short Plat
2. SEPA
Staff will calculate applicable fees and postage: $
3. l j� L I f.3� Aj>,J 1�
4.
AFFIDAVIT OF OWNERSHIP
I, (Print Name/s) John L. Smith . declare that I am (please check one) X the current owner of the property
involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing
statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief.
(Signature o(wner/Representative)
(Signature of OwnerlRepresentative)
G:',29951SUBMITT AL DOCS'ti2995 masterapp.doc
I certify that I know or have satisfactory evidence that John L. Smith
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the
uses and purposes mentioned in the instrument.
et
'�475WWFif�Ta9
G v
Notary Public in and r the Sta of Washington ZV��`�G��� •F I o%�2
( AOTA y '
11 r
;cn�;gF'dJ8LIC
Notary (Print) �T t ("l T(�t {��+ " ���j•;9�( pg �20y• �O
My appointment expires:
_U� 1 [03
02 a l
-2-
08/07
PROPERTY OWNER(S)
NAME: Mark T. Avakian
ADDRESS: 11465 146TH SE
CITY: Renton ZIP: 98055
TELEPHONE NUMBER:
PROPERTY OWNER(S)
NAME: C L & W H Yager
ADDRESS: 11415 148TH AVE SE
CITY: Renton ZIP: 98056
TELEPHONE NUMBER:
I AFFIDAVIT OF OWNERSHIP I
I, (Print Namels) Mark T. Avakian , declare that 1 am (please check one) X the current owner of the property
involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing
statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief.
I certify that I know or have satisfactory evidence that Mark T. Avakian
signed this instrument and acknowledged it to be hislherltheir free and voluntary act for the
uses and purposes mentioned in the instrument.
�( ignature of Owner/Representative) - ----------
(Signature of Owner/Representative)
Notary Public in an ; ga d for the te of Washington
51U W ! 1 2�
Notary (Print) `TI (CIA
My appointment expires: 0 "1 J
`;-A 1,, °08 L I G
° �¢`'''��•• 03, 2• •gyp
GA12995181)BMITTAL DOCS12995 masterapp_BLA.doc - 3 - OK07
V
AFFIDAVIT OF OWNERSHIP
I, (Print Namels) GL & WH Yager declare that I am (please check one) X the current owner of the property
involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing
statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief.
{
(Signature of OwneN epresentative)
'/`� is � L'' .•��!q
(Signature of OwneriR presentative)
I certify that I know or have satisfactory evidence that _GL & WH Yager
signed this instrument and acknowledged it to be hislherltheir free and voluntary act for the
uses and purposes mentioned in the instrument.
,+'',,�Sr A,
SON
ia, �[':•,�` Eau•.
Notary Public in and for the State of Washington
01 A13 ;
u w.
t
Notary (Print J `
1
t. •'��
- It
C FytNS` �i1
My appointment expires:
G_',29951SUBM[TTAL DOCSC995 masterapp.doc - 4 - 08/07
AFFIDAVIT OF INSTALLATION OF
PUBLIC INFORMATION SIGN
City of Renton Development Services Division
1055 South Grady Way, Renton, WA 98055 DEVELOPMENT PLANNING
Phone: 425-430-7200 Fax: 425-430-7231 CO-Y OF RENTO N
STATE OF WASHINGTON ) .SUN J 7 2008
RECEIVE[;,,
COUNTY OF KING
mic' lt-2ell Cf ke" _ , being first
duly sworn on oath, deposes and says:
1. On the _ �[ day of Uy"4L , 200� , I installed public
information sign(s) and plastic flyer box on the property located at
A-E /for the folllowing) project:
U roa ke#ield Aa5e ff 5� Del Aq-k
Project name
Owner Name
2, 1 have attached a copy of the neighborhood detail map marked with an "X" to
indicate the location of the installed sign.
3. This/these public information sign(s) was/were constructed and installed in
locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal
Code.
Installer Signature
t►��tt����� t �h
SUBSCaF�.RN to before me this JLL
day of LJ rr/f`C. 20 .
P l
W NOTARY —
7LJ
N ; PUBLIC Z .4 NOTARY B IC in and for the State of Washington,
,� residing t (�J
••..... My commission expires on
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Date; Source: Kin Coup iNIAP Pro-
,
46
DEVELOPMENT PLANNING
CITY OF RI ENTON
Project Narrative
Brookeficld Phase III Short Plat— Renton, Washington
Project Name: Brookefield Phase III Short Plat
Project Size: The total site is approximately 5.99 acres.
Location of Site: The location of the project is the western half of
1055 Lyons Ave NE and 1059 Nile Ave NE
• Parcel Numbers: 1023059247, 1023059111, 1137400150
Current zoning: Residential 4 du/ac
Surrounding zoning: North: Residential 4 du/ac (Single-family home)
South: Residential 4 du/ac (Single-family home)
West: Residential S du/ac (Single-family home)
East: Residential 4 du/ac (Single-family home)
• Current use: The site (West of Honeycreek) is currently vacant.
JUN 17 2008
RECEIVE
Special site features: Honeycreek, a class 4 stream flows from
south to north along the eastern portion of the project boundary.
A category 2 wetland also exist on site, which is associated with
Honeycreek.
• Soil type and Drainage: According to the Ding County Soils Report the site is entirely
underlain by Alderwood gravelly sandy loam.
A storm drainage system has been designed which will route
drainage to a detention pond and then tight lined to a level flow
spreader located along the north property line. This combined
drainage system has been designed to handle all the stormwater
run-off that will be generated by the site. The system will include
temporary erosion control barriers during site construction. This
permanent system will ensure that prior to the discharge of
stormwater into the downstream system and will have
significantly reduced the potential impacts to ground and surface
waters.
* Proposed property use: The proposal is to subdivide the property into 6 single-family
detached, fee simple, lots. The project will create 460 lineal feet
of new public road. The existing homes and associated
structures will he removed.
• Access: The project is proposing to gain access from Ilwaco Place NE via
Lot 15 of the Brookefield Plat that was reserved for the purposes
of ingress/egress for future development.
• Off -site improvements: None proposed at this time
2995 Proj Narrative, 06/11/08
• Est. Construction Costs: $750,000.00
• Est. fait market value: $1,500,00.00
• Quantity and type of fill; At this point in the design process fill will need to be imported in.
The quantities of the cut and fill that will occur on site are
approxunately ± 12,000 cubic yards. The applicant will submit a
fill source statement when construction of the site begins.
Trees to be removed: Due to the topography of the site, most of the trees on site will
be removed. Every effort will be made to retain as many trees as
possible. Mitigation trees will be planted in order to meet the
City's tree retention requirements. Please see the Tree
Cutting/Land Clearing plan for the approximate location of the
clearing limit.
• Land dedication: N/A
• Number, size, and
density of lots: There are 6 lots proposed for the property. The average lot size
is approximately 8000} S.F. The net density is approximately 2.4
du/ac.
• Proposed job shacks: The site will have a construction trailer during the construction of
the development.
• Modifications: Per City of Renton Development Regulations Section 4-6-060
R.3, Reduced Right -of -lay Dedication, we are proposing to
reduce the right-of-way width for the proposed public roads from
50 feet to 26 feet. This reduction allows for a public road to be
designed within the constraints of lot 15.
2995 Proj Narrative, 06/11/09
}. '
CONSTRUCTION MITIGATION DESCRIPTION
Brookefield Short Plat
PROPOSED CONSTRUCTION DATES
DEVELOPMENT PLANNNG
CITY OF R6NTON
JUN 17 2008
RECEIVED
Grading will start Fall 2008. The road and utilities will start shortly thereafter
with building construction to follow.
II. HOURS OF OPERATION FOR RESIDENTIAL CONSTRUCTION
Per City of Renton:
Monday — Friday: 7AM — 8 PM
Saturday: 9AM — 8 PM
Sunday: None
III. PROPOSED HAULING/TRANSPORTATION ROUTES
All equipment, materials, and laborers will enter the site off Ilwaco Place NE.
IV. MEASURES TO BE IMPLEMENTED TO MINIMIZE DUST, TRAFFIC
AND TRANSPORTATION IMPACTS, MUD, NOISE AND OTHER_
NOXIOUS CHARACTERISTICS.
0 Dust
Best management practices will be used to minimize dust on the project site.
Water trucks or metered fire hoses will be used as needed to wet down the
areas used by construction equipment. Disturbed slopes will be hydroseeded
per the Erosion/Sedimentation Control Plan to control dust.
Traffic
During site infrastructure and building construction, the traffic entering and
leaving the site will consist of subcontractors and deliveries. When arriving
for work, the subcontractors will be traveling opposite the traffic leaving the
residential area, and materials are primarily delivered at off peak hours during
the day. None of these operations are anticipated to have a significant impact
on the peak or non -peak traffic hour in the area.
Transportation impacts
There will be one access point for construction of the project located off of
Ilwaco Place NE. As was stated above the construction traffic will not have a
significant impact on traffic. The construction of the entrance, extension of
all associated wet and dry utilities to the project may require some
construction in the Ilwaco Place NE right-of-way.
This work will be performed during non -peak hours and lane channelization
will be used if needed..
♦ Mud
In keeping with state law, any vehicle with deposits of mud, etc. on the
vehicle's body, (fender, undercarriage, wheels or tires) will be cleaned of such
material before the operation of the vehicle on a paved public highway. In
addition a street sweeper will also be used as necessary to remove any
deposits from the roadways.
♦ Noise
All Construction equipment will have approved mufflers. Impacts from noise
are expected to be minimal. The hours of operation will be consistent with
City regulations.
',3EVA
ELOPMENT PLN'
DENSITY G4T'l OF cENTt)4�
,SUN 17 2008
WORKSHEET AECENEU
City of Renton Planning Division
1055 South Grady Way -Renton, WA 98057
Phone: 425-430-7200 Fax: 425-430-7231
1. Gross area of property:
1. 120,541 1 square feet
2. Deductions: Certain areas are excluded from density calculations.
These include:
Public streets**
Private access easements**
Critical Areas*
Total excluded area:
3. Subtract line 2 from line 1 for net area
4. Divide line 3 by 43,560 for net acreage:
5. Number of dwelling units or lots planned
11,480 square feet
square feet
square feet
2. 11,480 square feet
3. 106,061 square feet
4. 2.50 acres
5. 6 units/lots
6. Divide line 5 by line 4 for net density: 6. 2.4 = dwelling 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.
Cr:Q9951SUBMITTAL DOCS12995 Density Worksheet.doc - I - 03108
City of Renton
TREE RETENTIONEVIEOPCITYOF�NTNN
WORKSHEET 11"
1. Total number of trees over 6" in diameter' on project site: 1. 239 trees
2. Deductions: Certain trees are excluded from the retention calculation:
Trees that are dead, diseased or dangerous2 84 trees
Trees in proposed public streets 11 trees
Trees in proposed private access easements/tracts 6 trees
Trees in critical areas3 and buffers 77 trees
Total number of excluded trees: 2. 178 trees
3. Subtract line 2 from line 1: 3. 61 trees
4. Next, to determine the number of trees that must be retained 4, 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. 18 trees
5. List the number of 6" or larger trees that you are proposing to retain 4:
5. 0 trees
6. Subtract line 5 from line 4 for trees to be replaced: 6. 18 trees
(If line 6 is less than zero, stop here. No replacement trees are required).
7. Multiply line 6 by 12" for number of required replacement inches:
7. 216 inches
8. Proposed size of trees to meet additional planting requirement:
(Minimum 2" caliper trees required) 8. 3 inches
per tree
9. Divide line 7 by line 8 for number of replacement trees:
(if remainder is .5 or greater, round up to the next whole number)
0
,. Measured at chest height.
72 trees
2. 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 wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of
the Renton Municipal Code (RMC).
4. Count only those trees to be retained outside of critical areas and buffers.
5, The City may require modification of the tree retention plan to ensure retention of the maximum number of
trees per RMC 4-4-1301-17a
e. Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained on site that
are less than 6" but are greater than 2" can be used to meet the tree replacement requirement.
H;Division/FormsfTreeRetentionWorksheet 11/07
CAI
CONSULTANTS
June 13, 2008
Ms. Kayren Kittrick
City of Renton
1055 South Grady Way
Renton, Washington, 98057
DEVELOPMENT PL.AIVNIfVt;
CITY OF ENT )".
JUN I ? 2008
Re: Brookefield Phase 111Short Plat, City File No. PRE07-096
Request for Modification to City of Renton Development Standards
Ms. Kittrick,
Site Planning
Civil Engineering
Projed Management
Land Development Consulting
This correspondence is provided for your review and consideration for a Modification to current City
of Renton Development Standards for the proposed Brookefield III Short Plat. The specific
modification and affected standards are described with this letter, and are necessary to
accommodate existing topographic and site access constraints.
The Brookefield III Short Plat proposes 6 new single-family residential lots and associated
infrastructure on two parcels immediately east of an existing subdivision (Brookefield 1) and west of
Honey Creek. The site contains as much as 48 feet of vertical relief from the west boundary down to
the edge of the buff%b11.foney Creek. This residential subdivision 15 ro� �d to be accessed from
the west via a newvftoia road intersecting at NE Ilwaco Place. The
o•road will be located
within a tract created by the conversion of an undeveloped lot (i.e., Lot 15) within the existing
subdivision. The conversion of the existing Lot 15 to a private access drive was contemplated with
the initial plat of Brookefield as indicated on recording document 20040901002377.
Alternate access to the site from the east is prohibited by the encumbrance of Honey Creek. The site
is also bound on the north by an existing subdivision (Brookefield II) and on the south by existing
large -lot, single-family residences — further restricting site access from those directions. The
Brookefield III site contains as much as 48-feet of vertical relief from the high point on existing Lot
15 to the west to the low point near Honey Creek in Tract B.
The following sections of this correspondence summarize the applicable code sections, requested
standards modifications, and justification for the modifications being requested:
Applicable Sections of Standards:
City of Renton Municipal Code Sections:
1. 4-6-060-R-3a Reduction of Right -Of -Way Dedication
2. 4-6-060-F-2-b Minimum Design Standards for Residential Access Streets
3. 4-7-170-E Property Corners at Intersections
4. 4-6-060-G-2 Dead End Streets
5. 4-6-060-F-8-b Vertical Curves and 4-6-060-F-8-c Tangents for Reverse Curves
733 7th Arenue, Suits 100 • 13rk1ond, WA 98033 • Phone: (42q 285-2390 • Fax: (425) 285-2339
www.cphcamtdfants.com
Brookefreld Preliminary Short Plat
CPH Project No. 0063-08-001
May 7, 2008
Page 2of3
Description of Modification Request:
The applicant is requesting the City to allow the following modifications to the above referenced
Code:
1. Reduction in right-of-way dedication of public streets from 50 feet to 21 feet for that
portion over existing Lot 15 and to 26-feet elsewhere within the plat;
2. reduction of pavement from 32 feet to 20 feet and a reduction of sidewalk from both sides
of the road to one side.
3. Reduction in right-of-way radius at intersection of Ilwaco Place NE at Tracts D and C from
25-foot radius to 19-foot and 19.5-foot radius respectively.
4. Provision of a hammer head turn around on a dead end street with a length of 376-feet.
5. Reduction in length for vertical curves from a minimum of 200 feet to 110-feet and 50-feet
and a reduction in length for tangents between reverse curves from 100-feet to
approximately 70-feet:
Justification:
A typical 26-foot public right-of-way will be provided from NE Ilwaco Place accessing the proposed
six lots with a hammerhead turnaround located approximately 200 feet east of NE Ilwaco Place.
The west leg of the hammerhead will connect with NE Ilwaco Place. The north leg will terminate at
tot 3 and the proposed drainage facility tract (Tract A). The south leg will provide a road stub to
the south property'line for future roadway connection. The proposed roadway improvements will
consist of 20 feet of paved surfacing in accordance with current fire safety code. Curb and gutter
will be provided along both sides of the improved street with a sidewalk on one side for continuous
pedestrian access to adjacent neighborhoods. Parking for each residence will be provided on the
individual lot (i.e., no on -street parking). This condition will be controlled with "no parking" signs
posted at each side of the streets.
A temporary barricade will be provided at the south terminus of the access with signage indicating
potential future road extension. These modified roadway improvements and reduced right-of-way
widths are necessary due to topographic constraints that would otherwise limit lot depths and net
developable areas below the minimum required by code. The proposed narrow width of the
roadways will provide traffic calming and is reasonable for a low volume, dead-end street. The
proposed improvements will not limit vehicular or pedestrian safety given the provisions for no on -
street parking and the proposal for a continuous sidewalk connection to other public facilities.
Existing lot 15 of the Brookefield subdivision is located between NE Ilwaca Place and the westerly
boundary of the proposed subdivision. This lot is 50 feet wide with adjoining single-family
residential lots to the north and south. A reduced curb radius from 25 feet to 20 feet at the
intersection with Ilwaco will provide adequate turning for vehicles without impacting the existing
improvements on neighboring properties. The right-of-way radius would be reduced from 25 feet
to 19 feet at the NE corner and 19.5 feet at the SE corner. A sidewalk is proposed on the north
side of the new street access to provide pedestrian access. The reduced right-of-way and radii
provides area for Tracts C and D thus providing buffer areas on both sides of the access road to
minimize impacts to these homeowners.
Brookefield Preliminary Short Plot
CPH Project No. 0063-08-00 T
MQy 7, 2008
Page 3 of 3
Dead end streets are required to provide a cul-de-sac turn around when the street is over 300-feet
in length. Hammerhead turnarounds are allowed for dead end streets with lengths between 150-
feet and 300-feet. The length of the proposed dead end street is 376-feet long. A road stub will
be provided to the south property line providing future road extension to NE 101, Street. At the
time of road extension, the length of the dead end street will be reduced to 170-feet thus meeting
compliance. The hammerhead turnaround will meet fire apparatus access standards with a 25-foot
minimum inside turning radius and a 45-foot outside turning radius. Street signs reading "no
parking" will be provided along the street as well as a temporary barricade to control potential
encumbrances to the minimum drive width.
The proposed roadway improvements will provide sufficient roadway widths with standard curb,
gutter, and sidewalk facilities for safe pedestrian circulation. Furthermore, the minimum 20-foot
paved width of the proposed roadways provides emergency vehicle access in accordance with
current fire safety standards. The requested modification will not reduce safety, function, fire
protection, transit needs, appearance, or the maintainability of the roadway.
Please, contact me directly at (425)285-2390 or by e-mail at matt(Q7cohconsultants.com if you have
questions or need any additional information to complete your review and approval of the
requested Modification. I appreciate your time and look forward to your prompt response. Thank
you.
Enclosure: Figure 1 — Conceptual Grading and Drainage Control Plan
Cc Michael Chen, Center Pointe Consultants
Copy to File
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FIGURE 1
DEVELOPMENT PLANNING
^4TY OF RENTON
jUN 17 2008
RECE Y EU
P.aut��C NOirrHwr;,ti��'1'rrrr.
Cnnsfaw-nl N's l.i�m.�. Inc.
TO: Centre Pointe Surveying, Inc. 215 Columbia Street
206 Railroad Avenue North Seattle, Washington
Kent, WA 98032 98104
Attn: Steve Wood
Ref.# Brookefield Phase 3
SUPPLEMENTAL REPORT #1
PNWT Order Number: 674496
The following matters affect the property covered by this order:
• The legal description has been amended to read as follows:
PARCEL A:
That portion of the south 165 feet of the north 925 feet of the
northeast quarter of the northeast quarter of Section 10, Township
23 North, Range 5 East, W.M., in King County, Washington, lying
westerly of the east Line of Lot 21, Honey Creek Estates, according
to the plat thereof recorded in Volume 63 of Plats, pages 30 and 31,
in King County, Washington, produced southerly;
TOGETHER WITH an easement for ingress, egress and utilities over the
north 30 feet of the following described tract:
Beginning at the southeast corner of said Lot 21;
Thence south 88"14'06" east along the south line of said Honey Creek
Estates, a distance of 210 feet more or less to the east line of
146`h Avenue Southeast produced southerly;
Thence south 165 feet more or less to the south line of said north
825 feet of the northeast quarter of the northeast quarter of
Section 10;
Thence north 88°14'06" west a distance of 210 to the southeast
corner of the main tract herein;
Thence north 165 feet more or less to the point of beginning;, in
King County, Washington.
PARCEL B.
The south 165 feet of the north 990 feet of the northeast quarter of
the northeast quarter of Section 10, Township 23 North, Range 5
East, W.M., in King County, Washington;
EXCEPT the following described portion of said premises:
(continued)
SUPPLEMENTAL TITLE REPORT
Page 2
Order No. 674496
Beginning at the southeast corner of the north 855 feet of said
northeast quarter;
Thence westerly to the southwest corner of the east 39S feet of the
north S55 feet of said northeast quarter;
Thence southerly to the southwest corner of the east 397 feet of the
north 990 feet of said northeast quarter;
Thence easterly along the south line of the north 990 feet of said
northeast quarter to the east line of said subdivision;
Thence north along said subdivision line to the point of beginning;
AND EXCEPT that portion lying within 148th Avenue southeast;
.AND EXCEPT that portion, if any, lying with the south 10 acres of
said northeast quarter of the northeast quarter of said Section.
• Except as to the matters reported hereinabove, the title to the
property covered by this order has NOT been re-examined
Dated as of May 15, 2008 at 8:00 a.m.
PACIFIC NORTHWEST TITLE COMPANY
By: Curtis Goodman
Title Officer
Phone Number: 206-343-1.327
iti
PACIFIC NORTHWEST TITLE COMPANY
OF WASHINGTON, INC.
215 Columbia Street
Seattle, Washington 98104-1511
Title Officer, Curtis Goodman (curtisgoodman®pnwt.com)
Assistant Title Officer, Rob Chelton(robcheltan@pnwt.com)
Assistant Title Officer, Charlie Bell (charliebellapnwt.com)
Unit No_ 12
FAX No_ (206)343-1330
Telephone Number (206)343-1327
Centre Pointe Surveying, Inc. Title Order No. 674496
206 Railroad Avenue North CERTIFICATE FOR
Kent, Washington 96032 FILING PROPOSED PLAT
Attention: Steve Wood
Your Ref.: Brookefield Phase 3
BOUNDARY LINE ADJUSTMENT CERTIFICATE
SCHEDULE A
GENTLEMEN:
In the matter of the plat submitted for your approval, this Company has
examined the records of the County Auditor and County Cleric 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 according to said records the title to the following
described land:
As on Schedule A, pages 2 and 3, attached.
IS VESTED IN:
MARK T. AVAKIAN, as his separate estate, as to Parcel A; WILLIAM H.
YAGER and CHERYL L. YAGER, who acquired title as CHERYL L. JOHNSON,
husband and wife, as to Parcel B; and JOHN L. SMITH, as his separate
estate, as to Parcel C
SUBJECT TO THE FOLLOWING EXCEPTIONS:
As on Schedule 3, attached hereto.
CHARGE: $350.00
TAX: $ 31.50 TOTAL CHARGE: $391.50
RECORDS EXAMINED TO: April 15, 2006, at 8:00 a.m.
PACIFIC NORTHWEST TITLE COMPANY OF
WASHINGTON, INC_
Curtis Goodman
Title Officer
Unit No. 12
Order No. 674496
BOUNDARY LINE CERTIFICATE CERTIFICATE
SCHEDULE A
Page 2
The land referred to in this certificate is situated in the State of
Washington, and described as follows:
PARCEL A:
That portion of the south 165 feet of the north 825 feet of the
northeast quarter of the northeast quarter of Section 10, Township
23 North, Range 5 East, W.M., in King County, Washington, lying
westerly of the east line of Lot 21, Honey Creek Estates, according
to the plat thereof recorded in Volume 63 of Plats, pages 30 and 31,
in King County, Washington, produced southerly;
TOGETHER WITH an easement for ingress, egress and utilities over the
north 30 feet of the following described tract:
Beginning at the southeast corner of said Lot 21;
Thence south 88014'06" east along the south line of said Honey Creek
Estates, a distance of 210 feet more or less to the east line of
140 Avenue Southeast produced southerly;
Thence south 165 feet more or less to the south line of said north
825 feet of the northeast quarter of the northeast quarter of
Section 10;
Thence north 88014'06" west a distance of 21C to the southeast
corner of the main tract herein;
Thence north 165 feet more or less to the point of beginning;, in
King County, Washington.
PARCEL E:
The south 165 feet of the north 990 feet of the northeast quarter of
the northeast quarter of Section 10, Township 23 North, Range 5
East, W.M., in King County, Washington;
EXCEPT the following described portion of said premises:
Beginning at the southeast corner of the north 855 feet of said
northeast quarter;
Thence westerly to the southwest corner of the east 199 feet of the
north 855 feet of said northeast quarter;
Thence southerly to the southwest corner of the east 197 feet of the
north 990 feet of said northeast quarter;
Thence easterly along the south line of the north 990 feet of said
northeast quarter to the east line of said subdivision;
Thence north along said subdivision line to the point of beginning;
AND EXCEPT that portion lying within 148`h Avenue Southeast;
AND EXCEPT that portion, if any, lying with the south 10 acres of
said northeast quarter of the northeast quarter of said Section.
(continued)
Order No. 674496
BOUNDARY LTNE ADJUSTMENT CERTIFICATE
SCHEDULE A
Page 3
LEGAL DESCRIPTION, continued:
PARCEL C:
Lot 15, Brookezield, according to the plat thereof recorded in
Volume 223 of Plats, pages 25 through 2S, inclusive, in King County,
Washington.
END OF SCHEDULE A
BOUNDARY LINE ADJUSTMENT CERTIFICATE
Schedule B
Order No. 674496
GENERAL EXCEPTIONS:
1. Rights of claims of parties in possession not shown by the public
records.
2. Public or private easements, or claims of easements, not shown by
the public record.
3. Encroachments, overlaps, boundary line disputes, or other matters
which would be disclosed by an accurate survey or inspection of the
premises.
4_ Any lien, or right to a lien, for services, labor or material
heretofore or hereafter furnished, imposed by law and not shown by
the public records, or Liens under the Workmen's Compensation Act
not shown by the public records_
5. Any title or rights asserted by anyone including but not limited to
persons, corporations, governments or other entities, to tide lands,
or lands comprising the shores or bottoms of navigable rivers,
lakes, bays, ocean or sound, or lands beyond the line of the harbor
lines as established or changed by the United States Government_
6. (a) Unpatented mining claims; (b) reservations or exceptions in
patents or in Acts authorizing the issuance thereof; (c) water
rights, claims or title to water.
7. Any service, installation, connection, maintenance, capacity, or
construction charges for sewer, water, electricity or garbage
removal.
8. General taxes not now payable or matters relating to special
assessments and special levies, if any, preceding the same becoming
a lien.
9. Indian tribal codes or regulations, Indian treaty or aboriginal
rights, including, but not limited to, easements or equitable
servitudes.
Order No. 674496
3OUNDARY LTNE ADJUSTMENT CERTIFICATE
SCHEDULE B
Page S
SPECIAL EXCEPTIONS:
1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING,
BUT NOT LIMITED TO, THE FOLLOWING:
GRANTEE: Snoqualmie Falls and White River
Power Company, a corporation
PURPOSE: A Dole line
AREA AFFECTED: The description contained therein is
not sufficient to determine its
exact location within Parcel C.
RECORDED: July 31, 1905
RECORDING NUMBER: 347794
2. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE
PURPOSES STATED THRREIN, INCLUDING, BUT NOT LIMITED TO, THE
FOLLOWING:
PURPOSE: Ingress, egress and utilities
AREA AFFECTED: A northerly portion of Parcel B
DISCDOSED BY INSTRUMENT
RECORDED: June 12, 1973
RECORDING NUMBER: 7206120426
3. Easement provisions, covenants, conditions, restrictions,
dedications, agreements, notes, and other natters, as contained in
the plat of Brookefield recorded in Volume 223 of Plats, pages 25
through 28, inclusive, in King County, Washington, as hereto
attached.
AFFECTS: Parcel C
4. NOTES CONTAINED IN SAID PLAT AS FG!aLQWS:
Lot 15(Parcel C of this order) shall be retained by the developer
for future conveyance to the owner of the adjoining property to the
east. Access/roadway facilities may be developed within said Lot to
provide access to said adjoining property, subject to the approval
of the City of Renton.
5. EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE PLAT:
PURPOSE: Sanitary sewers
AREA AFFECTED: Northerly 10 feet of Parcel C
(continued)
Order No. 674496
307JNDARY LINE ADJUSTMENT CERTIFICATE
SCHEDULE B
Page 6
6. EASEMENT AS DELINEATED AND/OR DEDICATED ON THE FACE OF THE PLAT:
PURPOSE: Utilities
AREA AFFECTED: Westerly 10 feet of Parcel C
7. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING,
BUT NOT LIMITED TO, THE FOLLOWING:
GRANTEE: King County Water District No. 90, a
municipal corporation
PURPOSE: Water mains and appurtenances
AREA AFFECTED: Exterior 10 feet of Parcel C
RECORDED: August 30, 2004
RECORDING NUMBER: 20040930000705
S. SENSITIVE AREA NOTICE AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: August 17, 1994
RECCRDING NUMBER: 9408170668
AFFECTS: Parcel 3
Said instrument states, in part, that limitations may exist on
actions in or affecting the sensitive areas or their buffers present
on the property.
9. RESTRICTIONS, EASEMENTS AND LIABILITY TO ASSESSMENTS CONTAINED IN
DECLARATION OF PROTECTIVE RESTRICTIONS, EASEMENTS AND ASSESSMENTS,
AS HERETO ATTACHED:
RECORDED: September 1, 2004
RECORDING NUMBER: 20040901CO2378
AFFECTS: Parcel C
10. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YEAR: 2008
TAX ACCOUNT NUMBER: 102305-9247-00
LEVY CODE: 2164
AFFECTS: Parcel A
CURRENT ASSESSED VALUE: Land: $177,000.00
Improvements: $132,000.00
(continued)
Order No. 674496
BOUNDARY LINE' ADJUSTMENT CERTIFICATE
SCHEDULE B
Page 7
AMOUNT BILLED
GENERAL TAXES: $3,218.99
SPECIAL DISTRICT: $10.57
$2.40
$9.99
TOTAL BILLED: $3,241.95 PAID: $1,620.98 TOTAL DUE: $1,620.97
11. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YEAR: 2008
TAX ACCOUNT NUMBER: 102305-9111-03
LEVY CODE: 2164
AFFECTS: Parcel 3
CURRENT ASSESSED VALUE! Land: $228,000.00
Improvements: $129,000.00
AMOUNT BILI�FD
GENERAL TAXES: $3,719.03
SPECIAL DISTRICT: $10.57
$2.70
$9.99
TOTAL BILLED: $3,742.29 PAID: $0.00 TOTAL DUR: $3,742.29
12. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEM22R 1, IF UNPAID:
YEAR: 2008
TAX ACCOUNT NUMBER: 113740-0150-04
LEVY CODE: 2146
AFFECTS: Parcel. C
CURRENT ASSESSED VALUE: Land: $138,000.00
Improvements: $0.00
AMOUNT BILLED
GENERAL TAXES: $1,354,13
SPECIAL DISTRICT: $2.10
$9.98
TOTAL BILLED: $1,366.21 PAID: $0.00 TOTAL DUE: $1,366.21
(continued)
Order No_ 674496
BOUNDARY LINE ADJUSTMENT CERTIFICATE
SCHEDULE B
Page 8
13. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: William H. Yager and Cheryl L.
Yager, husband and wife
TRUSTEE: Hartford Escrow Inc., a California
corporation
BENEFICIARY: Mission Hills Mortgage Corporation,
a California corporation
AMOUNT: $134,550.00
DATED: December 10, 1999
RECORDED: December 23, 1999
RECORDING NUMBER: 9812231337
AFFECTS: Parcel S
The amount now secured by said Deed of Trust and the terms upon
which the same can be discharged or assumed should be ascertained
from the holder of the indebtedness secured.
ASSIGNMENT OF SAID DEED OF TRUST:
ASSIGNEE: Nationsbank Mortgage Corporation
RECORDED: Tune 23, 1999
RECORDING NUMBER: 19990523000552
14. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: Mark T. Avakian and Gail M. Avakian,
husband and wife
TRUSTEE: Savren Service Corporation, a
Washington corporation
BENEFICIARY; First Savings Bank of Renton
AMOUNT: $83,000.00
FATED: July 29, 2003
RECORDED: August 8, 2003
RECORDING NUMBER: 20030808000349
AFFECTS: Parcel A
The amount now secured by said Deed of Trust and the terms upon
which the same can be discharged or assumed should be ascertained
from the holder of the indebtedness secured.
(continued)
Order No. 674496
BOUNDARY LINE ADJUSTMENT CERTIFICATE
SCHEDULE B
Page 9
15. DR= OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:
TRUSTEE:
I��I►I�I�M[�1Ril[ �'�
AMOUNT:
DATED:
RECORDED:
RECORDING NUMBER:
AFFECTS:
John L. Smith, a single person
First Financial Diversified
Corporation
First Savings Bank Northwest
$190,000.00
December 14, 2007
December 21, 2007
200'71221000241
Parcel C and other property
The amount now secured by said Deed of Trust and the terms upon
which the same can be discharged or assumed should be ascertained
from the holder of the indebtedness secured.
16. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:
TRUSTEE:
BENEFICIARY:
AMOUNT:
DATED:
RECORDED:
RECORDING NUMBER:
AFFECTS:
Mark T. Avakian, a single person
First Financial Diversified
Corporation
First Savings Bank Northwest
$215,000.00
March 31, 2008
A-oril 7, 2008
20080407000220
Parcel A
The amount now secured by said Deed of Trust and the terms upon
which the same can be discharged or assumed should be ascertained
from the holder of the indebtedness secured.
( continued)
Order No. 674496
BOUNDARY LINE ADJUSTMENT CERTIFICATE
SCHEDULE B
Page 10
17. JUDGMENT:
AGAINST: Cheryl L. Johnson
IN FACTOR OF: Bank of America NT&SA
AMOUNT: $4,600.30, plus interest and/or
costs if any
WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY
SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS
TO OBTAIN A SATISFACTION OR RELEASE OF SAID ,JUDGMENT MUST 2E
OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY.
ENTERED: December 24, 1997
JUDGMENT NUMBER: 98-9-29100-7
SUPERIOR COURT CAUSE NUMBER: 97-2-32184-1
ATTORNEY FOR
JUDGMENT CREDITOR: Laurin Shirley Schweet
Telephone No.: (206)275-1010
NOTE: The lien of said judgment depends upon the identity of the
judgment debtor with Cheryl L. Yager, formerly known as Cheryl L.
Johnson.
A copy of said judgment was recorded under Recording Number
9712312295.
18. JUDGMENT:
AGAINST:
John Smith
IN FAVOR OF: Cynthia Wagner
AMOUNT: $1,336.09, plus interest and/or
costs if any
WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY
SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS
TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE
OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY.
(continued)
I
Order No. 674496
BOUNDARY LINE ADJUSTMENT CERTIFICATE
SCHEDULE B
Page 11
ENTERED:
JUDGMENT NUMBER:
SUPERIOR COURT CAUSE NUMBER:
ATTORNEY FOR
JUDGMENT CREDITOR:
Telephone No.:
February 1, 2008
08-9-03762-8
98-3-05898-0
Catherine M. del Fierro
(206) 365-5500
NOTE: The lien of said judgment depends upon the identity of the
judgment debtor with John L. Smith.
NOTE 1: The subject property includes a mobile home which is now taxed
as real property pursuant to Title Elimination Affidavit
recorded under Recording Number 9712010403.
AFFECTS: Parcel B
END OF SCHEDULE B
Title to this property was examined by:
Nancy Nash
Any inquiries should be directed to one of the title officers set forth
in Schedule A.
NN/7309100102/8311170555/20041110001865
Portion N1/ NEV/ 10-23-5, W.M.
���
t �
PACL SC NORTHWEST TUL.E Order No. 674496
Company of Washington, Inc.
IMPORTANT: This is not a Plat of Survey. It is furnished as a
convenience to locate the land indicated hereon with reference to
streets and other land. No liability is assumed by reason of reliance
hereon.
t
DEVELOPMENT PLANNING
CITY OF RL: NTON
JUN 17 2008
RECEIVE
CITY OF RENTON
ENVIRONMENTAL CHECKLIST
Project: Brookefield Phase III Short Plat
Applicant: John Smith
Pacific Rim Construction
P.O. Box 2670
Renton, WA 98056
Representative/Contact: Centre Pointe Consultants, Inc.
Attn: Michael Chen
206 Railroad Ave. N
Kent, WA 98032
Phone: (253) 813-1901
Date: June 12, 2008
TABLE OF CONTENTS
A. BACKGROUND.................................................................................................................. I
B. ENVIRONMENTAL ELEMENTS ................................................ .... 3
I. EARTH.................................................................................................................... 3
2. AIR.— ................. ................... ...................................... — ............4
.............................
3. WATER............................................................................................................ ...4
4. PLANTS.........................................................................
5. ANIMALS................................................................................... .............. 7
6. ENERGY AND NATURAL RESOURCES............................................................ 7
7. ENVIRONMENTAL HEALTH.............................................................................. S
8. LAND AND SHORELINE USE............................................................................. 9
9. HOUSING— ............................................................................................................. 10
10. AESTHETICS..........................................................................................................10
11. LIGHT AND GLARE..............................................................................................11
12. RECREATION........................................................................................................11
13. HISTORIC AND CULTURAL PRESERVATION........ ....................................... 12
14.'FRANSPORTATION..............................................................................................12
15. PUBLIC SERVICES................................................................................................ 13
16. UTILITIES...............................................................................................................13
C. SIGNATURE................................................................................................. ..................14
Appendices
Appendix A -- Legal Description
Appendix B -- Vicinity Map
ENVIRONMENTAL CHECKLIST
INTRODUCTION
Pumose of Checklist:
The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the
environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared
for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is
to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from
the proposal, if it can be done) and to help the agency decide whether an EIS is required.
Instructions for Applicants:
This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use
this checklist to determine whether the environmental impacts of your proposai are significant, requiring preparation of an
EIS. Answer the questions briefly with the most precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to
answer the questions from your own observations or project plans without the need to hire experts. If you really do not know
the answer or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to
the questions now may avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these
questions if you can. If you have problems, the governmental agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different
parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The
agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably
related to determining if there may be significant adverse impact.
Use of checklist for nonproject proposals: (A nonproject proposal includes plans, policies and programs where actions are
different or broader than a single site -specific proposal)
Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". IN
ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ?ACTIONS (part D).
For nonproject actions, the references in the checklist to the word "project", "applicant", and "property or site" should be read
as "proposal," "proposer", and "affected geographic area," respectively.
A. BACKGROUND
1.
2.
3.
4.
5.
3
9.
Name of proposed project, if applicable:
Brookeficld Phase III Short Plat
Name of applicant:
John Smith, Pacific Rim Construction
Address and phone number of applicant and contact person:
Applicant:
Pacific Rim Construction
Attn: John Smith
P.O. Box 2670
Renton, WA 98056
(206) 730-8989
Date checklist prepared:
June 12, 2008
Agency requesting checklist:
City of Renton
Development Services Division
Contact Person:
Centre Pointe Consultants, Inc.
Attn: Michael Chen
206 Railroad Ave. N
Kent, WA 98032
(253) 813-1901
Proposed timing or schedule (including phasing, if applicable):
Plat construction is scheduled to start in late 2008, subject to the approval process and market demands_ Home
construction is proposed to start in mid 2009.
Do you have any plans for future additions, expansion, or further activity related to or connected with
this proposal? If yes, explain.
Not at this time.
List any environmental information you know about that has been prepared, or will be prepared, directly
related to this proposal.
Preliminary storm drainage report, prepared by CPH Consultants
Wetland delineation report, prepared by The Watershed Company
Geotechnical report, prepared by The Riley Group
Arborist Report, prepared by Gilles Consulting
Do you know whether applications are pending for governmental approvals of other proposals directly
affecting the property covered by your proposal? If yes, explain.
None to our knowledge.
Environmental Checklist
Brookefteld Phase III Short Plat Page I
10. List any government approvals or permits that will be needed for your proposal,
if known.
Preliminary Short Plat Approval
SEPA Determination
Forest Practice Permit
Drainage Plan Approval
Water and Sewer Construction Plan Approval
Grading Permit
Final Plat Approval
Residential Building Permits
11. Give a brief, complete description of your proposal, including the proposed uses and the size of the
project and site. There are several questions later in this checklist that ask you to describe certain
aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may
modify this form to include additional specific information on project description.)
This application proposes 6 homes on a 2.66 -acre site under the existing requirements of residential R-4 density.
The homes are anticipated to be in the middle income price range. Construction of the site will result in 86% of
the property being developed.
12. Location of the proposal. Give sufficient information for a person to understand the precise location of
your proposed project, including a street address, if any, and section, township, and range, if known. If a
proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal
description, site plan, vicinity map, and topographic map, if reasonably available. While you should
submit any plans required by the agency, you are not required to duplicate maps or detailed plans
submitted with any permit applications related to this checklist.
The location of the project is the western half of 1055 Lyons Ave NE and 1059 Nile Ave NE. Legal description and
vicinity map are attached to this SEPA checklist. Sec appendix A and B.
Environmental Checklist
Brookeflield Phase 111 Short Plat Page 2
EVALUATION FOR
AGENCY USE ONLY
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rollin illy, teep slopes,
mountainous other
The site slopes to the east towards Honeycreek with an average slope of 13%,
b. What is the steepest slope on the site (approximate percent slope)?
The steepest slopes on site can be found towards the eastern portion of the site,
adjacent to the stream. The average slope is 21%.
What general types of soils are found on the site (for example, clay, sand,
gravel, peat, muck)? If you know the classification of agricultural soils,
specify them and note any prime farmland.
The soils underlying the project area consist primarily of loose to medium dense silty
sand with trace gravel and roots overlying medium dense to dense silty sand with
some gravel (glacial till.)
Please refer to the geotechnical report prepared by The Riley Group.
d. Are there surface indications or history of unstable soils in the immediate
vicinity? If so,
describe.
No, not to our knowledge.
Describe the purpose, type, and approximate quantities of any filling or
grading proposed. Indicate source of fill.
The purpose of the grading is to construct the proposed public streets to City
standards and to provide building pads and utility locations for single family
residences. The quantities of fill that will occur on site are approximately - 15,000 —
18,000 cubic yards. If it is discovered that the site will need fill materials, a fill
source statement will be submitted at that time.
f. Could erosion occur as a result of clearing, construction, or use? If so,
generally describe.
Erosion could occur as a result of denuded soil during and immediately following
storm events. However, the use of BMP's is expected to mitigate any modest erosive
situations.
g. About what percent of the site vvill be covered with impervious surfaces after
project construction (for example, asphalt or buildings)?
?approximately 35% will be covered by impervious surface.
Environmental Checklist
Brookfield Phase III Short Plat Page 3
h. Proposed measures to reduce or control erosion, or other impacts to the
earth, if any:
A temporary erosion and sedimentation control (fESCP) plan will be prepared and
implemented prior to commencement of logging activities. During the clearing and
grading process erosion control measures may include any of the £olloWing: siltation
fence, temporary siltation ponds, chemical treatment of soils and other measures
which may be used in accordance with requirements of the City. At completion of
the project, permanent measures will include stormwater runoff detention and water
quality facilities as requited.
2. Air
a. What types of emissions to the air would result from the proposal (i.e., dust,
automobile, odors, industrial wood smoke) during construction and when
the project is completed? If any, generally describe and give approximate
quantities if known.
During construction, there will be increased exhaust and dust particle emissions.
After construction, the principle source of emissions will be from automobile traffic,
lawn equipment, and others typical of a residential neighborhood.
b. Are there any off -site sources of emissions or odor that may affect your
proposal? If so, generally describe.
Off -site sources of emissions or odors are those typical of the residential
neighborhoods that surround this site, such as automobile emissions from traffic on
adjacent roadways and fireplace emissions from nearby homes.
C. Proposed measures to reduce or control emissions or other impacts to air, if
any:
Construction impacts will not be significant and can be controlled by several
methods: watering or using dust suppressants on areas of exposed soils, washing
truck wheels before leaving the site, and maintaining gravel construction entrances.
Automobile and fireplace emission standards are regulated by the State of
Washington. The site has been included in a "No Bum Zone" by the Puget Sound
Air Pollution Control Agency which went into effect on September 1, 1992. No
land clearing or residential yard debris fires would be permitted on -site, nor in the
surrounding neighborhood in accordance with the regulation.
Water
a. Surface:
1) Is there any surface water body on or in the immediate vicinity of the site
(including year-round and seasonal streams, saltwater, lakes, ponds,
wetlands)? If yes, describe type and provide names. If appropriate, state
what stream or river it flows into.
Honeycreek, a class 4 stream flows from south to north along the eastern portion of
the project boundary. A category 2 wetland also exist on site, which is associated
with I] on
Environmental Checklist
Brookef eld Phase HI Short Plat Page 4
2) Will the project require any work over, in, or adjacent to ('within 200 feet) of
the described waters? If yes, please describe and attach available plans.
Grading of the building pads, utilities and roads will occur within 200 feet of the
described waters. Please refer to the site plan, grading and clearing plan.
3) Estimate the amount of fill and dredge material that would be placed in or
removed from surface water or wetlands and indicate the area of the site that
would be affected. Indicate the source of fill material.
Not applicable.
4) Will the proposal require surface water withdrawals or diversions? Give
general description, purpose, and approximate quantities if known.
No, there will be no surface water withdrawals or diversions.
5) Does the proposal lie within a 100-year floodplain? If so, note location on the
site plan.
No.
6) Does the proposal involve any discharges of waste materials to surface
waters? If so, describe the type of waste and anticipated volume of
discharge.
No.
b. Ground:
1) Will groundwater be withdrawn, or will water be discharged to ground
water? Give general description, purpose, and approximate quantities if
known.
No.
2) Describe waste material that will be discharged into the ground from septic
tanks or other sources, if any (for example: Domestic sewage: industrial,
containing the folIowing chemicals...; agricultural; etc.). Describe the
general size of the system, the number of such systems, the number of
houses to be served (if applicable), or the number of animals or humans the
system(s) are expected to serve.
Not applicable.
Environmental Checklist
Brookefreld Phase III Short Plat Page 5
c. Water Runoff (including storm water):
1) Describe the source of runoff (including storm water) and method of
collection and disposal, if any (include quantities, if known). Where will this
water flow? Will this water flow into other waters? If so, describe.
stormwater runoff from the property will be collected and routed to a water quality
and detention facility located in the northeast corner of the site. The storm water
will then be discharged to Honeycreek.
2) Could waste materials enter ground or surface waters? If so, generally
describe.
This would be very unlikely.
d. Proposed measures to reduce or control surface, ground, and runoff water
impacts, if any:
A City approved storm drainage system will be designed and implemented in order
to mitigate any adverse impacts from stormwater runoff. The system will include
temporary erosion control barriers during site construction, and permanent
stormwater collection/treatment facilities soon after beginning site development
construction. This permanent system will ensure that prior to the release of
stormwater into the downstream storm system, the system will have significantly
reduced the potential impacts to ground and surface waters.
4. Plants
a. Check or underline types of vegetation found on the site:
X deciduous tree: alder, maple, aspen, other:
X evergreen tree: fir, cedar. pine, other: hemlock
shrubs
grass
pasture
X wet soil plants: cattail, creeping buttercup, bullrush, skunk cabbage, horsetail,
X water plants: water lily, eelgrass, milfoil, other:
other types of vegetation:
b. What kind and amount of vegetation will be removed or altered?
Clearing and grading of the site will be required for the building pads, utilities and
roads. No clearing will occur within the sensitive area buffers. Most of the trees on
site will be removed. A tree mitigation plan has been prepared to meet the City's tree
retention requirements. Please refer to the landscape plan.
C. List threatened or endangered species known to be on or near the site.
No threatened or endangered plants are known to exist on the site.
Environmental Checklist
Brookef eld Phase III Short Plat Page 6
d. Proposed landscaping, use of native plants, or other measures to preserve or
enhance vegetation on the site, if any:
Please refer to the preliminary landscape plan.
5. Animals
a. Underline any birds and animals which have been observed on or near the
site or are known to be on or near the site:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, other: squirrel
fsh: bass, salmon, trout, herring, shellfish, other:
b. List any threatened or endangered species known to be on or near the site.
No threatened or endangered species are known to exist on the site.
c. Is the site part of a migration route? If so, explain.
Migratory birds may utilize the property.
d. Proposed measures to preserve or enhance wildlife, if any:
Buffers will be maintained from sensitive areas.
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be
used to meet the completed project's energy needs? Describe whether it will
be used for heating, manufacturing, etc.
Not applicable.
b. Would your project affect the potential use of solar energy by adjacent
properties? If so, generally describe.
No.
Environmental Checklist
Brookefeld Phase III Short Plat Page 7
c. What lands of energy conservation features are included in the plans of this
proposal: List other proposed measures to reduce or control energy impacts,
if any:
Not applicable.
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic
chemicals, risk of fire and explosion, spill, or hazardous waste, that could
occur as a result of this proposal? If so, describe.
The project uvill not generate any environmental health hazards.
1) Describe special emergency services that might be required.
None to our knowledge,
2) Proposed measures to reduce or control environmental health hazards, if any:
None.
b. Noise
1) What types of noise exist in the area which may affect your project (for
example: traffic, equipment, operation, other)?
The main source of off -site noise in this area originates from the vehicular traffic
present on llwaco Place NE.
2) What types and levels of noise would be created by or associated with the
project on a short-term or a long-term basis (for example: traffic,
construction, operation, other)? Indicate what hours noise would come from
the site.
Short-term noise impacts will result from the use of construction equipment during
the logging of the site. 'These temporary activities will be limited to legal working
hours as prescribed by City code.
Long-term impacts vw7ll be those associated with the increase of human population;
additional traffic and noise associated with residential areas will occur in the area.
3) Proposed measures to reduce or control noise impacts, if any:
Building construction will be done during the hours prescribed by City of Renton.
Construction equipment will be equipped with muffler devices and idling time will
be encouraged to be kept at a minimum.
Environmental Checklist
Brookefield Phase III Short Plat Page 8
S. Land and Shoreline Use
a. What is the current use of the site and adjacent properties?
The current site is wooded and vacant. Adjacent properties consist of single-family
homes.
The current use of the adjacent properties is as follows;
North: Sii-igle-Family Iomes
South: Single -Family Homes
East: Single -Family Homes
West: Single -Family Homes
b. Has the site been used for agriculture? If so, describe:
Not to our knowledge.
C. Describe any structures on the site.
There is a small shed on site.
d. Will any structures be demolished? If so, what?
The existing shed will be removed.
e. What is the current zoning classification of the site?
The current zoning is residential R-4.
f. What is the current comprehensive plan designation of the site?
The current comprehensive plan designation is Residential Single Family.
g. If applicable, what is the current shoreline master program designation of the
site?
Not applicable.
h. Has any part of the site been classified as an "environmentally sensitive"
area? If so, specify.
Honeycreek a class 4 stream flows from south to north along the eastern boundaries
of the subject site. A category 2 wetland is associated with the stream.
i. Approximately how many people would reside or work in the completed
project?
Approximately people 15 (6 x 25 persons per dwelling unit).
j. Approximately how many people would the completed project displace?
None, the site is vacant.
Environmental Checklist
Brookefeld Phase III Short Plat Page 9
k. Proposed measures to avoid or reduce displacement impacts, if any:
Not applicable.
1. Proposed measures to ensure the proposal is compatible with existing and
projected land uses and plans, if any:
None will be provided at this time, the proposed single-family homes are compatible
with the existing land uses. Landscaping by future homeowners may occur to help
screen each home and provide privacy from adjacent existing homes.
Housing
a. Approximately how many units would be provided, if any? Indicate whether
high, middle, or low-income housing.
There will be a total of 6 units priced in the middle -income range.
b. Approximately how many units, if any, would be eliminated? Indicate
whether high, middle, or Iow-income housing.
None.
c. Proposed measures to reduce or control housing impacts, if any:
None proposed because the current property owner is a proponent of the
redevelopment of the property.
10. Aesthetics
a. What is the tallest height of any proposed structure(s), not including
antennas; what is the principal exterior building material(s) proposed?
The buildings will meet the height requirements of the residential single family zone
and will not exceed 35 feet. The exterior building materials may include any of the
following; wood, hardwood, masonry, and asphalt shingles-
b. What views in the immediate vicinity would be altered or obstructed?
No views will be altered or obstructed.
Proposed measures to reduce or control aesthetic impacts, if any:
Landscaping will be installed by the builder and future residents to provide an
additional visual buffer and to control aesthetic impacts.
Environmental Checklist
Brookefield Phase III Short Plat Page 10
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would
it mainly occur.
Light and glare will originate from building lighting and exterior lighting. Light will
also be produced from vehicles using the site. These impacts would occur primarily
in the evening and before dawn.
b. Could light or glare from the finished project be a safety hazard or interfere
with views?
No
What existing off -site sources of light or glare may affect your proposal?
The only offsite source of light and glare are from vehicles and street lighting from
the adjacent streets and other surrounding neighborhoods.
d. Proposed measures to reduce or control light and glare impacts, if any:
Street lighting, when deemed necessary, will be installed in a manner that directs the
lighting downward.
12. Recreation
a. What designated and informal recreational opportunities are in the
immediate vicinity?
Kiwanis Park and Hazen High School
b. Would the proposed project displace any existing recreational uses? If so,
describe.
No.
c. Proposed measures to reduce or control impacts on recreation, including
recreational opportunities to be provided by the project or applicant, if any?
None.
Environmental Checklist
Brookefield Phase III Short Plat Page 11
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national, state, or
local preservation registers known to be on or next to the site? If so,
generally describe.
No
b. Generally describe any landmarks or evidence of historic, archaeological,
scientific, or cultural importance known to be on or next to the site.
None.
C. Proposed measures to reduce or control impacts, if any:
None, there are no known impacts. If an archeological site is found during the
course of construction, the State Historical Preservation Officer will be notified.
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed
access to the existing street system. Show on site plans, if anv.
Access will be from Ilwaco Place NE.
b. Is site currently served by public transit? If not, what is the approximate
distance to the nearest transit stop?
No. The nearest Community Transit stop is .75 miles west along NE Sunset Blvd
and Union Ave NE
c. How many parking spaces would the completed project have? How many
would the project eliminate?
24 parking spaces would be created, 0 spaces would be eliminated.
d. Will the proposal require any new roads or streets, or improvements to
existing roads or streets, not including driveways? If so, generally describe
(indicate whether public or private).
Yes. The proposal will create approximately 460 lineal feet of new road. A nem ork
of new public right of way will provide access to the single-family lots.
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air
transportation? If so, generally describe.
No.
f. How many vehicular trips per day would be generated by the completed
project? If known, indicate when peak volumes would occur.
This project is estimated to generate 57 ADT (9.57 ADT/DU). Peak volumes would
occur during the morning and evening commutes.
Environmental Checklist
Brookefield Phase UI Short Plat Page 12
g. Proposed measures to reduce or control transportation impacts, if any:
Transportation impacts will be mitigated through participation in the City's traffic
mitigation program_
15. Public Services
a. Would the project result in an increased need for public services (for
example: fire protection, police protection, health care, schools, other)? If
so, generally describe.
b.
a.
The need for public service such as fire, health, and police protection will be typical
of a development of this size. The school children originating from the homes in
this development w-ill attend the schools in the Renton School District.
Proposed measures to reduce or control direct impacts on public ser%gces, if
any.
The roads and homes will be constructed to meet all applicable standards and codes
of the City and the Uniform Building Code. The proposed development will
contribute to the local tax base and provide additional tax revenue for the various
public services. The impact to the schools, parks and traffic will be mitigated
through the payment of impact fees
16. Utilities
Underline utilities currently available at the site:
electricity. natural gas, water, refuse service, telephone, sanitga sewer, septic system,
other.
All utilities are available to the site through the proper extension of services.
b. Describe the utilities that are proposed for the project, the utility providing
the service, and the general construction activities on the site or in the
immediate vicinity, which might be needed.
Electricity will be provided by Puget Sound Energy
Natural Gas v ill be provided by Puget Sound .Energy
Water Service will be provided by City of Renton
Sanitary Sewer will be provided by City of Renton
Telephone Service will be provided by Qwest or Comcast
Refuse Service will be provided by Waster Management NW
Cable TV will be provided by Comcast
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is
relying on thetas to make its decision.
Signature: Date Submitted: June 12, 2008
Michael Chen, Director of Planning
Environmental Checklist
Brookefeld Phase III ,Short Plat Page 13
Legal Description
TAX PARCEL NO. 1023059247
THAT PORTION OF THE SOUTH 165 FEET OF THE NORTH 825 FEET OF THE NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING
COUNTY, WASHINGTON, LYING WESTERLY OF THE EAST LINE OF LOT 21, HONEY CREEK ESTATES, ACCORDING
TO THE PLAT THEREOF, RECORDED IN VOLUME 63 OF PLATS, PAGES 30 AND 31, IN KING COUNTY, WASHINGTON,
PRODUCED SOUTHERLY;
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER THE NORTH 30 FEET OF THE
FOLLOWING DESCRIBED TRACT:
BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 21;
THENCE SOUTH 88"14'06" EAST ALONG THE SOUTH LINE OF SAID HONEY CREEK ESTATES, A DISTANCE OF 210
FEET, MORE OR LESS, TO THE EAST LINE OF 146TH AVENUE SOUTHEAST PRODUCED SOUTHERLY;
THENCE SOUTH 165 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID NORTH 825 FEET OF THE NORTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 10-
THENCE NORTH 88°14'06" WEST A DISTANCE OF 210 FEET TO THE SOUTHEAST CORNER OF THE MAIN TRACT
HEREIN;
THENCE NORTH 165 FEET, MORE OR LESS, TO THE POINT OF BEGTNN-ING., IN KING COUNTY, WASHINGTON.
TAX PARCEL NO. 1023059111
THE SOUTH 165 FEET OF THE NORTH 990 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 10, TOWNSHIP 23 NORTH, PAGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON-,
EXCEPT THE FOLLOWING DESCRIBED PORTION OF SAID PREMISES;
BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH 855 FEET OF SAID NORTHEAST QUARTER;
THENCE WESTERLY TO THE SOUTHWEST CORNER OF THE EAST 198 FEET OF THE NORTH 855 FEET OF SAID
NORTHEAST QUARTER;
THENCE SOUTHERLY TO THE SOUTHWEST CORNER OF THE EAST 197 FEET OF THE NORTH 990 FEET OF SAID
NORTHEAST QUARTER;
THENCE EASTERLY ALONG THE SOUTH LINE OF THE NORTH 990 FEET OF SAID NORTHEAST QUARTER TO THE
EAST LINE OF SAID SUBDIVISION;
THENCE NORTH ALONG SAID SUBDIVISION LINE TO THE POINT OF BEGINNING; AND
EXCEPT THAT PORTION LYING WITHIN I48TH AVENUE S.E.; AND
EXCEPT THAT PORTION OF ANY LYING WITHIN THE SOUTH 10 ACRES OF SAID NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SAID SECTION.
TAX PARCEL NO. 1 ] 37400150
LOT 15 OF BROOKEFIELD, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 223 OF PLATS, PAGES 25
THROUGH 28, INCLUSIVE, IN KING COUNTY, WASHINGTON.
Environmental Checklist
Brookefield Phase III short Plat Appendix A
Vicinity Map
Environmental Checklist
Brookefield Phase III Short Plat Appendix B
PLANNING DIVISION �_ W PL�,NNtNG
WAIT t OF SUBMITTAL REQU EMENT�
FOR LAND USE APPLICATIONS juN 17 20
This requirement may be waived by-
1 . Property Services Section PROJECT NAME: C d�
2. Public Works Plan Review Section
3_ Building Section MATE:
a. Planning Section
Q:IWE8lPW%DEVSERVIFonnslPlanninglwaiverofsubmittalregsAs 02JO8
r_+,.rnry ureaiur
Ilk
WAIV-- Z OF SUBMITTAL REQUfEMENTav$�oP PLANKING
OF
rOR LAND USE APPLICATIONS SUN 17 206
This requirement may be waived by:
1. Property Services Section
2. Public Works Plan Review Section
3. Building Section
4. Planning Section
0:IWEBIPVVIDEVSERVlFormslPlannfngkwaiverofsubmittairegs.4s 02/08
PREAPPLICATION MEETING FOR
DEVELOPMENT PLANNING
CITY OF RENTON
JUN 17 2008
Brookefield Short Plat
1055 Lyons Avenue NE, 1059 Nile Avenue
and 1062 Ilwaco Place NE
PRE PRE07-096
CITY OF RENTON
RECEIVED,
NE
Department of Community & Economic Development --
Current Planning
April 17, 2008
Contact Information;
Planner: Gerald Wasser, 425.430.7382
Public Works Plan Reviewer: Rick Moreno, 425.430.7278
Fire Prevention Reviewer: Dave Pargas, 425.430.7023
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 ak 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, Zoning Administrator, Development Services Director,
Department of Community & Economic Development Administrator, Public Works
Administrator and City Council).
FIRE DEPARTMENT
;�' M E M 4 R A N D U M
DATE: 4/14/08
TO: Rick Moreno, Plan Reviewer
FROM: David Pargas, Assistant Fire Marshal
STAFF CONTACT: David Pargas — 425-430-7023
SUBJECT: PRE-APP07-096 BROOKFIELD SHORT PLAT
REVISION
Review of the plans and material regarding Brookfield short Plat has been conducted and
completed. Please review the following fire department comments and concerns.
The Fire comments, concerns, codes and standards are as follows:
1. FIRE FLOW: Structures up to 3600 square feet (including garage and basement
areas) shall require a minimum fire flow of 1000 gallons per minute for 2 hours.
Structures in excess of 3600 square feet shall meet a minimum fire flow of 1500.
gallons per minute for 2 hours. Additional Fire Flow requirements may be
required as noted in Appendix B — Table B of the 2006 International fire code. A
water availability certificate shall be required from your local water purveyor.
2. REQUIRED HYDRANTS: As in accordance with Renton Fire Department
standards, one (1) hydrant shall be required for structures up to 3600 square feet
and that require a minimum fire flow of 1000 gallons per minute. The number is
also subject to meeting installation spacing requirements that are in accordance
with sound engineering practices. Structures over 3600 square feet and having a
minimum fire flow requirement of 1500 gallons per minute or more shall require
a minimum of two (2) hydrants. The number of hydrants for structures over 3600
square feet shall also be based on spacing, which shall be in accordance with
sound engineering practices. Hydrants shall be equipped with 5-inch Storz fittings
on the main ports.
3. HYDRANT SPACING: Residential Spacing --
A) Hydrants shall be no greater than 300 feet to the front of any structure.
B) Hydrant spacing shall also be in accordance with Appendix C, Table
C 105.1 of the 2006 International Fire Code. Maximum spacing is
approximately 600 feet. Spacing ranges are based on fire flow
requirements.
iAcity memos108 pre app reviews\pre-app07-096 brooldield short plat revision.doc
4. FIRE APPARATUS ACCESS:
A) The minimum Fire Apparatus Road Access - shall be no less than 20 feet
wide and on a surface capable of sustaining the weight of a Fire
Apparatus.
B) Fire Lane sioage — Shall be required along one side of the road where the
road width is 20 to 28 feet wide. Signage shall be placed on the same side
in which the hydrants are located. Signage shall be as in accordance with
section 503 of the 2006 International Fire Code and City of Renton
Ordinance 4-4-80-6 A-G,
5. DEAD END STREETS: Street Standards Section 4-6-060-G
A) Access of Dead End Streets from 300 to 500 feet in length --- Shall require
a Cut -de -Sac. See design requirements below.
B) Cul-de-Sac Design Requirements: Cul-de-Sacs shall have a minimum
paved radius of forty-five feet (45') with a right —of--way radius of fifty-
five feet (55') for the turnaround. The Cul-de-Sac turnaround shall have a
design approved by the Administrator of the Bureau of Fire Prevention.
From my review it appears that you have a Dead End Access that exceeds 300
feet and therefore triggers the need for a Cut -de -sac turnaround.
6. LADDER ACCESS: Ladder access .for a 35-foot ladder at 70-degree angle shall
be provided on all 4 sides of a building 2 stories or greater.
7. FIRE MITIGATION FEES: Fire mitigation fees shall be $488.00 per unit and
shall be paid prior to Final Plat recording.
8. ADDITIONAL COMMENTS: _Please feel free to contact the Assistant Fire t
Marshal if you have any further questions or comments regarding the pre -
application review comment for this project.
iAcity trrmemosW pre app reviewslpre-app07-096 brookfield short plat revision,doc
�Y O PLANNING/BUILDING/
PUBLIC WORKS DEPARTMENT
��`
MEMORANDUM
To: Jerry Wasser
From: Rick Moreno
Date: April 15, 2008
Subject: PreApplication Review Comments PREAPP No. 07-096
Brookfield Short Plat
NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT:
The following comments on development and permitting issues are based on the pre -application
submittals made to the City of Renton by the applicant. The applicant is cautioned that information
contained in this summary may be subject to modification and/or concurrence by official decision
makers (e.g. Hearing Examiner, Boards of Adjustment, and City Council). Review comments may,
also need to be revised based on site planning and other design changes required by the City or made
by the applicant.
I have reviewed the information provided in the preliminary application for this proposed short
plat. The following comments assume the property is annexed to the City of Renton.
WATER
1. The property associated to this short plat location is served through Water District 90.
2. The owner shall obtain a water availability letter from Water District 90 to include, but not
limited to all requirements for fire and domestic service for the proposed development.
3. Contact the water district at (425) 255-9600.
SANITARY SEWER
1. Currently, no sewer main is fronting this property. The owner must engineer the site to
reflect how sewer service will be provided in relationship to site layout.
2. A clean out or manhole will be required for side sewers greater than 100 ft from the sewer
main.
3. All short plats shall provide separate side sewer stubs to each building lot prior to recording
of the short plat. No dual side sewers are allowed. Side sewer shall be a minimum 2% slope.
4. The Sanitary Sewer System Development Charges (SDC) is $1,591 per lot.
5. This property is within the Honey Creek Special Assessment District. As such,. an
assessment per each lot is $250.00. This SAD has reached its peak Assessment Period.
SURFACE WATER
The project is required to do a drainage analysis and meet the design criteria in accordance
with the 1990 King County Surface Water Design Manual with conservation flow control
criteria. The 2005 KCSWDM criteria may be required subject to submitted calculations by
the engineer.
HADivision. s0cvelop.serlP1an.revTickl2007 pre appslBrookfield Short Plat PRE07-096 Revised.doc
Page 2 of 2
04/15/2008
2. The Surface Water System Development Charge (SDQ is $1,012.00 per building lot. These
are payable at the time the utility construction permit is issued.
TRANSPORTATION
1. City Code requires street improvements, which include: paving, sidewalks, curb and gutter,
storm drainage and landscape along the street frontage.
2. The applicant may apply for a fee in lieu of frontage improvement equivalent of the costs for
street frontage based of $M per linier foot. A determination will be evaluated upon request
from the applicant. doe Per J�•�'J�a✓.
3. Traffic mitigation fee of $717.75 based on ($75 per additional generated trip shall be
assessed per single family home at a rate of 9.57 trips).
4. All wire utilities shall be installed underground per the City of Renton Ordinance.
GENERAL COMMENTS
1. All utility and street improvements will require separate plan submittals prepared according
to City of Renton drafting standards by a licensed Civil Engineer.
2. Permit application must include an itemized cost of construction estimate for these
improvements.
The fee for review and inspection of these improvements is 6% of the first $150,000 of the
estimated construction costs; 5% of anything over $150,000 but less than $300,000, and 4%
of anything over $300,000. Half the fee must be paid upon application. The current fees are
subject to change, subject to City Council review and approval.
3. If fire -sprinkler systems are necessary, then a separate fire sprinkler permit will be required.
4. If you have any questions please call me at 425430-7278.
CC: Kayren Kittrick
H:IDivision.slDevelop.seAPlan.rev\Rick12007 pre appsTrookSeld Short Plat PRE07-096 Revised doe
CITY OF RENTON
Department of Community & Economic Development
MEMORANDUM
DATE: April 17, 2008
TO: Pre -Application File No. 07-096
FROM. Gerald Wasser, Associate Planner
SUBJECT: Brookfield Short Plat
General: We have completed a preliminary review of the pre -application for the above -
referenced development proposal. The following comments on development and permitting
issues are based on the pre -application submittals made to the City of Renton by the
applicant and the codes in effect on the date of review. The applicant is cautioned that
Information contained in this ,summary may be subject to modification and/or concurrence by
official decision -makers (e.g., Hearing Examiner, Community & Economic Development
Administrator, Development Services Director, Public Works Administrator, and City Council).
Review comments may also need to be revised based on site planning and other design changes
required by City staff or made by the applicant. The applicant is encouraged to review all
applicable sections of the Renton Municipal Code. The Development Regulations are available
for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or online
at www_rentonwa.gov.
Project Proposal: The subject site is located east of the Brookfield Plat and west of Nile Avenue
NE at 1059 Nile Avenue NE and 1055 Lyons Avenue NE (parcels 1023059247 and 1023059111).
The project site totals 3.35 acres in area and is zoned Residential — 4 (R-4) dwelling units per
acre. The proposal is to process a lot line adjustment which would move the east -west lot line
bisecting the two parcels to the west edge of the 100-foot buffer measured from the ordinary high
water mark (OHWM) of Honey Creek. The new parcel located to the west of Honey Creek would
be subdivided into 6 lots_ Access to the lots would be provided off of NE Ilwaco Place over Lot 15,
1062 Ilwaco Place NE (parcel 1137400150), of the Brookfield Plat. A class 2 stream is identified
ort the subject property.
Zoning/Density Requirements: The subject property is zoned Residential - 4 dwelling units per
acre (R4). The maximum density permitted in the R-4 zone is 4.0 dwelling units per acre (dulac).
The applicant indicates that the density for this project is 2.4 dwelling units per acre assuming
that the critical area is 3,000 square feet and the public street is 8,450 square feet.
Consistency with the Comprehensive Plan: The proposed development would be located
within the Residential Single Family (RSF) Comprehensive Plan Land Use designation_ The
proposal would comply with the RSF land use policies.
Development Standards: The R-4 zone permits one residential structure / unit per lot. Detached
accessory structures are permitted at a maximum number of two per lot at 720 square feet each,
or one per lot at 1,000 square feet in size.
Minimum Lot Size, Width and Depth — The minimum lot size permitted in the R-4 zone is 8,000
square feet. Lot size is calculated after the deduction of access easements and pipestems from
the gross lot area. A minimum lot width of 70 feet for interior lots and 80 feet for corner lots, as
well as a minimum lot depth of 80 feet, is also required. No lot areas were provided with the
submitted materials, however, it appears that lots 1 and 2 do not meet the minimum lot
area. Also, it appears that lot 1, a corner lot, does not meet the minimum width of 80 feet.
Building Standards — The R-4 zone allows a maximum building coverage of 35% of the lot area or
2,500 square feet, whichever is greater for lots over 5,000 square feet in size. Building height is
restricted to 30 feet and 2-stories for standard roofs and 2 stories and 35 feet for roofs having a
pitch greater than 3/12. Detached accessory structures must remain below a height of 15 feet and
one-story. The gross floor area must be less than that of the primary structure. Accessory
structures are also included in building lot coverage calculations. The proposal's compliance with
the building standards would be verified at the time of building permit review.
Setbacks — Setbacks are the minimum required distance between the building footprint and the
property sine and any private access easement. The required setbacks in the R-4 zone are 30
feet in front, 25 feet in the rear, 15 feet combined for interior side yards (with a minimum of 5
feet), and 20 feet on side yards along streets (including access easements). Setbacks would be
reviewed at the time of building permit review-
Access[Parking: The proposal is to access the proposed lots via a private street over Lot 15 of
the Brookfield Plat (1062 NE Ilwaco Place) onto NE Ilwaco Place. Each lot is required to
accommodate off street parking for a minimum of two vehicles.
Private driveways may serve a maximum of two lots and must have a minimum easement width
of 20 feet. Private streets may serve a maximum of six lots, provided at least two abut a public
right of way, and must have a minimum easement width of 26 fee with 20 feet of paving.
Pipestems may be permitted to achieve minimum density when there is no other feasible
alternative to achieving the permitted density. Pipestems shall not exceed a minimum length of
150 feet and shall not be less than 20 feet in width.
Addresses of lots along private streets are to be visible from the public street by provision of a
sign stating all house numbers, and the sign is to be located at the intersection of the private
street and the public street.
Driveway Grades: The maximum driveway slopes cannot exceed 15%, provided that driveways
exceeding 8% are to provide slotted drains at the lower end of the driveway. If the grade exceeds
15%, a variance from the Planning/Building/Public Works Administrator is required.
Landscaping and Open Space: For plats abutting non -arterial public streets, the minimum off -
site landscaping is a five (5 ft.) wide irrigated or drought resistant landscape strip provided that if
there is additional undeveloped right-of-way in excess of 5 ft., this also must be landscaped. For
plats abutting principal, minor or collector arterials, the width increases to 10 ft, It does not
appear that any of the lots would have adequate frontage on lFwaco Place to provide the
required landscaping.
Tree requirements for plats include at least two (2) trees of a City approved species with a
minimum caliper of 1 % inches per tree must be planted in the front yard or planting strip of
every fot prior to building occupancy.
A conceptual landscape plan must be provided with the formal land use application as
prepared by a registered Landscape Architect, a certified nurseryman or other certified
professional. The plan shall show two trees within the front yards of each lot.
Significant Tree Retention: A tree inventory and a tree retention plan shall be provided
with the formal land use application. The tree retention plan must show preservation of at
least 30% of significant trees (located outside of the critical areas and their buffers), and indicate
how proposed building footprints will be sited to accommodate preservation of significant trees
that will be retained.
The following species are exempted from the retention requirements outside of critical areas:
• All Populus species including cottonwood (Populus trichocarpa), quaking aspen (Populus
tremuloides), fombardy poplar (Populus nigra "italica"), etc.
• AEI Alnus species which includes red alder (Alnus oregona), black alder (Alnus glutinosa),
white alder (Alnus rhombifolia), etc.
• Salix species which includes weeping willow (Salix babylonica), etc., unless along a
stream bank and away from paved areas.
• All Platanus species which include London plane tree (Platanus acerifolia), American
sycamore, buttonwood (Platanus oceidentalis), etc.
Sensitive Areas: The City's critical areas maps identify a class 2 stream (Honey Creek) on the
project site. In addition, staff has concerns that wetlands may also be present on the site due to
the forested nature of the site and the presence of Honey Creek. A stream study and wetland
report is required to be submitted with the formal land use application. The applicant
should be aware that secondary review of the stream study and wetland report may be
required by one of the individuals listed on the attached roster. Secondary review would
be conducted at the applicant's expense
The project site is within an area of steep slopes. A slope analysis is required to be submitted
with the formal land use application. The analysis must show protected slopes of 40 percent
and greater, sensitive slopes of 25 to 39.9 percent and other regulated slopes.
Additionally, the site area is within an Erosion Hazard area. A geotechnical study is required
to be submitted with the formal land use application.
Environmental Review: The proposal would require Environmental (SEPA) Review as a stream
and steep slopes are located on the project site.
Permit Requirements: The proposal would require approval of a Hearing Examiner Short Plat
and Environmental (SEPA) Review. The Short Plat and Environmental Review would be reviewed
concurrently within an estimated time frame of 10 to 12 weeks for preliminary approval_ The fee
for the short plat would be $1,000 with % off subsequent applications. The fee for the
(environmental Review is based on project value: less than $100,000 is $200 (112 of $400.00 full
fee) and project value over $100,000 is a $500.00 fee (112 of $1000.00 full fee). Detailed
information regarding the land use application submittal is provided in the attached handouts.
Once preliminary approval is received, the applicant must complete the required improvements
and satisfy any conditions of the preliminary approval before the short plat can be recorded. The
newly created lots may be sold only after the short plat has been recorded.
Fees: In addition to the applicable building and construction permit fees, the following mitigation
fees would be required prior to the recording of the short plat (the project will be credited for the
existing home).
A Transportation Mitigation Fee based on $75.00 per each new average
daily trip attributable to the project; and,
A Fire Mitigation Fee based on $488.00 per new single-family lot.
A Parks Mitigation Fee based on $530.76 per new single family lot.
A handout fisting all of the City's Development related fees is attached for your review.
Expiration: Upon preliminary short plat approval, the preliminary short plat approval is valid for
two years with a possible one-year extension.
cc. Jennifer Henninger
T... H 1—
WATERSHED
March 5, 2008
John Smith
Pacific Rim Construction/Brookfield
P.O. Box 2670
Renton, WA 98056
I]EV CITY OF RENTO��;NG
I
.juN 17 2008
RECEIVED
Re: Wetland and Stream Delineation Study - TWC Ref# 080215
Dear Mr. Smith,
5 C I F N C c & D F S I G N
Mike Foster, Ecologist, and Greg Johnston, Senior Fisheries Biologist, made a visit to the two
subject parcels on February 28, 2008 to conduct a wetland and stream delineation study. The
two subject lots are located roughly southwest of the comer of 148t" Avenue SE and SE 113"
Street in the City of Renton (tax identification numbers 102305-9247 and-9111). One stream
and an associated wetland were found, delineated and flagged in the study area.
This letter summarizes the findings of this study and details applicable .federal, state, and IocaI
wetland and stream regulations. The following attachments are included:
• Field Delineation Sketch
• Wetland Determination Data Forms
Methods
The subject property was evaluated for wetlands using methodology from the Washington State
Wetlands Identification and Delineation. Manual (Manual) (Washington Department of Ecology
[Ecology] 1997). Soil, vegetation, and hydrologic data were sampled at several locations on the
property to document our determination. We recorded data at two locations on -site and flagged
the locations with yellow- and black -striped flags.
We field flagged one on -site wetland with 60 pink- and black -striped flags. Thirty-one flags
delineate the east edge of Wetland A, and 29 delineation the west edge. We rated the wetland
using section 4-3-050(M)(1)(a) "classification system" of the Renton Municipal Code (RMC).
We used observations in the field and information gathered from King County's online mapping
system, iM.AP, to rate the wetland.
The ordinary high water mark (OHWM) of one stream identified on the subject property (Honey
Creek) was determined based on the definition provided by the Washington State Department of
Fish and Wildlife and WAC 220-110-020(57). Areas meeting this definition were determined to
be the OHWM edge. The OHWM is located by examining the bed and bank physical
characteristics and vegetation to ascertain an approximation of the water elevation for mean
annual floods.
7S0 Sixth Street South Kirkland, WA 98033
p 425.822.5242 f 425.827.8136 watershedco.com
Smith, J.
March 5, 2008
Page 2 of 4
The OHWM of the on -site portion of Honey Creek was field -flagged beginning at the north edge
of the north parcel (parcel —9247) and ending approximately half way through the southern
parcel (parcel-9111). Flags were numbered OHW 1L through OHW 16L along the left bank
1.7
facing downstream (the west side), and OHW 1R through OHW 13R along the right bank facing
downstream (the east side). We made a tentative classification of Honey Creek based on
information provided in the Renton Water Class Map and confirmed this classification based on
observations made in the field and definitions provided in section 4-3-050(L) of the RMC.
Findings
The subject properties lie within the south edge of the Cedar/Sammamish water resources
inventory area (WRIA number 8) and contain a tributary to May Creek called Honey Creek. The
properties generally slope down from their east and west edge towards Honey Creek, which
flows north through roughly the center of the properties. Big leaf maple (Ater macrophyllum,
FACU), red alder (Alnus rubra, FAC), Douglas -fir (Pseudotsuga menziesii, FACU) and western
hemlock (Tsuga heterophylla, FACU) dominate the forested canopy of the subject site, with
some western red cedar (Thuja plicata, FAC) and black cottonwood (Populus balsarnifera, FAC)
present. Sword fern (Polystichum munitum, FACU), Salmonberry (Rubus spectabilis, FAC+),
osoberry (Oemleria ceraciformis, FACU) beaked hazelnut (Corylus cornuta, FACU) and vine
maple (Ater circinatum, FACU) dominate the understory, with Himalayan blackberry (Rubus
anneniacus, FACU), dewberry (Rubus ursinus, FACU), and hedge laurel (Prunus laurocerasus,
NI) also present. Some Douglas spirea (Spiraea douglasii, FACW) Sitka willow (SaliC
sitchensis, FACW) and water parsley (Oenanthe sarmentosa, OBL) are present along and in the
Honey Creek riparian corridor.
Wetland A is a scrub -shrub and emergent riverine wetland that extends along the length of the
on -site portion of the Honey Creek riparian corridor. Along the south edge of the property,
Wetland A is located in a very low -gradient, wide channel of Honey Creek that has no
perceivable flow, is approximately 100 feet wide, was typically inundated with approximately
six inches of water during our visit, and is heavily vegetated. The ravine narrows towards the
north edge of the property, where flow becomes channelized with a margin of Wetland A along
either side of the channel. We flagged the entire length of the riparian corridor on the subject
properties as Wetland A.
The soil at ten inches in Wetland A is a black (lOYR 2/1) loam with a high organic content and
no redoximorphic features. Salmonberry, lady fern (Athyrium filix fentina, FAC) and water
parsley dominate the wetland near Data Point i (see Wetland Delineation Field Sketch, DP-1).
Free water was at the surface of the soil at the time of our visit.
The non -wetland near Wetland A is characterized by a dark brown (10YR 3/3) sandy gravelly
loam (see Wetland Delineation Field Sketch, DP-2). Vine maple, sword fern, dewberry and red
alder dominated the area around the data point. The soil was not saturated within the top 16
inches of the soil profile during the time of our visit.
Wetland A is a Category 2 wetland per section 4-3-050(M)(1)(a)(i) of the RMC. The wetland
has "minimum existing evidence of human -related physical alteration such as diking, ditching or
Sinith, J.
March 5, 2008
Page 3 of 4
channelization...", one of the criteria for determining Category 2 wetlands. The wetland is not
"severely disturbed", a criteria for Category 3 wetlands.
Honey Creek flows north from the wide, inundated area within Wetland A into a low gradient,
silty -bottom channel with some gravel and perceivable flow at the time of our visit. The width
of the channel ranges from 12 to 20 feet, but is typically around 15 feet and is bordered by a
margin of Wetland A. Honey Creek is snapped as a Class 4 stream on the City of Renton Renton
Water Class Map. Class 4 streams are defined as "...waters [that] are non-salmonid bearing
intermittent waters during years of normal rainfall, and/or mapped on Figure Q4, Renton Water
Class Map, as Class 4." Our on -site observation of the creek showed nothing to the contrary of
this rating. However, because of the time of our visit during the wet season, we could not
confirm that this stream dries out in the summer. We found no evidence to suggest a different
rating is appropriate for the on -site portion of Honey Creek. Thus, Honey Creek is a Class 4
stream.
Local Regulations
Wetlands and streams are regulated under the Critical Areas Regulations section of the RMC.
Wetland A, a Category 2 wetland, requires a 50-foot buffer (RMC 4-3-050(M)(6)(c)).
According to RMC 4-3-050(L)(5)(a)(i), Honey Creek, a Class 4 stream within the City of Renton
requires a 35-foot buffer. The buffer from Honey Creek is entirely within the Wetland A buffer
on the subject property.
In addition to the wetland buffer, "the Reviewing Official may require a building or activity
setback from a critical area or buffer to ensure adequate protection of the critical area/buffer
during construction and ongoing maintenance of the activity. A requirement for a setback shall
be based on the findings of a critical area report or a peer review required for the activity. (Ord.
5137, 4-25-2005)" (RMC 4-3-050(E)(5)). We recommend an eight -foot building setback to
allow fire and safety access and to permit maintenance activities between structures and the
wetland buffer edge.
The 50-foot standard buffer width of a Category 2 wetland in Renton may be modified if the
applicant can demonstrate compliance with subsections 4-3-050(M)(6)(c) or (f) of the RMC. Per
subsection (e), the buffer for a Category 2 wetland may be reduced to 37.5 feet (75 percent of the
standard buffer width) with enhancement if the applicant demonstrates that buffer functions will
be maintained, the action will not degrade wetland buffer funtions, and no direct or indirect,
short-term or long-term, adverse impacts to Wetland A will result from a regulated activity. The
on -site buffer, currently thickly vegetated with native shrubs and trees, has low potential for
enhancement, and may not be suitable for reduction under this subsection. Under subsection (f),
buffer averaging may be approved if the applicant demonstrates that the reduction in the standard
buffer will result in no net loss of buffer funtion or values, the additional buffer is contiguous and
the total buffer area is not reduced.
State and Federal Regulations
Wetlands and streams are also regulated by the U.S. Army Corps of Engineers (Corps) under
section 404 of the Clean Water Act. Any filling of Waters of the United States would likely
require notification and permits from the Corps. The Corps would likely consider Wetland A a
Smith, J.
March S, 2009
Page 4 of 4
Water of the United States. Federally pen-n tted actions that could affect endangered species (i.e.
salmon or bull trout) may also require a biological assessment study and consultation with the
U.S. Fish and Wildlife Service and/or the national Marine Fisheries Service. Application for
Corps permits may also require an individual 401 Water Quality Certification and Coastal Zone
Management Consistency determination from Ecology.
Please note that the findings of this letter, including stream classification and resulting buffer
width predictions, are subject to the verification and agreement of local, state and/or federal
regulatory authorities.
Please call if you have any questions or if we can provide you with any additional information..
Sincerely,
Mike Foster
Ecologist
Enclosures:
Field Delineation Sketch
Wetland Determination Data Forms
2 HE
V WATERSHED
'COMPANY
750 Sixth Street South I Kirkland I WA 98033
p 425.822.5242 f 425.827.8136
watershedco,corn
Wetland and Stream Delineation Sketch
(parcel numbers 102305-9247 & -9111)
Site located off 148"' Avenue SF in the City of Renton
Field visit on February 28, 2008
Prepared .for John Smith
February 28, 2008
ETLAND DETERMINATION DA
6 i l J
WATERSHED
Date: February 28, 2008 Data point: 113113-1
Project Name: Redmond Pac. Rim Const. Data point location:
Biologist(s): MF, GJ
750 Sixth Street South
Kirkland, Washington 98033
(425) 822-5242 Fax (425) 827-8136
WETLAND? YES NO
Wetland # : A
S edge of parcel —9031
Do normal environmental conditions exist? YES NO
Has vegetation, soils &/or hvdrologv been signs scantly disturbed within the past 5 vrs? YE NO
Stratum: T=tree, S=shrub. H=herb, V=vine VEGETATION
Dominant Species Stratum WIS
Other Species
Stratum
WIS
Rubus s ectabilis S FAC+
Acer circinatum
S
FACU
Ath rium tilix-femina H FAC
Alnus rubra
T
FAC
L sitchiton americanus
H
OBL
Oenanthe sarmentosa
H
FACW
Dr o teris ex ansa
H
FACW
Percent of dominant species that are FAC, FACW or OBL 100
Vegetation criteria met? YES NO
Notes:
SOILS
Mottles
Depth Horizon Matrix Color DistIncVPromfnent Texture
0-16" B 10YR 2/1 None Loam/Organic
Soil Criteria Met?
Notes: Gra%
Hydric Indicators:
X Gleyed/Low Chroma
X Sulfidic odor
Histosol
Other (list in notes)
) NO
sand mixed in to the loam matrix at and below 12 inches
Surface saturation?(D NO
Depth to saturation 0"
Depth of inundation 0"
Depth to fre n pit 0"
Flow? YE :7Pheet?
Channel?
HYDROLOGY
Primary Indicators: (1 required)
X Observation of inundation
X Observation of soil saturation
X Water marks
Drift lines or drainage patterns
X Sediment deposits
Secondary Indicators: (-2 required)
Oxidized root channels
X Water -stained leaves
Local soil survey data
FAC-neutral test
Hydrologic Criteria Met? YES NO Recent High
rainfall: Very high (Normal) Low Very low
Notes:
WILDLIFE OBSERVATIONS AND GENERAL NOTES
Other present vegetation: ALRU, THPL, SALU, RUSP, SPDO, COSE, ACCI, PISI, PHAR, GL sp,
OESA, ATFI, DREX, POMU, RUUR, RUAR, SCMI, TYLA, SASI, etc.
T H F
WATERSHED
COO PANY.
750 Sixth Street South Kirkland I WA 98033
p 425.822.5242 f 425.827.8136
vuatershedco.coni
Wetland and Stream Delineation Sketch
(parcel numbers 102305-9247 &-911.1)
Site located off 148"' Avenue SE in the City of Renton
Field vi,,it on February 28, 2008
Prepared for John Smith
February 28, 2008
ETLAND DETERMINATION DA =ORM
WATERSHED
Date: February 28, 2008
Project Name: Redmond Pac. Rim Const.
Biologist(s): MF, GJ
Do normal environmental conditions exist? 1,.YES
Has vegetation, soils Wor hydrology been signs lc,
Stratum: T_tree, S=shrub, H=herb, V=vine
Dominant Species Stratum
Rubus spectabilis S
Atrium filix-femina H
750 Sixth Street South
Kirkland, Washington 98033
(425) 822-5242 Fax (425) 827-8136
WETLAND? YES NO
Data point: DP-1 _ Wetland # : A
Data point location: S edge of parcel —9031
NO
v disturbed within the
VEGETATION
WIS I Other Species
FAC+Acer circinatum
FAC Alnus rubra
5 vrs? YES( NO
americanus
Oenanthe sarmentosa
Percent of dominant species that are FAC, FACW or OBL 100
Vegetation criteria met? YES NO
Notes:
SOILS
Mottles
Depth Horizon Matrix Color Texture
0-16" a 10YR 211 None Loam/Organic
Soil Criteria Met?
Notes: Grave
Stratu m WIS
S
FACU
T
FAC
H
OBL
H
FACW
H
FACW
Hydric Indicators.
X Gleyed/Low Chroma
X Sulfidic odor
Histosol
Other (list in notes)
) NO
sand mixed in to the loam matrix at and below 12 inches
Surface saturatiDn?(D NO
Depth to saturation 0"
Depth of inundation 0"
Depth to fre n pit 0"
Flow? YE NO
Channel? heet?
HYDROLOGY
Primary Indicators: (1 requiree)
X Observation of inundation
X Observation of soil saturation
X Water marks
Drift lines or drainage patterns
X Sediment deposits
Hydrologic Criteria Met? YES NO Recent
rainfall:
Notes:
Secondary Indicators: (>_2 required)
Oxidized root channels
X Water -stained leaves
Local soil survey data
FAC-neutral test
High
Very high (Normal) Low Very low
WILDLIFE OBSERVATIONS AND GENERAL NOTES
Other present vegetation: ALRU, THPL., SALU, RUSP, SPDO, COSE, ACCI, PISI, PHAR, GL sp,
OLESA, ATFI, DREX, POMU, RUUR, RUAR, SCMI, TYLA, SASI, etc.
=TLAND DETERMINATION DAT ORM
1 F-i L
WATERSHED
Date: February 28, 2008
Project Name: Redmond Pac. Rim Const
Biologist(s): MF
750 Sixth Street South
Kirkland, Washington 98033
(425) 822-5242 Fax (425) 827-8136
WETLAND? YE NO
Data point: DP- 2 Wetland # : Near A
Data point location: W of 113113-1
Do normal environmental conditions exist? YE5 NO
Has veaetation, soils &/or hvdroloav been siani scantly disturbed within the past 5 vrs? YE
Stratum: T=tree, S=shrub, H=herb, V=vine VEGETATION
Dominant Species
Stratum
WIS
Other Species
Stratum
WIS
Acer circinatum
S
FACU
Rubus armeniacus
V
FACU
Alnus rubra
T
FAC
Acer macro h Ilum
T
FACU
Rubus ursinus
V
FACU
Oemleria cerasiformis
S
FACU
PoI stichum munitum
H
FACU
Rubus armeniacus
V
FACU
Corylus cornuta
S
FACU
i
Percent of dominant species that are FAC, FACW or OBE. 25%
Vegetation criteria met? YES NO
Notes: Addl. buffer veg: E, TSHE, THPY POTR, PRLA, ILAQ
SOILS
Mottles Depth Horizon Matrix Color oiStinMottlesnn Texture
10" B 10YR 3/3 None Sandy gravelly loam
Soil Criteria Met? YES NO
Notes:
Surface saturation? YE NO
Depth to saturation '1
Depth of inundation N/A
Depth to free water in pit NIA
Flow? YES NO
Channel? Sheet?
HYDROLOGY
Primary Indicators: (1 required)
Observation of inundation
Observation of soil saturation
Water marks
_ Drift lines or drainage patterns
Sediment deposits
Hydric Indicators:
Gleyed/Low Chroma
Sulfidic odor
Histosol
Other (list in notes)
Secondary Indicators: (_2 required)
Oxidized root channels
Water -stained leaves
Local soil survey data
FAC-neutral test
Hydrologic Criteria Met? YES NO Recent High
rainfall: Very high (Normal Low Very low
Notes:
WILDLIFE OBSERVATIONS AND GENERAL NOTES
Chorus frogs within wetland. Many Douglas -fir trees within buffer with DBH greater than 2linches
Birds: Rufus -sided towhee, song sparrow, pine sisken, ruby throated hummingbird, mallards, stellars
Jay, ruby -crowned kinglets
ETLAND DETERMINATION DA
:ORM
WATERSHED
Date: February 28, 2008
Project Name: Redmond Pac. Rim Const
Biologist(s): MF, GJ
Data point: DP-1
Data point location:
750 Sixth Street South
Kirkland, Washington 98033
(425) 822-5242 Fax (425) 827-8136
WETLAND? YES NO
Wetland # : A
S edge of parcel —9031
❑o normal environmental conditions exist?(:YES NO
Has vegetation, soils Wor hydrology been signs icantly disturbed within the past 5 yrs? YE
Stratum: T=tree, S=shrub, H=herb, V=vine VEGETATION
Dominant Species Stratum WIS
Other Species
Stratum
WIS
Rubus s ectabilis S FAC+
Acer circinatum
S
FACU
Ath rium filix-femina H FAC
Alnus rubra
T
FAC
L si'tchiton americanus
H
OBL
Oenanthe sarmentosa
H
FACW
Dr o teris ex ansa
H
FACW
Percent of dominant species that are FAC, FACW or OBL 100
Vegetation criteria met? YES NO
Notes:
SOILS
Depth Horizon Matrix Color Mottles
p {oistincVProminent) Texture
0-16" B 10YR 2/1 None Loam/Organic
Soil Criteria Met?
Notes: Grave
Hydric Indicators:
X Gleyed/Low Chroma
X Sulfidic odor
Histosol
Other (list in notes)
) NO
sand mixed in to the loam matrix at and below 12 inches
Surface saturation? YE NO
Depth to saturation 0"
Depth of inundation 0"
Depth to frZTheet?
' pit 0"
Flow? YE
Channel?
HYDROLOGY
Primary Indicators: (1 required)
X Observation of inundation
X Observation of soil saturation
X Water marks
Drift lines or drainage patterns
X Sediment deposits
Secondary Indicators: (>_2 required)
Oxidized root channels
X Water -stained leaves
Local soil survey data
FAC-neutral test
Hydrologic Criteria Met? YES NO Recent High
rainfall: Very high (::�Normal Law Very low
Notes:
WILDLIFE OBSERVATIONS AND GENERAL NOTES
Other present vegetation; ALRU, THPL, SALU, RUSP, SPDO, LOSE, ACCI, P1Sl, PHAR, GL sp,
OESA, ATFI, DREX, POMU, RUUR, ROAR, SCMI, TYLA, SASI, etc.
=TLAND DETERMINATION DAT ORM
ri
WATERSHED
Date: February 28, 2008
Project Name: Redmond Pac. Rim Const.
Biologist(s): MF
Data point: DP- 2
Data point location:
750 Sixth Street South
Kirkland, Washington 98033
(425) 822-5242 Fax (425) 827-8136
WETLAND? YES(:�NO�)
Wetland # : Near A
Do normal environmental conditions exist? YES NO
Has vegetation, soils Wor hydroloqy been sign candy disturbed within the past 5 yrs? YE NO
Stratum: T=tree. S=shrub. H=herb. V=vine VEGETATION
VV oT UN-1
Dominant Species
Stratum
WIS
Other Species
Stratum
WIS
Acer circinatum
S
FACU
Rubus armeniacus
V
FACU
Alnus rubra
T
FAC
Acer macrophyllum
T
FACU
Rubus ursinus
V
FACU
Oemleria cerasiformis
S
FACU
Pol stichum munitum
H
FACU
Rubus armeniacus
V
FACU
Cor lus cornuta
S
FACU
Percent of dominant species that are FAC, FACW or OBL 25%
Vegetation criteria met? YES NO
Notes: Addl. buffer veg: E, TSHE, THPY, POTR, PRLA, ILAQ
SOILS
Mottles Texture
Depth Horizon Matrix Color ;Dis'inc-,Promirent)
10" B 10YR 3/3 None Sandi aravellv foam
Soil Criteria Met?
Notes:
Surface saturation? YE NO
Depth to saturation a1
Depth of inundation NIA
Depth to free water in pit NIA
Flow? YES NO
Channel? Sheet?
HYDROLOGY
Primary Indicators: (1 required)
Observation of inundation
Observation of soil saturation
Water marks
Drift lines or drainage patterns
Sediment deposits
Hydric Indicators:
Gleyed/Low Chroma
Sulfidic odor
Hlstosol
Other (list in notes)
Secondary Indicators: (>_2 required)
Oxidized root channels
Water -stained leaves
Local soil survey data
FAC-neutral test
Hydrologic Criteria Met? YES NO Recent High
rainfall: Very high (Normal) Low Very low
Notes:
WILDLIFE OBSERVATIONS AND GENERAL NOTES
Chorus frogs within wetland. Many Douglas -fir frees within buffer with DBH greater than 2 cinches
Birds: Rufus -sided towhee, song sparrow, pine sisken, ruby throated hummingbird, mallards, stellars
fay, ruby -crowned kinglets
Centre Poinue Surveying
33701 9th Avenue Soutn
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT PROJECT: G:\2995\2995.pro
CLOSURE REPORT
Coordinate values s"nown are computed based on the rounded bearing and distance,
or chord bearing and chord lengths as indicated herein.
Boundary Name: Overall
Point Number
Description
Sta
Northing
Easting Elevation
Bearina Distance
--------------------------------------------------------------------------------
1010
ca'c
4-28-20
0+00.00
19067.43374
18602.29249
N00053'09"W
50.00 '
1020
talc
4-23-20
0+50.00
19117.42776
18601.51948
389009'27"E
90.15 '
1049
talc
4-11-20
1+40.15
19116.10221
18691.65974
N00052145"W
244.09 '
1051
3+84.24
19360.16348
18687.91446
S89012151"E
281.29 '
1061
6+65.53
19356.30560
18969.17803
S27052'16"E
187.54 '
1062
8+53.07
19190.51997
19056.85000
S10053'33"E
168.06 '
1063
10+21.14
19025.48783
19088.60778
N89°13'46"W
395.68 '
1052
14+16.81
19030.80906
18692.96356
NO0052145"W
35.30 '
1048
talc
4-11-20
14+52.11
19066.10490
18692.42193
N89°09'1411W
90.14 '
101C
talc
4-28-20
15+42.26
19067.43555
18602.29173
--------------------------------------------------------------------------------
Closing latitude = 0.00181
Closing departure 0.00074
Closing bearing = S22006'28"E
Closing distance = 0.00-96
Total traverse length = 1542.25 (1542.26)
Total error of closure = 1/787602
Error of closure in latitude = 1/650103
Error of closure in departure = 1/2092750
Area = 120541.638 SQ FT
Area = 2.767 ACRES
DEVELOPMENT PLANNING
CITY OF RE.NTON
J U N 17 2008
RECEIVED
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98CO3
253-661-1901
Thursday, June 12, 2008 11:24:57
AM
NEW PROJECT
PROJECT:
G:\2995\2995.pro
--------------------------------------------------------------------------------
CLOSURE REPORT
Coordinate values shown are computed hased
on the rounded
bearing and
distance,
or chord hearing and chord lengths as indicated
herein.
Boundary Name: Road
Point Number Description
Sta
Northing
Easting
Elevation
Bearing Distance
--------------------------------------------------------------------------------
1010 talc 4-28--20
0+00.00
19067.43374
18602.29249
N00°53'09"W 50.00
'
1020 calc 4-28-2C
0+50.00
19117.42776
18601.51948
Center Point:
1021
19119.13589
1862C.41242
talc 4-28-
Radius:
18.97
'
Delta:
83°59'29"
Left
Arc Length:
27.81
'
Chord Bearing:
S47°09'42"E
Chord Length:
25.39
'
Middle Ordinate:
4.87
'
External:
6.56
'
Deg of Curvature:
30-°59'00"
Arc Definition
Tangent:
17.C8
'
Curve PI:
19100.41314
18603.0576C
_022 talc 4-28-2C
0+77.81
197-00.16429
18620.13734
S89°09'27"E 31.89
'
9147
1+09.70
19099.69538
18652.02389
Center Point:
10C3
18835.46395
18648.13825
talc 4-28-
Radius:
264.26
'
Delta-
V 42'20"
Right
Arc Length:
40.15
`
Chord Bearing:
SW8' 17"E
Chord Length:
40.11
Middle Ordinate:
0.76
'
Externa-:
0.76
'
Deg of Curvature:
21°40'53"
Arc Definition
Tangent:
20.11
'
Curve PI:
19099.39732
18672.13061
9148
1+49.85
19096.06340
18691.96911
N00°52'45"W 5.08
'
1045 talc 4-28-20
1+54.93
19s01.1428C
18691.89l17
Center Point:
1003
18835.46180
18648.13355
talc 4-28-
Radius:
269.26
'
Delta:
5026'48"
Right
Arc Length:
25.60
`
Chord Bearing:
S77055'28"E
Chord Length:
25.59
'
Middle Ordinate:
C.30
'
Externa-:
0.30
'
Deg of Curvature:
21°_6'44"
Arc Definition
Tangent:
12.81
'
Curve PI:
19099.06130
187C4.52602
1024 talc 4-28-20
1+80.53
19095.78934
18716.91493
Center Point:
1005
19330.98000
18779.05010
calc 4-28-
Rad_us:
243.26
'
Delta:
13°57'23"
Left
Arc Length:
59.25
'
Chord Bearing:
S82°10'45"E
Chord Length:
59.11
Middle Ordinate:
1.80
'
External:
..82
Deg of Curvature:
23°33'11"
Arc Definition
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT
------------------------------
Tangent:
Curve PI:
1025 calc 4-28-20
SB9009'27"E 10.84
1026 talc 4-28-20
Center Point:
Radius:
Delta:
Arc Length:
Chord Bearing:
Chord Length:
Middle Ordinate:
External:
Deg of Curvature:
Tangent:
Curve PI:
1028 calc 4-28-20
N00052145"W 131.55
1036 calc 4-28-20
589�13'46"E 26.01
1043 calc 4-28-20
S00°52'45"E 215.34
1030 calc 4-28-20
N89013'46"W 26.01 '
1019 calc 4-28-20
N00052145"W 7.75 '
1018 calc 4-28-20
Center Point:
Radius:
Delta:
Arc Length:
Chord Bearing:
Chord Lencth:
Middle Ordinate:
External:
Deg of Curvature:
Tanaent:
Curve PI:
i016 talc 4-28-20
N89009'27"W 13.13 '
1015 calc 4-28-20
Center Point:
Radius:
Delta:
Arc Length,:
Chard Bearing:
Chord Lenath:
Middle Ordinate:
External:
Deg of Curvature:
Tangent:
Curve PI:
1014 talc 4-28--20
Center Point:
Radius:
Delta:
Arc Length:
Chord Bearing:
Chord Length:
Middle Ordinate:
PROJECT: G:\2995\2995.pro
-----------------------------------------------
29.77 '
19088.18465 18745.69392
2+39.78 19087.74590 18775.47511
2+50.62 19087.58651
1027 19112.58381
25.00 '
91°43116" Left
40.02 '
N44038'54"E
35.88 '
7.59 '
10.90
229°10'59" Arc Definit_on
25.76 '
18786.31394
18786.68154 calc 4-28-
19087.20857 18812..06674
2+90.64
19l12.96562
188i1.67681
4+22.20
19244.50013
18809.65834
4+48.21
19244.15034
18825.66599
6+63.55
19028.83569
18838.9701i
6+89.56
19029.18548
18812.96246
6+97.3- 19036.93457
1017 19036.55098
25.00 '
88016'42" Left
38.52 '
N45001106"W
24.82 '
7.06 '
9.84
229010'59" Arc Definitior.
24.26 '
18812.84335
18787.84649 talc 4-28-
19061.19988 18812.46587
7-35.83 19061.54815 18788.21422
7+48.95 19061.74121
1005 1933C.97210
269.26 '
13°57'23" Right
65.59 '
N82°10'45"W
65.43 '
1.99 '
2.0i
21°16'44" Arc Definition
32.96 '
19062.23426
8+14.54 19070.64465
1003 18835.45399
243.26 '
13°57'22" Left
59.25 '
N82'10'45"W
59.11
1.60
18775.08563
18779.04490 caic 4-28-
18742.13156
18710.26424
18648.12906 talc 4-28-
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT PROJECT: G:\2995\2995.pro
--------------------------------------------------------------------------------
External: 1.82 '
Deg of Curvature: 23°33111" Arc Definition
Tangent: 29.77 '
Curve PI: 19078,25755 18681.48080
1013 calc 4-28-20 8+73.79 19078.68809 18651.70405
N89°09'27"W 31.25 f
1012 calc 4-28-20 9+05.04 19079.14759 18620.45743
Center Point: 101" 19059,64970 18620.17071 calc 4-28-
Radius: 19.50 '
Delta: 67020'21" Left
Arc I-ength: 22.92 '
Chord Searing: S57010'23"W
Chord Length: 21.62 '
Middle Ordinate: 3.27
External: 3.93 '
Deg of Curvature: 293049128" Arc Definition
Tangent: 12.99 '
Curve PI, 19079.34599 18607.47292
1010 calc 4-28-20 9127,96 19067.42731 18602.28989
--------------------------------------------------------------------------------
Closing latitude =-0.00643
Closing departure =-0.00260
Closing bearing = N22°00112"E
Closing distance = C.00693
Total traverse length = 915.9-- (927.96)
Total error of closure = 1/132067
Error of closure in latitude = 1/142464
Error of closure in denarture = 1/?5255
Area = 11056.513 SQ FT
Area = 0.254 ACRES
a
Centre Pointe Surveying
33701 9t:a Avenue South
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2G08 11:24:57 AM
NEW PROJECT
PROJECT: G:\2995\2995.pro
-------------------------------------------------------------------------------
CLOSURE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearing and chord lengths as indicated herein.
Boundary Name: Lot I
Paint Number Description
Sta
Northing
Easting
Elevat_on
Bearing Distance
----------------------------------------------------------------------------------
1045 talc 4-28-20
0 00.00
19101.14262
18691.88849
N00052'45"W 75.00
'
1029 talc 4-24-20
0+75.00
19176.13379
18690.73771
S89013'46"E 120.00
'
1044 talc 4-28-20
1+95.00
19174.51999
18810.72686
500052'45"E 61.56
'
1028 talc 4-28-20
2+56.55
19112.96724
18811.67142
Center Point:
1027
1-9112,58364
18736.67436
talc 4-28--
Radi-ss :
25. 00
'
DelL-a:
91043'18"
Right
Arc Length:
40.02
'
Chord Bearing:
S44°56'54"W
Chord Length:
35.B8
'
'diddle Ordinate:
7.59
'
External:
10.90
'
Deg of Curvature:
229°10'59"
Arc Definition
Tangent:
25.76
'
Curve P-:
19087.20857
18812,06674
1026 talc 4-28-20
2+96.57
19087.58813
18786.39854
N89°09'27"W 10.84
'
1025 talc 4-28-20
3+07.41
19087.74752
18775.46972
Center Point:
1005
19330.98122
18779.04658
talc 4-28-
Radius:
243.26
'
Delta:
13°57'23"
Right
Arc Length:
59.25
'
Chord Searing:
N82010'45"W
Chord Length:
59.11
'
Middle Ordinate:
1.80
'
External:
1.82
'
Deg of Curvature:
2V33'11"
Arc Definition
Tangent:
29.77
'
Curve PI:
19088.13465
18745.69592
1024 talc 4-28-20
3+66.67
19095.79096
18716.90953
Center Point:
'-003
18835.46276
18648.13326
talc 4-28-
Radius:
269.26
'
Delta:
5026148"
Left
Arc Length:
25.60
'
Chord Bearing:
N77055'28"W
Chord Length:
25.59
'
Middie Ordinate:
0.30
'
External:
0.3C
'
Deg of Curvature:
21°16'44"
Arc Definition
Tangent:
12.81
'
Curve PI:
19099.06130
18701.52602
1045 talc 4-28-20
3+92.26
19101.14442
18691.88577
--------------------------------------------------------------------------------
Closing latitude
= 0.00181
Closing departure
=-0.00272
Closing bearing
= S56°23'06"E
Closing distance
= 0.00326
Total traverse length
= 387.98 (392.26)
Centre Pointe Surveyirq
33701 9th Avenue South
Federal Way, WA 98003
233-661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT PROJECT: G:\2995\2995.oro
---------------------------------------------------------------------------------
otal error of closure = 1//-18993
Error of closure in latitude = 1/21494/
Error of closure in departure = 1/142888
Area = 9935.653 SQ FT
Area = 0.228 ACRES
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:57 Ali!
NEW PROTECT PROJECT: G:1299512995.pro
---------------------------------------------------------------------------------
CLOSURE REPORT
Coordinate values shown are computed based on the rounded hearing and distance,
or chord bearing and chord lengths as indicated herein.
Boundary Name: Lot 2
Point Num-ber Description Sta Northing Fasting Elevation
Bearing Distance
-------------------------------------------------------------------------------------
1029 calc 4-24-20 0+00.00 19176.13025 18690.73774
S89013146"E 120.00 1
1044 calc 4-28-20 1+20.00 19174.51645 18810.72689
NOC°52'45"W 70.00 '
1036 calc 4-28-20 1+90.00 19244.50821 18809.65283
N89'13'46"W 120.00 '
1031 calc 4-24-2C 3+10.00 19246.12200 18689.66368
50005214511E 70.00 '
1029 caic 4-24-2C 3+80.00 19176.1.3025 18690.73774
----------------------------------------------------------------------------------
Closing latitude = 0.00000
Closing departure = 0.00000
Closing bearing = N90°00'00"W
Closing distance = 0.00000
Total traverse length = 380.00 (380.00)
Total error of closure = 1/999999
Error of closure in latitude = 1/999999
Error of closure in departure - 1/999999
Area = 8396,403 SQ FT
Area = 0.193 ACRES
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT PROJECT: G:1299512995.pro
CLOSURE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearing and chord lengths as indicated herein.
Boundary Name: Loz 3
Point Number
Description
Sta
Northing
Easting Elevation
Bearing
Distance
--------------------------------------------------------------------------------
1031
talc
4-24-2C
0+00.00
19246.12102
18689.66368
N00052145"W
114.06 '
105.
1+14.06
19360.16759
18687.91-357
S89°121S"'E
98.04 '
1033
talc
4-24-20
2+12.10
19358.82298
18785.94433
S00052'45"E
94.02
1034
talc
4-24-20
3+06.12
19264.87405
18787.38697
S89°i3146"E
47.97 '
1035
talc
4-24-20
3+54.09
19264.16893
18835.35263
S00052'45"E
20.01 '
1043
talc
4-28-20
3+74.10
19244.16129
18835.65966
N89013'46"W
146.0I. '
1031
c_alc
4-24-20
5+20.11
19246.12488
16689.66286
-------------------------------
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse leng-h
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
---------------------------------------------------
= 0.00386
_-c.00aa2
= S1"i°56'14"E
0.00394
52C.11 {520.11)
1/131940
1/134856
1/637885
= 12135.680 SQ FT
= 0.279 ACRES
Centre Poinve Surveying
33701 9th Avenue South
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT PROJECT: G:\2995\2995.nro
CLOSURE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearing and chord lengths as indicated herein.
Boundary Name: Lot 4
Point Number Description
Sta
Northing
Easting Elevation
Bearing Distance
--------------------------------------------------------------------------------
A M talc 4-24-20
0+00.00
19173.88641
15836.73966
N00052'45"w 70.28 '
1043 talc 4-28-20
OHM
19244.15914
18835,66130
0901346"E 143.66 `
1037 talc 4-24-20
2+13.94
19242.22615
18979.30831
S25'14'10"E 78.16 '
1040 talc 4-24-20
2+92.10
19171.52586
19C12.63179
N89013'46"W 175.91 '
1039 talc 4-24-20
4+68.02
19173.89155
16836.73769
--------------------------------------------------------------------------------
Closing latitude =
0.00514
Closing departure =
-0.00197
Closing bearing -
S20'56'12"E
Closing distance -
0.00350
Total traverse length =
468.01 (468.02)
Total error of closure =
105025
Error of closure in latitude =
1/91036
Error of closure in departure =
1/237943
Area = 11224,940 SQ FT
Area = 0.258 ACRES
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98003
253--661-1901
Thursday, June 12, 20H 11:24:57 Ali?
NEW PROJECT PROJECT: G:\299512995.Qro
CLOSURE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearine and chord lengths as indicated herein.
Boundary Narr:e : Lot 5
Point Number
Description
Sta
Northing
Easting Elevation
Bearing
Distance
--------------------------------------------------------------------------------
1041
talc
4-24-20
0+00.00
19098,86414
18837.89094
N00052145"W
75.03 '
7039
calc
4-24-20
0+75.03
19173.88531
18836.73970
S89013146"E
175.91 '
1040
calc
4-24-20
2+50.94
19171.51962
19012.63379
S15°40'20"E
78.20 '
1042
calc
4-24-20
3+29.14
19096.22687
19033.75825
N89013'46"6ti
195.89 '
1041
talc
4-24-20
5+25.02
19098.86126
18837.88396
-----------------------------
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse length
Total error of closure
Error of closure 'n latitude
Error of closure in departure
Area
Area
_--------------------------------------------------
- 0.00288
N59057'38"E
0.00575
525.03 (525.02)
= 1/91259
1/182302
1/105419
= 13942.339 5Q FT
= 0.320 ACRES
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98003
253--661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT PROJECT: G:\2995\2995.pro
CLOSURE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearing and chord lengths as indicated herein.
3oundary Name: Lot 6
Point Number
Description
Sta
Bearing
Distance
------------------------------------------
1030
calc
4-28-20
0+00.00
NOC'52'45"W
70.03 '
1041
calc
4-24-20
0+70.03
S89013'46"E
195.89 '
1042
calc
4-24-20
2+65.91
u03030'36"E
70.20 '
1038
calc
4-24-20
3+36.11
N89°13'45"W
199.11 '
1030
talc
4-28-20
5-35.22
Northing Easting Elevation
---------------------------------
19028.84336
18838.96547
19098,86511
18837.89095
19096.23072
19033.76323
19026.16241
19038.06107
19C28.84107
18838.96909
--------------------------------------------------------------------------------
Closing
latitude
=-0.00229
Closing
departure
= 0.60362
Closing
bearing
= N5740'46"W
Closing
distance
= 0.00428
Total traverse
length
- 535.23 (535.22)
Tonal error
of closure
= 1/125013
Error of
closure in latitude
= 1/233821
Error of
closure in departure
= 1/147932
Area = 13824.851 S,Q FT
Area = 0.317 ACRES
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT PROJECT: G:\2995\2995.pro
----------------------------------------------------------------------------------
CLOS:iRE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearing and chord lengths as indicated herein.
Boundary Name: Tract A
Point Number Description
Sta
Northing
Easting Elevation
Bearinc Distance
--------------------------------------------------------------------------------
1033 talc
4-24-20
0+00.00
19358.81951
16785.94577
S89012151"E
183.25 '
1061
1+83.25
19356.30624
18969.17854
S27°52116"E
129.82 '
'_032 talc
4-24-20
3+13.07
19241.54518
19029.86733
N89013'46"W
194.23 '
--043 talc
4-28-20
5+07.30
19244.15724
18835.65489
N00052'45"W
20.01 '
1035 talc
4-24-20
5+27.31
19264.16499
18835.34787
N89013'46"W
47.97 '
1034 talc
4-24-20
5+75.28
19264.81001
18787.38220
N00052'45"rv'
94.02
1033 talc
4-24-20
6+69.30
19358.81994
18785.93958
--------------------------------
Closing latitude
Closing departure
Closing bearing
Closing distance
Total traverse length
Total error of closure
Error of closure in latitude
Error of closure in departure
Area
Area
----------------------------------
_-0.00057
_-0.00619
N84°43'05"E
3.00621
669.30 (669.30)
1/107708
1/1170001
1/108168
23281.560 SQ FT
0.534 ACRES
Centre Pointe Surveying
33701 9th Avenue South
Federal Way, WA 98003
233-661-1901
Thursday, June 12, 2008_1:24:56 AM
NEW PROJECT PROJECT: G:12995\2995.pro
CLOSURE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearing and chord lengths as indicated herein.
Boundary Name: Tract B
Point Number
Description
Sta
Bearing
Distance
------------------------------------------
1032
calc 4-24-20
0+00.00
N89013146"W
50.57 '
1037
calc 4-24-20
0+30.57
525014'10"E
78.16 "
1040
calc 4-24--20
1- 28.73
S15040120"E
78.20 `
1042
calc 4-24-20
2+06.93
S03030'36"E
70.19 '
9048
suffer line
2+77.12
S89013'42"E.
50.56 '
1063
3+27.68
N10053'33"W
168.06 '
1062
4+95.75
N27°52'16"W
57.72 '
1032
calc 4-24-20
5+53.46
Northing Easting Elevation
------------------------------------
19241.54506
19029.86960
19242.22514
18979.30418
19171.52485
19012.62765
19096.2321C
19033.75211
19026.17377
19038.04933
19025.49284
19088.60475
19190.32498
19056,84697
19241.54955
19029.86378
___---------------------------------------------------------
Clcsing latitude = 0.00449
Closing departure-0.00582
Closing bearing = S52022'47"E
Closing distance = C.00735
Total traverse length = 533.46 (553.46)
Total error of closure = 1/75309
Error of closure in latitude = 1/123372
Error of closure in departure = 1/95078
Area = 10198.275 SQ FT
Area = 0.234 ACRES
Centre Pointe Survey_ng
33701 9th Avenue South
Federal Way, WA 98003
253-661-1901
-hursday, June 12, 2008 11:24:57 AM
NEW PROJECT
PROJECT: 0:\2995\2995.pro
--------------------------------------------------------------------------------
1018
calc
4-28-20
2+30.66
19036.94100
18812.84615
S00052145"E
7.75 '
1019
calc
4-28-20
2+38.41
19029.19191
18812.96506
N89013146"W
120.00 '
1052
3+58.41
19030.80571
18692.97591
N00°52'45"W
35.30 '
1048
calc
4-11-20
3+93.71
19066.10155
18692.43428
H89,09'1511W
90.14 '
1010
calc
4-28-20
4+83.85
19067.4322E
18602.30410
--------------------------------------------------------------------------------
Closing latitude --0.00153
Closing departure = 0.01161
Closing bearing = N82028'15"W
Closing distance = 0.01171
Total traverse length = 478.55 (483.85)
Total error of closure = 1/40851
Error of closure in latitude = 1/311770
Error of closure in departure = 1/41206
Area = 5044.828-SQ FT
Area = 0.116 ACES
Centre Pointe Surveying
33701 9nh Avenue South
Federal inlay, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:56 AM
NEW PROJECT PROJECT: G:\299512995.pro
CLOSURE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearing and chord .lengths as indicated herein.
Boundary Name: Tract C
Point Number Description
Sta
Northing
?acting
Elevation
Bearing Distance
--------------------------------------------------------------------------------
1010 calc 4-28-20
0+00.00
19067.43374
18602.29249
Center Point:
1011
19059.65709
18620.17471
talc 4--28-
Radius:
19.50
'
Delta:
67020'21"
Right
Arc Length:
22.92
'
Chord Bearing:
N57°1043"E
Chord Length:
21.62
'
Middle Ordinate:
3.27
'
External:
3.93
'
Deg of Curvature:
293°49'28"
Arc Definition
Tangent:
12.99
'
Curve PI:
19019,34599
18607.47292
1012 talc 4-28-20
0+22.92
19079.15402
18620.46003
S89009'27"E 31.25
'
1013 talc 4-28-20
0+54.17
19078.69452
18651.70665
Center Point:
1003
18835,16082
18648.12979
talc 4-28-
Rad'us:
243.26
'
Delta:
13057'22"
Right
Arc Length:
59.25
'
Cord Bearing:
S82010'45"E
Chord Length:
59.11
Middle Ordinate:
1.80
'
External:
1.82
'
Deg of Curvature:
23°33'11"
Arc Definition
Tangent:
29.77
'
Curve PI:
19078.25755
18681.48080
1014 talc 4-28-20
1+13.42
19070.65108
18710.26683
Center Point:
100519330.97928
18779.04311
talc 4-28-
Radius:
269.26
'
Delta:
130S7'23"
Left
Arc Length:
63.59
'
Chord Bearing:
Y Y 10'45"E
Chord Length:
65.43
'
Middle Ordinate:
1.99
'
External:
2.01
'
Deg of Curvature:
21°16'44"
Arc Definition
Tangent:
32.96
'
Curve PI:
19062,23426
18742.13156
10i5 talc 4-28-20
1+79.01
19061.74164
18775.08823
S89009'27"E 13.13 '
1016 talc 4-28-20
1+92.14
19061.55458
18788.21681
Center Point:
1017
19036.55728
18781.84922
calc 4-28-
Radius:
25.00
'
Delta:
88016'42"
Right
Arc Length:
38.52
'
Chord Bearing:
S45001'06"E
Chord Length:
31.82
'
Middle Ordinate:
7.06
'
-External:
9.84
'
Deg of Curvature:
229°10'59"
Arc Definition
Tangent:
24.26
'
Curve P1:
19061.19988
18812.46587
Centre Pointe Surveying
33701 9th Avenue Sough
Federal Way, WA 98003
253-661-1901
Thursday, June 12, 2008 11:24:57 AM
NEW PROJECT PROJECT: GK29942995.pro
CLOSURE REPORT
Coordinate values shown are computed based on the rounded bearing and distance,
or chord bearing and chord lengths as indicated herein.
Boundary Name: Tract D
Point Number Description
Bearing Distance
-------------------------------
1020 talc 4-28-20
SB9009127"E 90.15 '
1049 talc 4-11-20
S00052145"E 20.04 '
9148
Center Point:
Radius.
Delta:
Arc length:
Chord Bearing•
Chord Length:
Middle Ordinate:
External:
Deg of Curvature:
Tangent:
Curve PI:
9147
N89009'27"w 31.89 '
1022 talc 4-28-20
Center Point:
Radius:
Delta:
Arc Length:
Chord Bearing:
Chord Length. -
Middle Ordinate:
External:
Deg of Curvature:
Tangent:
Curve PI:
1020 talc 4-28-20
Sta Northing Easting Elevation
------------------------------------------------
0+00.00 19117.42468 18601.51959
0+90.15 19116.09913 18691.65985
1+10.19 19096.06149
1003 18835.46233
264.26 '
8042'20" Left
40.15 '
N84 ° 48' 17%]
40.11 '
0.76 '
0.76 '
21°40'53" Arc Definition
20.11 '
18691.96734
18648.13327 talc 4-28-
19C99.39732 18672.13061
1+50.34 19099"69347 18652.02211
1+82.23 19100.16238
1021 19119.13032
18.97 '
83°59'29" Right
27.81 '
N47'09'42"W
25.39
4.87
6.56 '
301°59'00" Arc Definition
17.08 '
18620.13356
18620.41449 talc 4-28-
19100.41314 18603.05760
2,10.04 19117.42585 18601.51771
-------------------------------------------------
Closing
latitude
= Q.CQ117
Closing
departure
=-0.00109
Closing
bearing
= S58°16'21"F
Closing
distance
= 0.00222
Total traverse
length
= 207.50 (210.04)
Total error
of closure
= 1/93532
Error of
closure in latitude
= 1/177867
Error of
closure in departure
= 1/109963
Area = 1500.651 SQ F_
Area = 0.034 ACRES
Fri
The Riley Group Inc,
DEVELOPMENT PLANNING
CITY OF RENTON
JUN 17 2008
RECEIVED
GEOTECHNICAL ENGINEERING REPORT
Smith Short Plat
Ilwaco Place NE
Renton, WA 98059
Project No. 2007-357
Prepared By. -
The Riley Group, Inc.
17522 Bothell Way NE
Bothell, WA 98011
Prepared for
Mr. John Smith
Pacific Rim Construction
P.O. Box 2670
Renton, WA 98056
January 11, 2008
Serving the Pacific Northwest
Main Office: 17522 Bothell Way NE, Bothell, WA 98011
Tel (425) 415-0551 • Fax (425) 415-0311
THE RILEY GROUP, INC.
Geotechnical Environmental Wetland Services
17522 Bothell Way NE, Suite A
Bothell, Washington 98011
Phone: (425) 415-0551
Pax: (425) 415-0311
To: John Smith @ Pacific Rim Construction From: Ricky Wang
Email: jsmith@pacrimine.com Pages: 1
Phone, 206-730-8989 Date: 4/1/2008
Re: Onsite Infiltration
Smith Short Plat CC: Rebecca@cphconsultants,com
Renton, Washington
Project # 2007-357
D Urgent Q For Review ❑ Please Comment 0 Please Reply ❑ Please Recycle
Deal -John;
As requested, The Riley Group, Inc. (Riley) has evaluated the native soil condition for
potential infiltration system design.
Our field exploration indicates that the site is generally underlain by 3 feet of loose to medium
dense silty SAND with trace gravel and roots overlying medium dense to dense silty SAND
with some gravel (glacial till). Glacial till is generally considered impermeable for groundwater.
The native soil is not suitable for onsite infiltration, Therefore, Riley does not recommend that
infiltration system be used for this project.
believe that the information will meet your current need. If you have any question, please
call me at (425) 415-0551, _ < �; _-,
Sincerely,
Ricky Wang, Ph.D., P.E.
Principal Engineer
Cc:
35013
10NAL
EVIBES: Oct. 8,
W,
The Riley Group Inc.
January 11, 2008
Mr. John Smith
Pacific Rim Construction
P.O. Box 2670
Renton, WA 98056
Subject: Geotechnical Engineering Report
Smith Short Plat
Ilwaco Place NE
Renton, WA 98059
Project No. 2007-357
Dear Mr. Smith:
As requested, The Riley Group, Inc. (Riley) has performed a geotechnical engineering study for the
above referenced subject site. Riley understands that the client is planning to short plat a 1.85-acre
property into 5 single-family residential lots with driveway and utilities. The attached report
presents our findings and recommendations for the geotechnical aspects anticipated for the project
design and construction.
Our field exploration indicates that the site is generally underlain by 3 feet of loose to medium
dense silty SAND with trace gravel and roots overlying medium dense to dense silty SAND with
some gravel. Groundwater seepage was not encountered in the test pits during the field exploration.
Based on the soil conditions observed, we recommend supporting the proposed residential building
on conventional spread footing foundations bearing on the medium dense to dense native soil or
structural fill. Slab -on -grade and pavements can be similarly supported.
We trust the information presented is sufficient for your current needs. If you have any questions or
require additional information, please call.
Sincerely yours,
THE. RILEY GROUP, INC.
0�/it/
Chien -Lin (Johnny) Chen, P.E.
Proj ect Engineer
JCIRW
i
Ricky R. Wang, Ph.D., P.E.
Principal Engineer
Serving the Pacific Northwest
Main Office: 17522 Bothell Way NE, Bothell, WA 98011
Tel (425) 415-0551 • Fax (425) 415-0311
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION.......................................................................................................1
2.0 SCOPE OF WORK.....................................................................................................................I
3.0 SITE CONDITIONS....................................................................................................................2
3.1
SURFACE................................................................................... .............2
3.2
SOILS...............................................................................................................................................2
3.3
GROUNDWATER................................................................................................................................2
3.4
GEOL:OGIc; HAZARDS............................................................................................ ....2
4.0
DISCUSSION AND RECOMMENDATIONS..................................................................3
4.1
GENTERAL............................................................................................................................................3
4.2
SITE PREPARATION AND GRADING..............................................................................................3
4.3
EXCAVATIONS AND FILL SLOPES.................................................................................................4
4.4
FOUNDATIONS...................................................................................................................................5
4.5
RETAINING WALLS ................................................ ..................5
4.6
SLAB -ON -GRADE CONSTRUCTION...............................................................................................6
4.7
DRAINAGE ..........................................................................................................................................7
4.8
UTILITIES................................................................................................................. .........7
4.9
PAVEMENTS..................................................................................................................._._._._.7
5.0 ADDITIONAL SERVICES.......................................................................................................8
6.0 LIMITATIONS..............................................................................................................................8
LIST OF FIGtiRE,S
FigureI......................................................................................................... ._......... Site Vicinity Map
Figure 2..............................................................................................Geotechnical Exploration Plan
Figure3...................................................................................................... General Slope Fill Detail
Figure 4............................................................................................ Retaining Wall Drainage Detail
Figure 5.............................................................................................. Typical Rockery Section Detail
Figure 6.................................................................................................Typical Footing Drain Detail
APPENDICES
Appendix A....................................................................... Field Exploration and Laboratory Testing
The Riley Group, Inc.
Geotechnical Engineerin Tort January 11, 2008
Smith Short Plat, Renton, WA 1 Project No. 2007-357
1.0 PROJECT DESCRIPTION
The property is located to the east of Ilwaco Place NE in Renton, Washington. The
approximate location of the site is shown on the Site Vicinity Map, Figure 1. The site is
currently an undeveloped land and covered by grass, bushes, and trees.
Riley understands that the client is planning to develop the existing property into 5 single-
family residential lots with associated driveway and utilities. Our understanding of the
project is based on a site plan prepared by Core Design; Inc. dated October 22, 2007. At
the time of preparing this report, detailed site grading and building plans were not available
for us to review. Based on our conversation with the client, we understand that the single-
family residences will be two-story, wood -framed structure with or without basement. Site
grading up to 10 feet of fill will be needed to reach the final grade. Riley expects that the
proposed residences will be supported on perimeter walls with a bearing load between 2 to
3 kips per linear foot and a series of interior columns with a maximum load up to 75 kips
per column.
The recommendations in the following sections of this report are based upon our current
understanding of the proposed site development. If actual features vary or changes are
made, we should review them in order to modify our recommendations as required. In
addition, Riley requests to review the site grading plan; final design drawings and
specifications when available to verify that our project understanding is correct and that
our recommendations have been properly interpreted and incorporated into the project
design and construction.
2.0 SCOPE OF WORK
On December 14, 2007, Riley excavated a total of six test pits (TP-1 through TP-6) to a
maximum depth of 6.0 feet below ground surface (bgs). Test pits were excavated using a
rubber -tired backhoe. Test pits were excavated in the proposed residential lots.
Approximate test pit locations are shown on Figure 2.
Using the information obtained from our subsurface exploration and laboratory testing, we
performed analyses to develop geotechnical recommendations for project design and
construction on the following:
➢
Soil and groundwater conditions
➢
Retaining walls
➢
Geologic hazards
➢
Slab -on -grade
➢
Site preparation and grading
➢
Drainage
➢
Excavations and slopes
➢
Utilities
➢
Foundations
➢
Pavements
The Riley Group, Inc.
Geotechnical Engineerin, ?ort January 11, 2008
Smith ,short Plat, Renton, PYA 2 Project No. 2007-357
3.0 SITE CONDITIONS
3.1 Surface
The subject site is a trapezoid -shaped parcel of land approximately 1.85 acre in size. The
site is bound to the north, west, and south by single-family residences, and to the east by an
east -facing slope and a stream.
The existing site is vegetated and covered with grass, bushes, and trees. The site slopes
down to the east with a slope gradient of approximately 10%. The eastern portion of the
site is an east -facing slope with an elevation difference of approximately 20 feet (slope
gradient of 15%). A stream is along the east property line at the bottom of the slope.
3.2 Soils
The soils encountered in the test pits are relatively consistent across the site. Typical soil
profile includes 3 feet of loose to medium dense silty SAND with trace gravel and roots
overlying medium dense to dense silty SAND with some gravel.
Riley reviewed the Geologic Map of Surftcial Deposits in Seattle 30' by 60' Quadrangle,
Washington (James C. Yount, etc.; 1993). The review indicates that the soil in the project
vicinity is mapped as Vashon advanced outwash deposits (Map Unit Qva), which consist
of slightly oxidized, light red -brown gravel and sand and light brown to gray silt and clay,
moderately- to well -sorted, well -stratified. These descriptions are generally similar to the
findings in our field exploration.
More detailed descriptions of the subsurface conditions encountered are presented in the
Test Pit Logs included as Figures A-2 through A-4 in Appendix A.
3.3 Groundwater
Groundwater seepage was not encountered during field exploration to a maximum depth of
6.0 feet bgs. The groundwater level appears to be deeper than the test pit termination depth.
Fluctuations in groundwater level should be expected on a seasonal and annual basis. The
level will be highest during the extended periods of heavy seepage in the wet winter
months. Given the time that the field exploration was performed, Riley believes that the
groundwater should be below the season -high level.
3.4 Geologic Hazards
Slope Stability
Riley reviewed the Sensitive Areas Map Folio, King County; Washington, (Map 4) dated
March 2001. The review indicates that the site is not mapped as a landslide hazard area.
Riley performed a site reconnaissance and evaluated the slope stability condition on
December 14, 2007. During our field observations, we did not find any obvious features
suggesting past or recent deep-seated landslides in this area. The site is covered with
The Riley Group, Inc.
Geotechnical Engineerin port January 11, 2008
Smith Short Plat, Renton, WA 3 Project No. 2007-357
intermittent heavy vegetation and the potential of soil erosion is low. The site and the
adjacent slopes appeared to be in generally stable condition. In our opinion, the proposed
development will not impact slope stability of the existing steep slope if the construction is
in accordance with project design and recommendations. Riley recommends that a building
setback of 15 feet from the top of slope be used.
Seismic Considerations
Based on the 2003 International Building Code (IBC), the site soil is Class D (Table
1615.1.1). The earthquake spectral response acceleration at short periods (SS) is 131% g
and at 1-second period (Sl) is 46% g.
Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength
due to an increase in water pressure induced by vibrations from a seismic event.
Liquefaction mainly affects geologically recent deposits of fine-grained sands that are
below the groundwater table. Soils of this nature derive their strength from intergranular
friction. The generated water pressure or pore pressure essentially separates the soil gains
and eliminates this intergranular friction, thus reducing or eliminating the soil's strength.
We reviewed the results of the field and laboratory testing and assessed the potential for
liquefaction of the site's soil during an earthquake. Since the native soil is relatively dense
silty sand with gravel, Riley considers that the possibility of liquefaction during an
earthquake is minimal.
4.0 DISCUSSION AND RECOMMENDATIONS
4.1. General
Based on our study, the site is suitable for the proposed construction from a geotechnical
standpoint. foundations for the proposed residential buildings can be supported on
conventional spread footings bearing on medium dense to dense native soil or structural
fill. Slab -on -grade and pavements can be similarly supported. Riley expects that up to 10
feet of fill will be placed to establish the proposed final grade elevation.
Detailed recommendations regarding the above issues and other geotechnical design
considerations are provided in the following sections. These recommendations should be
incorporated into the final design drawings and construction specifications.
4.2 Site Preparation and Grading
To prepare the site for construction, all vegetation including grass, bushes and trees within
the perimeter of the proposed development area should be removed. Stripping up to 12
inches should be performed to remove the organic topsoil. Once clearing, grubbing, and
other preparing operations are complete, cuts and fills can be made to establish desired
building grades.
The Riley Group, Inc.
Geotechnical Engineerin, ort January 11, 2008
Smith Short Plat, Renton, WA 4 Project No. 2007-357
The on -site excavated soils without organic materials can be suitable for use as structural
fill. However, the native soil contains some fines and is moisture sensitive. If the
construction occurs in wet weather, the native soil would be difficult to be compacted. If
the construction occurs in wet weather or the site grading requires additional structural fill
material, Riley recommends use imported structural fill for site grading. The imported
material should meet the grading requirements listed in the table below:
L.S. Sieve Size
_T
Percent Passing
3 inches
100 percent
No. 4 sieve
0 - 75 percent
No. 200 sieve
0 - 5 percent
*Based on minus 3/4 inch fraction.
Prior to use, a geotechnical engineer should examine and test all materials imported to the
site for use as structural fill. Structural fill materials should be placed in uniform loose
layers not exceeding 12 inches and compacted to a minimum of 95 percent of the soil's
maximum density, as determined by ASTM Test Designation D-1557 (Modified Proctor).
The moisture content of the soil at the time of compaction should be within about two
percent of its optimum, as determined by this ASTM method.
4.3 Excavations and Fill Slopes
Excavations at the site with confined spaces, such as basements, footings, utility trenches,
etc., must be completed in accordance with local, state, or federal requirements. Based on
Occupational Safety and Health Administration (OSHA) regulations, the upper loose to
medium dense soil classifies as a Group C soil and the native dense soil would be
classified as Group B soil.
Accordingly, for excavations more than four feet but less than 20 feet in depth, the
temporary side slopes should be laid back with a minimum slope inclination of 1 % :1
(Horizontal: Vertical) in the loose to medium dense soil and 1: 1 (H: V) in the native dense
soil. If there is insufficient room to complete the excavations in this manner, or
excavations greater than 20 feet in depth are planned, using temporary shoring to support
the excavations should be considered.
The permanent cut and fill slopes should be graded with a finished inclination no greater
than 2:1. (Horizontal:Verti.cal). Upon completion of construction; the slope face should be
trackwalked, compacted and vegetated, or provided with other physical means to guard
against erosion. Final grades at the top of the existing slope must promote surface drainage
away from the existing slope crest. Water must not be allowed to flow in an uncontrolled
fashion over the slope face. If it is necessary to direct surface runoff towards the slope, it
The Riley Group, Inc.
Geotechnical Engineerin Tort January 11, 2008
Smith Short Plat, Renton, WA 5 Project No. 2007-357
should be controlled at the top of the slope, piped in a closed conduit installed on the slope
face, and taken to an appropriate point of discharge beyond the toe.
All fill placed for slope construction should meet the structural fill requirements as
described in the Site Preparation and Grading section of this report. In addition, if new fills
are placed over existing slopes of 20 percent or greater, the structural fill should be keyed
and benched into competent native slope soils. A typical slope key and bench
configuration is shown on the general slope fill detail on Figure 3.
4.4 Foundations
Following the preparation and grading, Riley recommends that the proposed residential
building can be supported on conventional spread footing foundations bearing on medium
dense to dense native soil or structural fill. Perimeter foundations exposed to the weather
should be at a minimum depth of 18 inches below final exterior grades. Interior
foundations can be constructed on any convenient depth below the floor slab.
We recommend designing foundations for a net allowable bearing capacity of 2,500
pounds per square foot (psf) for native soil and structural fill. For short-term loads, such as
wind and seismic, a 1/3 increase in this allowable capacity can be used.
For designing foundations to resist lateral loads, a base friction coefficient of 0.25 can be
used. Passive earth pressures acting on the side of the footing and buried portion of the
foundation stem wall can also be considered for resisting lateral loads. We recommend
calculating this lateral resistance using an equivalent fluid weight of 250 pounds per cubic
foot (pcf). At perimeter locations, we recommend not including the upper 12 inches of soil
in this computation because they can be affected by weather or disturbed by future grading
activity. This value assumes the foundation will be constructed neat against competent fill
soil or backfilled with structural fill as described in the Site Preparation and Grading
section. The recommended friction and passive resistance values include a safety factor of
1.5.
With spread footing foundations as recommended in this section, you should expect
maximum total and differential post -construction settlements of one inch and % inch,
respectively.
4.5 Retaining -Walls
At the time of preparing this report, Riley was not aware of any retaining walls. However,
based on the site topography, Riley expects that retaining walls will be needed in some
areas. Riley recommends cast -in -place concrete walls for building basement walls and
rockeries for non -building walls for protecting the slopes and retaining fills. The retaining
walls should be designed and constructed following the recommendations in this section.
The Riley Group, Inc.
Geotechnical Engineerin Sort January 11, 2008
Smith Short Plat, Renton, ro 4 6 Project No. 2007-357
Concrete Walls
The basement walls should be designed and constructed as retaining walls. The magnitude
of earth pressure development on retaining walls will partly depend on the duality of the
wall backfill. We recommend placing and compacting wall backfill as structural fill. Wall
drainage will be needed behind the wall face. A typical retaining wall drainage detail is
shown in Figure 4.
With wall backfill placed and compacted as recommended, and drainage properly installed,
we recommend designing unrestrained walls for an active earth pressure imposed by an
equivalent fluid weighing 35 pcf. For restrained walls, an earth pressure imposed by an
equivalent fluid weighing 55 pcf should be used for design. For seismic design, an addition
uniform load of 5 to 7 H (H is wall height) should be applied to the wall surface. These
values assume a horizontal backfill condition and that no other surcharge loading, such as
traffic loading, sloping embankments, or adjacent buildings, will act on the wall. If such
conditions will exist, then the imposed loading must be included in the wall design.
Friction at the base of foundations and passive earth pressure will provide resistance to
these lateral loads. Values for these parameters are provided in the Foundations section of
this report.
Rockeries
Rockeries are not intended to function as engineered structures to resist lateral earth
pressures like retaining walls. The primary function of rockeries is to cover exposed
excavated surface and thereby retard the erosion process. Individual rockery heights should
be limited to S feet against cut in dense native soil. The cut slope above the rockery should
be graded with a maximum gradient of 2:1 (Horizontal: Vertical). A rockery detail is
shown on the attached Figure 5.
The rockery should be constructed by an experienced rockery contractor following
guidelines as published by Associated Rockery Contractors (ARC). Rockery backfill
should be compacted as structural fill as recommended in the Site Preparation and Grading
section. Riley recommends that a geotechnical engineer be present on the site to monitor
site work.
4.6 Slab -on -Grade Construction
With site preparation completed as described in the Site Preparation and Grading section,
suitable support for slab -on -grade construction should be provided. Riley recommends that
the concrete slab be set on top of firm native soil or on structural fill. Immediately below
the floor slab, we recommend placing a four -inch thick capillary break layer of clean, free -
draining sand or gravel that has less than five percent passing the No. 200 sieve. This
material will reduce the potential for upward capillary movement of water through the
underlying soil and subsequent wetting of the floor slab.
The Riley Group, Inc.
Geotechnical Engineerh port January 11, 2008
Smith Short Plat, .Renton, ..A 7 Project No. 2 00 7-35 7
Typically, an eight to ten -mil thick plastic membrane is placed on a four -inch thick layer of
clean gravel to avoid moisture by vapor transmission. The membrane should be covered
with one to two inches of clean, moist sand to guard against damage during construction
and to aid in curing of the concrete.
For the anticipated floor slab loading, we estimate past -construction floor settlements of 1/4
to 1/2 inch.
4.7 Drainage
Surface
Final exterior grades should promote free and positive drainage away from the building
area. Water must not be allowed to pond or collect adjacent to foundations or within the
immediate building area. For non -pavement locations, we recommend providing a
minimum drainage gradient of three percent for a minimum distance of ten feet from the
building perimeter. In paved locations, a minimum gradient of one percent should be
provided unless provisions are included for collection and disposal of surface water
adjacent to the structure.
Subsurface
We recommend installing perimeter foundation drains. A typical recommended drain detail
is shown on Figure 6. The foundation drains and roof downspouts should be tightlined
separately to an approved discharge facility. Subsurface drains must be laid with a gradient
sufficient to promote positive flow to a controlled point of approved discharge.
4.8 Utilities
Utility pipes should be bedded and baekfilled in accordance with American Public Works
Association (APWA) specifications. For site utilities located within the City of Renton
right-of-ways, bedding and backfill should be completed in accordance with City of
Renton specifications. At a minimum, trench backfill should be placed and compacted as
structural fill, as described in the Site Preparation and Grading section. Where utilities
occur below unimproved areas, the degree of compaction can be reduced to a minimum of
90 percent of the soil's maximum density as determined by the referenced ASTM standard.
As noted, soils excavated on -site without organics can be suitable for use as backfill if
soil's moisture can be properly controlled. The backfill material should satisfy the
structural fill requirements listed in the Site Preparation and Grading section.
4.9 Pavements
Pavement subgrades should be prepared as described in the Site Preparation and Grading
section of this report. Regardless of the relative compaction achieved, the subgrade must
be firm and relatively unyielding before paving. This condition should be verified by
proof -rolling with construction equipment or hand probe by inspector.
The Riley Group, Inc,
Geotechnical Engineerin port January 11, 2008
Smith Short Plat, Renton, rvA 8 Project No. 2007-357
The required pavement thickness is not only dependent upon the supporting capability of
the subgrade soils, but also on the traffic loading conditions which will be applied. For
driveway and parking lot with typical passenger vehicle traffic, two inches of asphalt
concrete (AC) over four inches of crushed rock base (CRB) can be used. For streets and
heavy traffic area, three inches of AC over six inches of CRB should be used. The paving
materials used should conform to the Washington State Department of Transportation
(WSDOT) specifications for Class B asphalt concrete, and CRB surfacing.
Long-term pavement performance will depend on surface drainage. A poorly drained
pavement section will be subject to premature failure as a result of surface water
infiltrating into the subgrade soils and reducing their supporting capability. For optimum
pavement performance, surface drainage gradients of no less than two percent are
recommended. Also, some degree of longitudinal and transverse cracking of the pavement
surface should be expected over time. Regular maintenance should be planned to seal
cracks when they occur.
5.0 ADDITIONAL SERVICES
Riley is available to provide further geotechnical consultation as the project design
develops. We should review the final design and specifications in order to verify that
earthwork and foundation recommendations have been properly- interpreted and
incorporated into project design and construction.
Riley is also available to provide geotechnical engineering and monitoring services during
construction. The integrity of the earthwork and construction depends on proper site
preparation and procedures. In addition, engineering decisions may arise in the field in the
event that variations in subsurface conditions become apparent. Construction monitoring
services are not part of this scope of work. If these services are desired, please let us know
and we will prepare a cost proposal.
6.0 LIMITATIONS
This report is the property of The Riley Group, Inc. and Pacific Rim Construction, and was
prepared in accordance with generally accepted geotechnical engineering practices. This
report is intended for specific application to the Smith Short Plat at Ilwaco Place NE in
Renton, Washington and for the exclusive use of Mr. John Smith and his authorized
representatives. No other warranty, expressed or implied, is made.
The analyses and recommendations presented in this report are based upon data obtained
from the test pits excavated on -site. Variations in soil conditions can occur, the nature and
extent of which may not become evident until construction. If variations appear evident,
The Riley Group, Inc. should be requested to reevaluate the recommendations in this report
prior to proceeding with construction.
The Riley Group, Inc.
The Riley Group, Ina Smith Short Plat
-T
I7522 BOTHELL WAY NE Site Vicinity Map Figure 1
BOTHELL, WASHINGTON 98011
Site Address: Ilwaco Place NE, Renton, Washington
IC
_i T.
N ?jS I g?
1 - — TP-2 �—r -- T4— ---
1
TP-1 r
Reference:
Figure modified from site plan prepared by Care Design, Inc.
dated October 22, 2007.
Geotechnical test pit location excavated by The Riley
TP-1 Group, Inc. on December 14, 2007.
AwlThe Riley Group, Inc.
17522 BOTHELL WAY NE
BOTHELL, WASHINGTON 98011
TP-5
u.:1Q59111:
TP-6
1V
DRAWING NOT TO SCALE
Smith ,Short Plat
-----FGeoteehnical Exploration Plan Figure 2
Site Address: Ilwaco Place NE, Renton, Washington
SLOPE TO DRAIN
NEW STRUCTURAL FILL
KEY CUT AND TOE DRAIN —
4" DIAMETER PERFORATED PIPE ENVELOPED
IN 1 cu.ft, 3/4" DRAINAGE GRAVEL
NOT TO SCALE
NOTES
I. SLOPE SHOULD BE STRIPPED OF TOPSOIL AND UNSUITABLE SOILS PRIOR TO PLACING ANY FILL.
2. "BENCHES" SHOULD BE A MINIMUM OF 6 FEET WIDE.
3. "KEY" SHOULD BE MINIMUM 2 FEET DEEP AND 6 FEET WIDE, EXTENDING THE FULL LENGTH OF
THE SLOPE FACE.
4. FINAL SLOPE FACE SHOULD BE DENSIFIED BY COMPACTION.
S. PLANT OR HYDROSEED SLOPE FACE TO REDUCE EROSION POTENTIAL.
6. ALL STRUCTURAL FILL SHOULD BE COMPACTED TO 95% OF SOILS MAXIMUM DRY DENSITY PER
ASTM D--1557 (MODIFIED PROCTOR).
wl
The Miley Group, Inc.
17522 BOTHELL WAY NE
BOTHELL, WASHINGTON 98011
Smith Short Plat
General Slope Fill Detail I Figure 3
Site Address: Ilwaco Place NE, Renton, Washington
12" MINIMUM WIDE
FREE —DRAINING GRAVEL
0
p° °
12" MIN.
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a°
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- (SEE REPORT FOR
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- BACKFILL (NATIVE OR
- IMPORT)
♦ i; i;. i; . ' 12 OVER THE PIPE
DIAMETER PVC
3" BELOW THE PIPE
4
PERFORATED PIPE
NOT TO SCALE
FriThe Riley Group, Inc. Smith Short Plat
17522 BOTHELL WAX NE Retaining Wall Drainage Detail Figure 4
BOTHELL, WASHINGTON 98011
Site Address: Iiwaco Place NE, Renton, Washington
11
Slope 2:1(H.V) rn
Swole for surface dreinoge control
H=8' 6 !
�• 18 In. min'
I
Firm undisturbed
soil to be verified _ _ 12 in.
by Geatechnieol Enginee' Keyway—^
Keyway should be sloped
down towards the face
being protected
ox,
2
1
Reinforcement (Mirofi 7XT)
r L > 2/3 of rockery height
1.5' . .
3' (min-) 1.5'
0.5' (typ )
1.5'
"—Crushed rock filter
material, between 2 1 ,
and 4 inch size with
less than 2% fines-
0.5'
3 in. rain. gravel bedding
4 in- minimum diameter
drain pipe surrounded by
clean washed 3/4" drain
gravel
NOT TO SCALE
r� The Miley Group, Inc.
17522 BOTHELL WAY NE
BO`I'HELL, WASHINGTON 98011
Smith Short Plat
Typical Rockery Section Detail Figure 5
Site Address: I1waco Place NE, Renton, Washington
BUILDING SLAB
-a a
8 '
COMPACTED
\
q
'STRUCTUR.AL
'\
\
e
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: A`
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NOT TO SCALE
The Riley Group, Inc.
17522 BOTHELL WAY NF,
BOTHELL, WASHINGTON 98011
Smith Short Plat
Typical Footing Drain Detail Figure 6
Site Address: Ilwaco Place NE, Renton, Washington
Geotechnical Engineeri7 port
Smith Short Plat, Renton, rr'4
January 11, 2008
Project No. 2007-357
APPENDIX A
FIELD EXPLORATION AND LABORATORY TESTING
Smith Short Plat
Ilwaco Place NE
Renton, WA 98059
On December 14, 2007 we performed our field exploration using a rubber -tired backhoe.
We explored subsurface soil conditions at the site by excavating six test pits to a maximum
depth of 6.0 feet below existing grade. The test pit locations are shown on Figure 2. The
test pit locations were approximately determined by measurements from existing building
and property boundaries. The Test Pit Logs are presented on Figures A-2 through A-4.
A geologist/engineer from our office conducted the field exploration and classified the soil
conditions encountered, maintained a log of each test pit, obtained representative soil
samples, and observed pertinent site features. All soil samples were visually classified in
accordance with the Unified Soil Classification System (USCS) described on Figure A-1.
Representative soil samples obtained from the test pits were placed in closed containers
and taken to our laboratory for further examination and testing. The moisture content of
typical sample was measured and is reported on the Test Pit Logs.
The Riley Group, Inc.
MAJOR DIVISIONS
LETTER
TYPICAL DESCRIPTION
SYMBOL
GLEAN
GW
Well -graded graves, gravel -sand mixtures,- l e
M
GRAVELS
GRAVELS
or no fines.
GP
Poorly -graded gravels, gravel -sand mixtures,
More than 50%
<5% fines
WO
0
little or no fines.
Z
L_
—
of coarse
GM
Silty gravels, gravel -sand -silt mixtures,
d
v
fraction is larger
GRAVELS
non- lasticfines.
GC
Clayey gravels, gravel -sand -clay mixtures,
0Y U
than No. 4 sieve
with fines
(a
—
plastic fines.
W
O
E
cD
SANDS
CLEAN
Sw
Well -graded sands, gravelly sands, little or no
C)
U)
o
0
Lo
Z
More than 50%
SANDS
fines.
SP
Poorly -graded sands or gravelly sands, little or
of coarse
`5°�° fines
no fines.
Q�
U
fraction is
SANDS
SM
Silty sands, sand -silt mixtures, non -plastic fines.
o
smaller than No.
4 sieve
with fines
SC
Clayey sands, sand -clay mixtures, plastic fines.
M L
norganic silts, rock flour, clayey silts with slignt
❑
•°'
SILTS AND CLAYS
plasticity.
CL
Inorganic clays o is ow to medium pas y, can
W Q) En
�6
Liquid limits
Z
o
clay).
OL
Organic silts and organic clays of low plasticity.
Q o
less than 50%
cl�
—
CD
z
CD
O
r_
M
MH
Inorganic silts, elastic.
WCO
SILTS AND CLAYS
L
Liquid limits greater
CH
Inorganic clays of high plasticity, (fat clays).
_z
E
than 50%
OI`i
Organic clays of high plasticity.
HIGHLY ORGANIC SOILS
PT
Peat.
DEFINITION OF TERMS AND SYMBOLS
O
W
Ve� nsity looseery
SPT (Bllows/Foot)
0-4
2" Outside diameter split spoon
sampler
❑
C)
>
Q
Loose
Medium dense
4_10
10-30
2.4" Inside diameter ring sampler or
Q
0Y
Dense
30-50
Shelby tube
to
LO
Very dense
>50
T Water level (date)
Consistency
SPT (Blows/Foot)
Tr
Torvane reading, tsf
L
Very soft
0-2
pp
Penetrometer reading, tsf
o
}
Soft
2-4
DID
Dry density, pcf
J
Medium stiff
4-8
LL
Liquid limit, percent
U
Stiff
8-15
pI
Plasticity index
Very stiff
15-30
N
Standard penetration, blows per foot
Hard
>30
ArlThe Riley Group, Inc.
17522 BOTHELL WAYNE
BOTHELL, WASHTNGTON 98011
Smith Short Plat
Unified Soil Classification System � Figure A-1
Site Address: Tlwaco Place NE, Renton, Washington
Logged By: PL
Date: 12/14/07
Test Pit No. Depth (ft) Soil Description
Sample
TP-1 Surface
Forest Duff
Depth (moisture)
0 - 0.6
Dark brown silty SAND with little gravel and
roots, damp, loose, (SM).
0.6 - 3.0
Brown silty SAND with little gravel and roots,
damp to moist, loose to medium
dense, (SM).
3.0 - 6.0
Weathered gray silty SAND with some
4 ft (13.8%)
gravel, damp, medium dense to dense, (SM).
6 ft (13.2%)
Terminated at 6 feet.
No groundwater seepage encountered.
TP-2 Surface
Forest Duff
0 - 1,0
Dark brown silty SAND with some gravel,
and roots, damp, loose, (SM).
1.0 - 3.0
Brown silty SAND with little gravel and roots,
2.5 ft (26.3%)
damp to moist, loose to medium
dense, (SM).
3.0 - 5.0
Weathered gray silty SAND with some
5 ft (13.8%)
gravel, damp, medium dense to dense, (SM),
Terminated at 5 feet.
No groundwater seepage encountered.
�— The Riley Group, Inc.
17522 BOTHELL WAY NE
BOTHELL, WASHINGTON 98011
Smith Short Plat
Test Pit Logs I Figure A-2
,Site Address: Ilwaco Place NE, Renton, Washington
Logged By: PL
Date: 12/14/07
Test Pit No. Depth (ft)
Soil Description
Sample
TP-3 Surface
Forest Duff
Depth (moisture)
0 - 0.6
Dark brown silty SAND with little gravel and
roots, damp, loose, (SM).
0.6 - 3.0
Brown silty SAND with little gravel and roots,
damp to moist, loose to medium dense, (SM).
3.0 - 5.0
Weathered brownish gray silty SAND with
5 ft (8.8%)
gravel, damp, medium dense to dense, (SM).
Terminated at 5 feet.
No groundwater seepage encountered.
TP-4 Surface
Forest Duff
0 - 1.0
Dark brown silty SAND with some gravel,
and roots, damp, loose, (SM).
1.0 - 3.5
Brown silty SAND with little gravel and roots,
damp to moist, loose to medium dense, (SM).
3.5 - 5.0
Weathered brownish gray silty SAND with
5 ft (9.4%)
gravel, damp, medium dense to dense, (SM).
Terminated at 5 feet.
No groundwater seepage encountered.
The Riley Group, Inc. ,Smith Short Plat
17522 BOTHELL WAYNE Test Pit Logs igure A-3
BOTHELL, WASHINGTON 98011 Site Address: Ilwaco Place NE, Renton, Washington
Logged By: PL
Date: 12114/07
Test Pit No. Depth (ft)
Soil Description
Sample
TP-5 Surface
Forest Duff
Depth (moisture)
0 - 0.6
Dark brown silty SAND with little gravel and
roots, damp, loose, (SM).
0.6 - 3.0
Brown silty SAND with little gravel and roots,
damp to moist, loose to medium dense, (SM).
3.0 - 5.0
Weathered brownish gray silty SAND with
5 ft (7.4%)
gravel, damp, medium dense to dense, (SM).
Terminated at 5 feet.
No groundwater seepage encountered.
TP-6 Surface
Forest Duff
0 - 0.6
Dark brown silty SAND with little gravel and
roots, damp, loose, (SM).
0.6 - 3.0
Brown silty SAND with little gravel and roots,
damp to moist, loose to medium dense, (SM).
3.0 - 5.0
Weathered brownish gray silty SAND with
4 ft (14.7%)
gravel, damp, medium dense to dense, (SM).
Terminated at 5 feet.
No groundwater seepage encountered.
TI
The RGILy' Group, Inc.
17522 BOTHELL WAY NE
BOTHELL, WASHINGTON 98011
Smith Short Plat
Test Pit Lags I Figure A-4 1
Site Address: Ilwaco Place NE, Renton, Washington
Printed: 06-17-2008
CITY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Land Use Actions
RECEIPT
Permit#: LUA08-060
Payment Made: 06/17/2008 09:35 AM
Total Payment: 1,725.00
Current Payment Made to the Following Items:
DEVELOPMENT PLANNING
G1TY OF i tE.NTON
JUN 17 2008
RECEIVED
Receipt Number: R0803172
Payee: PACIFIC RIM CONSTRUCTION INC
Trans
Account
Code
Description
A=mounr-
5308
Binding- Site/Short Flat
1,COG.O._)
5010
00G. 345.81.OG.
CGO?
EE irc;n_nentai Revie,�,!
500.00
501b
00G.315.C1.OG.0012
iot Dine Adjusi_ment
225.00
Payments made for this receipt
trans Method Description Amou_s-"
------------------------------------------------------------
payment_ Check 015063 1, M.00
Account Balances
'Iran=
Account Cote
Description_
Balance Dun-,
------
3021
---------------------
)3.0')0.i_i).3] rl5
-----------------___-----------
Park Mitigation Fee
---------------
.00
5006
000.344.8:..00.0002
Annexation Fees
.00
5007
000.345.81.00.0003
Appeals/Walvers
UD
5008
000.345.81.00.0004
Binding Si-e/Short Plat
.OD
5009
000.345.8i.00.0006
Condi7ional Use fees
.0._)
5C10
0CG.345.81.CG.0007
EnvironmenLal Rev_ew
.00
5G11
OCu.34_;.81.i=u.L'008
?rel_m/Tent.aQve Flat
00
0:2
W .345.81"00.0009
Fina. Plat
.00
5GI3
000.345.81.00.0010
PUD
.00
50_4
000.345.81.00.0011
Grading & Filling Fees
.00
5015
030.345.81.00.0012
lot 1-inc Adjustment
00
5316
000.345.81.00.0013
Mobile dome ;-arks
00
5011
000.345.81.00.0014
Rezone
00
5018
Rou_.ine Vegeta=-on Ivgmt
.00
5019
000.245.H1.00.0016
shoreline Subs: Deg
.0G
5020
000.145.21.00.0017
Site Plan Approval
.00
5021
00C.345.81.0.508
Temp Use, dobbyk, Fence
Cfi
5022
000.345.81.0C.009
Vaniance Fees
.CO
5024
03C.245.81.0.304
Con iQwa= Approval Fee
. CO
0036
Comprehensive Plan Amend
. C0
509
0GC.341 . h0.0. D_)24
.00
5041
OGG.341.50.00.OG00
Naps (Taxable;
.CO
3954
650 23 G0 00 '000
Special Deposi s
kcl
59SS
CO3.05.519.93.42.1
Postage
.CO
5998
GOD.23-. , 05.OD00
Tax
.00
Remaining Balance Ewe: $010