17-105604CITY OF
�. Federal Way
January 10, 2018
FILE
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway.. com
Jim Ferrell, Mayor
Malkit Singh Emailed: malkitsingli(@comeast.net
31332 19"' Pl. South
Federal Way, WA 98003
Re: File#17-105604-00-PC, PREAPPLICATION CONFERENCE SUMMARY
Singh Military Rd. Short Plat, 33XXX Military Rd. S., Parcel 152104-9081
Dear Mr. Singh:
Thank you for participating in the preapplication conference with the City of Federal Way's Development
Review Committee (DRC) held January 4, 2018. 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 Water and Sewer District
and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) 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 FWRC and other
relevant codes for all additional requirements that may apply to your project.
The key contact for your project is Leila Willoughby -Oakes, 253-835-2644, ieila.willoughby-
oakes@a 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
The applicant proposes to short plat one single-family residential lot into seven on a 2.05-acre vacant
parcel with a public street (cul-de-sac). The site is vacant and heavily forested with no permitting records
on file with the city.
MAJOR ISSUES
PlanninF_ Division
• Forest Practices Class IV Permit and environmental threshold determination required if proposal
includes the removal of 5,000 board feet (i.e., one log truck of timber) of merchantable timber. This
information shall be required at the time of formal land use application. The burden of proof shall be
on the applicant to provide an inventory (clearing, grading and tree/vegetation retention plan)
prepared by a qualified professional. Where the city determines that clearing and grading plans and/or
tree and vegetation retention plans shall also be reviewed by the city's consultant(s), the applicant
shall cover the cost of the third party review.
Mr. M. Singh
January 10, 2017
Page 2
• All residential subdivisions are required to provide open space in the amount of 15 percent of the
gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the open space
requirement may be satisfied by a fee -in -lieu payment at the discretion of the Parks and Recreation
Director; paid at recording. Please request this in writing to the attention of the Parks Director for
consideration.
• Depict net plat area on short plat map (deducting public lands and right-of-way dedications, etc.).
• Special studies -maybe required to establish the presence or absence of critical areas (wetlands,
streams and geologically hazardous areas). If found on the property third party review maybe required
for review of such study by the city's consultant at the expense of the applicant.
Public Works Traffic Division
• Transportation Concurrency Management (FWRC 19.90) — Transportation concurrency permit
with application fee of $1,669.00 is required for the proposed project.
• Traffic Impact Fees (FWRC 19.91) — Traffic impact fees are required for each residential dwelling
unit assessed at building permit issuance.
• Frontage Improvements (FWRC 19.135.040) — Construct street improvements and dedicate right-
of-way (ROW) along Military Road South.
• Access Road — Internal road shall be public and constructed to a Type `W" street.
• Access Management (FWRC 19.135.260) — The development shall meet access management
standards along Military Road.
Public Works Development Services Division
■ Existing overhead utilities along the Military Road frontage may need to be relocated underground if
a relocation is required due to the street frontage improvements that will be required (FWRC
11.05.110).
• If the internal plat roadway is to be a public street (see Traffic Division comments, below), dedicated
to the City, the roadway and other hard surfaces shall be per City standards — no permeable paving
materials are allowed.
COMMUNITY DEVELOPMENT — PLANNING DIVISION
Leila Willoughby -Oakes, 253-835-2644, Leila.Willoughby-Oakes@cityoffederalway.com
1. Comprehensive Plan and Zoning Designation — The city's comprehensive plan designation for the
subject property is Single -Family Residential -High Density. The property is zoned Residential
Single -Family (RS) 9.6. The minimum lot area for residential lots in the RS9.6 zone is 9,600 square
feet; detached dwelling units are permitted pursuant to FWRC 19.200.010. The required review
process for the project is an administrative short plat review process.
2. Short Plat Review —Pursuant to FWRC 18.30.010, short plat applications are administratively
processed through the Department of Community Development. The administrative review process
requires that the Director issues a decision on the short subdivision request, reviewed under FWRC
18.30.110.(2). Public notice of the complete short plat proposal is required per FWRC 18.30.080, and
a 15-day public comment period is provided. However, no public hearing will be required for a short
plat unless an appeal is filed. A master land use application and short plat submittal checklist are
enclosed; relevant code sections can be accessed online from
www.codepublishing.comIWA/FederalWay.
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Mr. M. Singh
January 10, 2017
Page 3
Prior to construction of the short plat improvements, engineering approval must be granted by the
Public Works Department. Please see Kevin Peterson's (PW Engineering Plans Reviewer) comments
for specific information regarding engineering requirements.
Forest Practices Permit — The City has assumed jurisdiction over the review and approval of Class
IV -General Forest Practices permits. A forest practices application form must be completed if more
than 5,000 board feet of merchantable timber is harvested from the subject property. This is
approximately equal to one log truck of timber; your site development includes the potential removal
of trees on more than two acres. As such, please calculate the board feet of timber to be removed
shown on your preliminary clearing and grading plan (Figure 1). The City will review the proposed
Class IV -General Forest Practices in conjunction with the Land Use application. Please include
details of such activity in the environmental checklist as the Class IV permit is not exempt from
SEPA review.
Approval Duration
General forest practice approval shall be valid for two consecutive years following the date of
issuance unless a longer time period has been established through an associated approval (e.g.,
preliminary plat approval, land use approval, building permit, etc.) in which case the time limits
applicable to the associated approval shall apply.
4. State Environmental Policy Act (SEPA) — Short subdivision applications and associated permits for
less than 20 residential dwelling units are exempt from state environmental review per FWRC
14.15.030, categorical exemptions, flexible thresholds. However, if it is determined that the proposal
will trigger a Forest Practices Class IV permit, a threshold determination must occur in conjunction
with the enclosed Forest Practices application. Initial public notice of application is issued after
determination of a complete application.
An environmental checklist is also enclosed with this letter. Single family building permits can be
issued after land use approval is granted and appeal periods concluded, engineering permits are
approved and the short plat is recorded.
Meeting Follow-up: At the meeting the question arose as to whether Forest Practices Class IV Rermit
is required. Please provide a tree/timber inventory evaluating the site as to whether the proposal,
likely requesting the removal of all trees on site for short plat construction, will result in 5,000 board
feet of merchantable timber. It is the opinion of staff that this is likely the case and an environmental
checklist and threshold determination applies.
If subject to environmental review under the State Environmental Policy Act (SEPA) the City serves
as the Responsible Official for the environmental review; an environmental checklist must be
submitted and reviewed prior to the City issuing an environmental threshold determination. All
property owners within 300 feet of the site are notified of that decision. The notification includes a
14-day comment and 21-day appeal period. SEPA review must be concluded before land use approval
may be granted.
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Figure 1. Subject Property- Tree Coverage
Notification — If a SEPA determination is triggered by the forest practices permit, it requires a public
notice and 15-day comment period. Within 14 days of issuing the Letter of Complete Application for
the underlying land use permit, a Notice of Application will be published in the Federal Way Mirror,
mailed to persons within 300 feet of the subject property, posted on the subject property, and placed
at the city's three designated notice boards. SEPA notification will be done in compliance with
FWRC 14.10.040. Please fmd the enclosed affidavit for sign posting, return to the city, signed, with
pictures of the public notice.
The applicant is required to submit two (2) sets of stamped mailing envelopes to persons receiving tax
statements within 300 feet of the subject property. The City's GIS Division provides this service for a
nominal fee or the applicant may provide their own mailing envelopes via King County Assessor
records or Title Company. Please find the enclosed bulletin for further information.
6. Environmentally Critical Areas — There are no critical areas depicted on the city's critical area
mapping'; however, the site is undeveloped and thickly forested. There are no permitting/building
records on file with the city, including a recent critical area study and/or site investigation conducted
within the last five years.
Please conduct a critical areas reconnaissance prepared by a qualified professional (wetland biologist
and geotechnical engineer) to evaluate if streams, regulated wetlands and/or geologically hazardous
areas exist on site or within 225 ft. of the subject property (boundaries) pursuant to FWRC
19.145.410.2.Off-site critical areas and critical area buffers that extend onto the undeveloped parcel
shall be depicted on the plans and not built in.
The city's biologist will peer review and conduct a site visit confirming the applicant's consultant
conclusions and recommendation, at the expense of the applicant (FWRC 19.145). You may choose
to do this prior to submitting your formal land use application before a final short plat design. Please
see the Administrative Decision application enclosed (a city letter of concurrence is valid for five
years on wetland determinations and delineations). In the event there are critical areas on site using
best available science, the applicant shall submit critical area report with complete field sheets, site
data, pictures and the items in FWRC 19.145.080 (minimum critical area content requirements).
I FWRC 19.145.2 states, "area -wide inventories and documents identifying critical areas may not identify all critical areas designated
under this chapter. The provisions of this chapter will apply to all designated critical areas located within the city, including those critical
areas not identified on a map or inventory. Whenever there is evidence of a critical area located within or in proximity to a nonexempt
action, the director may require a critical area report to determine the extent to which such critical area may exist. "
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January 10, 2017
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7. Key Development Regulations — All site improvements must comply with the applicable FWRC
development regulations. The following general regulations apply to single family dwelling units in
the RS9.6 zone.
Setback Requirements — The required front yard setback is 20 feet; side and rear yard setbacks
are five feet. Please provide 2 ft. contours on the topography drawing.
Drivewa sl rkin -- 20 ft. max. Vehicles may not be parked in the required side yard. Two per
dwelling unit.
Maximum Lot Coverage — 60 percent.
Maximum Hei t — 30 feet above average building elevation.
8. Short Plat Approval Duration — Per FWRC 18.35.260, short plat approval shall expire five years
from the date of preliminary short plat approval unless the applicant requests an extension. As
provided in FWRC 18.05.090, no less than 60 days prior to the lapse of approval, the applicant may
request a two-year time extension for the plat approval potentially subject to conditions on the second
extension request.
9. Landscape buffer — The frontage of the plat shall contain a 10-foot Type III landscape buffer,
dedicated in a separate tract to shield new residences. Military Road South is an arterial street. Please
note tracts are counted as lots in the city of Federal Way. Perimeter fencing in subdivisions shall be
located on the interior side of landscape strips planted along arterial streets.
The landscape buffer may be allocated towards open space requirements (15 percent of the gross plat
area) to a maximum of 2%.
Any subdivision proposal exceeding 9 lots requires preliminary plat review pursuant to FWRC
Chapter 18.35.
10. Recording — Following substantial completion of short plat subdivision improvements and city
review of the final short plat map, the applicant will record the plat with the King County Recorder's
Office. The applicant is responsible for the recording fees. Prior to recording the plat, all surveying
and monumentation must be complete. In addition, all other required improvements must be
substantially completed as determined by the departments of Community Development and Public
Works and the open space fee -in -lieu must be paid in full prior to recording.
All mylars shall be signed with black ink.
11. School Access — A school access analysis is required to be submitted to the City with the seven -lot
short plat application, to assure that safe walking routes to schools or bus stops are provided as
required by RCW 58.17. If there are not safe and adequate walking routes available, walking route
improvements may be required as part of the administrative review process and fulfilled during the
engineering review. Contact Tanya Nascimento with Federal Way Public Schools at 253-945-2071
for information about the school access analysis requirements, and find the enclosed school district
handout.
DOc ID:77001
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January 10, 2017
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12. School Impact Fees — School impact fees are due and calculated at the time of residential permit
application(s) for new dwelling units. This fee amount is subject to change as determined annually by
the Federal Way School District due at the time of building permit. Please check with the Permit
Center for up-to-date fees.
13. Application Fees — Please contact the Permit Center at 253-835-2607 for the following review fees
applicable for your project:
• Short Plat Application
• SEPA Checklist
0 Forest Practices Permit Class IV w/ SEPA
• Concurrency
This list does not include building permit, engineering review, inspection, traffic impact, recording
and other fees that may be applicable prior, concurrent, or following final construction of the single
family residences. Please reference the enclosed submittal checklist for minimum submittal
requirements.
PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734,
kevin.peterson@cityoffederalway.com)
Land Use Issues — Stormwater
1. Surface water runoff control and water quality treatment will be required per the 2016 King County
Surface Water Design Manual (KCSWDM). This project meets the requirements for a Full Drainage
Review. At the time of preliminary short plat submittal, a preliminary Technical Information Report
(TIR), addressing the relevance of the project to the nine 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 in GIS format that may be used for
basin analysis.
2. The project lies within a Conservation flow control area, thus the applicant must design the flow
control facility to meet this performance criteria. In addition to flow control facilities, Best
Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies
within Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet the
treatment criteria of the Enhanced Basic Water Quality Menu.
3. If infiltration is proposed, soil logs and infiltration test shall be prepared by a licensed geotechnical
engineer to verify infiltration suitability. It shall be established, prior to preliminary short plat
approval, that infiltration is viable for roof drain runoff for the individual lots. This is to ensure that
the storm water pond is adequately sized for all runoff from the roadway(s).
4. Detention and water quality facilities for short plats must be above ground (i.e. open pond), located
within a separate tract. Underground facilities are allowed only with approval from the City of
Federal Way Public Works Department.
5. Show the proposed location and dimensions of the detention and water quality facilities on the
preliminary plans.
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6. If more than one acre will be disturbed during construction, a National Pollutant Discharge
Elimination System (NPDES) construction storm water permit may be required. Information
regarding this permit can be obtained from the Washington State Department of Ecology at
htt2://www ecy wa.goylprograms/wg/stormwater/constructiotilijidex.htmi or by calling 360-407-
6048.
Right -of -Way Improvements
1. See the Traffic Division comments from Sarady Long, Sr. Transportation Planning 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. If the internal plat roadway is to be a public street, dedicated to the City, the roadway and other hard
surfaces shall be per City standards — no permeable paving materials are allowed.
4. All stormwater treatment and detention requirements outlined above may apply to any improvements
within the public right-of-way.
5. FWRC 11.05.110 requires that overhead utility lines be relocated underground if over 500 feet, or
three spans are affected by a project. This condition will be applied to Military Road.
6. FWRC 19.135.280 requires that driveways serving residential uses may not be located closer than 25
feet to any street intersection. Lots and intersections within new subdivisions or short plats must be
designed to meet this standard.
Engineering (EN) Permit Issues
1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be
reviewed and approved by the City. Engineering review fees for Short Plats are $1,669.00 for the first
12 hours of review, and $139.00 per hour for additional review time. A final TIR shall be prepared for
the project and submitted with the engineering plans. Both the TIR and the plans will require the
signature/seal of a professional engineer registered/licensed in the State of Washington.
2.. In addition to engineering approval, projects that will be filling or grading in the area of the future
building pads are required to obtain a separate grading permit from the Building Department.
3. The Federal Way Public Works Development Standards Manual (including standard detail drawings,
standard notes, and engineering checklists) is available on the City's website at
btW://www.ciiyoffederalw,g,v.com/index.aspx?nid=171 to assist the applicant's engineer in preparing
the plans and TIR.
4. Bonding is required for all street improvements and temporary erosion and sediment control measures
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
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improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30
percent of the original amount and held for a two-year maintenance period.
The developer will be responsible foi the maintenance of all storm drainage facilities (including the
detention and water quality facilities) and street systems during 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. Upon satisfactory completion of the two-
year maintenance period, the remainder of the bond will be released. Maintenance for public roads
and subdivision drainage facilities then become the responsibility of the City. Maintenance for private
roads and drainage facilities, including short plats, remain the responsibility of the individual property
owners.
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. 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. Architectural scales are not permitted on engineering plans.
8. Provide cut and fill quantities on the clearing and grading plan.
9. Temporary Erosion and Sediment control (TESC) measures, per Appendix D of the 2016 KCSWDM,
must be shown on the engineering plans.
10. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
PUBLIC WORKS — TRAFFIC DIVISION
(Sarady Long, 253-835-2743, sarady.lone(a-�cityoffederalway.com)
Transportation Concurrency Analysis (FWRC 19.90)
1. Based on the submitted materials for two Single Family Detached Housing, the Institute of
Transportation Engineers (ITE) Trip Generation - 8t" Edition, land use code 210 (Single Family
Detached Housing), the proposed project is estimated to generate approximately 7 new weekday PM
peak hour trips and 66 daily trips.
2. A concurrency permit is required for this development project. The PW Traffic Division will perform
concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak
period to accommodate the proposed development. Please note that supplemental transportation
analysis and concurrency mitigation may be required if the proposed project creates an impact not
anticipated in the six -year Transportation Improvement Plan (TIP).
3. The estimated fee for the concurrency permit application is $1,669.00 (less than 10 PM Trips). This
fee is an estimate and based on the materials submitted for the preapplication meeting. The
concurrency application fee must be paid in full at the time the concurrency permit application is
submitted with land use application. The fee may change based on the new weekday PM peak hour
trips as identified in the concurrency trip generation. The applicant has the option of having an
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Mr. M. Singh
January 10, 2017
Page 9
independent traffic engineer prepare the concurrency analysis consistent with City procedures;
however, the fee remains the same.
Transportation Impact Fees (TIF) (FWRC 19.91)
Based on the submitted materials for seven single family lots, the estimated traffic impact fee is $27,940.
The total amount of the impact fees will be assessed and collected from the applicant when the building
permit is issued, using the fee schedule then in effect. The applicant may request, at any time prior to
building issuance to defer the payment of the impact fee to final building inspection. If this option is
selected, a covenants prepared by the city to enforce payment of the deferred fees will be recorded at the
applicant's expense on each lot. Please, refer to defer payment of impact fee code for process.
Street Frontage Improvements (FWRC 19.135)
The applicant/owner would be expected to construct street improvements consistent with the planned
roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Comprehensive Plan
(FWCP) and Capital Improvement Program (CIP) shown as Table III-10 (FWRC 19.135.040). Based
on the materials submitted, staff conducted a limited analysis to determine the required street
improvements. The applicant would be expected to construct improvements on the following streets
to the City's planned roadway cross -sections:
■ Military Road South is a minor arterial planned as a Type "K" street, consisting of a 44-
foot street with curb and gutter, six-foot planter strips with street trees, eight -foot sidewalks
and street lights in a 78-foot right-of-way (ROW). Assuming a symmetrical cross section,
half street improvements are required and 9-foot right-of-way dedication.
It Internal street shall be a Type "W" Local street, consisting of a 28-foot street with curb and
gutter, four -foot planter strips with street trees, five-foot sidewalks and street lights in a 52-
foot right-of-way (ROW).
K Cul-de-sac terminus bulb shall be per Dwg. 3-2Z.
2. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety
purposes, taper rate shall be WS^2/60 or as directed by the Public Works Director.
3. The applicant may make a written request to the Public Works Director to modify, defer, or waive the
required street improvements (FWRC 19.135.070). Information about right-of-way modification
requests is available through the Public Works Development Services Division. These modification
requests have a nominal review fee currently at $278 plus recording fee.
Access Management (FWRC 19.135)
1. Access management standards are based on roadway safety and capacity requirements. FWRC
19.135.280 provides access standards for streets based on planned roadway cross -sections. Please
note that access classifications are per Drawing 3-1A in the Public Works Development Standards.
2. The current proposal does not meet access management standards and should be modified. Military
Road South is Access Class " 4", which permits full access as close as 150 feet to any other street
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Page 10
intersection or driveway, whether on or off the subject property. The internal street should be aligned
with 45t" Way South.
3. All lots shall be accessed by a public street right-of-way (FWRC 18.55.020). In certain cases, lots
may be accessed by an ingress/egress and utilities easement or alley subject to the requirements
established in the City of Federal Way Public Works development standards. Residential lots should
not have direct access onto arterial streets.
4. The Director may grant a modification administratively to reduce spacing standards by up to 20
percent of the tabular values with supporting documentation (FWRC 19.135.290). Once preliminary
traffic queuing analysis has been completed, the applicant's traffic engineer may submit a written
request for access modification if desired. Please note that these modification requests have a nominal
review fee.
COMMUNITY DEVELOPMENT — BUILDING DIVISION
Peter Lawrence, 253-835-2621, Peter.Lawrence@cityoffederalway.com
There are no comments from the Building Division on the short plat process. Building permits will be
required when the lots are determined buildable.
LAKEHAVEN WATER AND SEWER DISTRICT
(Brian Asbury, 253-946-5407, BAsbury@lakehaven.org)
Water
• A Water Certificate of Availability issued separately by Lakehaven may be required to be submitted with
any land use and/or building permit applications (check with land use agency for requirement).
Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to
issue for typical. Proposed 2018 cost for a Water Certificate of Availability is $60.00.
• Fire Flow at no less than 20 psi available within the new dead-end water distribution system will be a
minimum of 1,000 GPM (approximate) for two (2) hours or more. This flow figure represents
Lakehaven's adopted minimum level of service goals for residential areas regarding performance of
the water distribution system under high demand conditions. Hydraulic model results (FF #163, copy
attached) indicate that Lakehaven's standard maximum allowable system liquid velocity of 10 ft/s in
the existing water system along Military Rd S, at no less than 20 psi, is exceeded at a fire flow rate
above 3,100 GPM. This flow figure depicts the calculated performance of the water distribution
system under high demand conditions. Fire flow rates greater than available in the existing
distribution system may be accommodated through water distribution system improvements. Please
contact Lakehaven for further detail.
o A Lakehaven Developer Extension (DE) Agreement will be required to construct new water
distribution system facilities for the proposed development. Additional detail and/or design
requirements can be obtained from Lakehaven by completing & submitting a separate application to
Lakehaven for either a Developer Pre -Design Meeting or a DE Agreement. Lakehaven encourages
owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and
sufficiently early in the pre-design/planning phase to avoid delays in overall project development.
o Service pressure(s) greater than 80 psi indicated, Pressure Reducing Valve(s) indicated, contact local
building official for requirements &/or additional information.
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o The associated DE Agreement must achieve a point of either Substantial Completion or Acceptance,
as determined by Lakehaven, prior to activating any new domestic or irrigation water service
connection(s).
o Based on the proposal submitted, preliminary estimated Lakehaven water service connection
fees/charges/deposits (2018 schedule) will be as follows. Actual connection charges will be
determined upon submittal of service connection application(s) to Lakehaven. Connection charges
are separate from any DE fees/charges/deposits & are due at the time of application for service. All
Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and
are subject to change without notice.
o Water Service/Meter Installation, 1" preliminary size: $490.00 charge (per lot). Actual size TBD by
Lakehaven based on UPC plumbing fixture count.
o Capital Facilities Charge(s)-Water: $3,707.00 (per lot).
Sewer
• A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with
any land use and/or building permit applications (check with land use agency for requirement).
Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to
issue for typical. 2018 cost for a Sewer Certificate of Availability is $60.00.
• A Lakehaven Developer Extension (DE) Agreement will be required to construct new low-pressure
sanitary sewer system facilities necessary for the proposed development. Additional detail and/or design
requirements can be obtained from Lakehaven by completing & submitting a separate application to
Lakehaven for either a Developer Pre -Design Meeting or a Developer Extension Agreement. Lakehaven
encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and
sufficiently early in the pre-design/planning phase to avoid delays in overall project development.
• The associated DE Agreement must achieve a point of either Substantial Completion or Acceptance, as
determined by Lakehaven prior to activating any new sewer service connection(s).
■ Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection
fees/charges/deposits (2018 schedule) will be as follows. Actual connection charges will be determined
upon submittal of service connection application(s) to Lakehaven. Developer latecomer charges are
assessable against the property for sewer facilities (downstream pump station, PS 46) previously
constructed that provide direct benefit to the property. These Latecomer charge(s) expire 11/20/18. If a
DE Agreement is required, latecomer charges are due prior to & as a condition of scheduling the
Lakehaven preconstruction meeting. Connection charges are separate from any DE fees/charges/deposits
& are due at the time of application for service. All Lakehaven fees, charges and deposits are typically
reviewed & adjusted (if necessary) annually, and are subject to change without notice.
• Sewer Service Connection Permit: $280.00 fee (per lot).
• Capital Facilities Charge(s)-Sewer: $3,509.00 (per lot).
• Latecomer Charge(s): $1,111.21 (per lot).
• Private Grinder Pump Agreement preparation: $150.00 (per lot).
• King County Document Recording Charges: $80.00+/- (per lot).
General
• All Lakehaven Development Engineering related application forms, and associated standards
information, can be accessed at Lakehaven's Development Engineering web pages
(ho://www.lakehaven.orp-/204/Development-Engineeri ).
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Page 12
• All comments herein are valid for one (1) year and are based on the proposal(s) submitted and
Lakehaven's current regulations and policies. Any change to either the development proposal(s) or
Lakehaven's regulations and policies may affect the above comments accordingly.
SOUTH KING FIRE AND RESCUE
Chris Cahan, 253-946-7242, Chris.Cahaxk0,southkinzftre.org
Fire Access Roads
Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior
wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by
an approved route around the exterior of the building or facility.
EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler
system the distance can be increase 20 percent.
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 75,000 pound fire apparatus and shall
be provided with a surface so as to provide all-weather driving capabilities.
3) Shall be not less than a 32 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 12 percent.
Designated fire lanes may be required for emergency access. This may be done during the plans check or
prior to building final.
Fire apparatus access roads shall be installed and made serviceable prior to and during the time of
construction.
Fire Sprinkler System
An automatic fire sprinkler may be required on certain lots as a condition of the short plat approval and
reviewed at the time of the building permit applications due to poor fire department access and turn -around.
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
does not vest any future project application. Comments in this letter are only valid for one year as per
FWRC 19.40.070 (4).
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.
17-105604-00-PC Doc ID: 77001
Mr. M. Singh
January 10, 2017
Page 13
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 FWRC 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 me at 253-835-2644 or
leila.willoughby-oakes@cityoffederalway.com. We look forward to working with you.
Sincerely J
Leila Willoughby -Oakes
Associate Planner
enc: Master Land Use Application
Short Plat Requirements
Environmental Checklist
Mailing Envelopes
Class IV -General Forest Practices Application/Bulletin
Concurrency Application
Critical Area Bulletin
Clearing & Grading Bulletin
FWPS School Access Analysis Requirements
FWRC 19.145 `Environmentally Critical Areas' Code
Lakehaven Enclosures
c: Patricia McDowell, 33427 Military Rd. South, Federal Way, WA 98001 (Owner)
Wallace G. Coad PLS, Development Engineering, PLLC, 821 Dock Street, Suite 207, Tacoma, WA 98402, Alen@de-civi_1_.comcivi_1_.com (w/encls.,'
Kevin Peterson, Engineering Plans Reviewer
Sarady Long, Senior Transportation Planning Engineer
Brian Asbury, Lakehaven Water & Sewer District, via email
Chris Cahan, South King Fire & Rescue, via email
17-105604-00-PC Doc ID: 77001
4k CITY OF
Federal Way
January 4, 2017
9:00 a.m.
Pre -application Conference Sign in Sheet
COMMUNITY DEVELOPMENT REVIEW CONINUTTEE
Project Name: Singh Military Rd. S. Short Plat
Address: *No Site Address* Parcel: 152104-9050
File Number: 17-105604-00-PC
City Hall
ios Room
NAME
DEPARTMENT / DIVISION
TELEPHONE NUMBER
Leila Willoughby -Oakes,
Planning/Community
253-835-2644
Associate Planner
Development Dept.
Leila.Willou hb -
1
Oakes@.citygffederalw4y.com
2.
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CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: December 12, 2017
TO: Cole Elliott, Development Services Manager
Rick Perez, City Traffic Engineer
Brian Asbury, Lakehaven Water & Sewer District
Chris Cahan, South King Fire & Rescue
FROM: Leila Willoughby -Oakes, Planning
FOR DRC MTG. ON: December 28, 2017- 3rd Item on Agenda
January 4, 2017 - 9:00 AM with applicant
FILE NUMBER(s): 17-105604-00-PC
RELATED FILE NOS.: 07-104963-00-SU
PROJECT NAME: SINGH MILITARY ROAD SHORT PLAT
PROJECT ADDRESS: 33220 MILITARY RD S. (Parcel: 152104 9050)
ZONING DISTRICT: RS 9.6
PROJECT DESCRIPTION: Proposal to divide one lot into seven on heavily
forested site with existing residential structure home
or manufactured home). Site zoned RS9.6; open space
provided via fee -in -lieu of open space. Cul-de-sac
proposed. Unclear how applicant will provide drainage
on site (no project narrative).
PROJECT CONTACT: Malkit Singh and Ranjit Kaur
37332 19th Place South
Federal Way WA, 98003
malkitsinah@comcast.net
CONSULTANT: Glen Coad (Civil Engineer)
PO BOX 446
TACOMA, WA, 98401
Alen@de-civil.com
MATERIALS SUBMITTED: Conceptual Short Plat Drawing
Planning provided: assessor mapping/aerial photo.
sEr
1% %.
CITY OFVZ�& NOV 2 U 2017
tii\'rAy
Federal WayocC M 1 -,
MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 8`' Avenue South
Federal Way, WA 98003-6325
253-835-2607;Fax 253-835-2609
www.cityoffederalway.com
APPLICATION NO(S) 0 5 �� Date / �( 7
Project Name
Property Address/Location
Parcel Number(s)
Project Description
PLEASE PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Director's Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
kS 9, (ff Zoning Designation
Sf" pwr o prehensive Plan Designation
Value of Existing Improvements
Value of Proposed Improvements
International Building Code (IBC):
Occupancy Type
Construction Type
Applicant
Name: M �j r f S
Address: -3 73 32, 9 Tf+ )P/- `Jo
City/State: F7 L e
Zip-
Phone: Fax���� r �`� —s I /
: (" )1L T
Email:
Signature:
c� 1
Agent (if different than Applicant)
Name:
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
Name: � /� r/�
Address: yt/\ e Y e
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Bulletin 4003 — January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application
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1/3/2018 https://itetripgen.org/PrintGra ph. htm?code=210&ivlabel=UNITS210&timeperiod =TPSIDE&x=8&,P6dJ 1n=385&IocationCode=General Urban/Subur...
Single -Family Detached Housing
(210)
Vehicle Trip Ends vs: Dwelling Units
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Setting/Location: General Urban/Suburban
Number of Studies: 190
Avg. Num. of Dwelling Units: 242
Directional Distribution: 63% entering, 37% exiting
Vehicle Trip Generation per Dwelling unit
Average Rate Range of Rates Standard Deviation
0,99 0.44 - 2.98 0.31
Data Plot and Equation
2,500
2,000
u
1,500
H
1,000
500
0E
Q
X
r�
X
r �
X
X
X
X, X
X .�
K9
I,000 i,SUU
X = Number of Dwelling Units
X Study Site Fitted Curve
Fitted Curve Equation: Ln(T) = 0.96 Ln(X) + 0.20
500
L,uuu G,000
- - - Average Rate
Rz= 0.92
Trip Generation Manual, 10th Edition + Institute of Transportation Engineers
https://itetripgen.org/PrintGraph.htm?code=210&ivlabel=UNITS210&timeperiod=TPSIDE&x=8&edition=385&IocationCode=General%2OUrban/Suburb... 1 /1
A PORTION OF THE NW 1/4 AND NE 1/4 OF THE SE 1/4 OF SECTION 15, TWP. 21 N., RGE. 4 E., W.M., ING COUNTY, WASHINGTON
�l
STA. 17+07.32 1 rc
- BEGIN ROCKERY WALL;
• �(�, TOP 392.0.
BOT 391.0 1 0 K
SCALD: 1" = 50'
396.3
CHAIN LINK MIN. 'B TOP FENCE' VVARIES353.5 7 ✓y 50' 25' 0 50' law, `•
■
TOP 395.9� I.-7
6: BaT 393.5t`.'.'l i CONTOUR INTERVAL' =12',
' , T
� 6'L X B'WrRAMP: \ {\ RUA
* OCK & LOAD WALL PER CONCRETE CLASS EDGE OF PROPOSED .
Al LOCK & LOAD WALL 3000 PAVEMENT
2:1 MAX DETAIL SHEET HC RAMP 6'X6'
w LANDING. CONCRETE J
7FORDRAINS2
CLASS 3000 i STA. 17+40.00
END ROCKERY WALLTHICKENED EDGFLOW LINE / 7 TOP 394.5 1O12^ MIw k \6pT 393.5 Y-4S x G3 GRAVEL BACKFl>a•, b NOTE: \ f ROCK£HY tifp) �, I�I�� i { I _ •-`'••-'` ~�'•
SEE DETAIL "ROCK FACING _ SEE DETAL 1 TAP 360,Q Ij� I _ ..T _:1 , •
I DTDEER SIDEWALK' ON SHEET �_ THIS Sf7EET
ODTt332.p
ENLARGED VIEW BLDG 7.- �'•• ;,' BOT 3sx.p.
0'- SCALE: 1"=
• 'f 1 �! ORIGINAL GROUND 7 0" ," •• I 1 .� ,• 4• -' ',
PERFORATED PIPE 6" MINA ` KEYWAY FROM PROPERTY LINE _ '` { I •1 - "� 1 I ■�f--� ~-
FILTER FABRIC _ 1 �' ,. I ` tl 1 _ TRACT r'
STA. 13+50.00 '>,_ • �'
NOTES: BEGIN LOCK Sc WALL WT'K STA. 3}12.78, S. 330TH PL. q•••• I'•�2 SOT 3575 _ `. !,4••.,1.1�•
11[t r
1SEE SEC 5.01, SEE DETAILS THIS PAGE BLDC r I 1 :II _ :13 `L L �'' r I ` ,'�,� •`•---
STA 20-raq,Op, 45TH FL S. �� ' 1 + C ,1� ti;y -�_.� � :' •=.." �_
2..
WSDOT/APWA 9-03 12[4] , 1 i - f t E r\l I •.I r =_ • `•. y\ J.. �_``
1
f
3. CHAIN INK FENCE OR HANDRAIL REQUIRED WHEN WALL HEIGHT IS 3' OR , COLLECTION SWALE ■ 1.,I3�� kti �- \•`�_= :--'�.ti-�=r- t�' '
GREATER. CHAINLINK FENCE SHALL BE BLACK VINYL PER WSDOT 1.3 TOP-30 PER DETAIL DT-07 nr "' -" �.•• 5t _ `�-u
8OT 0
CHAINLINK FENCE TYPE 4 OR 6. SEE WSDOT STANDARD PLAN L-2 44 1. '.7� '.•I } - _1 _ J• ...I.�Iy.7• rY 1
4. TRAFFIC BARRIERS MAY BE REQUIRED ON ROADS WITH SPEED I OF } �{}- " y - 1 j•+ L -
TOP _ 5 Y� } '-•" •` DETENTION PONb
40 MPH OR GREATER, WHERE HEIGHTS EXCEED 6'. SEE CHAPTER 7 OF I a � 51 �L � " r'•• I �-� '
THE WSDOT DESIGN MANUAL. TOi SEE SHEET PN
A ■ , �• �. ,.•' � I . • 4 _ -01
3-1 P 399. C � _ BOT 39fi"4 END LOCK &,LOAD WALL I •••' •'1 S III ",•
LOCH{ & LOAD WALL ALONG MILITARY RQA❑ S. � STA. 19+15.14
LOCK
- - -. $ LOAD WALL r0 , k40 • •�, " Ir •) eqT 353. l4 ' •, t
1. 1
NOT TO SCALE STUBBED IN AND AHQUND LOCK & LOAD WALL DRAIN
PSEE FP POWER POLES. TO DAYLIGHT TD SWALE l 4 1
SEE FP-0POWER
FOR MORE rn -� TOP 3U7.3 ,,, PI."' L •�;� • i0P 66.0 { , 1�?<
INFORMATION .l- ��F 3'38pT 383-g - BOT
TOP 397.8 6,1 TOP 391.8- \ 'jk PGG •, 8 ;1 : 10 I+1 I ~ Y
fa.3 BOT 393.5 \. AOT 3&SS , '' 3 5u6• •.Ra �, :
I4.5 TOP 396.5 ®•8 TOP 394.E � � '_ a Y'.
I` I v �.•'I, sat 35D a 11 i
A� +40,Q04 ` BOT '� \ y` ' •••II;' 1 f 3Topn .. • , 1 I I
h.Y OT 394. 39
9OT .6
B- �� -•. 3 "' 1 '{ '1. � �- • { 7 3S0 0 •70P 352.0 2 1
BEGIN LOCK &LOAD WALL / . av� ,-'" Y_•.. 4 x•C
�.-
STA. 1+28.70 O.B TOP 395-8 \ 7' y9�2 -. `� mmA N = {.....
SEE DETAIL THIS SHEETS SOT 395.0 r ,.-'--J n'• ;.•'•• * �'�. x, TDP 572.Q1 ' 5 •'•1 �5_V g it I 2$ } --
E STA. 16+p1.00. MIl:I'ARYAX7' RaAD ���•' I x� ' • DOT 3700 TOP 362.a --- ••- - d
STA. 1+00.44, S. 33oT}i P TOP 369.0 ' - c: - 807 3Ga; 2 .. SWALE PER
■ : : " �� .BUT 366A .� 'I `7 DETAIL SHEET
SEE' ENLARGED 2 BOT 36a:a \ ` IN !•� _.. �... 3=9. +
•- 1 Y� VIEW THIS SHEET �• y 7T]P 366.a •`•��+. �.�� + P 362.0 I I• ••
� ■ x ` ��•.... � ? BO 354.a � � r - �56A � � Top 398.0 x 6:•
rLC,%� ■■ ■.� \ 4 T maa` ., ( l517T .3.156.0 I A.
, say ssx._o 3 15
NOTE: ¢'��,� t\ , 1t ? eai 3.saao �.. l 1 ; 6 TOP 364.0 I .. BOT 3sso 3
,� 1 T Bar s3s.D
1. THE MAXIMUM IMPERVIOUS AREA PER LOT IS 2,700 SQUARE FEET. DRIVEWAY PANHANDLES FOR LOTS 12, 22, AND 28 '1- ti jl 's TOP 366,p r l:
ARE EKCL.UCED FROM AREA. q O L1 c ,� SOT S84.a ',p. is II•� V •'+ ?_ I 2
2. SPECIAL GEOTECHNICAL INSPECTIONS SHALL BE PROVIDED BY AN EXPERIENCED GECTECHNIGIL ENGINEER OR EN(iINEEFiING Y ■■ ?' 1 ` 76P 372.0-0 1 • ■ '!� i `
O£OLOOIST FOR COMPLIANCE WITH RECOMMENDATIONS IN THIS PROJECTS GEOTECHNIGIL ENGiNEERiNO REPORTS BY EARTH -'P , 1 '2 BOP 37a,a - I T '.�B�Q II•I-----•;++ r TOP '35a.0 2�
CONSULTANTS, INC tb1TED AUGUST 11. 2OD3 AND MARCH 19, 2004, INSPECTIONS SHALL INCLUDE BUT NOT BE UNTIED '` (� r'V r �,', •� TOP 372.0 • �I ! I It BOT 351.51 y
TO THE FOLLOWING ACTIVITIES: 4� `,� 23 ,5 i 70P 354.0
SOT 388.Q _ :.: ` 'lg BOT 351.5
A. MONITOR AND APPROVE THE PLACEMENT OF ALL STRUCTURAL FILL INCLUDING THE POND BERMS, ROCKERIES AND J V _ TOP 365.0' :' •'•�', _-- TOP ,'��i D
RETAINING WALLS. ►+ % ' ± , -
� J 2 BO? 386A [ 4 � ■; • � ,' ti "ti L y BDT 351.5 3'S
B. VERIFY THE SUITABR.TfY OF BEARING SOILS AFTER EXCAVATION AND PRIOR TO PLACEMENT OF STRUCTURAL FILL, l} •2 'TOP 374,0 } -- �_ ,� --� •1V , _ .�
RETAINING WALLS, ROCKERIES, ROADS AND FOO1kNGS. fi� 1 N. - BOT 372A ice- 1 L +I �1 }
,y.,,� _ e ; •� "l� I I I I ; ' .3 TOd6 . 6 TOP 35i.
C. VERIFY PROPER FILL PLACEMENT AND COMPACTION WITH FIELD AND LABORATORY DENSITY TESTING. C `EY Z � 370.0 I `. `' I 2 PQp ,364,0 1 OT 3 gpt 35da 6 I
D. VERIFY THAT FILL PLACED ON ANY SLOPE EXCEEDING 25 PERCENT IS PROPERLY KEYED AND BENCHED INTO THE ,\ `,-POP 378a +.w I ■ . .__.�, i�•D 1 TOP 354•0f{
SLOPE. "
_ 2 - TOP 36&O Bp7 356.0 �
BpT 376"0 OT 36yyQ �� 1� /I =
3. O FILL ROCKERY
(D CUT ROCKERYT...
4. ALL ROCKERIES EXCEPT FOR ALONG THE WEST SIDE OF LOTS 13-19; THE EAST SIDE OF LOTS 22. 23 AND 31; AND + 11 I
N TQP,76 0 1 THE NORTH SIDE OF LOTS 21, 25, 28 AND 30 ARE PLACED WITH THE BACK OF ROCKERY ON THE PROPERTY LINE l
UNLESS OTHERWISE SPECIFIED. 2
5. ROCKERIES ALONG THE EAST SIDE OF LOTS 22, 23 AND 31; AND THE NORTH SIDE OF LOTS 21. 25. 26 AND 30 ARE
PLACED WITH THE FRONT FACE OF THE ROCKERY ON THE PROPERTY LINE UNLESS OTHERWISE SPECIFED.
6. ROCKERIES ALONG THE WEST SIDE OF LOTS 13-19 ARE PLACED PER COLLECTION TRENCH DETAIL ON SHEET DT-07.
7. ADDITIONAL ROCKERY/WALL DETAILS MAY BE FOUND ON SHEET DT-07.
B. THE STORM DRAINAGE SYSTEM FROM CO #39 TO CB #36 SHALL BE PLACED IN A COVENANT.
SEE DDES APPROVED STRUCTURAL
PLANS FOR DETAILS OF ALL OF THE
FOLOWING WALLS:
1. LOCK & LOAD RETAINING WALL.
2. CONCRETE BAFFLE WALL IN
DETENTION POND.
3. ULTRA -BLOCK RETAINING WALLS
IN DETENTION POND.
4. GEOGRID REINFORCED
ROCKERY (FOR FILL).
TOP 358.5 OT 374.0
BOT 3S4.a 6 TOP 564. TOP 362"0 4 U
SOT
TOP �•O TOP 381,0 TOP 370.0 35&D
BOT 351
3 OT 3B2.0 BOT 377.5 4 T 38l KING COUNTY D.D.E.S.
5-5
TOP 354.0 GOT 3705 a6''� Renew ngin er i` Ci
a0 mla� .t ar I Cc
Ce12 Wxl Ds]. El You Db .
8�L Q 424-55wt
ODAIT,HO,DF�WA7
A FUH I ION OF THE NW 1/4 AND NE 1/4 OF THE SE 1/4 OF SECTION 15, TWP. 21 N., RGE. 4 E_, W.M., KING COUNT_',z WASHINGTON
19 LF. 19'0 S.O, Y 15' BSBL (TYP) YARN DRAIN R
N: 1i45B9.71 � N; 1f45iO.2
TYPE IL E: 1282736-33 26 LF 6"0 PVC !:: 18B270DS6 YARD
INF,_ .iION TRENCH (TYP) DRIVEWAY L iATER N: 114639.57 T•r'-=349-38 O S = 2009 T.G.-351.DD N: iii$8p.75
PER DETAIL SHEET OT-07 E: 128274991 1.L=3+6.81, 60 I.E"=348.61 -$'a E 12A3688.49
y LacaMTlOt+f TABLE 7 LF g'* SO rAR 'OFWN 1 T.G--35y3.0O
BOUNDARY OF INFILTRATION
TRENCH AREA (TYP)
�D
BUILDING ROOF LINE (TYP)
/
BUILDING WALL (TYP)
YARD DRAIN
YARD DRAIN SETBACK ()
I_OT #(S
WIDTH
STA.
110 @ 11
so,
8+09.14
12
10,
8+6414
13
20'
9+0& 14
14
20'
9+58.14
15
20'
10+08-14
16
20'
10+58.15
17
20'
11+08.15
18
20'
11+58.15
19
20'
12+08.15
20
20'
12+07.86
21
20'
11+57.86
!2 - 24
DEPRESSED CURB
25
20' 9+87.85
26 - 28
40'
1 9+31.83
w7R.ACT B
18'
7+81.84
'TRACT C
18'
7+44.07
49 LF., 18°0 S.D.
O 5=2.60R
N: 114563.79
E. 12827i.
52 LF. B'0
i.E:�149:82, 6"0
50 LF" 1.&-549,65, 6'0
y
- 1
T.C.m3�9.00
PVC O 2.00%
PVC
C,B. /33. TYPE IL
N: I 4596.75
- 1 8 73 .s
I,E:-346.94,
�s
O 2.00R
i
N: 114A4O,i
H: 11dS80.65
E: 12827533A
1-
CASING PER
DETAIL SHEETS95"84
NOTES,
>�s PYL
OT-04
T G.- 25
IE-S6q,78 �a
.. FOR STORM PROFILES SEE
Sfi LF., 12is SEE PEFk7TC1014
p 7,"R
SHEET PR-01.
KEV MAP
�✓
POND PLAN SHEET PN-01 FOR
CONTINUATION OF STORM DUN
I
_
fi1 LF. 6^0 PVC O 2.00R
2 POND PLAN FOR OONTINt1AT10N OF STORM SHEET
-
�'.
1
YARD. GRAIN 5
PN 0DETENTION
1.
35. TYPE IL
150 S.D.
E, S a4
3. THE MAXIMUM IMPERVIOUS AREA PER LOTUS 2.700 SQUARE FEET -
SOLID
><5
351S0
5.08
DRIVEWAY PANHANDLES FOR LOTS 12, 22,' AND 28 ARE EXCLUDED
N: t1a62g.90
62
43 LF. 1
o S.
`
��..
iZ-3
1,E.1iS3.08
FROM AREA.
E' 1282738.89
I
SCALE WITH YARD BRAINS
+ LOT 30 FOOTING DRAIN WILL BE RELEASED DIRECTLY INTO THE POND.
I
PER DETAR. SHEET Or-07
G6. 37, TYPE
UD
LF. lra S.D.
i
I
PROPOSED 19' DRAINAGE
5. TYPICAL INFILTRATION SYSTEM LAYOUT FOR, LOTS 1 THROUGH 15. 25,
N: 11 I
N: 4597.31
PUBLIC EASEMENT
28 AND 33 THROUGH 37,
E: 1282693.33
ORWN
I
�> DOWN
6. THE BOTTOM OF BUILDING FOOTINGS SHALL BE LOCATED OUTSIDE
CASINC PER DEfA1L
- `
6' I.E.-363.40 MIN
AND/OR BELOW THE 1:1 PLANE FROM THE BOTTOM OF ALL ROCKERIE
SHEET DT-OS FOR I".& 39. TYPE I
IN: 114611.82
CJL TYPE
1, w/ SOLID LID
I
I
ROCIIER. DRAIN
7. BSBL FOR LOT 27, ADJACENT TO LOT 26.� IS MEASURED FROM THE
FO011NG DuN GOING
INTO POND E. 1282640,33
'~xy
11- 114597,69
E: 1282fi63.45
EDGE OF PIPE PLUS 2 FEET MINIMUM (PE(1 1998 KCSWDM, SECAON
LF
2,1.4). PIPES IN LOT 27 SHALL BE AS-8WLT AND SUBMATED TO 111E
TO HOME {lYP) O SrA 5.0. ORAIN f `1 STA"1W+,& TYPE
1S.54' LT 0010AY, A GEOTECHNICAL/ML1CTIML ANALYSIS SHALL DEMONSTRATE
O _ , _ 7 M
YARD DRAIN SETBAC% LOT STUB STABILITY OF THEAH PROPOSED BUILDING ON COT 27. D ACCESS FOR
+ O - 1 9 R- +� 'ALE TO BE DONE MA,lNT1 REPLACEMETaTS SHALT REMAIN UN085TRLPCTED.
TO TRENCH (TYP) EL.F�j1ATIOhfS a0 I - 108 LF, tx S.D. J �' `!+' 1, 0r OTHERS (TYPi)
I
i
WATER PIPE GOING FROM
METER TO THE HOME. PIPE
TO GO AROUND
y • INFILTRATION SYSTEM.
FOOTING DRAIN
LOT #
LE.
LOT f
1"E.
9
251.00
20
362.50
10
351.50
21
35&50
11
352.50
22
352,od
12
361.50
23
352.00
13
355.50
24
348,96
14
357.50
25
353.50
15
36150
26
348.50
27
348.50
28
348.50
P370.50
29
353.50
30
357.50
V) f"} �_,-- w- 8. TYPICAL SKEET LIGHT TO ILLUMINATE SAGi VERTICAL CURVES SHALL 01IGH
Vf II! 27 LF. 17 SD 100 WATT, HPs, FULL CUTOFF COBRAHEADAT 30' MOUNTING HET
27 LF
. 11i1 LF.� ;o ON A 12-FOOT ARM LOCATE POLES AT 5TA. 8+72.66. 21.58' LEFT;
D ;� S, it S.D. 12+p0 STA 111 MARR3' GE PT . 10+5238. 68.72' LEFT; AND 11+78.74, 25.50' LEFT BEHIND SIDEWAU
W �-* '� TYPE III M43..AO£ PE4
W = - ''� KCRS DETAIL 5-003.
Z to -- Z 9 THE STORM DRAINAGE SYSTEM FROM CB #39 TO CS #36 SHALL BE
_ SII4 12+20.53 PLACED IN A COVENANT.
SW 98 LF. - -
V N i 8 S.D. S L4.-370.i END PAVEMENT
c.e 28L
SS7,5O
Sdf_28
363.50
MAILBOX PER DETAIL
6'I E-373,20 MIN
f
SHEET DT-02
1
I
I.E.-386.20
Ca /31. TYPE I
ROCKERY
STAA1+36.66, 13.22- RT.
MAILBOX PER DETAIL
.,Ii
DRAIN
;:
,.�'
ERY
RDCKERT DRAIN
SHEET OT-02
-
-
AERY
COLLECTIOIi TRENCFI PER
TTPE I
`--
-
----
--
DETAIL SHE£ OT-Ov
H i 12.33' c 330,24' " 0. [TYF} PEH DETAIL
_ _ _ LOW PRESSURE SEWER STA-6-56,12. 1312' LT. 10' BSBL TYP
-�:' -SYSTEM PIPE GOING FROM --`---"'-- (TYP) SHEET OT-03
THE PUMP TO THE SEWER 165 L.F. 1r S.D.
I S'y BOX. PIPE TO GO AROUND OCFS RQAQ 4rrI4 PL, S.0
FI - - ROCKERY DRAIN
IN LTRATION SYSTEM.
TYPICAL INFILTRATION SYSTEM
LAYOUT FOR LOTS 1 THROUGH 15,
25,28 AND 33 THROUGH 37
{+ SCALE: V = 10' ._
355
350
r
s
1.E: a 352.50, 6,0
I-E. - 3'2,W 1rm
345
z7 -F. 1rtl S0,
715t
AC. 1
T.G. = 354,S7
I.E. = 351,00, 12.0
340
F. T2'e
O S-10.041,
G 7 1
335
7X, - 35t-89
I,E. - 348.00, 'I2'0
4A LF,,tl
O 5=4.30R
- 3 1
I.E. = 346.46, 8'0
I,E. = 346.15, 12"0
I.E. 345.90, 15"0
PROPOSED GRADE
EXISTING GRADE
STA
F,L
I T.0"C.
STA.
F"L
TO"C.
1
365.32
365.82
6
369.50
369-83
2
365.81
366.14
7
370.74
371.07
3
366.32
366.65
B
371,67
372.00
4
367.3B
367.71
9
372.54
373.04
5
368.4a1
368.77
POND
I.E. a 34i.736'0
I.E. - 343,73: 1TO
49 L.F. IVA S.D-
0
ft i TYP I
I.- = 344.57, 16'0
14Y* S.O, ® S=1,79R
WITH SOLID UD
T.G. 350.15
1 E. = 345,91. 6'0
I.E. 344.9 i , 15"0. 18"0
9 * ___r_Q__p_��E>
0+00 1+00 2+00 3+00
C.B. {3(A Tl'P!< ! 15 BSBL (TYP�- r1 r00Waj TI
SY,AIOtmm,, 14.27' LT. .n�
118 LF. 12' S.D. PROPOSED IQ' PRIVATE
1"»& f'2& TYPE ' DRAINAGE EASEMENT ie�r _ _
C.B. }6, TYPE 2-48" ST0.10+21,5+, 13.22' Fir. BEGIN CURB CUT T 1 y
SOlJO el SOLI �7. TYPE 2-46'f 30 Ts a TOP ti f04 937 !
E 11 el
S�TA06+70.97, spD LT. 47TH PL. S. I'-W HORIz_
(URBAN SUB -ACCESS STREET) SCALE: Y- e' 11[RT, E-YEBRQW DETAIL
� m N
355 375 GRAADE SED�
� � 375 360
O
I
0
350
370
W
S
rn
345
365
EXISTING
GRADE
340
360
0
O
335
355
W
'
z
350
U
345
340
U
8+00
I.E. - 348.61, trm
a�
- 353126L 6"0
- 352,76. 1r0
9+00 10+00
r.u. wa l
1.E = 362.52, 1rs
7 F, Its S.0
O 5-0,527E
I.E. 362-W. 670
I.E. = 362 38, 12"tl
I,E •• 362L
93,, 1 r0
27 LF., 1 r0 S.D.
O S-0,52%
1 riPF I
I.E = 3b9.D9, 1rm
4 IJ P6 P,
11+00 12+00
345
COUNTY TRAFFIC
SCALE 1"=50'
\ PROPOSED GRADE
EXi8TWG GRADE
Ir STORM
DRAIN
360
fr
fN �
S f2.
~d
355
.
sa
a. it1 TYPE 2 !8'
350
1.E - 35B.7D, 1r0
I.E 339,20, 670
C•
345
P THIS SHEET
�-
345
IEERING
K.c.D.o.T.
tc
R VEW EN MR:" OATS
NM; TRAFFIC APPROYAL 15 ONLY FOR LIGHT POLE
L040"S, GOES APPROVAL IS NOT TOR LIGHT POLE
WFORMATIOTI"
C+ It ww*w Cols Buys you D jl
1-POO-424-5555
1W(TJi)AR,WA)
SUPERVIsI ENGINEER: DATE
KINK COUNTY D.D.E.S. q :N
A PORTION OF THE NW;f-J4 AND NE 1/4 OF THE SE 1/4 OF SECTION 15, TWP. 21 N., RGE. 4 E., W.M., KING COUNTY.-7ASHINGTON
Min.
Min. 1' xide layer of 2'-4' quarry
St taro) fill compacted
.palls adjacent to rockery
to 959 of AS1M 0-1557
2 [rr natt.r)
Iv
Z-
Upper 5' fFt7�
-
4-3 an aIf
rocksis
_�_�,
1YY
-
K-�
2.5' OYP)
a
-
rack.
Gsoirfo roinfomamant
Mirofi 5KT
.
cur sq,kY
tin. C diprnaty oarforl
dpld PVC pipe w11n K opr4r,
Y 04ddrq of 1" hea rack
,;m undisturbed wu
kallan. 1x eaf4;rweeua a+op► d
structural nil
Get.
NOTE: FOR CUr-ROCKERY DETAIL SEE SHEET DT-01
1. Rockeries higher than 5' abda be conslrucled o"'Cla (grmdupl4d aura frc/ 9-men tulram�
from bottom to top. Rocked" of 5' or lower IhaB be COrelruetrd or 3-mon to 2-mon,
bottom to top
p. Wear lion of su0gra de soils, geogrid pl .,t, compaction of structural fill, rock placement and
dmInege by apweahnicol engineer is req[f rids
3, Rock shall be sound and have a minimum density of 160 pounds per cubic foot.
4. The long dimension of all rocks shall be placed perpendicular to the all. Each rock should bear on
two rocks in the tier below.
5. R.W s a ereairn-CekVOI sbwtums, not retaining walls. Nolural material must be stable and free
wimiling in cut fo[e. Mil in helot of 3 feet for rockeries facing fill soils,
6. Sea test of report far additional recommendations
Lb. AV 0bnantlpn a
1•1140n 70D•700 121010
Shan am
& pit Bt>o-1 rail to 3B
4.Ma1 75DD•2209 35 to 49
6-hlan 2200.4608 46 to 54
Associated Earth Sciences, Inc.
GEOGRID REINFORCED ROCKERY DETAIL FIGURE 2
® ® ® ® AL WAY, RIM GATE 110A
FEDERAL WAY, WASHINGTON PROJECTNO. KEB5908n
FILL -ROCKERY DETAIL
NOT TO SCALE
FOR FLAT BACKSLOP, SURFACE
SHOULD BE IMPERVIOUS AND
SLOPED TO DRAIN
FREE -DRAINING BACKFILL (MAX. f4k 16" MIN
5% FINES); MIN. B" WIDE LAYER
OF 2"-4" QUARRY SPALLS
ADJACENT TO ROCKERY.
1
STABLE CUT FACE IN NATIVE
MATERIAL (SEE NOTE B) � 6 10'MAX
1" (OR LESS) DIA. WASHED GRAVEL;
MIN 6" COVER OVER PIPE;
2" GRAVEL UNDER PIPE. „
MIN. 4'e PERF. PIPE; MIN 1% --
CONTINUOUS SLOPE TO OUTLET; 12" MIN
PIPE AND/OR CUT FACE LINED WITH ` �.,�MIN = HEIGHT/3
FILTER FABRIC (MIRIFI OR EQUAL) ti
FIRM, UNDISTURBED SOIL
NOTE: FOR FILL -ROCKERY DETAIL SEE SHEET GR-01.
R CK WALL DETAIL
1" = 2'
R
2:1 MAX SLOP£ i O'S' i 5' /-DEROCK PER
'TML [HIIt SHEET.
NOTE DETAIL FOR WESTERN R
OF 1075 13 THROUGH 19.
20 MIL HOPE IMPERMEABLE
MEMBRANE
6" PERF. PIPE EXCEPT FOR
LAST 40 LF. OF PIPE SHALL
BE 6" PERF. PIPE ® 4% MIN.
SLOPE.
CLEAN (C 5% FINES) r
1.5"-0.73' WASHROCK
COLLECTION TRENCH DETAIL
I" = 2'
r�1
tL ,
K:ar Ceea9'
a.p.da.eresprwepnimx
site iawoenv=bs sax,n
e ace lnasmw>y pMlb.
19- an n'
T litol
8
10,
Maximum
Height
12'
Rockery Standards
for rockeries not located In the public way
ear n%mn:lrw, rod -show d
lnawvkurl awe ek.>d 1e drio
2 [pr "I.)
1 vrw Yai w am A*a six r-irlh
I'w1011 M"� M I•• e' afanr
y, qW aaiacmlle feq Nl
„Tf5 f
si w tarok d.hf
Y:
1•�p'.ei1 Qa*etRw se%AroQ;nn 6'
m nneb.ryr 9'rH `--+ri:+
Mb a' fuedr M. f4rC r�l 7Y. )
'Acu: .. rspe ry er0d• kraa rKJa ter•
I_ few r In mereeee prays w e,swl
Applicant
Activity
Engineer
hpn raottAM by Item W-3
General Notes
1. Rockeries 4' and over In helght require a building
Parma
2 For roeYgrles between 4• afd G high, the Instiller or
mrbaatar " payrMe a.Iew la tnr WxIft
Inspwwr Pro to final uupaauw nrGHing d,.al L1ea
wo'ado afd drahsage twa bran proWtd in
acvafdafxe r"dl Na ]tendardt
3 Ro kx. S aim o nr r btighl fwleia enlIhiK ky
aupiwi5im by a special inwnctar puf UBC 17012.
v&%h 4t c ir"num shalt panda Of innpncdal eM
=ni"„0n nalirra)an or m1rp=. 4lacemmea t of ba
visit aid dralna;o and Coislren IOC"
CflO'rcdmW�
Y11--4-ionso
4 Rpgaurk.c mg 6' in hggK must meet setback
,aeplrarwts in lo"entha12arldY-
5 Racks shall be sound and have a minimum density of
16o pounds per cubic fact
6. The long diram& m Of BE Tara[ abM be Placed
yopNo6niarm4e wan Eaah lade ehoNd bear on two
welds k me Ilx blow.
MVnand
sistraws am
t to
7. x'ara InbegN %bat pmlKt4d aim' a
guardrail conforming to UBC 509 1
S. Rockenn are roalonsontral structures, not
fetalning walla. N flud material must be stable and
imestandlrg In cut face.
9 Afry. daviafAA In d0a19h W plxiwaant of adfscanl
En9a:,W 4utMW lcu+sad III aMatialWafNlYgNn-
ROCKERY STANDARDS
NOT TO SCALE
ESM DOES NOT TAKE ANY RESPONSIBILITY AND/OR LIABILITY FOR DETAILS PROVIDED BY OTHER COMPANIES.
R
LOCK & LOAD WALL PER
AESI LOCK & LOAD WALL
DETAIL SHEET
_ I
_ = z 2E
12 1
12 SIN THICKNESS
1r'-C QUARRY SPALLS o
GRAVEL SACKFILL FOR DRAINS2 I cio
l
I
>; I
I L
0.5' ORIGINAL GROUND
PERFORATED PIPE 5' MIN' KEYWAY FROM PROPERTY LINE
NOTES, FILTER FABRIC
1. SEE SEC 5.01.
2. WSDOT/APWA 9-03.12[4].
3. CHAINLINK FENCE SHALL BE BLACK VINYL PER WSDOT CHAINLINK FENCE TYPE 4 OR 6. SEE WSDOT
STANDARD PLAN L-2
4. CAP SHALL BE CONCRETE CLASS 3000.
5. FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS.
6. FOR ROCKERY HEKSHTS EXCEEDING 4'. SEE DWG. NO. 5-007.
7. TRAFFIC BARRIERS MAY BE REQUIRED ON RAADS WITH SPEED LIARS OF 40 MPH OR GREATER, WHERE
HEIGHTS EXCEED S', SEE CHAPTER 7 OF THE WSDOT DESIGN MANUAL
LO K & LOAD WALL ALONG S. 330TH PL.
NOT TO SCALE
VARIES * VARIES
6MIN
LINK
CHAIN LINK ^
FENCE 3
61
• AS NECESSARY TO MEET
TERRAIN AND SIGHT
DISTANCE REQUIREMENTS.
CAP 4
I
I a
- I
1
w
12- MiN. THICKNESS s i
r-4' RUARAY SPALLS w
Y
GRAVEL @ACKFV.L FOR DRAINS 2 I 0
ro 1
1
+ KEYWAY
FILTER FABRIC J PAY LIMITS
171G1VAT0N ONLY
NOTES:
ORIGINAL GROUND
1, SEE SEC• &01:
2. wsDOT/APWA 9-03.12[4].
3. CHAIN LINK FENCE, TYPE NO. 4 (WSDOT/APWA STANDARD) OR HANDRAIL REQUIRED WHEN ROCKERY HEIGHT IS 3'L R GREATER.
4. CAP SHALL BE CONCRETE CUSS 3000.
5. FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS.
6. FOR ROCKERY HEIGHTS EXCEEDING 4', SEE OW. NO. 5-OD7.
7. TRAFFIC RARRIERS MAY BE REQUIRED ON ROADS WITH SPEED LIMITS OF 40 MPH OR GREATER, WHERE HEIGHTS iCEED 6'. SEE CRAFTER 7
OF THE WSOOT DESIGN MANUAL
ROCK FACING UNDER SIDEWALK
KING COUNTY PUBLIC WORKS DWG. # 5-006
NOT TO SCALE
LOCK & LOAD WALL PER
AM LOCK & LOAD WALL
DETAIL SHEET
. Ia
M
0
m
1--COLLEC ok Still PER
DETAIL THIS SHEET
LOCK & LOAD .WALL
ALON 45TH
NOT TO SCALE
NOTE:
DETAIL IS FOR THE
WEST SIDE OF 45TH
PL SOUTH.
3.0' MIN z� SMALL BERM ON STEEP
SLOPE SIDE OF DITCH
ID
SWALE LINER 20 MIL PVC 11 110 YARD DRAIN F
OR EOUNALENT WITH 1
FOOT MINIMUM COVER I'
DEPTH
SWALE WITH YARD DRAIN DETAIL
ND TO _ r
CHAIN LINK }ENCF, TYPE NO. 4
(WSDOT/AP.VIA STANDARD) OR
HANDRAIL REQUIRED WHEN LOCK
& LOAD WAL IS 3' OR GREATER.
LOCK tit LOAD WALL PER
MANUF� 'TURES
R£COMKIENpATIONS
1" = 2'
LlNgQ60-424-555c5t
orkhlg pays Be" YOU
{Olf1'i�.OFLWA3
KING COUNTY D.D.E.S. �{`
q PORTION1OF THE NW 1/4 ANU ins ��� �i -� --
q.E, . �,M., CITY OF FEDEFZAL VI/AY, KING COUNTY WASHING]
1 TWP 21 N., RGE , FROM TITLE REPO. T (CONTINUED)
'TI O N S D IN INSTRUMENT RECORDED
EXCEF
THAT ABUTS IT. 10) SUBJECT TO THAT DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINE
S ` UNDER RECORDING NO, 20040401001569.
SHALL BE NO VEHICULAR INGRESSTREEfGRSS DIRECTLY ONTO MILITARY ROAD S. FROM LOT 1
TE TO THAT DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF, AS CONTAINED IN INSTRUMENT RECORD
S SHALL BE FROM THE ON —SITE SUBJECT
G DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND 1 1)
IiLDIN RMANENT STORM DRAIN OUTLET AS SHOWN UN lrlr- 1-1
PSERVICESO(DDES) CONSTRUCTION UNDER RECORDING N0, 20050207001841.
'SAYS SHALL BE CONNECTED TO THE PE
NGS P#414 3 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL
OFTRANSPORTATION. THIS
CBE SUBMITTED
ITTHE
PTIAN
DR THE DEPARTMENT THE DRAINS MUST;
BEONSTRUCTEDAND APPROVED SIORTOHEFIBUILDING
T. ALL CONNECTIONS OF 05OTDESIGNATED INDIVIDUAL
LOT INFILTRATION
LNASTH£ SYSTEMS
CTION APPROVAL. FOR THHALCOMPLYWTHPLANSON FILE.
UCTED AT THE TIME OF THE: BUILDING
BE CONSTR
LL
D PLASTIC CAP STAMPED "ESM, LLC LS 34133 TlOIV 4F LOT LINES7WITH SHALL
STREET IMPROVEMENTS FASPHALTHE THE
LOTBAR AN
LOT ANGLE POINTS, EXCEPT A5 NOTED, THE. INTERS
RENCED BY A BRASS TAG STAMPED CORNERS QRCSTREEC MONUMENTS NOT SEC AT THEHITIME OF PLAT RECORDING SHALL BE
ISION OF THE LOT LINE. LOT F THE MAIN LED FOR AND SHALL BE SET AS CONSTRUCTION IS COMPLETED.
NS
ER STUBS HAVE BEEN INSTALLED WITH THE CONSTRUCTION FLOOR EVA0ON REQUIRED TOEOBTAIN SYSTEM,
GRAVITYE FL.OWRINTO THEMAIN
SEWER
HOSE PIPES WILL DETERMINE THE MINIMUM FINISH
:R SYSTEM. THE PLANS ON FILE WITH hEENT. ON THEHAVEN YTY LOTS SHOWNHHEREON T�ESAPP APPLICATION
O TONEBUILDING
EWER STUB
;N DRAWINGS FOR ANY FUTURE DEVELOP
AA SHALL INCLUDE ENGINEERING
TE PLAN FROM HEETLICENSED OF THE PROFESSIONAL
SURVEYOR
FLdOR ELEVATION.
A COPY OF THE
RESERVE TRACTS, RECREATION, OPEN SPACE, TlSITESRFOR PURPOSES
;T5 A, B. C, FOR
AND D ARE CONSIDERED "TRACTSR" PURSUANT TO KCC 19A.04.330; A SPACE, TRACT" IS LAND RESERVED
]IFIC USES INCLUDING, BUT NOT LIMITED TO,
ER RETENTION, UTILITY FACILITIESNACCESS.TRACTS ARE NOT CONSIDERED LOTS OR BUILDING
RESIDENTIAL DWELING CONSTRUCTION.L AN EQ D UNDIVIDED
CT "A" IS A SENSITIVE AREA TRACT. OWNERSHfIP OF A LOT WITHIN THIS LA
AINTENANC;=
IP INTEREST 1N TRACT "A", AND AN EQUAL AND UNDIVIDED RESPON5181LITY FOR THE MAND PROTECTION
�ERSH
SAID SENSITIVE AREA TRACT.
.CT "B" IS A STORM DRAINAGE TRACT ANDS CONVEY
TO THE CITY OF FEDERAL WAY FOR OWNERSHIP AND
!iTEIdANCE PURPOSES UPON RECORDING 0 l
HOMEOWNERS' ASSOCIATION UPON RECORDINGOF ASSOCIATIONFAILACT "C" IS FOR THE RECREATIONAL PURPOSE51� ER THE BENEFIT OF ALL THE LOT OWNERS THIS PkAT AND I
ACATED AND CONVEYED TO THE NORTHLAKE R
30CIATION SHALL- BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "C , SHOULD THE HOMEOWNERS'
RLY MAINTAIN SAID TRACT "C" THEN THE OWNERS OF ALL LOTS 1 THROUGH 37 SHALL BE RESPONSIBLE FOR THE
PROPS
INTENANCE OF THE PRIVATE FACILITIES.
RIM
FUNCTIONING LEGAL ENTITY. SAID HOMEOWNERS' ASSOCIATION�T FSHALL OWN
E OWNERS OF ALL THE LOTS 1 THROUGH 37 I�ULUSIVE ARE RESPONSIBLE FOR PROVIDING THROVED AT THE NRTHLAKE
MEOWNERS' ASSOCIATION CONTINUES TO BE A
D MAINTAIN THE TRACT AS INDICATED AND CONVEYED HEREIN, UNLESS OTHERWISE IS BIN
IT'S SUCCESSOR AGENCY. THIS COVENANT SHALL
RUN
NDW17H THE S. [AND AND 15 BINDING UPON THE OWNERS OF ALL
�Y OR
TS 1 THROUGH 37 INCLUSIVE, THEIR HERS, SUCCESSORS
EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE
'.ACT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS,
T USE
ROAD STANDARDS. OWNERSHIP OF LOTS 26 AND 7 WITHIN
THIS
PLAT
:NEFT OF THE OWNERS OF LOTS 26 AND 27 D SHALL BE A MINIMUM OF 20' WIDE AND IMPROVED AS A JOIN
;IVEWAY PER SECTION 3.01 OF THE KING COUNTYAND AN EQUAL AND
ITY
CLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT " D' ,
THE MAINTENANCE OF SAID TRACT. DIRECT VEHICULAR ACCESS TO AND FROM LOTS 25 AND 28 VIA TRACT "D" 15
3R
ROHI! KITED,
OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES). ANY DEVIATION
-O ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED ENGINEERING PLANS,
#4146 ON FILE WITH KING COUNTY DEPARTMENT
COUNTY.KING
ROM THE APPROVED PLANS WILL. REQUIRE WRITTEN APPROVAL FROM TRATIONDRAINAGE OVER THE EXTERIOR TEN (10) FEET
1 O FOOT PRIVATE D.RAlNAGE EASEMENT FOR DOWNSPOUT AND OWNER'S OF SAID LOTS SHALL PARALLEL
RESPONSIBLE FOR ; ADJOINING
I THROUGH 3, 6, 7, 9, 13 THROUGH 15i 18 19HENO 31 THROUGH 37 LYING ALL B EHA ITH AND SPONSIBLE HRR:HE
IF LOTS
330TH PLACE AND 47TH PLACE S. WLTHiN SAID PLA
4AINTENANCE OF THAT POR71ON I F T OF E IN
DRAINAGE
❑RAiNAGEUFACILIT ES USED E INCCOMMON. U(SEE TABLE)
r ►aeialTFNANCE OF THAT nni. I oTc; nFRIVING BENEFIT:
__ — no TUC nPMFFIT OF LOTS 20
12) INTENTIONALLY OMITTED.
EASEMENT DEDICATIONS
AND MAINTAIN THE UTILITIES REFERENCED "SANITARY SEWERUI EASEMENT"
AND UPON
UPON
IS HEREBY IRREVOCABLY RESERVED FOR AND GRANTED TO LAKEHAVEN UTILITY DISTRICT.HEREIN AND ITS HEIRS,
1} AN EASEMENT
SUCCESSORS AND ASSIGNS, FOR kN LONG AS D SHALL d
REPAIR AND OPERATE WATER AND SEWER MAD ENTER UPONEASEMENTS APPURTENANCES
THIS ' D OR
THC AREA SHOWN ON THE PLAT AND D1�SCRlBED HEREIN A5 'WATERI.iNE EASEME 5A (WAND LE) OR TE
(SSE) TO INSTALL, MAINTAIN, REP LACE,
SUBDIVISION AND OTHER PROPERTY TOGETHER WITH THE ERY, FENCE,
TREES. OF SAID EASEMENT AREA. NO EXCAVATION SHALL.
DENT THERETO. NO BUILDING, WALL, ROCKERY,TPENCE, TREES, OR STRUCTURE OF ANY URFACEAL�VEL OF THE
PURPOSES INCIDENT
PLANTED, NOR SHALL ANY FILL MATERIAL BE PLACED WITHIN
BE MADE WITHIN THREE (3) FEET OF SAID WATER OR SANITARY SEWER SERVICE FACILITIES ALy EXISTING. ND THE
SHALL_ BE MAINTAINED AT THE ELEVATION ASDCURRENT
SHALL BE CONSTR CTEDNORRl-4GAT ED $ $UGH
GROUND WITHIN THE EASEMENT AREA
AGREES THAT NO WATER AND/R SEWER FACiI lTY TH APPURTENANCE OF
WITH N HE ITHEN—CURRENT EDITION OF THE -HER
FOR
ANY THIRD PARTY ACTING UNDER AUTHORITY OF M NCE WITH
WITHIN R PROXIMATE TO SAiN OF THEUR-HERLAGREES
GRANTOR, OR A
INSTALLATION IS IS APPROVED BY GRANTEE AND i5 IN CONED
AUTHORITY OF GRANTER, WITHIN THREE (3) FEET,
APPURTENANCE OF ANY KIND, INCLUDING UTILITY SERViGE GONNECTIC3NS, SHALL BE
SEWAGE WORKS DESIGN" PUBLISHED
BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. GRANTOR OR
THAT NO OTHER UTILITY FACILITY
INCL�E5 MEASURED VERTICALLY FOR CROSSING
CONSTRUCT � ��AYEDOR PARALLEBY L-ALGNMENT5,, OR AN1 R WITHIN _' SIX (G)N
MEASURED
USE OF SUCH ADDITIONAL AREA IMMEDIATE OP -RATION ADJACENT
SAID
IGNM£NTS, ❑F ANY PORTION OF THE GRAN TEE`S FACILITIES. GRANTOR ADDITIONALLY GRANTS TO THE . LAKETO
HA
PERPENDICULAR AL
UTILITY DISTRICT AND ITS AGENTS, SUCCESSORS AND ASSIGNS T
USE OF SUCH ADDITIONAL AREA SHALL BE TERED TO A 13YST EBLAKEHIAVENMUTILi1Y
AND
SAID EASEMENT AREA AS SHALL BE REQUIRED FOR THE CONSTRUCTION, RECONSTRUCTION, ELD MAINTENANCE
WATER AND SANITARY SEWER FACILITIES. T
BE RETURNED TO THE CONDITION EXISTING IMMEDIATELY BEFORE L15 O PROPERTY PROPERTY SUBJECT E THE EASEMENT THAT WOULD
ENTS, SUCCESSORS AND A551GN5, IN AD DITIO �� O THE OTHER RESTRICTIONS HEREIN, GRANTOR SHALL NOT
DISTRICT, ITS AG
CONVEY TO A THIRD PARTY ANY EASEMENT OR OTHER RIGHT
IMPAIR OR LIMIT THE USE. OF THE EASEMENT RIGHTS GRANTED HEREIN.
COMPANY, AND COMCAST CABLE COMPANY AND OTHER
ALL OTS TRACTS
EASEMENT 15 HEREBY RESERVED FOR AND CONVEYED
TO PUGEC SOUND ENERGY, INC. (ELECTRIC COMPANUTILITY
Y), PUG
2} AET
N EASE UNDER THE EXTERIOR TEN (10) FEET
SOUND ENERGY, INC. (GAS COMPANY}, QWEST TELEPHONE UNDER A STRIP OF LAND 5 FEET IN
PROVIDERS AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, A}
AND SPACES WITHIN THE PLAT LYING PARALLEL WITH AND ADD WITHIN
ALL � R&EYES}q� ]EASEMENT OVER THE ABOVE DESCRIBED
TRACTS AND OPEN SPACES LOCATED WITHIN RIVE 'A80V ]DESCRIBED PROPERTY BEING PARALLEL TO AND
WIDTH ACROSS ALL LOTS.AREA
COINCIDENT WITH THE BOUNDARIES flF ALL ALLEYWAYS AND PRlVAT WITH THE LENGTH OF
PROPERTY FOR VAULTS, PEDESTALS AND RELATED
AL 15TFEET IN B. THE
WIDTH LFORNA ' TOT) WI T WHICH TFEET) CONSTRUCT. {OPERATE,
VAULT EASEMENT MAY OCCUPY UP TO AN AD
EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF THE ABUTS, D FOR THE PURPOSE OF SERVING THIS SUBDIVISION
REPAIR REPLACE AND ENLARGE UNDERGROUND PIPES. TDHER' CABLES, AND WIRES WITH A HER WITH
THE RIGHT TO
MAINTAIN,
CONVENIENT UNLERGROUND OR GROUND -MOUNTING APPURTENANCESTEL
AND SPACES AT ALL. TIMES FOR THE pl]ftP4 TNEIRER GINALTCONDTI N BY THE NTSOR
AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TELEVISION AND OTHERBLERPO SERVICE, TED. THESE PLACED ENTER UPON THE STREETS, LOTS, TRACTS,NEAR ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORERS ME SHALLSBEOUNDERGROUND OR IN'CONDUIT ATTACHED TO A
NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TELEVISION SHALL E
UTILITY. ,
BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS T
BUILDING.
FIVE 5 FEET OF ALL LOTS, TRACTS AND SPACES WIlfFIjN.
AND ENLARGE
3 A NON—EXCLUSIVE EASEMENT k5 HEREBY RESERVED FOR AND CONVEYED TO LAKEHAVEN UTIACE AND ITS H
SUCCESSORS AND ASSIGNS, AT LYING
UNDER THE EXTERIOR ( )
METERS AND FIRE HYDRANTS TOGETHER WITH AL THE
TTO ENTER UPON THE STREETS, LOTS.
RETO FOR THE
PARALLEL WITH AND ADJOINING ALL STREETS}; IN WHICH TO CONSTRUCT, OPERATE, MAINTAIN,
WATER SERVICE LINES, WATER
TRACTS, OF SERVING SPACES AT THIS
ALL TIMES SION F R THE PURPOSESTH WATER HEREIN 5 ATED• WITH
TRACTS,
PEE
R OBSTRUCTIONS (INCLUDING BUT NOT LIMITED ITO DECKS, C DRAINAGE EASEMENTS. S�BADDIT OVALLY, G_RADING�A� MA LL NOT
STrRUCTURES, FILL O
BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUB
CONSTRUCTION OF FENCING SHALT. NOT Ca ALLOWED
NTY ED Wil ITS SUCCESSOR AGENCY. EASEMENTS SHOWN O
UNLESS OTHERWISE APPROVED BY KING
TH
CITY OF
- WITH THIS PLAT NOT SHOWN A5 "PRIVATE" ARE HEREBY
pl}RPOSEE OF CONVEY NG D AND EST RING, MANAGING
FN ERAL
ALL DRAINAGE EASEMENTS W
FEDERAL- WAY, A POLITICAL SUBDIVISION OF THE STATE OF GINEE INON,
ACCESS (INGRESS AND EGRESS), TO ENTER FACILITIES INCONTAEASEMENT
THEREN THE
AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT SY T
WAY, TOGETHER WITH THE RIGHT OF REASON AB
PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGETHE
PROPERTY l5 THE RESPONSIBILITY OF THE PROPERTY oWN NTY RESTATE
EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANC^ SY THE CITY OF FEDERAL
NOTE THAT nr r%owmAr_F FA( -II ITIE5 QN PRIVATE PR �� . �,�r�i APOPMAl FROM KING C .,n
-J0
CENTER OF THE SE 1/4
OF SECTION 15, TWP, 21
N., RGE. 4 E., W.M.
L15
•
5.17
,v,s • JV JJ L
N37'38'53"E
L16
730.71
N35'50'01 "W
-Cl 7
4.67
NO1-12'33"E
L18
39.96
N13-41'32"W
L19
5.25
N10'54'50"E
L20
31.19
N10-54'50"E
721
25.94
N10-54'50"E
L22
26.95
N12-34'42"W
L23
18.19
N00'08' 14"W
L24
49,09
NO2-19'39"W
L25
32.70
N14-09'27"W
726
23.71
N75'31'23"W
L27
49.46
N86'58'53"W
L28
32.29
N65'28'49"W
L29
18.42
N69'04' 14"E
L30
54.22
N00'43'42"E
L31
18.87
N35'27'24"E
L32
23.40
N51'52'01 "E
L33
48.05
N89'16'18"W
L34
8.51
N01' 12'33"E
L35
9.54
N69.04' 13"E
L36
OMITTED
L37
34.62
N86-29'19"E
L38
9.11
N73'08'26"W
L39
10.44
N42-45'23"W
FIL40
35.99
N25'43'51 "W
L41
30.24
NO3'35'28"E
L42
25.29
N89'26'34"W
L43
42.53
N77'43'45"W
L44
30.00
N00'05'37"E
L45
26.12
N35'52'37"E
L46
18.04
N01'00'38"E
L47
8.52
N34-42'32"W
L48?;>
12.43
N 68' 48' 1 1 "E
L49
L50
25•20
55.410
N89'43'29"E
N01'12I33"E
L51
13.79
k N69'0528"E
_tjt52
27,96
69.04' 14"E
L53.
25.99
N8.8'47'27"W
L54
25.60.
N45'08'43"E
L55
25,00
N44'51' 17"W
L56
25,00
N45'0E3'43"E
L57
25.00
N44'S1 "i7"W
L58
2.00
N01' 12'.33"E
L5'9
18.50
N89' 16'18'1N
-
---�-- 94.00--------- o (t7,630 S.F.) cp
I !
_'J o L15.
�.�
to
01 28 o-'`) N'------ N 89'16'18' W---- I I
N
N
O
i (f5,640 S. cD:---------- 122.04'---, ^p ,j1
! !
o -v
w
! N 89'16'18" W-•94.00'-;L59
'L17 27 ! M
(t5,353 S.F.) U
! N ! N89' 16' 18"W -`--84.65'
------- 94.00--------N89'16'18"W--103.151 l o
I TRACT ® o ! n L58 + l
o rr 0�
I INGRESS, EGRESS, PRIVATE I 25 oN o; 26
DRAINAGE AND UTILITIES I (t4,700 S.F.) �� (t5,325 S.F.)--� J
! (SEE NOTE #10 ON SHEET 6 OF 6) /
! r (f2,296 S.F.) �`1 1
------------N89'16'18"W--177.69'---
L/0
3
(f7,148 S.F.) C11
JJ I S s�{�� \ N 60'20'56" E (R)
-----N 89'16'18"
co U
� -o �------ 107.12'------
Lq L53 co ' 23 C10 1 1
I I ry c ! (t5,342 S.F.)
! T
I N 53-44'03" W (R) ', -
o N 89'16'18" W--- w
! z C5
1 17.14' of
I N 89' 16' 18" W ! rr---- --- -, l
$6.�7'-----,
N 28.26 47 W (R) !
21 CDN
;Jo.O 2� ol�
00 ! o 00 (f9,438 S F.), co
(f4,871 S.F.) , LC)
I CO °a
I � " ' -- N 89'1 `t 6'18" W---' w
LEGEND
QUARTER CORNER CALCULATED
SECTION CORNER CALCULATED --
15' 1
r 413 SCALE: 1 " = 50'
99.00
C I 20
oI
F o o 50 25 0 50 100
S.
� �
20' 0
' J
_-_--- 99.QQ---------- I •-- n5.18'
N 89' 1 6' 1 r " W 5 24.25' STATE ROUTE 18 ALIGNMENT PER
BOUNDARY LINE�-j:�
SECTION LINE
226.06'
WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION PLANS JCT. P.S.H.
NO. 1 TO AUBURN, R.O.W. SHEET 5
OF 9 SHEETS, DATED 12-21-1954,
DRAWER 16, SEQUENCE 3„
4�-.'3o-z06J a
�n5�, VlJ YT1Y V.3
-10 ESM POINT #5510
(VISITED JANUARY, 2005)
rl ,
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p�
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N
TRACT A
om
STA PC 49+44.31
FOUND 1-1 /2' ALUMINIUM DISK
SET IN CONCRETE MONUMENT
IN CASE, DOWN 0.1'
ESM POINT #5511
(VISITED JANUARY, 2005)
1. �C3,10
LO 4-
0
�N
OO
C� O �
r �RpplPl-i E
STA 128+24.44�
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0
F-
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STA 127+59.88
G�i v (REF. # 12)
J J �
CONSULTING ENGINEERS L L C
20021 120th Avenue I I I
Suite 103
Bothell, WA 9801 1 -8248 FEDERAL WAY (253) 838-6113
BOTHELL (425) 415-6144
www.esmcivil.com ELLENSBURG (509) 674-1905 -
Civil Engineering Land Surveying Land Planning
Public Works l Project Management I Landscape Architecture
DATE . 10-29-2008
PRAWN BY! GSL/Jn(`.
JOB NO. 1062-003-004
c-ucC-r A ^rl
-• • �uLG, �rltt l 6
I:
OF 6
OTE
-OTS 1 -15 INCLUSIVE,
USfVE, ARE RpUIRED
T
25, 26 ANQ 33-37_ I o
TO
HAVE A MINIMUM
STH OF TRENCH PER SHEET 17 OF THE I'
ROVED PLAN AND
PROFILE P-4146, UNLESS I
-RWISE APPROVED 61 DDE5 OIL SUCCEEDING j. w
JCY WITH ADDITIONAL
DRAINAGE REVIEW, "
!M
HE MAXIMUM IMPERVIOUS SURFACE PER 1 N SHALL BE 2700
L4
SQUARE FEET, EXCEPT j. :-
DRIVEWAY WITHIN THE PIPE STEM ; �--
AREA OF
12, 22 AND 28 SHALL BE EXCLUDED PER z
T 9 OF THE APPROVED
Q
PROFILE P-4146,
ENGINEERING PLAN
-�
i
CURVE TABLE
'E DELTA RADIUS
69,00--s
LENGTH,15�
2
60'20'40" 25,00
26.33
14'07'35" 25.00
6.16
39'24'51 " 46.00
31.64
29' 17'06" 25.00
12.78
65'55'00" 46.00
52.92
25'28'31 " 25.00
1 1.12
11'56'26" 25.00
5.21 ,
13'32'05" 25.00
5.91
41'41'17" 25.00
18,19
42'48' 15" 25.00
18.68
17'25'06" 25.00
7.60
-
20'22' 15" 15.00
5.33 r
30'23'D3" 15,00
7.95 f
17'01'32" 15.00
4.46
No'
4
29'19'19" 15.00
7.68
11'42'49" 15.00
- -- 59 0`�
77'49'22" 15.00
20,37 N 2•S 0'
35'47'00" 15.00
9.37 _
20'S5' 18" 15.00
5.48 (0
43'36'38" :46.00
35.01 11 M
74'28' 1$" 25.00
84'28'03"
32.49
O
J
104,00 153.32
Co
LINE
TABLE
F-
LENGTH BEARING
W
4.81
26.11
NO1.12'33"E
W
N01'03'27"E
12.18
N30'20'33"E
26.92'
'
N16'45'24"E
W
35.69
N58-26'41 "E
W
7.64
N58'26'41 "E
U)
28.05
N58'26'41 "E
50.64
N05'09'22. "W
37.21
N05'09'22 "W
13.43
N05'09'22 "W
31.51
N37'38'531
26.34
N37-38'53"E
5.17
N37'38'53"E
30.71
N35'S0'01 "W
4.67
NO1'12'33"E
39.96
N13'41'32"W
5.25
N 10'54'50" E
31.19
N i 0'54'50"E
25.94
N10-54'50"E
26.95
N12'34'42"W
18.19
NOO'08'14"W
19.09
NO2' 19'39 "W
52.70
Nil n•nn1n 11..
SEE SHF�IT 5 OF 6
15' PUBLIC ACCESS
DRAINAGE EASEMENT
(SEE DETAIL "A")��}�,,
10' PUBLIC STORM
DRAINAGE EASEMENT
(SEE DETAIL "A")
f / \
L42 // TRACT A
' 1 / STEEP SLOPE PROTECTION
(SEE NOTE #6 ON SHEET 6 OF 6)
(±215,754 S.F.)
STA PC 42+81.56
FOUND 3/8" NAIL IN
CONCRETE MONUMENT IN
CASE, DOWN 1.2'
ESM POINT #5507
(VISITED JANUARY, 2005)
SOUTH PEASLEY CANYON ROAD
ALIGNMENT PER KING COUNTY
PUBLIC WORKS, PEASLEY CANYON.
ROAD -- PHASE I, SHEET 3 OF $
SHEETS, 304-328, AND KING
COUNTY PUBLIC WORKS, PEASLEY
CANYON ROAD -- PHASE 11, SURVEY
NO. 15.21.4,14. SHEETS 6, 7 & 8
OF 8 SHEETS, 306-21 E, F& G
DETAIL
10,04'
10' PUBLIC STORM
DRAINAGE EASEMENT/ / 5 29'
qt// /
FRACT A
I f/
/
TRACT A
\-0
-1 lws:
o \ a
a 1 - TRACT-C
L k86'14'OK'w 75.27' f
N86' 14'07" W 81�49' f
N83'S7'48"yy 10.17'
N83'57'48"
5 TRACT B
STA PT 46+87.34
FOUND 3/8" NAIL IN
(n . CONCRETE MONUMENT IN
CASE, DOWN 0.9'
-® ESM POINT #5510.
rn (VISITED JANUARY, 2005)
� 4 I
/I