04-105104 (2) Nh, CITY OF CITY HALL
33325
Federal Way Feder 8th Avenue South• Box 9718
Federal Way,WA 98063-971718
(253)835-7000
www.cityoffederal wa y.corn
January 25,2005
David and Fran Steele
805 328`h Court
Federal Way, WA 98023
Re: File#04-105104-00-PC,STEELE SHORT PLAT
No site address
Dear Mr. &Mrs. Steele:
Thank you for participating in the preapplication conference with the City of Federal Way's Development
Review Committee(DRC)held January 13,2005. We hope that the information discussed at that meeting
was helpful in understanding the general requirements for your project as submitted.
This letter summarizes comments given to you at the meeting by the members of the DRC. The members
who reviewed your project and provided comments include staff from the City's Planning and Building
Divisions and Public Works Department,and representatives from Lakehaven Utility District and Federal
Way Fire Department. Some sections of the Federal Way City Code(FWCC)and relevant information
handouts are enclosed with this letter. Please be advised,this letter does not represent all applicable
codes. In preparing your formal application, please refer to the complete FWCC and other relevant codes
for all additional requirements that may apply to your project.
The key contact for your project is Isaac Conlen, 253-835-2643, isaac.conlen@cityoffederalway.com. For
specific technical questions about your project, please contact the appropriate DRC representative as
listed below. Otherwise, any general questions about the preapplication and permitting process can be
referred to your key contact.
PROJECT DESCRIPTION
Applicant proposes a two or three lot short subdivision on a sloped property accessing off Dash Point
Road. The subject property is 46,042 square feet in size. The property is zoned RS15.0.
MAJOR ISSUES
Outlined below is a summary of the major issues of your project based on the plans and information
submitted for preapplication review.These issues can change due to modifications and revisions in the
plans. These major issues only represent comments that the DRC consider most significant to your project
and do not include the majority of the comments provided. The major issues section is only provided as a
means to highlight critical requirements or issues. Please be sure to read the entire department comments
made in the next section of this letter.
Mr.and Mrs.Steele
January 21,2005
Page 2
• Public Works Development Services Division
If 5,000 square feet or more of new impervious surface is created, Level 1 flow control is required. If
5,000 square feet or more of new pollution-generating impervious surface is created, water quality
treatment meeting the Resource Stream Protection standard will be required.
• Public Works Traffic Division
1. Street frontage improvements are required.
2. Access points could be improved and shared between adjacent property owners via a modified
internal roadway system.
3. Sight distance analysis at the proposed access point with Dash Point Road is required.
DEPARTMENT COMMENTS
Outlined below are the comments made by the representatives of each department present at the
preapplication conference. Each section should be read thoroughly. If you have questions,please contact
the representative listed for that section.
PLANNING DIVISION(Isaac Conlen,253-835-2643,isaac.conlen@cityoffederalway.com)
1. Short Plat Process—Pursuant to FWCC Chapter 20,Article II, Division 5,"Short Subdivision
Plats,"short plat applications are administratively processed through the Department of Community
Development Services under FWCC Section 20-81, et seq.The administrative review process
requires that the Director of Community Development issue a decision on the short subdivision
request. Public notice of the complete short plat proposal is required per FWCC Section 20-90, and a
14-day public comment period is provided. However, no public hearing will be required.A master
land use application, short plat handout,and code sections are enclosed.
2. State Environmental Policy Act(SEPA) Critical Areas—The proposed short plat is located
within a mapped landslide and erosion hazard area.
Pursuant to FWCC Section 18-143,when a property contains an environmentally sensitive area
regulated under FWCC Section 22-1223,then a short plat application for that property is
subject to SEPA regulations. The subject property appears to be within an environmentally
sensitive area, in the form of a geologically hazardous area(GHA),more specifically a
landslide and erosion hazard area. FWCC Section 22-1 (enclosed)defines a GHA as the
following:
a. Erosion Hazard Area
b. Landslide Hazard Area
c. Seismic Hazard Area
d. Steep Slope Hazard Area
The applicant will be responsible for providing a geotechnical report identifying any GHAs that
impact the subject property. If a GHA does impact the subject property,the GHA and its
required 25-foot setback must be depicted on the face of the short plat. If the subject property
contains a GHA,then the short plat shall be subject to SEPA review.
04-105104 Doc.I .30050
Mr.and Mrs. Steele
January 21,2005
Page 3
The Director of Community Development Services will issue a decision on the environmental
application. All property owners within 300 feet(see enclosed notification handout)of the subject
site will be notified of the environmental decision, and provided a 14-day comment period followed
by a 14-day appeal period.The comment and appeal periods must conclude before the short plat
approval can be granted.
3. Fees—The land use fees for a short plat application are as follows(additional utility fees and
engineering plans review fees may apply):
Short Plat Filing Fee: $2,109.00
SEPA Checklist: $832.50
Less Preapplication Fee: - $389.00
Total: $2,552.50
School impact fee for 2005 is $3011.50 per single-family house.
4. Lot Size—The zoning for the subject site is Residential Single-Family, RS 15.0. Minimum lot size for
all lots is 15,000 square feet. As depicted, in either drawing,the proposed lots satisfy the minimum
lot size requirements. Any dedication or requirement for tracts,however,would reduce the square
footage of the lots, in which case the three-lot option would not be feasible. Please see comments
below under Traffic Division heading.
5. Design Criteria.—Pursuant to FWCC Section 20-152,all lots should be of ample dimensions to
provide a regular-shaped building area that meets required setbacks;all lots should be designed to
provide access for emergency apparatus; and all lots should abut a public street right-of-way. The
submitted drawings satisfy these criteria.
6. Setbacks—Existing and future residences must conform to the following structural setback
requirements of FWCC Section 22-631,"Detached Dwelling Units"(enclosed): front yard, 20 feet;
side yard,five feet; and rear yard,five feet.Lot coverage for residential uses is limited to 60 percent
and includes all impervious surfaces such as driveways,walkways, patios, and roof overhangs.
7. Driveways—Driveways must meet a five-foot setback from side property lines within the 20-foot
front yard setback. Submitted drawings are consistent with this requirement.
8. Building Height—Single-family detached structures are allowed to a height of 30 feet.
9. Open Space—Based on recent state case law,the City has determined that the open-space
requirements of FWCC Section 20-155, do not apply to short plat applications. As such,no open
space is required for this application.
10. Significant Trees—The plat drawing must indicate any significant trees on the site,and whether they
are proposed to remain or be removed.Any trees and vegetation on the site meeting the definition of
significant must be retained to the maximum extent possible in accordance with the City's
subdivision ordinance(FWCC Section 20-179, enclosed). Significant trees are defined as 12 inches
in diameter or 37 inches in circumference, measured 4'/2 feet above the ground, in good health,and
not detrimental to the community. Significant trees do not include red alder,cottonwood, poplar,or
big leaf maples. Significant trees shall be flagged, and protection techniques for retained significant
04-105104 Doc.ID.30050
Mr.and Mrs.Steele
January 21,2005
Page 4
trees shall be identified in areas proposed to be disturbed. A minimum of 25 percent of significant
trees must be retained on-site.
PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower,253-835-2732,
ann.dower@cityoffederalway.com)
Land Use Issues—Stormwater
1. Surface water runoff control and water quality treatment will be required per the 1998 King County
Surface Water Design Manual(KCSWDM), and the City of Federal Way Addendum to the 1998
KCSWDM.This project meets the requirements for a Full Drainage Review.At the time of land use
site plan submittal, a preliminary Technical Information Report(TIR),addressing the relevance of
the project to the eight core and five special requirements of the KCSWDM will be required.A
Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has 1"= 100',
five-foot contour planimetric maps that may be used for basin analysis.
2. The project lies within a Level 1 flow control area,thus the applicant must design the flow control
facility to meet this performance criteria. The project also lies within a Resource Stream Protection
Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the
Resource Stream Protect Menu.
3. Soil logs will need to be provided to verify infiltration suitability.
4. For subdivisions within the City of Federal Way,the detention and water quality treatment facility is
required to be an open pond within a separate storm drainage tract,dedicated to the City for future
maintenance.The water quality treatment system shall also be within a tract to be dedicated to the
City. Both detention and water quality facilities may be within the same tract.
5. Show on the preliminary plans,with dimensions,the proposed location of the detention and water
quality facilities.
Right-of-Way Improvements
1. See the Traffic Division comments from Raid Tirhi,Traffic Engineer, for traffic related items.
2. If dedication of additional right-of-way is required to install street frontage improvements,the
dedication shall be conveyed to the City through a statutory warranty deed. The dedicated area must
have clear title prior to recording.
3. All stormwater treatment and detention requirements outlined above will be applied to new
impervious area within the public right-of-way.
Building(or EN)Permit Issues
1. The Federal Way Development Standards Manual(including standard detail drawings, standard
notes,and engineering checklists) is available on the City's website at www.cityoffederalway.com to
assist the applicant's engineer in preparing the plans and TIR.
04-105104 Doc.I .30050
Mr.and Mrs.Steele
January 21,2005
Page 5
2. A final TIR shall be prepared for the project and submitted with the permit application. The final
TIR will require the signature/seal of a professional engineer registered/licensed in the State of
Washington.
3. The applicant shall provide a geotechnical report that addresses design pavement thickness for the
roadways.
4. Bonding is required for all improvements associated with the project.The bond amount shall be 120
percent of the estimated costs of the improvements. An administrative fee deposit will need to
accompany the bond to cover any possible legal fees in the event the bond must be called. Upon
completion of the installation of the improvements, and final approval of the Public Works Inspector,
the bond will be reduced to 30 percent of the original amount for a two-year maintenance period.
5. The developer will be responsible for the maintenance of all storm drainage facilities(including the
detention and water quality facilities), and street systems for the two-year maintenance period.
During that time,the Public Works Inspector will make periodic visits to the site to ensure the
developer's compliance with the maintenance requirements.
6. When topographic survey information is shown on the plans,the vertical datum block shall include
the phrase"DATUM: N.G.V.D.-29"or"DATUM: K.C.A.S.,"on all sheets where vertical elevations
are called out.
7. All drawings shall be drafted/plotted on 24"x 36"or 22"x 34" mylar sheet with permanent black
ink. Drawings submitted for plan review shall be printed on 24"x 36"or 22" x 34"paper. Site plans
shall be drawn at a scale of 1"=20',or larger.No architectural scales are permitted on engineering
plans.
8. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per
Appendix D, 1998 KCSWDM, must be shown on the building set plans.
9. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
PUBLIC WORKS TRAFFIC DIVISION(Raid Tirhi,PE,253-835-2744, raid.tirhi@cityoffederalway.com)
1. Based on the Institute of Transportation Engineers Trip Generation 7th Edition,the project is
expected to generate one weekday PM peak hour trip per dwelling unit(two or three trips for this
proposal). Therefore,a Traffic Impact Analysis(TIA)report would not be required.
2. Per FWCC Section 22-1474,the applicant/owner would be expected to construct half-street
improvements consistent with the planned roadway cross-sections as shown in Map I1I-6 of the
FWCP and Capital Improvement Program(CIP)shown as Table II1-19. Based on the materials
submitted, staff conducted a limited analysis to determine the required frontage improvements in
meeting the FWCC. Based on the analysis and FWCC,the applicant would be expected to construct
half-street improvements on the following streets:
04-105104 Doc.ID 30050
Mr.and Mrs. Steele
January 21,2005
Page 6
a) 28'h Avenue SW is a Type"W" street,consisting of a 28-foot street with curb and gutter,
four-foot planter strips with trees,five-foot sidewalks, and streetlights in a 52-foot right-
of-way(ROW).
b) SW Dash Point Road is a Type"P" street,consisting of a 32-foot street with 10-foot ditch,
and six-foot sidewalks in a 70-foot ROW.
3. It appears that all ROW is available for both streets.No dedication will be required for street
frontage improvements.
4. The applicant may make a written request to the Public Works Director to modify,defer, or waive
the required improvements. Staff supports a modification request to 28th Avenue SW street
improvements if no direct access is proposed.
5. Sight distance analysis per AASHTO standards at the proposed access point with SW Dash Point
Road is required. The analysis must be conducted by a civil engineer licensed in the State of
Washington. The engineer may provide photo documentation within the report of the sight distance
analysis. The photo must show the location of the sight distance standard in the picture as well as the
location of the viewer.If a photo cannot be provided, plan sheets with plan and profile within the
report may be provided.
6. FWCC Section 20-151 and Federal Way Policy TP21,require block perimeters no longer than 1,320
feet for non-motorized, and 2,640 feet for streets. Therefore,northeast street connection(s)would be
required between SW Dash Point Road and 28th Avenue SW; however, due to topographical
constraints,this connection is waived. Please note that the exact location and roadway alignment is
critical for maximizing neighboring properties development. Therefore, coordination between
neighboring property owners is desirable.
7. Based on the rural designation of this area,the internal street system could be a roadway cross-
section"X" street,consisting of a 20-foot street with eight-foot ditches,and five-foot sidewalks in an
easement/tract"X". All intersections should be designed with 25-foot minimum radii. Street
illumination is required only at the intersections.
8. The internal street system should be kept private. The easement/tract will also provide access and
utility easement rights serving lots 4, 5, 6, and 7. Language of such easement should be depicted on
the face of the plat.
9. It appears that a boundary line adjustment would be needed in order to create three parcels for the
subject property(lot 5). If desired,the east-west portion of the tract X can be reduced to 36 feet in
total width on lot 5. The sidewalk on the south side can be deferred until such time lot 6 develops.
10. Per FWCC Section 22-1543, driveways on state highways must be located no closer than 250 feet to
any street intersection,or to any other driveway,whether on or off the subject property.There is an
existing driveway serving lot 7 that makes the current proposal substandard in meeting City access
management standards.This situation will be temporary until lot 6 develops.At that time, lot 6 may
be conditioned to divert lot 7 access to Dash Point Road via lots 5 and 6 proposed access.
04-105104 Doc.ID.30050
Mr.and Mrs. Steele
January 21,2005
Page 7
11. Please note,the City is in the process of developing a Traffic Impact Fee(TIF)system, which is
expected to be complete by the summer of 2005.
BUILDING DIVISION(Scott Sproul,253-835-2633,scott.sproul@cityoffederalway.com)
No comment at this time.
LAKEHAVEN UTILITY DISTRICT(Brian I.Asbury,253-946-5407,basbury@lakehaven.org)
Water Issues
This property is located within the water service area boundary of the City of Tacoma.
Sewer Issues
If sewer service is desired,a developer extension agreement will be required to extend mainline sewer
facilities to serve the site.The District encourages the owner to apply separately to the District for the
developer extension agreement process early in the pre-design/planning phase to avoid delays in the overall
development process.
General Comments
1. The District's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units
(ERU).Residential equivalency for Single-family use is calculated as 1.0 ERU per unit.The District's
current Capital Facilities Charges are$3,212/ERU for water and$2,702/ERU for sewer.
2. All comments herein are valid for one year and are based on the proposal(s)submitted and the District's
current regulations and policies.Any change to either the development proposal(s)or the District's
regulations and policies may affect the above comments accordingly.
FEDERAL WAY FIRE DEPARTMENT(Greg Brozek,253-946-7241)
Water Supplies For Fire Protection
A Certificate of Water Availability shall be provided indicating the fire flow available at the site.
Fire hydrants shall be spaced 700 ft.or less apart.Every building lot shall have a fire hydrant within 350
feet.All measurements shall he made as vehicular travel distance.
Fire hydrants shall be in service PRIOR to and during construction.
Fire Apparatus Access Roadway
Fire apparatus access roadways shall be required for every building when any portion of an exterior wall of
the first story is located more than 150 feet from fire apparatus vehicle access.Fire apparatus access roads:
1. Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not
less than 13 feet 6 inches.
2. Shall be designed and maintained to support the imposed load of a 25-ton fire apparatus and shall be
provided with a surface so as to provide all-weather driving capabilities.
04-105104 Doc.I .30050
Mr.and Mrs.Steele
January 21,2005
Page 8
3. Shall be not less than a 20-foot inside turning radius and not less than a 40-foot outside turning radius.
4. With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac or Fire
Department approved alternative at the dead end.All such cul-de-sacs shall be not less than 80 feet
in diameter.
5. Gradient shall not exceed 15 percent.
6. Serving a single residential property which have a dead end in excess of 150 feet in length shall be
provided with a turn around approved by the chief.(KCFD#39 Administrative Policy Guideline No.
1006)
EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system,
these provisions may be modified by the chief.
Fire apparatus access road gates shall comply with KCFD#39 Administrative Policy Guideline No.
1001.
Automatic Fire Sprinkler Systems
An automatic fire sprinkler system shall be installed in Group R,Division 3 occupancies:
1. When the occupancy exceeds 2,500 square feet(including attached garages)without adequate fire
flow.
2. Without approved fire department access.
3. When the occupancy exceeds 10,000 square feet.
4. When the building is classified as an over-water structure.
Comments: The minimum fire flow for one-and two-family dwellings shall be 1,000 gallons per
minute. .If the slope of a building lot does not allow the building(s)on the site to
comply with the"life safety/rescue access"requirement,the building(s)shall be provided with an
approved automatic fire sprinkler system.Life safety/rescue access shall mean an unobstructed access
to all floor levels and each roof level of a building on not less than 20 percent of the building perimeter
by utilizing a 35-foot ladder.An alternate method would be at least one stairway enclosure with exit
doorways from each floor level and with a door opening onto each roof level,which conforms to the
requirements of the International Building Code. _
THESE COMMENTS ARE VALID FOR 180 DAYS FROM REVIEW AND ONLY FOR THE
PLANS REVIEWED.
CLOSING
This letter reflects the information provided at the preapplication meeting and is intended to assist you in
preparing plans and materials for formal application. We hope you found the comments useful to your
project. We have made every effort to identify major issues to eliminate surprises during the City's
review of the formal application. The completion of the preapplication process in the content of this letter
04-105104 D .1.D.30050
•
Mr.and Mrs.Steele
January 21,2005
Page 9
does not vest any future project application. Comments in this letter are only valid for one year as per
FWCC Section 22-1657.
As you know,this is a preliminary review only and does not take the place of the full review that will
follow submission of a formal application. Comments provided in this letter are based on preapplication
materials submitted.
Modifications and revisions to the project as presented for this preapplication may influence and modify
information regarding development requirements outlined above. In addition to this preapplication letter,
please examine the complete FWCC and other relevant codes carefully. Requirements that are found in
the codes that are not addressed in this letter are still required for your project.
If you have questions about an individual comment, please contact the appropriate department
representative noted above. Any general questions can be directed towards the key project contact, Isaac
Conlen,253-835-2643. We look forward to working with you.
Sincerely,
Isaac Conlen
Associate Planner
enc: Master Land Use Application
SEPA Checklist
Short Plat Submittal Checklist
Owner Notification Handout
FWCC—Chapter 20,Subdivisions
FWCC 22-631 RS Zone
FWCC 22-1286,Geologically Hazardous Areas
FWCC 22-1568,Significant Trees
Utility Location Drawing
c: Scott Sproul,Acting Assistant Building Official
Raid Tirhi,Senior Traffic Engineer
Ann Dower,Engineering Plans Reviewer
Brian Asbury,Lakehaven Utility District
Greg Brozek,Federal Way Fire Department
04-105104 Doc.I .30050
01')
CITY OF FEDERAL WAY
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
aS
DATE: December 28, 2004
TO: Will Appleton, Development Services Manager
Scott Sproul, Plans Examiner
Wes Hill, Lakehaven Utility District
Greg Brozek, Federal Way Fire Department
FROM: Isaac Conlen
FOR DRC MTG. ON: 1/6/04 - Internal
1/13/04 - 10:00 - with applicant
FILE NUMBER(s) : 04-105104-00-PC
RELATED FILE NOS. : None
PROJECT NAME: STEELE
PROJECT ADDRESS: *NO SITE ADDRESS*
ZONING DISTRICT: RS 15. 0
PROJECT DESCRIPTION: Pre-application of a (2) or (3) lot short plat
accessing off Dash Point Road. 7file- 4111fri.)
LAND USE PERMITS: Short Plat
PROJECT CONTACT: GCS -\� ~h_
FRAN STEELE �.
805 328TH CT �(� G�Y��- l -�"-'
2067150383 (Work)
MATERIALS SUBMITTED: Short plat drawings, explanatory letter
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SADLER / BARNARD & ASSOC. , INC.
12714 VALLEY AVENUE EAST, SUITE "B" EC E �' L�
SUMNER, WASHINGTON 98390-1522
PHONE (253) 826 - 8135
FAX (253) 826 - 8136 'E=C 1 7 ?fl 4
TOLL FREE 1 - 888 - 941 - 1599 CITY OF FEDEfiAL WAY
DUILDING DEPT.
December 17, 2004
To City Staff,
Attached please find two separate short plat designs for our site off of Dash Point Road. The first design
is a 3 lot short plat. The access is intended to be 2 side by side 15' panhandles. All three lots would share this
access thru a mutual ingress, egress easement. While normally the panhandles would be an access tract the
depth of the lot and the overall square footages preclude this. This is our more favored design due to the fact
that it would offset the paving and development costs more effectively.
The second design is for 2 lots and is our least favored design. This would have a 30 foot panhandle
serving the back lot with the front lot sharing the front portion of the panhandle for access. The intent here is
that once past the grading issues revolving around accessing Dash Point Road the drive would change from
paving to gravel.
We would greatly appreciate your insight on both of these designs. If you should have any questions
please feel free to contact me at 253-826-8135.
Sincerely,
Mike Luna
Planner
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SIGN-IN SHEET
PRE-APPLICATION MEETING
File No. 04-105104
Steele Short Plat
January 13, 2005
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33325 8th Avenue South•PO Box 9718
Federal Way Federal Way, WA 98063-9718
(253)835-7000
www.cityoffederal way.com
January 5, 2005
Fran Steele
805 328`h Court -
Federal Way, WA 98023
RE: Permit#04-105104-000-00-PC; STEELE
*no site address*
Dear Ms. Steele:
The above-referenced proposal has been assigned to me as project planner. At this time,the application
and preliminary site plan have been routed to the members of the Development Review Committee. A
meeting with the project applicant and Development Review Committee has been scheduled as follows:
Thursday, January 13, 2005 -- 10:00 AM
Hylebos Conference Room
City Hall,2nd Floor
33325 8`h Avenue South
Federal Way, WA 98003
We look forward to meeting with you. Let me know if you will have more than four people attending the
preapplication meeting so we can make arrangements for a larger room. This is the only notice sent out,
so please coordinate directly with anyone else you would like to attend the meeting. Please call me at
253-835-2643 if you have any questions.
Sincerely,
G
Isaac Conlen
Associate Planner
04-105104 Doc.ID.30049
CITY OF FEDERAL WAY
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: December 28, 2004
TO: Will Appleton, Development Services Manager
Scott Sproul, Plans Examiner
Wes Hill, Lakehaven Utility District
Greg Brozek, Federal Way Fire Department
FROM: Isaac Conlen
FOR DRC MTG. ON: 1/6/04 - Internal
1/13/04 - 10:00 - with applicant
FILE NUMBER(s) : 04-105104-00-PC
RELATED FILE NOS. : None
PROJECT NAME: STEELE
PROJECT ADDRESS: *NO SITE ADDRESS*
ZONING DISTRICT: RS 15. 0
PROJECT DESCRIPTION: Pre-application of a (2) or (3) lot short plat
accessing off Dash Point Road.
LAND USE PERMITS: Short Plat
PROJECT CONTACT:
FRAN STEELE
805 328TH CT
2067150383 (Work)
MATERIALS SUBMITTED: Short plat drawings, explanatory letter
A116, MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
CITY OF T , 33325 8`sAvenue South
RECEIVEDPU Box 9718
Federal \Ideral Way WA 98063-9718
DEC,] ? ���4 253-835-2607;Fax 253-835-2609
www.cityoffederalway.corn
CITY OF FEDERAL WAY
BUILDING DEPT.
APPLICATION NO(S) Ott — I lJ• ttt� Li f Date 4 W" 07
Project Name 5
7e e—iZ`' 5yo'r ? xy
Pro er Address/Location
Parcel Number(s) hi t6 6,C Q( f 7
Project Description 10 S%�0% , ,'7- R,i 3Sl A
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PLEASE PRINT
Type of Permit Required Applicant
Annexation
Binding Site Plan ^ N " T�6 t
Boundary Line Adjustment Name: F�rI r xa el-
Address:
go.. s 3
Comp Plan/Rezone AY WA
Land Surface Modification City/State: t�d��A� W
Lot Line Elimination Zip: ?$oa23
? Preapplication Conference Phone: pC- 7`$ o3
Process I(Director=s Approval) Fax:
Process II(Site Plan Review) Email:
Process III(Project Approval) Signature: // r�
Process IV(Hearing Examiner's Decision) 1 Q-ZL ' d-' --f
Process V(Quasi-Judicial Rezone) Agent(if different than Applicant)
Process VI
SEPA w/Project Name: //1. ndlcL Lt'NA ,
SEPA Only Address: ),?7/y VI`Z6YAvc,
Shoreline: Variance/Conditional Use City/State: 5✓,41 a/tX 41'4
Short Subdivision Zip: 9 Q'370
Subdivision Phone: 5.3-gaE- f 3
Variance: Commercial/Residential Fax: 6'3- 6_ 3 e
Email:
Signature: / , 4^i"�
Required Information
�) Owner
g 5 /•$ Zoning Designation �A�Vi,y o,�
'� ' , Comprehensive Plan Designation Name: f(��` /5 AV
Address: g 2O-5
Value of Existing Improvements City/State: f CD tv AY "4
v'iv hWt, Ph A) Value of Proposed Improvements Piph q gone: A5,� -
c,>j.�/-Li Li?"'
International Building Code(IBC): Fax:
0 fi9 Occupancy Type Email: l'
r.2,„a,,,,.,,,,,,.
Signature:
A'4'? Construction Type
Bulletin#003—August 18,2004 Page 1 of 1 k:Wandouts\Master Land Use Application
CASED MON
COPPER PLUG
IN CONCRETE
(2003)
N 7921'41" E
3.12'
CALCULATED
1116TH CORNER
RECEIVED
DEC 2 7 2004
CITY OF FEDERAL WAY
BUILDING DEPT,
2 CASED MON
fir'• COPPER PLUG
�A IN CONCRETE
N 40 52'42" E (1998)
0.67'
S 89'59'26" E z r
177.45' — — 10
4.10'f o
to
�F
s�
'O I
0
SITE — 0 O 30'
BENCHMARK V)
NE 114, NW 114, SEC. 129 To 21 No, R o 3 E,, W.M.
PR OPOSED S TEELE SHORT PLAT #2
IA=04'08'53"
R=286.46'
r, L=20.74'
I�
jll
I
I=1525'20"
00 R=256.48'
O i L=69.04'
A=20'01'15" I I
R=286.46' I , R
L=100.10' I I 3-20PLES 18'LE 184MAPLE
1
LDT
I \ 28'�LE
11\ \ \19'MAPLE
SIGN (TYP) A 12'L❑K
12'MAPLE I 12'ER
S 89,
- . - - - 227P0 _ - \
3� 8'"LDK 25'MAP
L
\ LOT j 1 I 19'MAPL6
SITE FEET
WMAPLE 15'DEC ," EML❑
LINE APX. 258 FEET 3-6 PLE21'M L,C DAR 105046t ACRES 1T 16 L13
I j 1LE 16'CEDAR 19
O \ 1�c h7APLE 13'DE3 3-DEC
1 'MfSPLE 17, BSBL ( ICAL) 22, LE 3-
LLL\\\EEE 16 I •:
y� '12'A DER. 9N '` .. '
CALCULATED 4'C❑N
CENTERLINE
FhiP ADD
ec L ,
EGGS' OF F
ASPHALT
\ \
IE 12" CONC \
73. &'' NO e
OUTLET FOUND
10
ORIGINAL LOT � \
46042f SQ, FT. Z
1.057t ACRES = cA
o,
O
0
's \saoLER-
BARNARD
� & ASSOC, INC.
REBAR & CAP FOUND
LS 11926 TO BE
3.66'N&2.311W \
SURVEYING
PLANNING
PLATTING
CONDOMINIUMIZATION
12714 VALLEY AVE. E.
SUITE B
SUMNER, WA 98390
(253) 826-8135
S 5 " I 9*';
•.
20. '
i :::: iii: ir:?ii:i!i:i'r?ii;vi: ??ikv?i?i'ri?i::i::, ::::i?i?S 59 05
: :: •::::::::::::::::: ............. 335.8
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8-MAPLE % 20'MAPL
T
a 12 >1EC 1114*
�
4'CON .7.10
12'C❑N
r I®® 0 12 C 14 C
17'L❑ �
ROPOSED A CE:
ERONG ALL 3 L
SINGE ACCISS
POIN ROADi
DALE E OAKS RLS 19635
DATE
V
REV. I SYM
HOUSE
21
LDT 7
>
r`
24-MAPLE
V `\
11-H ❑
\ EDGE OF
/ ASPHALT
93,
30 z
o
oio
0
0' 30' 60' 90,
1 "=30'
MONUMENT FOUND AS NOTED
• REBAR & CAP LS 19635 SET
0 SURVEY PIN FOUND AS NOTED
00 TREE AS NOTED
t LEGAL DESCRIPTION
1 LOT 4, 5 & 6, BLOCK 6, LAKOTA ADDITION, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 21 OF PLATS, PAGE 33,
RECORDS OF KING COUNTY, WASHINGTON.
1 'MAP L
n
1,43.00 /1
•'MAPLE dJ
1 'MAPy O L T
\ n 1 76 t SQ. FT'
24 l
O LOT 2 1 36 t AC ES o
y 115193t S FT. 2 1 PLE
0.349f RES (CD m: I � 1 1 `"
0'H OC LOT 2 1 ^" �� o Z
%PLE boo / 17'MAPL O
3'tL I I a 25. 1 O
L
p ti
.i???: .: ii:i•7iii:i ?:•:•iii: ........ � ii}i:•i?i?iE i?:•: ii: i:•:'r': i?i:c:.
h
12 c
51
LD R
DEL — .. _ _
S 89' 9 05 E • • T '
'MAPLE 451.40 I 151AL ER I
1 I \
I Z
IO;I 0 \ 0
N O• Oi
LO 6
I I I \
I 313
I
I I
t
a (REBAR & CAP FOUND
%r u LS 11926 TO BE
t `tt1 1 C t 0.86' E& 0.64' S
0 J VWJ
'
r I`
DATE I Project Name
BASIS OF BEARINGS: PLAT OF LAKOTA, VOL. 21 PAGE 33,
RECORDS OF KING COUNTY, WASHINGTON.
VERTICAL DATUM: KING COUNTY SURFACE DISK IN CONC.
STAMPED TAGL-25
ELEV 264.81 (NGVD 29)
SITE BENCH MARK: R.R. SPIKE IN EAST FACE OF POWER
POLE LOCATED WEST OF SITE AS SHOWN;
ELEV 80.37
Z
N
0
SURVEYOR'S NOTES.
1. SURVEY PERFORMED BY FIELD TRAVERSE
AND ELECTRONIC DATA COLLECTION.
2. USING TOPCON GTS 211D TOTAL STATION
AND HP-48GX DATA COLLECTION.
3. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS
AS ESTABLISHED BY WAC 332-130-090.
4. THIS SURVEY DOES NOT PURPORT TO SHOW ALL
EASEMENTS OF RECORD OR OTHERWISE.
5. PROPERTY CORNERS SET EXCEPT AS NOTED,
REPRESENT DEED LOCATIONS. OWNERSHIP LINES
MAY BE DIFFERENT. OBVIOUS ENCROACHMENTS
IF ANY, ARE SHOWN. HOWEVER NO GUARANTEt OF
OWNERSHIP IS EXPRESSED OR IMPLIED.
R TOPOGAPHIC SURVEY
Project Location Client
NE 114, N W 1 A RICK BRANNON BARBARA BRADSHAW
SEC. 12, T. 21 N., 28205 15TH AVE S 30205 33RD AVE SW
R. 3 E., W. M. FEDERAL WAY, WA 98023 FEDERAL WAY, WA 98023
DRAWN
EB
CHECKED
DO
DATE
4/21/04
APPROVED
DO
SCALE
1"=30'
JOB NAME
BRADSHAW
JOB No.
2004023
DWG NAME
04023TOPO
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