16-105007FILE
CITY of
L Federal Way
April 25, 2017
Eric LaBrie
ESM Consulting Engineers LLC
33400 8th Ave South, Suite 205
Federal Way, WA 98003
eric. labrie@esn7civil. cote
RE: File #16-105007-00-SU; SHORT PLAT APPROVAL
Daniel Lee Short Plat, 36027 61h Avenue SW, Federal Way
Dear Mr. LaBrie:
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
The Community Development Department has completed the administrative short subdivision review for
Daniel Lee Short Plat. The applicant proposes to subdivide one single-family residential lot into nine
single-family residential lots, stormwater Tract "A", public road, and access easement Tract "B". The
City received the application on October 13, 2016, and deemed it complete November 10, 2016.
The City of Federal Way hereby grants conditional preliminary approval of the Daniel Lee Short Plat,
subject to the conditions noted below. This preliminary approval corresponds to, but is not limited to, the
following documents submitted by the applicant:
1. Three -page short plat drawing, prepared by ESM Consulting Engineers, LLC, date stamped
resubmitted March 22, 2017
2. Engineering Plan sheets C1.0-C7.0, prepared by ESM Consulting Engineers, LLC, date stamped
resubmitted March 22, 2017.
3. Preliminary Technical Information Report (TIR), prepared by ESM Consulting Engineers, LLC, date
stamped resubmitted February 13, 2017.
4. School Access Analysis, prepared by ESM Consulting Engineers, LLC, date stamped resubmitted
April 19, 2017.
CONCLUSION
This Decision of the Director is based on the enclosed Statement of Facts (Exhibit A) and is in accordance
with the following criteria pursuant to Federal Way Revised Code (FWRC) 1830.1 10(2):
1. The proposed short subdivision is consistent with the comprehensive plan;
2. The proposed short subdivision is consistent with all applicable provisions of this title;
3. The proposed short subdivision is consistent with the public health, safety, and welfare;
4. The proposed short subdivision is consistent with the ten -item subdivision purpose statement
listed in FWRC 18.05.020; and
5. It is consistent with applicable development standards listed in the subdivision code's desicln
criteria, required improvements, other applicable ordinances or regulations of the city, and
Revised Code of Washing -ton (RCW) 58.17.060 and 58.17.110.
Mr. LaBrie
April 25. 2017
Page 2
CONDITIONS OF APPROVAL
The following conditions are reasonably necessary to eliminate or minimize any undesirable effects of
granting the application. The following conditions are hereby incorporated as part of the short subdivision
decision. Unless otherwise permitted in FWRC 18.30.280, all conditions shall be met prior to plat
recording:
1) The applicant must obtain Engineering approval and authorization to proceed from the
Public Works Department prior to construction of plat infrastructure. The engineering plans
and technical information report must be revised per review comments provided on January
20, 2017, and submitted for Engineering Review.
2) A streetlight along 6`" Ave SW and internal road is required. Prior to the City's approval of
engineering plans, the applicant shall submit a streetlight plan to the Public Works Department
for approval. The streetlight plan must be prepared by a licensed engineer and shall meet the
streetlight standards.
3) A revised Tree Preservation Plan is required to be submitted wish the EN drawings. The plan
must depict where the tree units will be provided on -site and a revised tree unit calculation.
4) Lot 6 access will be determined during engineering review.
5) Prior to recording, a separate statutory warranty deed for public right-of-way dedication will
be required. A legal description and exhibit map, stamped and signed by a PLS, must be
provided.
6) Prior to recording, the applicant shall provide the City's Parks Department a fee -in -lieu
payment for open space in the amount of 15 percent of the most recent assessed land value
of the subject property and provide a voluntary letter authorizing the city to use the open
space fee -in -lieu in any of the Parks Planning Areas the city wishes.
7) Prior to recording, the addresses identified in item #17 shall be depicted on the face of the
short plat document.
8) Prior to recording, "Road A" should be labeled as SW 360"' Place on the short plat drawing.
9) Prior to recording, the existing single family house and accessory structures must be
removed.
10) The applicant is required to pay a transportation impact fee (TIF) for each lot. The fee will
be assessed and collected from the applicant when the building permit is issued, using the
fee schedule then in effect.
ENGINEERING REQUIREMENTS
Preliminary approval of the short plat does not constitute approval for land clearing or grading, vegetation
removal, or any other activities that otherwise require perm its from the City. Prior to construction of any
improvements, the applicant must receive engineering approval for all road improvements and storm
drainage facilities. No permits or authorization to begin construction or site work will be granted until
final approval of all engineering plans, the payment of all fees, and the submittal of performance
securities, as may be required.
RECORDING
Upon completion and inspection of all required frontage improvements, stormwater facilities, and other
infi-astructure improvements, the applicant shall submit as -built plans to the Public Works Department for
review. Following department approval of as -built plans, payment of outstanding fees, and completion of
applicable conditions of approval; the short subdivision drawing will be recorded by the city (at the
16-10007-00-su Doc LD 7i609
Mr. LaBrie
April 25, 2017
Paec 3
expense of the applicant) with the King County Division of Elections and Records. Fees change
periodically; please check with the City for current recording fees before submitting.
APPEAL PROCESS
Pursuant to FWRC 18.30.140, any person who is mailed a copy of this decision may appeal the decision
within 14 calendar days of the date of issuance. The decision may be appealed in the form of a letter
delivered to the Community Development Department by 5:00 p.m., May 12, 2017, at the following
address: 33325 8"' Avenue South, Federal Way, WA 98003. An appeal letter must contain a clear
reference to the matter being appealed, along with a copy of the decision. A statement of the alleged
errors in the decision and required appeal fee must be included. Any additional requirements of FWRC
18.30.140 must be followed.
STATE ENV-IRONMENTAL POLICY ACT
The proposal is exempt from a SEPA threshold determination pursuant to Washington Adminisirative
Code (WAC) 197-1 1-800(6)(d).
DURATION OF APPROVAL
Short subdivision approval shall expire five years from the date of this decision. Opportunities for time
extensions are available pursuant to criteria listed in FWRC 18.05.090.
REQUESTS FOR CHANGE OF VALUATION
Any affected property owners may request a change in valuation for property tax purposes,
notwithstanding any program of revaluation.
CLOSING
Any questions or concerns regarding this decision can be forwarded to Associate Planner Becky Chapin
at 253-835-2641, or becky.chapin@cityoffederalway. corn.
Sincerely,
Brian Davis
Director of Community Development
enc. Statement of Facts
Short Plat Documents stamped "Preliminary Approval"
e: Daniel Lee, dlee0086@y1yahoo.com
Evan Mann. evan.mann(c?esmcivil.com
Mardell Princen, 36005 6th Ave SW. Federal Way. WA 98023
Becky Chapin, Associate Planner
Peter Lawrence, Plans Examiner
Ann Dower, Senior Engineering Plans Reviewer
Sarady Long, Senior Transportation Planning Engineer
16-105007-00-SU
Doc I D 7.%09
CITY OF
flay
Exhibit A
Statement of Facts
Daniel Lee Short Plat, File No. 16-105007-00-SU
The Planning Division hereby makes the following Findings_of Facts pursuant to content requirements of
the Short Subdivision decision as set forth in Federal Way Revised Code (FWRC) 18.30.110. These facts
are in reference to King County tax parcel number 302104-9051 located at 36027 6°i Avenue SW, Federal
Way.
1. Proposal — The applicant proposes to subdivide one existing 136,540 square -foot (3.13-acre) single-
family lot into nine single-family residential lots and one stormwater tract. As shown on the short
plat, the following are the net square footage for each lot/tract:
Lot 1
10,230 sq. ft.
Lot 7
9,710 sq. ft.
Lot 2
9,910 sq. ft.
Lot 8
9,655 sq. ft.
Lot 3
9,680 sq. ft.
Lot 9
9,670 sq. ft.
Lot
9,625 sq. ft.
11,035 sq. ft. (net)
Lot 5
9,605 sq. ft.
Tract A
24,990 sq. ft.
Lot 6
9,630 sq. ft.
Tract B
4,035 sq. ft.
2. Review Process — Pursuant to FWRC Chapter 18.30 `Short Subdivision Plats,' the proposed
short plat is subject to administrative review and decision rendered by the Director of
Community Development. The proposal has been reviewed by staff from the Department of
Community Development, Public Works, Lakehaven Water & Sewer, and South King Fire and
Rescue. City staff used the following FWRC development regulations when reviewing the short
subdivision application: Title 16 `Surface Water Management;' Title 18 `Subdivisions;' and
Title 19, `Zoning and Development Code.'
3. Site Profile — The subject property is located on the east side of 6"' Avenue SW, between SW
36151 Street and SW 356"' Street. The 3.14-arce parcel is currently developed with a single-
family residence and associated garage, outbuildings, paved driveways, and landscaped areas.
The remainder of the site is vegetated with a few trees, shrubs, and tall grasses. The property
slopes gently to the north at 4 to 6 percent and there is a slope of approximately 15 percent in the
northwest corner of the site.
4. Comprehensive Plan — The subject property's comprehensive plan designation is Single-
Family— High -Density Residential. The proposal provides an urban density consistent with the
Federal Way Comprehensive Plcna (FWCP) designation. The proposal meets relevant goals and
policies'ofthe FWCP.
5. Density and Dimensions — The subject property is located within a Single -Family Residential
(RS 9.6) zone with a minimum lot size requirement of 9,600 square feet. The proposal meets the
density requirement as noted above. FWRC 19.200.010 "Detached Dwelling Unit" prescribes
setbacks, height, parking, and lot coverage requirements. The proposed site plan depicts meeting
the 20-foot front, 5-foot side, and 5-foot rear setbacks required by code. Lot 1 is a corner lot; the
10-foot side yard setback adjacent to the right-of-way is accurately depicted. Future building
permit applications will be reviewed for compliance with these provisions.
6. State Environmental Policy Act (SEPA) — The nine -lot short plat is exempt from environmental
review pursuant to Washington Administrative Code (WAC) 197-11-800(6)(d).
7. Public Notice & Comment — A Notice of Land Use Application for the short subdivision was
published in the Federal Way Mirror and posted at the subject property and city designated
notice boards on November 23, 2016. One comment letter was received via email on December
8, 2016, pertaining to runoft%stormwater, property lines, and trees. A copy of the decision shall
be mailed to all interested parties.
8. Critical Areas — The City's Critical Areas Map does not identify any wetlands, fish and wildlife
habitat resource areas, geologically hazardous areas, or critical aquifer recharge areas within the
boundaries of the subject property.
9. Open Space — As the City continues to grow with each new development and increase in
residents, the need for additional recreation demand will follow. Providing open space with the
new development is necessary to address the recreation needs of the growing community. As
part of the City's Parks, Recreation, and Open Space Plan (2013) the City has adopted the
following core values, goals, and policies regarding recreation and open space:
Core Value #3: Retain and Improve Our Open Space.
Open spaces and natural areas in the City provide an array of benefits to people and wildlife
and can contribute to enhancing water quality in the community.
Core Value 45: Provide a Balance of Services for a Diverse Population.
Understanding the population being served and providing programs and opportunities that
reflect residents' needs and interests is a major goal of the Plan. Federal Way's park systern
should provide a variety of options for active and passive recreation opportunities.
Goal B.1: Improve and maintain all neighborhood parks to 777aximize safety, visibility,
usability, appeal, and identity.
Policy B.2: Plan for improvements to neighborhood parks based on their unique potential
and designated role in the City. -wide systern.
Policy B.3: Explore ways to allow for informal play opportunities by incorporating
unprogrammed spaces such as fields and forested areas.
Goal C.1: Maintain City parks and open spaces so that they are inviting to users and offer
facilities and activities based on the potential of each property and community need.
Policy C.1: Develop a more recognizable and inviting park and open space system.
Goal L. I. Manage environmentally sensitive lands for long-term7 ecosystem health and
biodiversity of natural systems, while making them accessible to the community.
Policy L.1: Maintain open spaces so that they are accessible to residents.
Goal N.1: Preserve privately -owned open spaces with envir077777ental constraints through
incentive -based programs to provide `breathing -room' open space.
Policy N.3: To gain maximurn effect on overall parks and recreation systern, audit and revise
City code requirements for on -site open space, and revise to require contribution to larger
parks system rather than small, on -site parcels.
As proposed, the added residents in the 9-lot short plat will increase the dernand for recreation
activities and usable open space. Pursuant to FWRC 18.55.060, in order to reasonably mitigate
the impact of development, the appl [cant is required to provide open space in the amount of 15
percent of the gross land area of the property. As proposed, there is limited space to provide on -
site open space and the applicant has requested that a fee in lieu of open space be provided.
Statement of Pacts Page 2
Daniel Lee Short Plat I6-105007/Doc. I.D. 75489
The Parks Department has agreed to allow the applicant to pay a fee in lieu of open space as
allowed by FWRC 18.55.060(2). Prior to plat recording, the applicant will be required to pay 15
percent of the most recent assessed land value of the subject property pursuant to limitations set
forth in FWRC 19.100.070(1). The applicant must also provide a voluntary letter authorizing the
city to use the open space fee -in -lieu in any of the Parks Planning Areas the city wishes.
10. Tree and Vegetation Retention/Replacement— Per FWRC 19.120.130(2), single-family
residential zones are required to maintain a minimum of 25 tree units per acre. The total amount
of tree units required for the short subdivision is calculated by multiplying gross site acreage,
minus any proposed public/private street by the required tree density per FWRC 19.120.130(3).
Per the short plat drawing, the gross acreage of the site is 3.13 acres and the right-of-way
dedication is 0.42 acres, for a net total of 2.71 acres. The subject property requires 68 tree units
(2.71 acres multiplied by 25 tree units per acre). The applicant proposes to retain 22 tree units on
site requiring replacement of 46 tree units.
Per engineering drawing plan sheet TP-01, Tree Preservation Plan, the tree unit calculation
appears to be incorrect. The calculation is based on a 3.14-acre site and 0.30 acres right-of-way
dedication for a net total of 2.84 acres requiring 71 tree units for the site. As part of the
Engineering (EN) review, a revised Tree Preservation Plan is required. Please note, street trees
cannot be calculated as replacem( nt tree unit credits. The plan must depict where the tree units
will be provided on site and a revised tree unit calculation.
11. Concurrency — The city's Traffic Division reviewed the applicant's conctirrency application
and concludes the proposed short subdivision will generate 10 new PM peak hour trips. Traffic
Division staff have determined that all intersections impacted by one or more weekday evening
peak hour trips from the proposed development would meet the level of service (LOS) standards
with programmed improvements; therefore, a Capacity Reserve Certificate was issued October
31, 2016.
12. Transportation Impact Fee — In order to mitigate the impacts of new development on the city's
street infrastructure, the applicant will be subject to the transportation impact fee (TIF). The fee
will be assessed and collected from the applicant when the building permits are issued, using the
fee schedule then in effect.
13. Access — Lots 1-5 will access via a new Type "W" roadway including a cul-de-sac and 28-foot-
wide paved roadway. Curb, gutter, four -foot -wide planter strip with streetlights, five-foot
sidewalk, and three-foot utility strip is required on the north side of the road. Right-of-way width
shall be 44 feet. The City issued a street modification on November 1, 2016, modifying the
required road section south of the road. Per the modification decision, a four -foot -wide
landscaped strip will separate the road from the south property line.
Lot 6 access will be determined during engineering review. Access to Lots 7-9 will be via a new
20-foot paved private road within a 27-foot-wide access easement, Tract "B."
14. Street Frontage Improvements — The applicant is required to provide street frontage
improvements along 6"' Avenue SW. 6"' Avenue SW is a Minor Collector planned as a Type "S"
street, consisting of a 36-foot street with curb and gutter, four -foot planter strips with street trees,
five-foot sidewalks, and street lights in a 60-foot right-of-way. Assuming a symmetrical cross
section, half -street improvements are required as measured from the street centerline.
15. Stormwater — The project is required to meet flow control and water quality standards outlined
in the 2016 King County Sznface Water Design Manual and the Federal Way Addendum. The
Statement of Facts Page 3
Daniel Lee Short Plat 16-105007/Doc. I.D. 75489
applicant has proposed a stormwater detention pond (Tract "A") and combined water quality
facility to meet applicable flow control requirements.
The engineering plans and technical information report must be revised per review comments
provided on January 20, 2017, and submitted for Engineering Review.
16. Schools — As part of the City's initial review of the proposal, the short plat application was rooted to
the Federal Way School District for comments. Comments from the school district indicate Enterprise
Elementary, Illahee Middle School, and Todd Beamer High School will serve the proposed
subdivision. There is school bus transportation to Enterprise Elementary and Todd Beamer High
School. The closest bus stop for both schools is at 6"' Avenue SW & SW 363' Place. Students would
walk to Illahee Middle School. The school district requested that the applicant prepare a "School
Access Analysis" to the elementary, middle school, and high school to assure safe walking conditions
for students.
The applicant provided a School Access Analysis on March 22, 2017, and resubmitted a revised plan
on April 19, 2017. The school access analysis identifies a safe path of travel for students walking to
and from school and to the bus stop. Final location and design of the school access route shall be
approved by the Federal Way School District prior to issuance of construction permits for
infrastructure improvements.
A school impact fee is required to mitigate the additional new students this subdivision may add. The
school impact fee is due at the time of building permit application for new dwelling units. This fee
amount is subject to change as determined annually by the Federal Way School District.
17. Water and Sewer — The applicant proposes to serve the short subdivision with a public water supply
and distribution system managed by Lakehaven Water & Sewer. The August 1, 2016, Certificate of
Water Availability indicates Lakehaven's capacity to serve the proposed development via a Developer
Extension Agreement. Water services require an improvement to the water system of 15 +/- feet of
water main to reach the site.
The applicant proposes to serve the short subdivision by a public sewer system managed by
Lakehaven Water & Sewer. An August 1, 2016, Certificate of Sewer Availability indicates the
district's capacity to serve the proposed development will require a Developers Extension Agreement.
Sewer service requires improvements to the sewer system of 5 +/- feet of sewer main or trunk to
reach the site.
18. Fire Requirements — South King Fire and Rescue has indicated an additional fire hydrant is
required at lot 3. An automatic sprinkler system may be required for lot 9 due to fire access.
Automatic sprinkler system requirements will be determined at the time of building permit
application review.
19. Lot Addresses — The city's Building Department has assigned the following addresses to the
proposed lots.
Lot 1
622 SW 360"'
Place
Lot 2
624 SW 360"'
Place
Lot 3
626 SW 360°i
Place
Lot 4
628 SW 360`"
Place
Lot 5
630 SW 360°i
Place
Statement of Facts
Daniel Lee Short Plat
Lot 6 632 SW 360"' Place
Lot 7 634 SW 360"' Place
Lot 8 636 SW 360"' Place
Lot 9 638 SW 360"' Place
Page 4
16-105007/Doc. I.D. 75489
20. Conditions of Approval — Staff recommends the Director of Community Development include
the following conditions of approval in the short subdivision decision. Unless otherwise
pennitted in FWRC 18.30.280, all conditions shall be met prior to plat recording:
1) The applicant must obtain Engineering approval and authorization to proceed from the
Public Works Department prior to construction of plat infrastructure. The engineering plans
and technical information report must be revised per review comments provided on January
20, 2017, and submitted for Engineering Review.
2) A streetlight along 6`r' Ave SW and internal road is required. Prior to the City's approval of
engineering plans, the applicant shall submit a streetlight plan to the Public Works Department
for approval. The streetlight plan must be prepared by a licensed engineer and shall meet the
streetlight standards.
3) A revised Tree Preservation Plan is required to be submitted with the EN drawings. The plan
must depict where the tree units will be provided on site and a revised tree unit calculation.
4) Lot 6 access will be determined during engineering review.
5) Prior to recording, a separate statutory warranty deed for public right-of-way dedication will
be required. A legal description and exhibit rnap, stamped and signed by a PLS, must be
provided.
6) Prior to recording, the applicant shall provide the City's Parks Department a fee -in -lieu
pa_ i-nent for open space in the amount of 15 percent of the most recent assessed land value
of the subject property and provide a voluntary letter authorizing the city to use the open
space fee -in -lieu in any of the Parks Planning Areas the city wishes.
7) Prior to recording, the addresses identified in itern #17 shall be depicted on the face of the
short plat document.
8) Prior to recording, "Road A" should be labeled as SW 360°i Place on the short plat drawing.
9) Prior to recording, the existing single farnily house and accessory structures must be
removed.
10) The applicant is required to pay a transportation impact fee (TIF) for each lot. The fee will
be assessed and collected frorn the applicant when the building permit is issued, using the
fee schedule then in effect.
21. Design Criteria — The proposed short subdivision satisfies applicable design standards pursuant
to FWRC Chapter 18.55 `Design Criteria' including, but not limited to, land division design, lot
design, density, and open space subject to conditions being rnet.
These findings shall not waive compliance with firture City of Federal Way codes, policies, and standards
relating to this development.
Prepared by: Becky Chapin, Associate Planner Date: April 21, 2017
Statement of Facts Page 5
Daniel Lee Short Plat 16-105007/Doc. I.D. 75489
A
Federal Way
NOTICE OF MASTER LAND USE APPLICATION
Project Project
propaft Lee shot sulat
bdivision of
one existing 136.778 square -fool single-family lot
into nine single lemfy tots and a stormwater tract-
5ubjecl P"P"" is zoned Single Family Residential
[R59-6j.
APFlidanf- iW"l O'Connor. ESM Consulting Engi.
naers, 33400 ath Avenue South, i 205. Federal
way
Friday, November 25, 2016 [21 ]
Project Coca@on: 3E 6th Avenue SW, Faderal
Pa-lPM2104.9051
Dale of AppllCation; t]ct0ber 13, 2016
Data Determined Compote: November 10, 2016
Date of Notice al APPlicallm November 23, 2015
Requested Decision and Other Permits Included
With this Application: The applicant requests a
short Sub'llivisiOn 6.105007 00-decision
issued by the Director of
Community I]evefopment pursuant to Federal Way
Revised Cade (FWRC) Chapter 18.30. Additional
permits and/or approvals In conjunction with the
short subdivision decision include Concurrency
{FIIa /16-105008.00-CN}; and yet-la-be-aled Engl-
neering Review. The department has determined
the application is categorically exempt from
threshold determinalion procedures pursuentla
State Environmental Policy Act (SEPA) Rules
197-11.800(6),
Environmental Documents- preliminary Technical
Information Report including a Geotechnieai Engi•
nearing Report
Development Regulations 10 De used for Projeet
MiliWon; FVVRC Title is'Surlace Water Manage.
merit;' Title 18 'Subdivisions; Title 15 'Zoning and
Development Code,'
Cansislency with Applicyb, Cny plans and Reguia-
lions: The project will be ravieWod for consisierrcy
with all applicable Bodes and regulations including
the Federal Way Revised Code; 2016 King County
Surface Water Design Manual as amended by the
CO of Federal Way, and Public Works Doparmam
Development Standards,
Public Comment & APPOIS: Any person may sub-
mit written comments on the short subdivision ap•
Rlication to the Director of Community Develop-
ment by December 8. 2015. only persons who
submit written documents to the Director, or spa•
cirrCally request a Copy Of the original decision may
appeal the Director's decision.
Availability of File and Environmental Documents:
The oNiCial project fife and roferaneed envlronrrren-
tal documents are available for public review, dur-
ing normal buslncss hours of the Community De-
voiopment Department, 33325 6th Avenue South,
2nd Floor, Fade ral Way, WA o6O03
Staff Contact: wacky Chapin, Associate Planner,
253.835.2641,
b"I'Vchapin"Tiodsralway.com
Printed in the Federal way Mirror November 25.
2016.
FWM 2403
31919 11t Ave S, Suite 101 Federal, Way, WA 98003 253.925.5565 1 253.925.5750 (f)
Affidavit of Publication
Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The
Federal Way Mirror, a weekly newspaper. That said newspaper is published in the English
language continually as a weekly newspaper in Federal Way, King County, Washington, and is
now and during all of said time has been printed in an office maintained by the aforementioned
place of publication of said newspaper.
That the annexed is a true copy of a legal advertisement placed by
City of Federal Way - Community Development
as it was published in regular issues (and not in supplemental form) of said newspaper once
each week for a period of one consecutiveweek(s), commencing on the 25th day of November
2016, and ending on the 25th day of November 2016 , both dates inclusive, and that such
newspaper was regularly distributed to its readers during all of said period.
That the full amount of the fee charged for the foregoing publication is the sum of 1116.80,
which amount has been paid in full, or billed at the legal rate according to RCW 65.16.020.
Subscribed to and sworn before me this 12th day of January 2017.
Notary Public in and for the State of Washington,
Residing at Buckley
E N
o
NOTARY Z
U, i, PUBLIC
CITY OF
Federal Way
Parks & Recreation Department
Date: April 12, 2017
To: Becky Chapin, Associate Planner
From: John Hutton, Park Director
Subject: Fee -in -Lieu approval
Following consideration of the open space and recreation requirements of
Federal Way City Code 20-156, the parks dept. accepts the applicant's
Fee -in -lieu of open space proposal for the Daniel Lee Short Plat;
(file # 16-105007-00-SU).
It is understood that at the time of this request the fee -in -lieu is calculated at
15% of 172,000 (2016-17 assessed land value of existing undivided parcel)
for a total fee of $25,800, which could change at the time of final processing.
The Parks Department would ask that consideration be given to provide a
voluntary letter authorizing the City of Federal Way to use the open space
fee -in -lieu from the Daniel Lee Short Plat in any of the Parks Planning Areas
the City wishes.
Daniel Lee Short Plat School Access Analysis
'r, r A ->+ .'a" 1. •ti . -- ---- -� -- -- -- - -- _
• -- - - r Existing Button _-
�►: Activated
_ • �� 1_: �, Crosswalk across -
i :._
` 8th Ave at 356 St.
+ "!` • i-'•a!�' Existing 5' wide sidewalk
l :+: �' �"r �` •�'�`•' along west side of 1st Ave
for ±200 feet.
�. :Existing 5' wide ` ,
sidewalk along full
3 Existing 6' 'wide ;` length of south _- '' �'''
r - ,�-
L j, . r ? sidewalk along west :N r side of 356th St.
side of 8th Ave ' '= ► e T `,
�e ; •i, r
,•�� - i •; - � � +�i Existing 6' wide shoulder I
protected by raised curb
or
}+� " along west side of 1 st Ave to i
the school. 9.
i.;Existing 6' ,:r�l - F�� `�. - .� � � �.� r- �►�` � .� .
'wide sidewalk =-A--' Proposed 5' wide
along �
� g west T :paved sidewalk from
— _ t _
side of 8th .�� the new homes to ,, �" � �
Ave. # 6th Ave
fir
SITE w =1 a
_ f� - t T ._ r Existing 6 wide, . - `�', �; Ok
>: ti: • M _ti -�:,_� -�•'1� sidewalk along west _ ILLAI-11=L :';
Apt
side of 6th Ave Y *MIDDLE - k
11'I d +fit > .r ti
f► a �. l-
✓:: a f t-r!Vrrsf • - 1�i. '~ r . 5CHooL -- •----- - ` - �� ,
4 Existing 5 wide .• ri
Existing School Bus Stop,,;,+sidewalk along full
for Elementary and High _ �► . , I i
` a' length of north side . f_ �. � : >r �/'- •, - ,�
School Students — _ '
t ' � ' • � of 361 st St. r _ I :3,
The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County Date: 3/14/2017 R ESU ITT King County
makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use otsuch information. This document is
not intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including. 7 GIS CENTER
but not limited to. lost revenues or lostprofits resulting from the use or misuse of the i nformafian contained on this map. Any sele of this map orinformation on APR 201 r
this map is prohibited except by written permission of King County. Notes:
C0MML NrN OEV5LORMENT
Becky Chapin
From:
Peter Lawrence
Sent:
Monday, April 10, 2017 2:27 PM
To:
Permit Center; Becky Chapin
Subject:
Daniel Lee short plat addresses
Addresses have been assigned to the Daniel Lee short plat as follows:
•
Lot 1- 622 SW 360th PI
•
Lot 2 - 624
•
Lot 3 -626
■
Lot 4 — 628
•
Lot 5 — 630
•
Lot 6 — 632
•
Lot 7 — 634
■
Lot 8 — 636
■
Lot 9 — 638
Peter Lawrence
Plans Examiner
COY 4F
Federal Warr
33325 8th Avenue South
Federal Way, WA 98003-6325
Phone:253/835-2621 Fax: 253/835-2609
www.cityoffederalway.com
1
CONSULTING ENGINEERS LLc 101*141
RECEIVED
February 10, 2017 FEB 13 2017 Job No. 1899-001-016
CITY OF FEDERAL, WAY
CDS
Ms. Becky Chapin
City of Federal Way
33325 8th Ave S
Federal Way, WA 98003
RE: File 16-105007-00SU; Daniel Lee Short Plat Technical Comments Letter
32027-6th Ave SW, Federal Way
Dear Becky:
Please accept this letter and accompanying materials for the revised technical comments
of the Daniel Lee Short Plat.
Based on the technical comments letter received from the City on January 20, 2017, we
have compiled the updated plans and documents to address all comments and allow
continued processing of the Short Subdivision application which was previously
submitted on October 13, 2016. The following items are being resubmitted for your
consideration:
o Resubmittal Information Form
o Revised TIR; (4 copies)
o Revised Engineering Plan set; (6 copies)
o Revised Short Plat Sheet; (6 copies)
o Revised Calculation Sheet (2 copies)
Please review the enclosed revised Short Plat documents and let us know if you have any
further comments.
For clarity purposes we have copied the City's Technical Comments below in Italics and
have provided our responses in Bold.
Technical Comments
Planning Division. -
Content & Form of Application - Please provide the following applicable items as
identified in Bulletin #010 and content requirements of Federal Way Revised Code
(FWRC) 18.30.030 in the `Project Information" section of the short plat document.•
ESM Federal Way
ESM Everett
Civil Engineering Ldriu manning
33400 Sth Ave S, Ste 205
1010 SE Everett Mall Way, Ste 210
Land Surveying Landscape Architecture
Federal Way, WA 98003
Everett, WA 98208
253.838.6113 tel
425.297.9900 tel
3D Laser Scanning GIS
800.345.5694 to free
800.345.5694 toll free
www.esmcivil.com
253.838.7104 fax
425.297.9901 fax
Ms. Becky Chapin
February 10, 2017
Page 2
• Address and phone number of the properly owner.
■ Comprehensive Plan and Zoning classification of the proposed short
subdivision site and adjoining properties The zoning is Single Family
Residential (RS9.6) and comprehensive plan designation is Single Family,
High Density.
• Location of existing permanent structure adjacent to the proposed short
subdivision. Where existing structures are within 50' of property lines, show
the distance.
• Total acreage of the site, prior to creation of any lots, tracts, or other
dedications
• Acreage dedication for public rights -of -way, as well as private tracts, and
ingresslegress and utilities easements
• Calculations of net plat area (gross plat area minus access
easements/rights-of-wayldrainage easements
Please see the enclosed Short Plat drawings. Per the City's requirement, a all of
the above comments have been addressed.
2. Title blocks - Please revise the following items in the title block.•
• When resubmitting corrections or submitting the final document for
recording, including the City's file number 16-105007-00-SU.
• King County Health Department signature is not required; remove this from
Sheet 1.
■ The scale on sheets 1-3 must be filled in.
Please see the enclosed Short Plat drawings. Per the City's request, the title
block has been updated.
3. Lot Area - Per FWRC 19.05.120 "Lot area, " the area of a vehicle access easement
is not credited in the calculation of minimum lot area. Please provide a net lot
area calculation for Lot 9 that does not include the access easement on the short
plat drawing. The net lot area of Lot 9 must maintain a minimum lot size of 9,,600
square feet
Please see the enclosed Short Plat drawings. Per the City's request, the vehicle
access easement area has not been included in the lot 9 lot area calculation.
4. Open Space - Please provide a statement explaining how open space shall be
provided. It does not appear that the required 15 percent of the gross land area
open space will be provided on site. A written request to Parks Director John
Hutton must be submitted if the open space shall be paid as a fee -in -lieu,
pursuant to FWRC 18 55 0600
Please see the written request to the Parks Director which has been included in
this resubmittal packet
Public Works:
General Comments
5. This review of the engineering plans and TIP is conceptual and does not provide
in-depth review for plan approval. Separate engineering review will be required.
Please contact the Permit Center for application requirements and fees
Final engineering will submitted at a later date.
Ms. Becky Chapin
February 10, 2017
Page 3
Plat Map:
6. The names of vested property owners must appear on the dedication.
Please see the enclosed Short Plat drawings. Per the City's request', the owner's
names have been placed on the dedication.
Engineering Plans.
7. Please note: during engineering review, the exact location and size of existing
power poles will be required. They may be required to be moved to provide
adequate clearance and/or sight distance.
Noted
8. A streetlight will be required at the intersection of Road A and 60 Ave SW. Please
show it conceptually on the plans and note any conflicts
Please see the enclosed Short Plat drawings. Per the City's request the
streetlight has been conceptually drawn at the intersection of Road A and 6tn
Ave SW. There have been no noted conflicts of interest
9. Provide two scaled cross -sections of the storm pond.
Please see the enclosed Short Plat drawings. Per the City's request, the two
scaled cross -sections have been added to the storm pond.
Technical Information Report.
10. Please check with Paul Heller, Surface Water Engineering Technician, to see if
there are downstream drainage complaints within the scope of this project
Please see the enclosed TIR. We have made contact with Paul Heller and
received all downstream drainage complaints. These have been taken into
account
11. The downstream analysis states that water is conveyed to 'the established outfall"
Please indicate what the established outfall is and its location.
Please see the enclosed Short Plat drawings. Per the City's request, the location
of the outfall has been established.
12. For core requirement #9, please review appendix C and cite which of the
infeasibility criteria apply for each of the BMP's Although the entire development
can't be dispersed, full or limited dispersion must be applied to any area that can
meet the design requirements These BMP's appear to be feasible for at least
some of the lots, since they are all over 170' in length. Bioretention may be
feasible for the private roadway section. The analysis provided in the TIR received
on 1211116 is Insuffcient A more in-depth analysis will be required prior to
engineering approval, and may affect lot layout and road cross section.
Please see the enclosed TIR. The required Flow Control BMPs have been
reevaluated and the appropriate infeasibility criteria have been cited where
applicable.
South King Fire & Rescue:
13. A hydraulic fire flow model shall be requested from the water district
Noted
Ms. Becky Chapin
February 10, 2017
Page 4
14. This project will require 2 fire hydrants; existing fire hydrant north of the property
on Oh Ave SW will suffice as one fire hydrant A new Are shall be placed on the
new road.
Please see the enclosed Short Plat drawings. There is a second fire hydrant on
the plan sheet within the cul-du-sac.
15. Fire hydrants shall be in service prior to and during construction.
Per the City's request, the fire hydrant will be in service prior to and during
construction.
Fire Access (loads:
16. 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.
Noted
Fire apparatus access roads:
17. Shall have an obstructed width of not less than 20 feet and an unobstructed
vertical clearance of not less than 13 feet 6 inches
Please see the enclosed Short Plat drawings. Per the City's request, the fire
apparatus road will have a width of not less than 20 feet and vehicle clearance
of not less than 13 feet 6 inches.
18. 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 provided all-
weather driving capabilities
The fire apparatus access road will be designed per the City's standard.
19. Shall be not less than a 32 foot inside turning radius and not less than a 40 foot
outside turning radius
The fire apparatus access road will be designed per the City's standard.
20. 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.
The fire apparatus access road will be designed per the Citys standard.
21. Gradient shall not exceed 12 percent
The fire apparatus access road will be designed per the City's standard.
22. Designated fire lanes may be required for emergency access
The fire apparatus access road will be designed per the City's standard.
23. Fire Apparatus access roads shall be installed and made serviceable prior to and
during the time of construction.
The fire apparatus access road will be designed per the City's standard.
Ms. Becky Chapin
February 10, 2017
Page 5
Fire Sprinkler System:
24. An automatic fire sprinkler system may be required in the structures on lots 7, 8,
and 9 depending on width of the road.
Fire sprinklers will be installed in structures on lots 7, 8, & 9 if required per the
City's request
Lakehaven Water& Sewer•
25. No application has been submitted to Lakehaven that is necessary to be able to
more specifically determine the applicant's requirements for connection to
Lakehaven;s water & sewer systems to serve the subject properly.
Per the City's request, all applications will be submitted to Lakehaven to verify
the water and sewer connection requirements for the project These will be
addressed at a later date as needed.
26. The applicant will need to submit an application for either Developer Pre -Design
Meeting or Developer Extension Agreement
These will be addressed at a later date as needed
It is our understanding that the above items address all of the items identified by the City
of Federal Way to date. Should you have any questions, or require any additional
information, please contact me immediately. We look forward to working with you on this
project
Very truly yours,
ESM CONSULTING ENGINEERS, L.L.C.
KERRI O'CONNOR
Assistant Planner
CC: Daniel Lee (w/enc.)
Ilesm8lengrles m-jobs11899100110161docu mentl letter-005.doc
February 13, 2017
RESUBMITTED
C
/::. Eli J /
Job No. 1899-001-016
�Eb 13 2017
Mr. John Mutton
City of Federal Way CITY OF FEDERAL WAY
33325 8th Ave S EOMMUNITY DEVELOPMENT
Federal Way, WA 98003
RE: File 16-105007-00SU; Daniel Lee Short Plat Fee -in -Lieu Request
32027-6th Ave SW, Federal Way
Dear John Mutton:
We are submitting this letter as request to pay a fee -in -lieu of providing open space for the Daniel
Lee Short Plat. The subject project is file number #16-101348-00-PC currently awaiting approval
with the city's planning department. it is comprised of King County tax parcel 302104-9051 and
located at 32027 61h Ave South in Federal Way. Due to the small size of the site which totals 3.14
acres, we are requesting to pay a fee -in -lieu go to existing or future City parks projects.
It is our understanding that the above items address all of the items identified by the City of
Federal Way to date. Should you have any questions, or require any additional information, please
contact me immediately. We look forward to working with you on this project.
Very truly yours,
ESM CONSULTING ENGINEERS, L.L.C.
6t4-,1
a
KERRI O'CONNOR
Assistant Planner
CC: Daniel Lee (w/enc.)
Ilesm8lengrlesm-jobsO 899W1 M1 Mocumentlletter-006.docx
ESM Federal Way
33400 Sth Ave S, Ste 205
Federal Way, WA 98003
253.838.6113 tel
800.345.5694 toll free
253.838.7104 fax
ESM Everett
1010 SE Everett Mall Way, Ste 210
Everett, WA 98208
425.297.9900 tel
800.345.5694 toll free
425.297.9901 fax
Civil Engineering Land Planning
Land Surveying Landscape Architecture
3D Laser Scanning GIS
www.esmcivil.com
CIT
Federal Way
January 20, 2017
Kerri O'Connor
ESM Consulting Engineers LLC
33400 8th Ave South, Suite 205
Federal Way, WA 98003
kerri. oconnor Q esi?7cNll. com
RE: File #16-105007-00-SU; TECHNICAL COMMENT LETTER
Daniel Lee Short Plat, 36027 61h Avenue SW, Federal Way
Dear Ms. O'Connor:
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
City of Federal Way staff has reviewed your December 1, 2016, resubmittal of documents related to the
Daniel Lee Short Subdivision application. City departments have provided the following comments that
will need to be addressed prior to preliminary approval of your application, or as otherwise noted.
Questions regarding the technical review comments should be addressed to the referenced staff
representative.
Becky Chapin, Planning Division 253-835-2641 hec .cha in .citvoffederalway.com
Content & Form of Application — Please provide the following applicable items as identified in
Bulletin #010 and content requirements of Federal Way Revised Code (FWRC) 18.30.030 in the
"Project Information" section of the short plat document:
■ Address and phone number of the property owner.
■ Comprehensive Plan and Zoning classification of the proposed short subdivision site and
adjoining properties. The zoning is Single Family Residential (RS9.6) and comprehensive plan
designation is Single Family, High Density.
• Location of existing permanent structures adjacent to the proposed short subdivision. Where
existing structures are within 50' of property lines, show the distance.
■ Total acreage of the site, prior to creation of any lots, tracts, or other dedications.
■ Acreage dedication for public rights -of -way, as well as private tracts, and ingress/egress and
utilities easements.
• Calculation of net plat area (gross plat area minus access easements/rights-of-way/drainage
easements/open space).
2. Title Blocks — Please revise the following items in the title block:
When resubmitting corrections or submitting the final document for recording, include the
City's file number 16-105007-00-SU.
King County Health Department signature is not required; remove this from Sheet 1.
The scale on sheets 1-3 must be filled in.
Ms. a'CO111101-
January 20. 2017
Page 2
Lot Area— Per FWRC 19.05. I20 "Lot area," the area of a vehicle access easement is not credited in
the calculation of minimum lot area. Please provide a net lot area calculation for Lot 9 that does not
include the access easement on the short plat drawing. The net lot area of Lot 9 must maintain a
minimum lot size of9,600 square feet.
4. Open Space — Please provide a statement explaining how open space shall be provided. It does not
appear that the required 15 percent of the gross land area open space will be provided on site. A
written request to Parks Director John Hutton must be submitted if the open space shall be paid as a
fee -in -lieu, pursuant to FWRC 18.55.060(2).
Please note: The applicant shall provide the city's Parks Department a fee -in -lieu payment for open
space in the arnount of 15 percent of the most recent assessed land value of the subject property prior
to recording the short plat document.
Ann'Dower, Public Works — Dev. Services, 253-835-2732, ann.dowerncitvoffedet-alway_.com
General Comments
1. This review of the engineering plans and TIR is conceptual and does not provide in-depth review
for plan approval. Separate engineering review will be required. Please contact the Permit Center
for application requirements and fees.
Plat Map
2. The names of vested property owners must appear on the dedication.
Engineering Plans
3. Please note: during engineering review, the exact location and size of the existing power poles
will be required. They may be required to be moved to provide adequate clearance and/or sight
distance.
4. A streetlight will be required at the intersection of Road A and 6"' Ave SW. Please show it
conceptually on the plans and note any conflicts.
5. Provide two scaled cross -sections of the storm pond.
Technical Information Report
6. Please check with Paul Heller, Surface Water Engineering Technician, to see if there are
downstream drainage complaints within the scope of this project.
7. The downstream analvsis states that water is conveyed to "the established outfall". Please indicate
what the established outfall is and its location.
8. For core requirement #9, please review appendix C and cite which of the infeasibility criteria
apply for each of the BMP's. Although the entire development can't be dispersed, full or limited
dispersion must be applied to any area that can meet the design requirements. These BMP's
appear to be feasible for at least some of the lots, since they are all over 170' in length.
Bioretention may be feasible for the private roadway section. The analysis provided in the TIR
I6-105007-00-SU Doe 113 752+1
Ms. O'Connor
January 20, 2017
Pape 3
received on 12/1/16 is insufficient. A more in-depth analysis will be required prior to engineering
approval, and may affect lot layout and road cross section.
Saradv Lona Public Works —Traffic Division 253-835-2743 sa rady.1ongacityoffederalway.com
Traffic comments to follow at a later date.
Chris Cahan, South King Fire & Rescue, 253-946-7243, chris.cahanno. soutlikin;fire.or�
A hydraulic fire flow model shall be requested from the water district.
Fire Hydrants:
This project will require 2 fire hydrants; existing fire hydrant north of the property on 6"' Ave SW will suffice
as one fire hydrant. A new fire hydrant shall be placed on the new road.
Fire hydrants shall be in service prior to and during the time of construction.
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
constriction.
Fire Sprinkler System:
An automatic fire sprinkler system may be required in the structures on lots 7, 8, and 9 depending on width of
the road.
16-105007-00-SLI
Doc I D 75031
Ms. O'Connor
January 20. 2017
Page =4
Brian Asbury Lakehaven Water & Sewer District 253-946-5407 BAsbu lakehaven.ar
• No application has been submitted to Lakehaven that is necessary to be able to more specifically
determine the applicant's requirements for connection to Lakehaven's water & sewer systems to serve
the subject property.
• The applicant will need to submit an application for either Developer Pre -Design Meeting or
Developer Extension Agreement for Lakehaven to formally commence the water and/or sewer plan
review process. 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.
CLOSING
Please make the following corrections and resubmit six copies of the short plat drawing accompanied by
the completed "Resubmittal Information Form." Pursuant to 18.05.080, if an applicant fails to provide
additional information to the City within 180 days of being notified that such information is requested, the
application shall be deemed null and void and the City shall have no duty to process, review, or issue any
decisions with respect to such an application.
If you have any questions regarding this letter, please contact me at 253-835-2641 or
becky.chapin@cityoffederalway.com.
Sincerely,
Becky Cla u�
Associate Planner
enc: Redlined Plans
Resubmittal Handout
c: Ann Dower, Senior Engineering Plans Reviewer
Sarady Long, Senior Transportation Planning Engineer
Chris Cahan, South King Fire & Rescue
Brian Asbury. Lakehaven Water & Sewer District
16-105007-00-SU Doc I n 75031
November 30, 2016
Ms. Becky Chapin
City of Federal Way
33325 81h Ave S
Federal Way, WA 98003
(QQNSULTINQ ENGINEERS LLc
` 1
11
RESUBMITTED
DEC 01-2016
CITY OF FEDERAL WAY
� CDS
RE: File 16-105007-00-SU; Daniel Lee Short Plat Resubmittal
32027-6th Ave SW, Federal Way
Dear Becky:
Job No. 1899-001-016
Please accept this letter and accompanying materials for the resubmittal of the Daniel
Lee Short Plat.
Based on the letter received from the City on November 10, 2016 denying our street
modification request, we have compiled the updated plans and documents for
resubmittal to allow continued processing of the Short Subdivision application which was
previously submitted on October 13, 2016. The following items are being resubmitted for
your consideration:
o Resubmittal Information Form
o Revised TIR ); (2 copies)
o Revised Engineering Plan set; (6 copies)
o Revised Short Plat Sheet; (6 copies)
o Revised Calculation Sheet (2 copies)
o Postmaster Approval (2 copies)
Please review the enclosed revised Short Plat documents and let us know if you have any
further comments.
For clarity purposes we have copied the City's Technical Comments below in Italics and
have provided our responses in Bold.
ESM Federal Way ESM Everett Civil Engineering Land Planning
33400 8th Ave S, Ste 205 1010 SE Everett Mall Way, Ste 210 Land Surveying Landscape Architecture
Federal Way, WA 98003 Everett, WA 98208
253.838.6113 tel 425.297.9900 tel 3D Laser Scanning GIS
800.345.5694 tall free 800.345.5694 toll free www.esmcivil. com
253.838.7104 fax 425.297.9901 fax
Ms. Becky Chapin
November 30, 2016
Page 2
Technical Comments
The City's Public Worl(s Department sent out a letter on Novemberl, 2016 in
response to the Street Modification Improvements Modifcation request Based on
the letter, the City is requiring a cul-de-sac and full 20-foot-wide paved roadway
with curb and gutter. A minimum four -foot -wide landscaping strip is required to
separate the road from the south property line. Total right-of-way width is 44 feet
(larger than what has been proposed) This will need to be depicted on the
revised plat drawings including revised lot square footage. Revisions to the layout
may necessitate the elimination of a lot to meet code requirements.
Please see the enclosed Short Plat drawings. Per the City's requirement, a 53'
radius cul-de-sac has been used in place of the proposed hammerhead turn
around. Additionally, a four foot planting strip has been provided along the
south boundary of the property abutting the 20-foot-wide paved roadway for a
total right-of-way width of 44 feet
2. In the RS9.6 zoning district the minimum lot size is 9,600 square feet. Per FWRC
19.05.120 "Lot Area, " the area of a vehicle access easemen4 flag pole, or access
panhandle is not credited in the calculation of minimum lot area. Please provide a
net lot area calculation for lot 1 that does not include the access easement on the
short plat drawing.
Per the city's request, lot areas have been recalculated to only include allowable
lot area per FWRC 19.05.120 and are provided for the Citys review.
It is our understanding that the above items address all of the items identified by the City
of Federal Way to date. Should you have any questions, or require any additional
information, please contact me immediately. We look forward to working with you on this
project.
Very truly yours,
ESM CONSULTING ENGINEERS, L.L.C.
K"�_ an-��
KERRI O'CONNOR
Assistant Planner
CC: Daniel Lee (w/enc.)
Ilesm8lengrlesm-jobs11899100110161docu mentl letter-004.doc
A PORTION OF THE SE 1/4 OF SEC. 30, TWP 21 N, RGE 4 E, W.M.
n
EXISTING STORM DRAIN }
MANHOLE (TYP)
J
CONNECT TO EXISTING
1 � STORM DRAIN MANHOLE
SW 360TH ST ❑ q
^.� SCALE: 1 " = 40'
a " i EDGE OF EXISTING
TPN 302104-9113 PAVEMENT I .❑ z❑ ❑ 40 ea
�'(r! TPN 302104-9062 CONTOUR INTERVAL = 2'
25' UTILITY f I
a FLCFMENT I
LEGEND
r� OF ROW • y ^� :. .. •-- ' _. }
EXISTING STORM
INAGE
. •11 ..� r �1 3b4 J_.. F ROW EXISTING SANITARY SEWER
. a.. •,Siy+ r �• .. - -��.. J ' - •• w EXISTING WATER MAIN
�°
``�� _
FX6` PROPOSED 12"0 STORM DRAINAGE
EXISTING CURB' I. m,
2D' IlIILfh' _ 7 60' ROW >t--�O PROPOSED B'® SANITARY SEWER
& GUTTER ' 1. " ' _ FIVfA7JT I / '� - 5 �� 1 F— PROPOSED 8"P WATER MAIN
$8' ♦ FIRE HYDRANT
9 8 ` �;\\ g i I q I 3 ��• \ 1-- •g PAwac I STREET LIGHT
EXISTING ' ...� �'�1 I U� 1 C _ / �I �� } S!
■ / I ! (n PROPOSED LOT LINE
SIDEWALK / Q Q • • �• I j \ - _ _ ) ; I I 5, I W PROPOSED RIGHT OF WAY LINE
I/ ¢2 1 PROPOSER MAILBOX LOCATIO
:'If: N _ I.,• - J
/ Hs P fI (1) 12 UNIT CPU OR EQUIVALENT �� o BUILDING SETBACK LINE
D._. 1 //; Ii ✓: 5! PROPOSED EASEMENT LINE
PROPOSED CONTOURS
1O' Uiq.l['f
62' ROW J�-+I.] & ,UTILRMCU1' S — — -_ J_-`. :._ Hr (fl — —3e- — EXISTING CONTOURS
' 1 EXISTING 10 1 -EASEMENT ^ - — — - S/W r EASEMENT •`•• _ -- I_;- r � I � PROPOSED CLEARING LIMB LINE
TRACT B >v 44' f
�� m a ROAD A .Pa "�FMw ,'I in
1
co"J / TPN 779645-0700
Q
/ TPN 779645-0690
co
I �
TPN 743650-0090 TPN 743680-0080 TPN 7436BO-0070
TPN 743680-0060
( TPN 779645-0680 I fJ
\ ` — — —
SW 361 ST ST
1 i
RESUBMITTED
DEC 0 1 -2016
CITY OF FEDERAL WAX
CDS
s
APPROVED:
R POSTMASTER DATE
CITY OF
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 8th Avenue South
Federal Way WA 98003
253-835-7000; Fax 253-835-2609
vw,/w.citvoffederalway.com
DECLARATION OF DISTRIBUTION
I, 1 hereby declare, under penalty of perjury of the laws of the State of
Washington, that a:
12 Notice of Land Use Application/Action
❑ Notice of Determination of Significance
(DS) and Scoping Notice
❑ Notice of Environmental Determination
of Nonsignificance (SEPA, DNS)
❑ Notice of Mitigated Environmental
Determination of Nonsignificance (SEPA,
MDNS)
❑ Notice of Land Use Application &
Optional DNS/MDNS
❑ FWRC Interpretation
❑ Other
❑ Land Use Decision Letter
❑ Notice of Public Hearing before the
Hearing Examiner
❑ Notice of Planning Commission Public
Hearing
❑ Notice of LUTC/CC Public Hearing
❑ Notice of Application for Shoreline
Management Permit
❑ Shoreline Management Permit
❑ Adoption of Existing Environmental
Document
was ❑ mailed ❑ faxed 19 e-mailed and/or ❑ posted to or at each of the attached addresses on
2016.
Project Name I) a+�� Le 0- SL "t- � t
File Number(s)
Signature
( '/OSoo
Date I 1 'a/ -/
K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /8/2015 10:07:00 AM
CITY or
Federal Way
NOTICE OF MASTER LAND USE APPLICATION
Project Name: Daniel Lee Short Plat
Project Description: Proposed short subdivision of one
existing 136,778 square -foot single-family lot into nine
single-family lots and a stonnwater tract. Subject property
is zoned Single Family Residential (RS9.6).
Applicant: Kerri O'Connor, ESM Consulting Engineers,
33400 8"' Avenue South, # 205, Federal Way
Project Location: 36027 6t" Avenue SW, Federal Way
Parcel 9302104-9051
Date of Application: October 13, 2016
Date Determined Complete: November 10, 2016
Date of Notice of Application: November 23, 2016
H N
W
hY 360TH ST • SubJect Sre
07
5tY 3615'f y7
N`
Requested Decision and Other Permits Included with this Application: The applicant requests a short
subdivision decision (File #16-105007-00-SU) issued by the Director of Community Development
Pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in
conjunction with the short subdivision decision include Concurrency (File #16-105008-00-CN); and yet -
to -be -filed Engineering Review. The department has determined the application is categorically exempt
from threshold detennination procedures pursuant to State Environmental Policy Act (SEPA) Rules 197-
1 1-800(6).
Environmental Documents: Preliminary Technical Information Report including a Geotechnical
Engineering Report
Development Regulations to Be Used for Project Mitigation: FWRC Title 16 `Surface Water
Management;' Title 18 `Subdivisions;' Title 19 `Zoning and Development Code.'
Consistency with Applicable City Plans and Regulations: The project will be reviewed for
consistency with all applicable codes and regulations including the Federal Way Revised Code; 2016
King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works
Department Development Standards.
Public Comment & Appeals: Any person may submit written comments on the short subdivision
application to the Director of Community Development by December 8, 2016. Only persons who submit
written documents to the Director, or specifically request a copy of the original decision may appeal the
Director's decision.
Availability of File and Environmental Documents: The official project file and referenced
environmental documents are available for public review during normal business hours at the Community
Development Department, 33325 8"' Avenue South, 2"d Floor, Federal Way, WA 98003
Staff Contact: Becky Chapin, Associate Planner, 253-835-2641, Becky.chapin@cityoffederalway.com
Printed in the Federal Way Mirror November 23, 2016.
Tamara Fix
From: Jennifer Anderson <jnderson@fedwaymirror.com>
Sent: Monday, November 21, 2016 9:22 AM
To: Tamara Fix
Subject: Re: Legal Notice
Got it. Although it drops on 11/23, it will be the 11/25 edition, so I changed the date. No image, correct?
Jennifer Anderson
Advertising Sales Consultant
Direct: 253-946-2890
Internal: 35602
Fax: 253-925-5750
31919 1st Ave S, Ste 101, Federal Way, WA 98003
12-
Sound Publishing
Map Print Rates Online RaErs Medio Kit Sound inf's►
On Mon, Nov 21, 2016 at 7:43 AM, Tamara Fix<ramara.Fixrcityoffederalway.com> wrote:
Please publish the attached legal notice (Daniel Lee NOA, 16-105007) in Wednesday's (Nov. 23, 2016) issue.
Please confirm and issue an affidavit of publication.
Happy Thanksgiving!
1
_ i 9
Ci7'1
:_ e Yak
NOTICE OF MASTER LAND USE APPLICATION
Project Name: Daniel Lee Short Plat
Project Description: Proposed short subdivision of one
existing 136,778 square -foot single-family lot into nine
single-family lots and a stormwater tract. Subject property
is zoned Single Family Residential (RS9.6).
Applicant: Kerri O'Connor, ESM Consulting Engineers,
33400 8'11 Avenue South, # 205, Federal Way
Project Location: 36027 6"' Avenue SW, Federal Way
Parcel #302104-9051
Date of Application: October 13, 2016
Date Determined Complete: November 10, 2016
Date of Notice of Application: November 23, 2016
-
w
,Q
SW 360TH ST S�bl'cE Sre
96V 3i,l ST .Sf
Requested Decision and Other Permits Included with this Application: The applicant requests a short
subdivision decision (File #16-105007-00-SU) issued by the Director of Community Development
pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in
conjunction with the short subdivision decision include Concurrency (File #16-105008-00-CN); and yet -
to -be -filed Engineering Review. The department has determined the application is categorically exempt
from threshold detennination procedures pursuant to State Envirownental Policy Act (SEPA) Rules 197-
1 1-800(6).
Environmental Documents: Preliminary Technical Information Report including a Geotechnical
Engineering Report
Development Regulations to Be Used for Project Mitigation: FWRC Title 16 `Surface Water
Management;' Title 18 `Subdivisions;' Title 19 `Zoning and Development Code.'
Consistency with Applicable City Plans and Regulations: The project will be reviewed for
consistency with all applicable codes and regulations including the Federal Way Revised Code; 2016
King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works
Department Development Standards.
Public Comment & Appeals: Any person may submit written comments on the short subdivision
application to the Director of Community Development by December 8, 2016. Only persons who submit
written documents to the Director, or specifically request a copy of the original decision may appeal the
Director's decision.
Availability of File and Environmental Documents: The official project file and referenced
environmental documents are available for public review during normal business hours at the Community
Development Department, 33325 81h Avenue South, 2"d Floor, Federal Way, WA 98003
Staff Contact: Becky Chapin, Associate Planner, 253-835-2641, Becky.cliapin@cityoffederalway.com
Printed in the Federal Way Mirror November 23, 2016.
-) FILE
CITY OF
Federal
Way
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway. com
Jim Ferrell, Mayor
November 10, 2016
Kerr] O'Connor
ESM Consulting Engineers LLC
33400 8th Ave South, Suite 205
Federal Way, WA 98003
kerri. oconnor C@l esinclvil. cola
RE: File #16-105007-00-SU; COMPLETENESS AND TECHNICAL COMMENT LETTER
Daniel Lee Short Plat, 36027 61h Avenue SW, Federal Way
Dear Ms. O'Connor:
The Community Development Department is in receipt of your October 13, 2016, application submittal
for the Short Subdivision of one existing single-family residential lot into nine single-family residential
lots and one stormwater tract. Pursuant to Federal Way Revised Code (FWRC) 18.30.050(a), within 28
days of receiving a short subdivision application, the department shall notify the applicant whether the
application is complete or whether additional information is necessary.
NOTICE OF COMPLETE APPLICATION
Please consider this correspondence a formal Letter of Complete Application. Pursuant to FWRC
18.30.050, the application is deemed complete as of the date of this letter. The complete application
determination is based on a review of your submittal relative to those requirements as set forth in FWRC
18.30.030. The submittal requirements are not intended to determine if an application conforms to the
City of Federal Way codes; -they are used only to determine if all required materials have been submitted.
Having met the submittal requirements, a Notice of Application (NOA) will be posted on site, published
in the Federal Way Mirror, and posted on the city's official notice boards within 14 days of this letter.
PRELIMINARY TECHNICAL COMMENTS
City staff assembled the following technical comments while reviewing submitted materials for
completeness. Comprehensive technical review has not been completed by staff, therefore, additional
comments will follow at a later date. Prior to short subdivision approval the following item must be
addressed.
Street Improvement/Access Easement
The City's Public Works Department sent out a letter on November 1, 2016, in response to the Street
Improvements Modification request. Based on the letter, the City is requiring a cul-de-sac and full 20-
foot-wide paved roadway with curb and gutter. A minimum four -foot -wide landscape strip is required to
separate the road from the south property line. Total right-of-way width is 44 feet (larger than what has
been proposed). This will need to be depicted on the revised plat drawings including revised lot square
footage. Revisions to the layout may necessitate the elimination of a lot to meet code requirements.
Ms. O'Connor
November 10. 2016
Page 2
In the RS9.6 zoning district the minimum lot size is 9,600 square feet. Per FWRC 19.05.120 "Lot area,"
the area of a vehicle access easement, flag pole, or access panhandle is not credited in the calculation of
minimum lot area. Please provide a net lot area calculation for Lot 1 that does not include the access
easement on the short plat drawing.
CLOSING
Please submit six copies of the revised short plat drawing with the enclosed resubmittal form. If you have
any questions regarding this project please feel free to contact me at 253-835-2641 or
becky.chapin@cityoffederalway.com.
Sincerely,
�WBecky C apin
Associate Planner
enc; RESubmlttal Form
c: Daniel Lee, PO Box 4036, Federal Way, WA 98063
Ann Dower, Senior Engineering Plans Reviewer
Sarady Long. Senior Transportation Planning Engineer
Vince Faranda. South King Fire & Rescue
Brian Asbury- Lakehaven Water & Sewer District
IG-105007-00-SU Doc I D. 74927
FEDERAL WAIF
PUBLIC SCHOOLS
Business Services
October 31, 2016
Becky Chapin, Associate Planner
City of Federal Way
33325 8th Ave S
Federal Way WA 98003
RE: File 16-105-007-00-SU Daniel Lee Short Plat
Dear Ms. Chapin,
The Federal Way School District recently received information for the proposed Daniel Lee Short Plat
development, a proposed single-family development including 9 dwelling units.
Under current boundaries, this development is in the Enterprise Elementary, Illahee Middle School and Todd
Beamer High School service area. School service areas are reviewed each year and necessary boundary changes
may be made to accommodate enrollment increases. Students living in this area receive transportation to
Enterprise Elementary and Todd Beamer High School. The closest stop for Enterprise Elementary and Todd
Beamer High School is at 6th Ave SW & SW 363rd PI. Bus stops are reviewed annually at student transportation
needs change. Students would walk to Illahee Middle School.
Student safety must be considered for all students who would walk to the schools and to school bus stops from
this development. Sidewalks and other planning features that assure safe walking conditions for students are
factors the district must consider as we comment on development within our service areas. We ask the developer
to prepare a "School Access Analysis" to the elementary, middle school, and high school from this proposed
development. The analysis should include school location, description of sidewalks, pedestrian paths, and
shoulders, location of crosswalks, etc. Attached are guidelines for preparing this analysis.
The most recent Federal Way School District Capital Facilities Plan indicates a student yield of .6108 from new
single-family housing. This development could add an additional 5 new students. These are averages only; the
actual number of students may vary. This may create a need for additional space, equipment and staff. This
impact is mitigated by the collection of impact fees.
The District appreciates the opportunity to comment on this proposed development and reserves the right for
further comment as additional information becomes available.
Sincerely,
T$ �1 ,
Nasciimento
Student & Demographic Forecaster
cc: Sally McLean, Chief Finance & Operations Officer
Paul Vang, Security and Safety Manager
Each Scholar. A Voice. A Dream. A BRIGHT Future.
33330 8`h Avenue South, Federal Way, WA 98003 1 p.253.945.2043 I f.253.941.04421 www.fwps.org
4is�
CITY OF
Federal Way
DATE: October 24, 2016
MEMORANDUM
Community Development Department
TO: Mark Orthmann, Assistant City Attorney
FROM: Becky Chapin, Associate Planner
SUBJECT: Daniel Lee Short Plat — Short Subdivision Clarification
File # 16-105007-00-SU, 36027 6th Avenue SW
Mark,
Attached Please find the proposed short subdivision of one residential lot into nine residential
lots, stormwater tract, and road. A question came up as to whether this is a short subdivision or
a full subdivision.
In 2007 the code changed and short subdivisions are nine or fewer lots. Based on past practice
(when up to four lots was a short subdivision) tracts for stormwater/roads/open space have not
been counted as lots for division purposes. You could have four residential lots, an open space,
road, and stormwater tract and it is still a short subdivision.
This is the first nine lot short subdivision since the code has been updated. Does the
stormwater tract change the project to a full subdivision?
Per FWRC 18.05.010, Definitions:
"Short subdivision" means the division or redivision of land into nine or fewer lots, tracts,
parcels, sites, or divisions for the purpose of sale, lease, or transfer, including the division of
land into lots or tracts which are one -one -hundred -twentieth of a section of land or larger, or
five acres or larger if the land is not capable of description as a fraction of a section of land. For
purposes of computing the size of a lot, which is one -one -hundred -twentieth of a section of
land or larger, or five acres or larger, and which borders on a street or road, the lot size shall be
expanded to include the area which would be bounded by the centerline of the road or street
and the side lot lines of the lot running perpendicular to such center lot line.
I've attached the King County Short Subdivision FAQs which states 'A short subdivision may
include any number of tracts (land reserved for special uses such as open space, surface water
retention/detention utilities, or access). Tracts are not counted as lots, and they cannot be used
as residential building sites.'
This seems like a logical interpretation, the stormwater tract is not buildable and would not be
further subdivided.
Before proceeding with review we would like some clarification whether this is a short
subdivision (nine or fewer) or full subdivision (ten or more). Please let me know if you would
like to meet to discuss further.
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE:
TO:
FROM:
FOR DRC MTG. ON:
FILE NUMBER(s):
RELATED FILE NOS.:
PROJECT NAME:
PROJECT ADDRESS.
ZONING DISTRICT.
October 18, 2016
Cole Elliott, Development Services Manager
Peter Lawrence, Plans Examiner
Rick Perez, City Traffic Engineer
Brian Asbury, Lakehaven Utility District
Vince Faranda, South King Fire & Rescue
Tanya Noscimento, Federal Way School District
Becky Chapin, Associate Planner
becky.chapin@cityoffederalway.com
November 3, 2016 - Internal Completeness Review
16-105007-00-SU
16-101348-00-PC
Daniel Lee Short Plat
36027 6`h Avenue SW
RS 9.6
PROJECT DESCRIPTION: Proposal to short plat (1) lot into (9) lots. Parcel # 302104-9051.
LAND USE PERMITS:
PROJECT CONTACT:
MATERIALS SUBMITTED:
Short Subdivision
Kerri O'Connor
ESM Consulting Engineers
33400 8t' Ave S # 205
Federal Way, WA 98003
• Master Land Use Application
• Site Photos
• Lot Closure Calcs
• Title Report
• Water & Sewer Availability
• Preliminary TIR
■ Short Plat Drawings
• Preliminary Engineering Drawings
---DECEIVED
41k
OF 40':Z��
Federal Way
APPLICATION No(S)
Project Name
OCT 13 2016
rrry (1F FFr)r MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
t-vz) 33325 8'" Avenue South
Federal Way, WA 98003-6325
253-835-2607; Fax 253-835-2609
www. ci t vnf federal_way. cn m
)6-105o0 -7-OU-,,rsvt
Daniel Lee Short Plat
Property Addremil ovation 36027 - 6th Ave SW, 98023
Parcel Number(s) 302104-9051
Project Description
PLEASE PRINT
9 lot short plat of parcel
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
X Short Subdivision
Subdivision
_ Variance: Commercial/Residential
Required Information
RS 9.6 Zoning Designation
5 t� 4� ^•++�
A'l'4tuw, O omprehensive Plan Designation
KI Value of Existing Improvements
Value of Proposed Improvements
International Building Code (IBC):
✓'� Occupancy Type
r.l 1A Construction Type
Bulletin #003 — January 1, 2011
Applicant
Date 10 ► 3 1
Name: Daniel Lee
Address: PO Box 4036
City/State: Federal Way, WA
Zip: 98063
Phone: 253=315-1368
Fax:
Email:dlu3e0086@y corn
Signature: Z�� /"
Agent (if different than Applicant)
Name:ESM Consulting Engineers
Address: 33400 - 8th Ave South #205
City/State: Federal Way/ WA
Zip; 98003
Phone: 253-838-6113
Fax:
Email: kerri.oconnori@esmcivil.com
Signature: K, ,
Owner
Name: Daniel Lee
Address: PO Box 4036
City/State: Federal Way, WA
Zip: 98063
Phone: 253-315-1368
Fax:
Email:dlee0086@yahoo.com
Signature:
Page I of 1
kAHandoutsWaster Land Use Application
RECEIVE h
OCT 13 2016
CITY OF FEDERAL WAY
CDS
CONSULTINg ENGINEERS,LL
October 4, 2016
Ms. Becky Chapin, Planner
City of Federal Way
33325 8th Ave S
Federal Way, WA 98003
RE: Short Plat Submittal
Daniel Lee Short Plat
Dear Becky:
Job No. 1899-001-016
Please accept this cover letter and accompanying information as our submittal with the
City of Federal Way for a short plat of the Daniel Lee Property located at 32027-6th Ave
SW in the City of Federal Way.
The project includes King County tax parcel 302104-9051, which totals approximately
3.14 acres of R-9.6 zoned property located in the southwestern portion of Federal Way.
The proposal is for the short plat of the said parcel into 9 single family residential lots with
a public road and storm water tract
The following is a general project narrative that outlines the proposal as well as known
issues and constraints that are relevant to this project:
Existina Conditions
The site slopes slightly downward from the southeast corner to the northwest corner with
the majority of the site being relatively flat. The property also contains a single-family
home, various out buildings and very few trees.
Zoning
The property included in the short plat is zoned R-9.6 (Single Family Residential, 9.6).
Utilities
The project will be served by Lakehaven Utility District for both water and sewer services.
Sanitary sewer services (8" mains) are stubbed to the property at the northwest corner of
the site along Vh Ave SW. It appears that there is adequate depth in the existing sewer
lines to serve this property. Water service is also available, with a mains located within 6m
Ave SW and 8th Ave SW. It is anticipated that these existing water and sewer facilities will
provide adequate capacity for this development.
ESM Federal Way ESM Everett Civil Engineering Land Planning
33400 8th Ave S, Ste 205 1010 SE Everett Mall Way, Ste 210 Land Surveying Landscape Architecture
Federal Way, WA 98003 Everett, WA 98208
253.838.6113tel 425.297.9900tel 3DLaser Scanning GIS
800.345.5694 toll free 800.345.5694 toll free www.esmcivil.com
253.838.7104 fax 425.297.9901 fax
Ms. Becky Chapin, Planner
October 4, 2016
Page 2
Stormwater
The proposed storm water facility will be located along the western boundary of the
property. The facility will be a combined detention/water quality pond. The facilities have
been sized according to the 2016 King County Surface Water Design Manual for Level 3
Flow Control and Basic Water Quality.
Roadways
A 40'-wide, half road right-of-way has been proposed along the southern boundary to
provide access to the development from 6'h Ave SW. This roadway will end in a
hammerhead to allow emergency turn around access. The road will be approximately
550 feet in length and will also provide access to the storm water pond.
Tree Retention
There are 41 significant trees located within the project boundaries. Of these trees, 41 are
healthy viable trees. This project is required to retain 66 viable tree unit credits located
within the boundaries of the project. The project is proposing to retain 22 tree unit credits
and provide 44 replacement tree unit credits to meet the 66 tree unit credits requirement.
Please refer to the Tree Protection Plan prepared by ESM Consulting Engineers, LLC and
submitted with this application for further details.
Short Subdivision Submittal
The following items are included in this submittal:
• Master Land Use Application
• Project Narrative (this letter);
+ Concurrency Application (fee $279�&Zz-cv 6 L
+ Computation sheet (2 copies)
• Title Report (2 copies)
• Certificate of Water Availability ( 2 copies)
• Certificate of Sewer Availability
• Site Photographs
■ Preliminary Technical Information Report (2 Copies)
• Site Plan (7 copies)
Site Plan - Half Size (1 copy)
Preliminary Engineering Drawing (6 copies)
Preliminary Clearing & Grading (6 copies)
• Preliminary Tree Retention Plan (6 copies)
• Submittal fee of $2,422.00
We understand that these items represent a complete list of required materials and the
applications will be deemed complete for processing upon intake.
I,-)
Ms. Becky Chapin, Plani ier
October 4, 2016
Page 3
We look forward to working with you through the City's review and approval process.
Should you have any questions, or require additional information, please contact me
directly at 253-838-6113.
Very truly yours,
ESM CONSULTING ENGINEERS, LLC.
KERRI O'CONNOR
Assistant Planner/GIS Analyst
Enc: As Noted
cc: Daniel Lee (w/enc)
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OCT 13 2016
CITY OF FEDERAL. WAY
aUni,mrnn CDS
�TI n DIST�cl
Lakehaven Utility District - Development Engineering Section
31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249
Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org
This certificate is intended to provide the applicant, land use agencies &/or public health departments with
information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion,
reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in
Lakehaven's or Other Purveyor's system facilities.
Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other
❑ Subdivision ® Short Subdivision ❑ Binding Site Plan
❑ Rezone ❑ Boundary Line Adjustment
❑ Other (specify/describe)
Tax Parcel Number(s): 3021049051 Site Address: 36027 — 6th Ave SW Federal Way Lakehaven Grid: H-14
Ex. Bldg. Area to Remain: Unknown New Bldg. Area Proposed: TBD
Applicant's Name: Daniel Lee
SEWER SYSTEM INFORMATION
1. ❑ Sewer service can be provided by service connection to an existing " diameter sewer main that Is
approximately feet from the site and the sewer system has the capacity to serve the proposed land use.
2. ® Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of:
® a. 5+/- feet of 8" diameter sewer main or trunk to reach the site; and/or
® b. The construction of a sanitary sewer collection system on the site; and/or
❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or
constructed; and/or
® d. Other (describe): DQye_IoPer Extension Agreement reoulred.
3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan.
❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an
Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits.
4. ® a. The proposed site land use is within the corporate limits of Lakehaven Utility District, or has been granted
Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area.
❑ b. Annexation or Boundary Review Board approval will be necessary to provide service.
S. Sewer service is subject to:
® a. Payment of connection charges (to be determined by Lakehaven);
® b. Proof or reservation of easement(s) as required by Lakehaven;
® c. Other: Sewer rvice Connection Permits requireicLv st b accented by Lakehaven
Prior to service connection activation.
Comments/special conditions:
I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of
signature.
Name: BRIAN ASBURY Title: DEVELOPMENT E ING V OR
Signature: Date: /
Lee swr 3021049051.docx (2/22/16) Page 1 of 2
3021049149
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Lee swr 3021049051.docx (2/22/16) Page 2 of 2
�kITY DISTO
Lakehaven Utility District - Development Engineering Section
31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249
Telephone: 253-945-1581 or 253-945-1580 Silk Email: DE@Lakehaven.org
This certificate is intended to provide the applicant, land use agencies &/or public health departments with
information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion,
reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in
Lakehaven's or Other Purveyor's system facilities.
Proposed Land Use:
❑ Building Permit-SFR
❑ Subdivision
❑ Rezone
❑ Other (specify/describe'
Tax Parcel Number(s): 3021049051
Ex. Bldg. Area to Remain: Unknown
Applicant's Name: Daniel Lee
SEWER SYSTEM INFORMATION
❑ Building Permit-MFR ❑ Building Permit -Other
® Short Subdivision ❑ Binding Site Plan
❑ Boundary Line Adjustment
Site Address: -6027 - 6th Ave 5W Federal Way Lakehaven Grid: H-14
New Bldg. Area Proposed: TAP
1. ❑
Sewer service can be provided by service connection to an existing " diameter sewer main that Is
approximately feet from the site and the sewer system has the capacity to serve the proposed land use.
2. ®
Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of:
®
a. 5+/_ feet of 8" diameter sewer main or trunk to reach the site; and/or
®
b. The construction of a sanitary sewer collection system on the site; and/or
❑
c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or
constructed; and/or
®
d. Other (describe): Developer Extension Agreement reoulred.
3. ®
a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan.
❑
b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an
Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits.
4. ®
a. The proposed site land use is within the corporate limits of Lakehaven Utility District, or has been granted
Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area.
❑
b. Annexation or Boundary Review Board approval will be necessary to provide service.
S. Sewer service is subject to:
®
a. Payment of connection charges (to be determined by Lakehaven);
®
b. Proof or reservation of easement(s) as required by Lakehaven;
®
c. Other: Sewer Service _onnection Permitsu' d, OE A-greementliQabove) must be a e ted by Lakehaven
prior to service eonnection actlyatlon.
Comments/special conditions:
I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of
signature.
Name: BRIAN ASBURY Title: DEVELOPMENT EERING
Signature:
Date: p
c
Lee swr 3021049051.docx (2/22/16) Page 1 of 2
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OTEt.akehaven utility Oistria Sewer Certificate ofAvallabillty
neither warrants nor guarantees the Parl�el 3021049051
accuracy of any factlfty information provktecL Facility locations and G 1GO 20a
eonditlons are subject to fieldLLny t] rlfication. Feet 8/1/2016 BIA
Lee swr 3021049051.docx (2/22/16) Page 2 of 2
rA i , L
OCR
� 3 20�G
laehaven
GTILITY DISTO CITY OF FEDERAL WAY
WA rn�
Lakehaven Utility District - Development Engineering Section
31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249
Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org
This certificate is intended to provide the applicant, land use agencies &/or public health departments with
information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion,
reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in
Lakehaven's or Other Purveyor's system facilities.
Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other
❑ Subdivision ® Short Subdivision ❑ Binding Site Plan
❑ Rezone ❑ Boundary Line Adjustment
❑ Other (specify/describe)
Tax Parcel Number(s): 3021049051 Site Address: 35027 — 6th Ave SW. Federal Wav Lakehaven Grid: F -14
Ex. Bldg. Area to Remain: Unknown New Bldg. Area Proposed: TBD
Applicant's Name: Daniel Lee
WATER SYSTEM INFORMATION
1. ❑ Water service can be provided by service connection to an existing " diameter water main that is approximately
feet from the site.
2. ® water service for the site will require an improvement to Lakehaven's water distribution system of:
® a. 15+ - feet of 8" diameter water main to reach the site; and/or
® b. The construction of a water distribution system on the site; and/or
❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or
constructed; and/or
® d. Other (describe): Developer Extension Are re ui Extend Lp perger Lakehaveg nolicy.
3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan.
❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an
Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits.
4. ® a. The subject property is within the corporate limits of Lakehaven Utility District, or has been granted
Boundary Review Board approval for extension of water service outside of Lakehaven's water service area.
❑ b. Annexation or Boundary Review Board approval will be necessary to provide service.
S. Water service is subject to:
® a. Payment of connection charges (to be determined by Lakehaven);
® b. Proof or reservation of easement(s) as required by Lakehaven;
® c. Other: Water 5e - e Connection aoplications reauired. DE 6Q mement (#2 a ove u t be ac epMd by Lakehaven
i)rior to service cQnnection c iva "Q14" meter need$ to -be evalupted under UPC
s andar s to determine it iLs adeguaLe for
Comments/special conditions:
The nearest fire hydrant will be on the Property (new hydrant, see #2 above, location(s) TBD per/by fire marshal approval).
Fire Flow at no less than 20 psi available within the water distribution system is 1.400-3,400 gpm (approximate) for two (2) hours or
more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Hydraulic
model results (FF#127 & FF#128) indicate that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a Fire
flow rate above 1.400-3.400 factual TBD ugon gomoletion Qf #2 above) gpm. Fire flow rates greater than this may be
accommodated through water distribution system improvements, contact Lakehaven for additional information.
538 Pressure Zone Property Elevations (GIs): High 400+/-, Low 380+/- Est. Pressures (psi): Min. 51, Max. 68
I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of
signature.
Name: BRIAN ASBURY Title: DEVELOPMFNT ENGINEERING SUPERVISOR
Signature:
Date: *VJ_ 6
Lee wtr 3021049051.docx (2/22/16) Page 1 of 2
NOTE: Lakehaven utility District Water Certificate of Availability
I, neither warrants nor guarantees the Parcel 3021049051
.accuracy of any facility Information
provided. Facility locations and c ma 2cc
conditions are subject to field
LtiY p ( verification. Feet 6/1/2016 BIA
Lee wtr 3021049051.docx (2/22/16) Page 2 of 2
I.
HICAGO TITLE INSURANCE COMP/
2300 COLMMIA CENTER, 701 5Ta AVE
SEATTLE, WA 95104
SHORT PLAT CERTIFICATE
Certificate for Filing Proposed Short Plat
SECOND CERTIFICATE
Order No.: 1264055
In the matter of the short plat submitted for your approval, this Company has examined the records of the
County Auditor and County Clerk of KING County, Washington, and the records of the Clerk of the
United States Courts holding terms in said County, and from such examination hereby certifies that the title to
the following described land situate in said KING County, to -wit:
SEE SCHEDULE A (NEXT PAGE)
VESTED IN:
DANIEL LEE AND YOUNG MIN LEE, HUSBAND AND WIFE
EXCEPTIONS:
SEE SCHEDULE B ATTACHED
CHARGE: $ 2 0 0.0 0
TAX: $ 18.00
Records examined to July 15, 2016 at 8:00 A.M.
CHICAGO TITLE INSURANCE COMPANY
By
MIKE HARRIS
Title Officer
(206)628-5623
OCT 13 2016
STY OF FEDERAL WAY
CDS
SHPIATA/1Z&"/BK
HICAGO TITLE INSURANCE COMP!
,%�
Order No.: 1264055
SHORT PLAT CERTIFICATE
SCHEDULE A
(Continued)
LEGAL DESCRIPTION
THE SOUTH 2/3 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE
SOUTHEAST 1/4 OF SECTION 30 IN TOWNSHIP 21 NORTH OF RANGE 4 EAST W.M., IN KING
COUNTY, WASHINGTON;
EXCEPT THE EAST 30 FEET THEREOF FOR 6TH AVENUE SOUTHWEST (JAKE TAYLOR ROAD) AS
CREATED IN VOLUME 33 OF KING COUNTY COMMISSIONERS RECORDS ON PAGE 341.
CHICAGO TTrLE INSURANCE COMPANY
CHICAGO TITLE INSURANCE COMPANY
Order No.: 1264055
SHORT PLAT CERTIFICATE
SCHEDULE B
This certificate does not insure against loss or damage by reason of the following exceptions:
GENERAL EXCEPTIONS:
A. Defects, hens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records
or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for
value of record the estate or interest or mortgage thereon covered by this Commitment.
B. Rights or claims of parties in possession not shown by the public records.
C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an
accurate survey and inspection of the premises.
D. Easements or claims of casements not shown by the public records.
E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or
for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by
the public records.
F. Liens under the Workmen's Compensation Act not shown by the public records.
G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity
or garbage removal.
H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in
the same becoming a lien.
I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof;
Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes.
J. Water rights, claims, or title to water.
K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY
OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00).
SHPCATH/031694/toe
CHICAGO =E INSURANCE COMPANY
HICAGO TITLE INSURANCE COMP.
b
c
Order No.: 1264055
SHORT PLAT CERTIFICATE
SCHEDULE B
(Continued)
EXCEPTIONS
1. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN
DESCRIBED AS CREATED IN COMMISSONERS RECORDS:
GRANTEE:
VOLUME:
PAGE:
KING COUNTY
33
341
2. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER
20040813900006, IN VOLUME 175 OF SURVEYS, PAGE(S) 172, AS FOLLOWS:
FENCE ECROACHMENT
3. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM
AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 810601000916
a 4. THE PROPERTY HEREIN DESCRIBED IS CARRIED ON THE TAX ROLLS AS PARTIALLY
EXEMPT UNDER A SENIOR CITIZEN'S EXEMPTION AND THE ASSESSED VALUES HAVE
BEEN "FROZEN". IF SAID TAXES ARE NOT PAID PRIOR TO THE SALE BY OR DEATH
OF THE QUALIFYING TAXPAYER THE EXEMPTION WILL BE DISALLOWED, THE ASSESSED
VALUES WILL BE ADJUSTED AND THE FULL TAX AMOUNT FOR CURRENT AND/OR PRIOR
YEARS, IF ANY, WILL BE DUE.
x
r
LEVY CODE: 1205
5. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE -IMPROVEMENTS:
GENERAL & SPECIAL TAXES
2016
302104-9051-04
1205
$ 53,000.00
$ 79,000.00
BILLED: $ 602.52
PAID: $ 301.26
UNPAID: $ 301.26
6. THE MOBILE HOME AND/OR MANUFACTURED HOME (AS DEFINED IN RCW 46.04.302)
LOCATED OR TO BE LOCATED ON THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT
TO LICENSING AND TITLE REGISTRATION BY THE DEPARTMENT OF MOTOR VEHICLES
CHICAGO TITLE INSURANCE COMPANY
HICAGO TITLE INSURANCE COMP!
SHORT PLAT CERTIFICATE
SCHEDULE B
(Continued)
EXCEPTIONS
PURSUANT TO RCW. 46.12.290.
Order No.: 1264055
SAID MOBILE AND/OR MANUFACTURED HOME IMPROVEMENTS ARE EXPRESSLY EXCEPTED
FROM THE LEGAL DESCRIPTION AND NOT INCLUDED IN THIS CERTIFICATE BECAUSE
THE CERTIFICATE OF TITLE IS NOT ELIMINATED AND THE MOBILE HOME HAS NOT
BEEN CONVERTED TO REAL PROPERTY AS REQUIRED BY RCW 65.20.
G 7. NUMEROUS MATTERS AGAINST PERSONS/ENTITIES WITH NAMES SIMILAR TO THE
FOLLOWING , THE EFFECT OF WHICH DEPEND UPON THE IDENTITY WITH SAID
PERSONS/ENTITIES:
DANIEL LEE AND YOUNG MIN LEE
if 8. THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMATION
PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS. THE PARTIES TO THE
FORTHCOMING SUBDIVISION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO
RECORDING, IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS.
r NOTE 1:
EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE
BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING
REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY
RECORDER OR IMPOSITION OF A $50.00 SURCHARGE.
FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY
RECORDER'S OFFICE WEBSITE AT WWW.MBTROKC.GOV/RECELEC/RECORDS AND SELECT
ONLINE FORMS AND DOCUMENT STANDARDS.
THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE
DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04.
SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE
LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT:
NW 1/4 SE 1/4, SECTION 30-21-4.
END OF SCHEDULE B
SHPLAIM/1212A0/EK
CHICAGO TITLE INSURANCE COMPANY
RESUBMITTED
FEB 13 2017
CITY OF FEDEF3RL WAY
commur�rn oEVE�oPMExr
CLOSURE ON
DANIEL LEE SHORT PLAT
February 2, 2017
BOUNDARY
North: 105346.8146 East: 1265122.4696
Line
Course: S 89-04-08 E
Length: 625.46
North: 105336.6507
East: 1265747.8470
Line
Course: S 01-24-01 W
Length: 218.58
North: 105118.1360
East: 1265742.5056
Line
Course: N 89-01-28 W
Length: 625.31
North: 105128.7824
East: 1265117.2862
Line
Course: N 01-21-40 E
Length: 218.09
North: 105346.8109
East: 1265122.4667
Line
Course: N 38-36-21 E
Length: 0.00
North: 105346.8109
East: 1265122.4667
Perimeter: 1687.44 Area: 136,541 S.F. 3.13 ACRES
LOT 1
North: 105337.6269 East: 1265687.8595
Line Course: S 89-04-08 E
Length: 60.00
North: 105336.6519
East: 1265747.8516
Line Course: S 01-24-01 W
Length: 149.76
North: 105186.9367
East: 1265744.1919
Curve Length:39.08
Radius:25.00
Delta:89-34-29
Tangent:24.82
Chord: 35.22
Course: S 46-11-16 W
Course In: N 88-35-59 W
Course Out: S 00-58-30 W
RP North: 105187.5476
East: 1265719.1993
End North: 105162.5512
East: 1265718.7739
Line Course: N 89-01-28 W
Length: 33.89
North: 105163.1282
East: 1265684.8889
Line Course: N 00-58-32 E
Length: 174.52
North: 105337.6229
East : 1265687.8602
Line Course: N 09-59-45 W
Length: 0.00
North: 105337.6229
East: 1265687.8602
Perimeter: 457.26 Area: 10,228 S.F. 0.23 ACRES
LOT 2
North: 105338.5550 East: 1265630.7459
Line
Course: S 89-04-08 E
Length: 57.12
North: 105337.6268
East: 1265687.8584
Line
Course: S 00-58-32 W
Length: 174.52
North: 105163.1321
East: 1265684.8870
Line
Course: N 89-01-28 W
Length: 57.12
North: 105164.1046
East: 1265627.7753
Line
Course: N 00-58-32 E
Length: 174.48
North: 105338.5594
East: 1265630.7460
Line
Course: S 00-44-49 W
Length: 0.00
North: 105338.5594
East: 1265630.7460
Perimeter: 463.24 Area: 9,967 S.F. 0.23 ACRES
LOT 3
North: 105339.4568 East: 1265575.2532
Line
Course: S 89-04-08 E
Length: 55.50
North: 105338.5549
East: 1265630.7459
Line
Course: S 00-58-32 W
Length: 174.48
North: 105164.1002
East: 1265627.7752
Line
Course: N 89-01-28 W
Length: 55.50
North: 105165.0451
East: 1265572.2833
Line
Course: N 00-58-32 E
Length: 174.44
North: 105339.4599
East: 1265575.2533
Line
Course: S 00-39-43 W
Length: 0.00
North: 105339.4599
East: 1265575.2533
Perimeter: 459.92 Area: 9,682 S.F. 0.22 ACRES
LOT 4
North: 105340.4514 East: 1265514.0113
Line Course: S 89-04-08 E
Length: 61.25
North: 105339.4561
East: 1265575.2532
Line Course: S 00-58-32 W
Length: 174.44
North: 105165.0414
East: 1265572.2832
Line Course: N 89-01-28 W
Length: 11.64
North: 105165.2395
East: 1265560.6449
Curve Length:31.46
Delta: 72-06-35
Chord: 29.43
Course In: N 00-58-32 E
RP North: 105190.2359
End North: 105182.9622
Curve Length:41.10
Delta: 44-26-08
Chord: 40.08
Course In: S 73-05-07 W
RP North: 105167.5420
End North: 105214.0530
Line Course: N 00-58-32 E
North: 105340.4447
Line Course: N 24-49-14 E
North: 105340.4538
Radius: 25.00
Tangent: 18.20
Course: N 52-58-11 W
Course Out: S 73-05-07 W
East : 1265561.0706
East: 1265537.1521
Radius: 53.00
Tangent: 21.65
Course: N 39-07-57 W
Course Out: N 28-38-59 E
East: 1265486.4449
East: 1265511.8560
Length: 126.41
East: 1265514.0082
Length: 0.01
East: 1265514.0124
Perimeter: 446.32 Area: 9,624 S.F. 0.22 ACRES
LOT 5
North: 105341.7325 East: 1265438.7722
Line Course: S 89-04-08 E
Length: 75.25
North: 105340.5096
East: 1265514.0123
Line Course: S 00-58-32 W
Length: 126.41
North: 105214.1180
East: 1265511.8600
Curve Length:92.96
Radius:53.00
Delta:100-29-30
Tangent:63.72
Chord: 81.49
Course: S 68-24-14 W
Course In: S 28-38-59 W
Course Out: N 71-50-31 W
RP North: 105167.6069
East: 1265486.4490
End North: 105184.1238
East: 1265436.0884
Line Course: N 00-58-32 E
Length: 157.63
North: 105341.7309
East : 1265438.7721
Line Course: N 02-02-30 E
Length: 0.00
North: 105341.7309
East: 1265438.7721
Perimeter: 452.25 Area: 9,605 S.F. 0.22 ACRES
LOT 6
North: 105342.4952 East: 1265388.2778
Line Course: S 89-04-08 E
Length: 50.50
North: 105341.6745
East: 1265438.7711
Line Course: S 00-58-32 W
Length: 157.63
North: 105184.0674
East: 1265436.0874
Curve Length: 15.94
Radius:53.00
Delta:17-13-38
Tangent:8.03
Chord: 15.88
Course: S 09-32-41 W
Course In: S 71-50-30 E
Course Out: N 89-04-08 W
RP North: 105167.5502
East : 1265486.4479
End North: 105168.4115
East : 1265433.4549
Line Course: S 00-55-52 W
Length: 18.00
North: 105150.4139
East: 1265433.1624
Line Course: N 89-01-28 W
Length: 48.50
North: 105151.2396
East: 1265384.6694
Line Course: N 01-04-51 E
Length: 191.29
North: 105342.4956
East: 1265388.2777
Line Course: S 10-44-15 E
Length: 0.00
North: 105342.4956
East: 1265388.2777
Perimeter: 481.86 Area: 9,627 S.F. 0.22 ACRES
LOT 7
North: 105343.3238 East: 1265337.2845
Line
Course: S 89-04-08 E
Length: 51.00
North: 105342.4950
East: 1265388.2778
Line
Course: S 01-04-51 W
Length: 191.29
North: 105151.2391
East: 1265384.6695
Line
Course: N 89-01-28 W
Length: 50.50
North: 105152.0989
East: 1265334.1768
Line
Course: N 00-55-52 E
Length: 191.25
North: 105343.3236
East: 1265337.2847
Line
Course: N 39-17-31 W
Length: 0.00
North: 105343.3236
East: 1265337.2847
Perimeter: 484.04 Area: 9,707 S.F. 0.22 ACRES
LOT 8
North: 105344.1452 East: 1265286.7912
Line
Course: S 89-04-08 E
Length: 50.50
North: 105343.3245
East: 1265337.2845
Line
Course: S 00-55-52 W
Length: 191.25
North: 105152.0998
East: 1265334.1767
Line
Course: N 89-01-28 W
Length: 50.50
North: 105152.9596
East: 1265283.6840
Line
Course: N 00-55-52 E
Length: 191.21
North: 105344.1443
East: 1265286.7912
Line
Course: N 00-07-17 W
Length: 0.00
North: 105344.1443
East: 1265286.7912
Perimeter: 483.46 Area: 9,657 S.F. 0.22 ACRES
LOT 9
North: 105344.9648 East: 1265236.2979
Line
Course: S 89-04-08 E
Length: 50.50
North: 105344.1442
East: 1265286.7912
Line
Course: S 00-55-52 W
Length: 218.21
North: 105125.9630
East: 1265283.2452
Line
Course: N 89-01-28 W
Length: 50.67
North: 105126.8257
East: 1265232.5826
Line
Course: N 00-58-32 E
Length: 218.17
North: 105344.9641
East: 1265236.2971
Line
Course: N 45-30-59 E
Length: 0.00
North: 105344.9641
East: 1265236.2971
Perimeter: 537.55 Area: 11,037 S.F. 0.25 ACRES
TRACT A
North: 105346.8146 East: 1265122.4696
Line
Course: S 89-04-08 E
Length: 113.84
North: 105344.9646
East: 1265236.2946
Line
Course: S 00-58-32 W
Length: 218.17
North: 105126.8263
East: 1265232.5801
Line
Course: N 89-01-28 W
Length: 115.31
North: 105128.7895
East: 1265117.2868
Line
Course: N 01-21-40 E
Length: 218.09
North: 105346.8180
East: 1265122.4672
Line
Course: S 35-17-27 E
Length: 0.00
North: 105346.8180
East: 1265122.4672
Perimeter: 665.41 Area: 24,992 S.F. 0.57 ACRES
TRACT B
North: 105152.9569
East: 1265283.6844
Line
Course: S 1582.657
E Length: 149.50
North: 105150.4115
East: 1265433.1627
Line
Course: S 16.553 W
Length: 27.00
North: 105123.4151
East: 1265432.7240
Line
Course: N 1582.657
W Length: 149.50
North: 105125.9604
East: 1265283.2456
Line
Course: N 16.553 E
Length: 27.00
North: 105152.9569
East: 1265283.6844
Perimeter: 353.00 Area: 4,036 S.F. 0.09 ACRES
ROAD A
North: 105186.9364 East: 1265744.1915
Line Course: S 01-24-01 W
Length: 68.82
North: 105118.1370
East: 1265742.5098
Line Course: N 89-01-28 W
Length: 309.83
North: 105123.4121
East: 1265432.7247
Line Course: N 00-55-52 E
Length: 45.00
North: 105168.4061
East: 1265433.4560
Curve Length: 150.00
Radius:53.00
Delta:162-09-16
Tangent:337.57
Chord: 104.72
Course: N 82-00-30 E
Course In: S 89-04-08 E
Course Out: N 73-05-08 E
RP North: 105167.5449
East: 1265486.4490
End North: 105182.9649
East: 1265537.1562
Curve Length:31.46
Radius:25.00
Delta:72-06-35
Tangent:18.20
Chord: 29.43
Course: S 52-58-10 E
Course In: N 73-05-08 E
Course Out: S 00-58-33 W
RP North: 105190.2385
East: 1265561.0747
End North: 105165.2421
East: 1265560.6489
Line Course: S 89-01-28 E
Length: 158.15
North: 105162.5495
East: 1265718.7760
Curve Length:39.08
Radius:25.00
Delta:89-34-29
Tangent:24.82
Chord: 35.22
Course: N 46-11-17 E
Course In: N 00-58-32 E
Course Out: S 88-35-57 E
RP North: 105187.5458
East: 1265719.2016
End North: 105186.9347
East: 1265744.1942
Line Course: N 56-23-07 W Length: 0.00
North: 105186.9347
East: 1265744.1942
Perimeter: 802.35 Area: 18,375 S.F. 0.42 ACRES
\\esm8\engr\esm-jobs\1 899\001\016\document\ca1c-001.doc
A PORTION OF THE SE 1 /4 OF SEC. 30, TWP 21 N, RGE 4E, W.M.
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
30 0 30 60
scale 1 " = 40 feet
LUMINAIRE SCHEDULE
LUM.
NO.
POLE
NO.
CIRCUIT
I
LOCATION
I
STATION
OFFSET
I (FEET)
LAMP *
WATTAGE
DIST.
TYPE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
1
5537-1—SL01-1
A
6TH AVE SW
31 +24
28.0' RT
100
M—C—III
10'
30'
2
5537-1 —SLO1 —2
A
6TH AVE SW
32+59
28.0' RT
100
M—C—III
10
30'
3
5537-1—SLO1-3
A
SW 360TH S
11 +82
20.5' LT
100
M—C-III
10'
30'
4
5537-1—SL01-4
I A
I SW 360TH ST,
10+53
26.0' LT
100
1 M—C—III
10'
30'
*LEOTEK GCM 1 3OF M V NW 3 GY 700
WIRING SCHEDULE
CONDUIT
RUN
CONDUIT
SIZE
CONDUCTORS
NOTES
1
2" PVC (SCHEDULE 40)
2—#8, 1—#8 BARE
2
2" PVC (SCHEDULE 80)
2—#8, 1—#8 BARE
3
1 2 PVC SCHEDULE 40
2— 8, 1— 8 BARE, 3— 12 PHOTOCELL
13—#2,
4
1 2" PVC (SCHEDULE 40)
POWER
COORDINATE WITH LOCAL ELECTRIC UTILITY
CONSTRUCTION NOTES
OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET
AT STA 31 +40, 28.0' RT. PER STANDARD DRAWINGS 3-41 ,
3-45, AND CITY OF FEDERAL WAY SPECIFICATIONS.
CONTRACTOR TO VERIFY SEVICE CABINET LOCATION AND
SERVICE CONNECTION WITH PSE.
OINSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX,
2 LIGHT STANDARD AND LED LUMINAIRE (LEOTEK GCM 1 30F
MV NW 3 GY 700) WITH 7 PIN CONNECTOR PER
LUMINAIRE SCHEDULE AND CITY OF FEDERAL WAY
STANDARD DRAWINGS 3-38,
3-39, 3-39A, 3-39B AND 3-40. INSTALL PHOTOCELL ON
LUMINAIRE NEAREST THE SERVICE CABINET. CONTRACTOR IS
RESPONSIBLE FOR INSTALLING STREET LIGHT NUMBERS ON
POLES PER CITY STANDARD DETAIL 3-398.
O INSTALL TYPE 1 BOX PER WSDOT STD PLAN J-40-10,
ALT 2 (17" X22") WITH GROUNDED, GALVANZIZED LID PER
DETAIL SHEET DRAWINGS 3-40 AND 3-41.
STREET LIGHTING NOTES
GENERAL NOTES
1. All construction shall be in accordance with the Federal
Way Revised Code (FWRC), applicable ordinances, and the City
Council conditions of project approval. These documents are
supplemented by the Standard Specifications for Road, Bridge, and
Municipal Construction (WSDOT/APWA), the King County Road
Standards (KCRS), and the King County Surface Water Design
Manual (KCSWDM). It shall be the sole responsibility of the
applicant and the Professional Engineer to correct any error,
omission, or variation from the above requirements found in
these plans. All corrections shall be at no additional cost or liability
to the City of Federal Way.
1. The Contractor shall acquire an Electrical Permit from the City?s Building Department. The
Electrical Permit shall be kept in the upper bay of the service cabinet.
2. Upon completion of underground installation of power from power vault or pole to service cabinet,
contractor shall notify the Building Department. Upon Final Electrical Permit approval, the electrical
inspector will place an approval tag next to the meter base so that electrical service can be
authorized.
3. The Contractor shall coordinate power source and service location with the utility company.
4. The Contractor shall contact the Utilities Underground Location Center (1—800-424-5555) at least 3'
days before digging.
5. Field adjust pole bases to be level with sidewalk surface (see City Standard Drawings 3-39A and 3-
43).
6. Locate light poles so that the pole is a minimum of six (6) feet behind the face of curb, and the
luminaire extends two (2) feet beyond the face of curb. Light poles shall not be located within the
sidewalk. Pole bases may be located within the sidewalk only with City approval.
7. Junction boxes shall be located behind the sidewalk, and within five (5) feet of the pole.
8. Conduit shall be Schedule 80 PVC under all street and driveway crossings. Schedule 40 PVC
conduit is acceptable under landscaped areas.
9. Immediately following final inspection of the street light system by King County, all street light
system J—Boxes shall be spot welded shut using a 1? weld on opposite corners.
LEGEND
NEW
LED TYPE LUMINAIRE, ARM,
AND ALUMINUM DAVIT STYLE POLE
(SUBMIT CATALOG CUT TO CITY PRIOR TO INSTALLATION)
— — — — — PVC CONDUIT (SEE WIRING SCHEDULE)
® SERVICE CABINET
® TYPE 1 JUNCTION BOX WITH
CONCRETE PAD PER
WSDOT STD PLAN J-40.10
WIRE NOTE
O CONSTRUCTION NOTE
RESUBMITTED
FEB 13 2018
CfTY OF FEDERAL WAY
COMMUNfTY DEVELOPkdE` 7
PERMIT NO.
17-103803-00—EN
APPROVED
DATE
FIELD BOOK:
SURVEYED:
SURVEY BASE MAP:
DESIGN ENTERED:
vJG
DESIGNED
LDH
CHECKED:
ONALO
���(�� WAS
I- #
F 0251 �,o `�
FsSI�'STER�G
°"AL
1-31-18
Najq TH WES T
Ti4AFF/G EXPE/4TS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone: 425.522.4118 Fax: 425.522.4311
CITY OF FEDERAL WAY
DAN I E L LEE SHORT PLAT
ILLUMINATION PLAN
SHEET
1
OF
SHEETS
REVISE PER CITY COMMENTS
VJG
1
DATE
REVISION
BY
DATE
N
I �
r7 c
Co c
i o
E
� c
� c
c
� N
v N
o �
0 O
r W
� II
W
z z
P w
Z J
o
4 " 0. D. ALUM. TUBE
88" WALL ALLOY
6063-T6 SATIN
GROUND FINISH
2.
4j" 0. D.
2" N.P.S.
SLIPFITTER
HAPCO 41 SERIES AND
VALMONT RTA POLES
MEET THIS STANDARD.
(2)- 1 /2" 13 N.C.
STAINLESS STEEL
00
THRU-BOLTS,
x NUTS, AND NYLON
N WASHERS.
44" O.D.
—6063-T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8"
TO 44", 0.219" WALL THICKNESS
SATIN BRUSHED FINISH
NOTES :
1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE
SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN A 90 MPH
ISOTACH / 120 MPH GUST VELOCITY WIND.
2. 4043 FILLER WIRE USED FOR WELDING,
3. ONLY THE BASE FLANGE WELDS ARE HEAT -TREATED.
4. BASE FLANGE SHALL ACCOMODATE 1 1 " TO 12"
BOLT CIRCLE.
5. (4) 1 "- 8 NC STEEL ANCHOR BOLTS ASTM 2" 1 14" DIA.
A 576, AISI GRADE 1021-1046, 50,000 BOLT CIRCLE
PSI = MIN. YIELD MEAN DIA. OF ROD
STOCK 0.908 f .011", OUT OF ROUND ►'':� I •;'
TOLERANCE : f 0.012" ROLLED OR CUT:
THREADS PER A307, CLASS 2A, TOP 10" 7 REBA
GALVANIZED PER ASTM A153, COMPLETE 8 - #
WITH (8) 1 " 8NC GALVANIZED STEEL HEX #4 HOOP REBAR
NUTS & (8) 1 " GALVANIZED STEEL FLAT 1'-0" CENTERS
WASHERS.
6. CITY MAY ACCEPT OTHER BEND RADII AND 1„
DAVIT ARM MOUNTING ANGLES.
,- HANDHOLE (4" X 6" NOMINAL)
NON -FLUSH TYPE, COMPLETE
WITH REINFORCING FRAME ALLOY - �I fo
356-T6, COVER AND S.S. a n
HEX HD. SCREWS
" - 13 NC S.S. 2 SCH. 40
BOLT W/ S.S. PVC CONDUIT 4,�
SPLIT WASHER
AND S.S. FLAT CLASS 5 1
WASHER CONCRETE ((3000 psi ).D3 zE 3E SQUARE
OR 3 DIAMETER BASE.
SECTION THRU HANDHOLE
Rev. NOV 2014
CUT OF PUBLIC LUMINAIRE POLE DWG. NO.
Fedora ��f WORKS 3-39
JUNCTION BOX SHALL BE SET
NEAR OR ADJACENT TO POLE BASE.
BOTTOM OF BOX MUST BE
ABLE TO DRAIN.
CURB & GUTTER
JUNCTION BOX SHALL CONFORM
TO WSDOT STD. PLAN J-40.10
(TYPE OR 2) WITH NOTEGALVANIZED
, BELOW) JBIOX
D(SEE
IN SIDEWALK SHALL HAVE SLIP -
RESISTANT COATING PER SECTION
3.6.2 OF THE PUBLIC WORKS
DEVELOPMENT STANDARDS
HAND HOLE LUMINAIRE POLE. REFER TO
1 DWG. 3-39A FOR PLACEMENT
CONCRETE PAD
PER DWG. 3-39A
Li
Q
O
1- __
HAND HOLE ON SEC MODEL
SIDE OPPOSITE 1791-SF
APPROACHING FUSE-FNM-5
ROME POLE AND BRACKET TRAFFIC OR APPROVED
CABLE. TWO CONDUCTOR �'� EQUAL
AWG #8 STRANDED COPPER7 1 (2 EACH) --�
WIRE, 45 MIL PVC INSULATION, GROUND LUG1
95 MIL HMW POLYETHYLENE
BELT OR APPROVED EQUAL. A
STREET LIGHT OR SIGNAL POLE
Lj" TYP.
GROUND TO MATCH
GAUGE OF CONDUCTORS
"ILSCO" TYPE ULT COPPER
CRIMP OR APPROVED EQUAL
�
2" SCHEDULE 40
3M EPDXY SPLICE KIT
o'
PVC CONDUIT
TO STREET LIGHT
GROUND TO MATCH
�--2"
A �
Z-T
GAUGE OF CONDUCTORS
BELL END PVC BUSHING
SCH. 40 PVC CONDUITO
STREET
LIGHT
(SCH. 80
UNDER STREET AND DRIVEWAY)
NOTES:
1) J-BOX LID TO BE WELDED SHUT AFTER FINAL INSPECTION W12 1- LONG WELDS AT OPPOSITE CORNERS.
2) EXCEPT AS NOTED, ALL WIRING METHODS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC)
AND APPLICABLE SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS REV. APR 2015
�WG
° omWft WORKS UNIFORM LUMINAIRE WIRING DETAIL D
F3-40
w
ro
0-
On 0
y L
2=
N U ?
0 O W
Jmwm
J LL
Q2' i
�I�
5
aZ2
53
wz�
O1< U
'8> o
zo w
-, N
a LrL...
LUMINAIRE BASE LOCATION DETAIL
IN 6' PLANTER STRIP BEHIND SIDEWALK
SECTION
UNLESS SPECIFIED, BASE
FOUNDATION CAN BE EITHER-
3' DIAMETER OR 3' SQUARE.
CONCRETE PAD NOT SHOWN FOR
CLARITY. SEE DETAILS, BELOW
TOP OF PAD TO BE
FLUSH WITH SIDEWAU
GROUT UNDER
.E BASE FLANi
SECTION
LUMINAIRE BASE AND J-BOX CONCRETE PAD ENCASEMENT DETAIL
FOR 6' PLANTER STRIP FOR 4' PLANTER STRIP
(STREET LIGHT IN FRONT OF SIDEWALK) (STREET LIGHT BEHIND SIDEWALK)
•
•�f W W W W W
'f6 a
W W
• FULL D" 12' MIN. v W W
12' MIN.
.�• ,',oe
4,
• �A?ASKKY
�, • • '
STREEf LIGHT
d � ,POLE
W W W
v ,Y v
BASE
•
CONCRETE PAD
°FULL DEPTH
v 4 W
FLASH PER '
�, STREET LJ(,y{jY
FINISH PER
1dEXPANSION JOINT''
r
Cifd
DETAL 3-3 POLE BASE
DETAIL 3-3
d' y
i
.�• ••,�—BOX
IW
FPZM
�(•
W YMAW
' .� �, • �•
( �l
.' d.' G
W `Y
�
0
6q
12 MIN.
`VP`\` V W W
° '
d
'd.
CC
W
d tl. Q
O�
Q
6- MIN.
�.
Q
e
•
.. '. d . W W ��� W •Y
®v. d
�J !)
• �, ... A ..
• ..i
W W .Y
W W W
U
4• .
' W Q W W W
« � 6w. .. •t.
W W W
DEC 2014
at,QCIO
° WORKS STREETAND CONCRETE PAD AROUND ENT DWG. A
J-BOXES AND POLE BASES 3 39
Call 2 Working Days Before You Dig
811
Utilities Underground Location Centel
(ID,MT,ND,OR,WA)
FIELD BOOK: �N A L D
SURVEYED: �oF wAs61
SURVEY BASE MAP: Q
DESIGN ENTERED: 0251 � TTHWEST
DESIGNED VJG F STERC�•� TRAFF/G EXPERTS
CHECKED:
LDH °NAL 11410 NE 124th St., #590, Kirkland, WA 98034
DATE REVISION BY
1 /31 /18 Phone: 425.522.4118 Fax: 425.522.4311
DATE
6f z
XXXX = SERVICE CABINET LOCATION
X
NUMBER BASED UPON A CITY DEFINED
COORDINATE SYSTEM
X
X
YY = THE SERVICE NUMBER, WITH
MOST LOCATIONS ONLY HAVING ONE
X
SERVICE CABINET, THUS NUMBER 1
AAZZ = CIRCUIT DESIGNATION NUMBER:
Y
EXAMPLE IS STREET LIGHT CIRCUIT 10
= SL10
Y
BB = POLE NUMBER WITHIN CIRCUIT
A
LEADING ZEROS SHALL BE OMITTED
A
Z
ALL NUMBERS/LETTERS SHALL BE TWO
HIGH WITH TWO (2) INCH
Z
VERTICALESPACING
ALL NUMBERS/LETTERS SHALL BE
B
PAINTED BLACK ON THE POLE FACE
„ NEAREST THE STREET. PAINT SHALL BE
B
2 BLACK ALKYD GLOSS CONFORMING TO
' FEDERAL SPECIFICATION TT-E-489.
EFad g Omar WORKS LUMINAIRE POLE NUMBERING 3-39B
CITY OF FEDERAL WAY
DANIEL LEE SHORT PLAT
ILLUMINATION PLAN
PERMIT NO.
17-103803-00-EN
APPROVED
DATE
SHEET
2
OF
3
SHEETS
I FIELD BOOK:
I SURVEYED:
I SURVEY BASE MAP:
DESIGN ENTERED:
DESIGNED VJG
CHECKED:_ LDH
DATE
JUNCTION BC
TO WSDOT S-
(TYPE 1 OR
GALVANIZED l
J—BOX TO Al
J—BOXES IN
HAVE SLIP—R
PER SECTION
WORKS DEVE'
—SERVICE TRANSFORMER
�) CABINET VAULT
(SEE FOUND—
ATION DETAIL)
11T
Q = BELL EI — , . —---.... —
IV J11\Lt_1 L1VF11
NOTES.
1) tJ—BOX LID TO BE WELDED SHUT AFTER FINAL INSPECTION W12 I- LONG WELDS AT OPPOSITE CORNERS.
2) EXCEPT AS NOTED, ALL WIRING METHODS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC)
AND APPLICABLE SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS
REV. APR
WG
C/\\\Mo ft WORKS ILLUMINATION SYSTEM SERVICE DETAIL D3-41�
F °
CITYOF
edelal
STREET LIGHT STANDARDS
OUTSIDE CITY CENTER
Public Works Department
Street
Classification
Pavement
Width
Lamp
Wattage
Average
Maintained
Footcandle
Maximum
Uniformity
Ratio
(AVG:MIN)
Luminaire
Mounting
Height
Light
Distribution
Pattern
Maximum
Luminaire
Spacing
Arterial
Over 66'
**
1.0
3:1
40'
M-C-III
**
Arterial
Over 44'
**
1.0
3:1
35'
M-C-III
**
Arterial
<- 44'
**
1.0
3:1
35'
M-C-III
**
Principal Collector
5441
**
0.6
3:1
35'
M-C-III
**
Minor Collector
<- 44'
**
0.5
4:1
30'
M-C-III
**
Local
<- 34'
**
0.4
6:1
30'
M-C-III
**
Notes:
1. Luminaires shall be LED with Correlated Color Temperature (CCT) of 4000K +/- 300K with a single photocell on pole nearest to service
cabinet for all circuits.
2. Street lighting standards shall be tapered round aluminum with Davit bracket arm, with 5' radius.
3. Luminaires shall be located at least 6' behind the curb within the landscape strip. If landscape strip is less than 6', luminaires shall be
located behind the sidewalk. (Refer to Standard Detail DWG. No. 3-39A).
4. Luminaire arm length shall provide for a 2' lamp overhang in front of the curb face.
5. All street lighting design plans shall be stamped by a Professional Engineer registered in Washington and approved by City staff.
6. Installation of street lights shall conform to City Standard Details and Specifications.
* Use 35' mounting height for streets up to 66' wide, 40' mounting height for streets over 66' wide.
** To be designed to meet roadway conditions and design criteria.
REVISION
A=111111111�.1111
WA
N A L _�;�
1/31/18
DWG. NO. 3-38
Revised FEB. 2015
COMPONENT SCHEDULE
OMETFRBASE:
100 AMP, 4 JAW, B-LINE U264 BY-PASS TYPE. 5TH JAW AT 9:00 POSITION
THE CONTRACTOR SHALL VERIFY THE SERVING UTIL(MS REOUIREwIENTS PRIOR TO FABRICATION
AND INSTALLATION OF THE SERVICE EQUIPMENT.
OPANEL.BOAIV.
120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE, COPPER BUS
EATON RAB BOLT -ON BREAKERS
1-100/2 MAN
3-15/2 ILLUMINATION BRANCH
1-50/1 SIGNAL BRANCH
1-20/1 GROUND FAULT RECEPTACLE BRANCH
1-15/1 CONTROL CKT BRANCH
OCONTACTOR:
LIGHTING RATED, 2 POLE, 120 VAC COI, 3-REQUITED
4
TERMINAL BLOCK TO REMOTE CELL
�•
u
5
PHOTO -CELL BYPASS SWITCH, Sm. 15 AMP, 277 VAC
6
GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A
7
THE METER DOOR IS REMOVABLE AND SWILL IE HWGED ON THE Rolf SIDE
2'
2'
I/M INCH ALUMINUM TYPE 5052-H32
2 SCREENED AND GASKETED VENTS
4'
DOORS: HEAVY DUTY WELDED HINGES (LIFT OFF TYPE). OPENS TO THE RIGHT
16'
STAINLESS STEEL VAULT HANDLES, PADI=W E METER DOOR
BEST CX LOCK ON DISTRIBUTION DOOR
POLISHED WIRE GLASS WPM N METER DOOR
CELL NEOPRENE GASKET, CARD HOLDER
IMLCUED
FINISH: BARE ALUMINUM MILL FINISH OVISM WHITE INSIDE
UM
� 1!M fB > >tQ11R1aR
120/240 VAC
mm S03DiC/BSB sm.
1' 3W
METER PHMO
TOP OF CABINET
RASE �
ALL CONDUIT TO CLEAR
TOWER CENTER BRACE OF
MART
CABINET BY 1/2' MN.
SEE NOTE 5
TEST
SiGlL4 • SWWITCH
82' MAX ANCHOR BOLTS PER
WSDOT STANDARD PLAIN
LTG QWRD
J-10.10, NOTE 4.
FAULT
SHIM TO PLUMB
_/z #4 HOOFS
#4 BAR EACH
CORNER
16'-20'
__Z—SEE
DETAIL 3-41 FOR
2-, SEE NOTE 2. GROUNDING REQUIREMENTS
PEDESTAL HEIGHT
MAY VARY SO AS
WIRING DIAGRAM
NOT TO EXCEED
MAX. CABINET
HEIGHT AND ENSURE 6" 3/8• D ply-
NIZTE�
PROPER METER DRAIN HOLE
HEIGHT BETWEEN
1. PAD MOUNT SHWA BE CL 3000 CONCRETE UNLESS OTHERWISE NOTED ON THE PLANS
48' AND L2" (OR
CURRENT U11LIlY S
2. WHERE PAD MOUNT IS LOCATED IN OR ADJACENT TO SIDEWALK, TOP Of BASE PAD SHALL FLUSH WITH
STANDARDS. BASE DETAIL
DEIYALTOP OF SK, AND OMIT CHAMFER WHERE PAD AND SDEWALI( MEET.
3. PAD MOUNT IS TYPICAL. CONTRACTOR SHALL USE CABINET MFR'S SPECS TO ASSURE PROPER FIT OF
NTS
CABINET ON BASE WITH RESPECT TO COMM PLACEMENT. CONTRACTOR SHALL SUBMIT FOR APPROVAL A
PROPOSED DESIGN, WITH PLAN, ELEVATION, AND RELEVANT SEC" VIEWS
t 6" —I15*
5' r
4. CABINET SHALL BE ATTAiC ED WITH AASHTO M164 Ctf]r LLY BODED AIC1oRS TO PAD MOUNT. ANCHOR
YA"IALLATDN SHALL BE AASHTO GRADE A307 HOT -DIPPED GALVANIZED Xl'x8'xf.
6'
INSIALL ONE SPARE
5. PLACE SL OW SEAL BETWEEN THE CABINET AND CABINET FOUNDATION.
Z' CONDUIT AND CAP;
F
OTHERS AS REQUITED.
U
B. OFiENT FACE OF CADET DOORS PER PLAN.
24'
7. CONTRACTOR SHALL. COORDINATE WITH POWER COMPANY REGARDING SERVICE CONNECTION.
f 4 BAR
RR EACH
A
S. COTOR NTRACSHALL OBTAIN AN ELECTRICAL PERMIT FROM THE CITY BIA.DING DEPARNE NT.
6'
I
9, WHEN SIGNAL CARNET. SERVICE GIBLET. AD/OR UPS/BBS AUXLIARY oN*u ARE INSTALLED NEXT TO
EACH OTHER, REFER TO CITY DETAL 3 4ISC FOR FOUIMM DEAL. METER DOOR MUST OPEN 180
DEGREES.
LOCATE CONDUITS
CENTRALLY IN FOUNDATION
10. KW SOUND ENERGY (pSE) OR OTHER FRANCHISE MITy POWER PROVIDER'S SGNDWLOS MAy CHANGE
NOE
PERIODICiYLY. IT 5 THE CONTRACTORS RESPONSIBILITY TO ENSURE THE CABINET MEETS THOSE STANDARDS.
2' UNDERGROUND SERVICE ENTRANCE
CONDUIT TO BE LOCATED IN CORNER
(WITHIN 4- X 4- SPACE)
Rev MAR 2017
C=<` F'ep ° g%5W WORKS STREET LIGHT SERVICE CABINET p3-45
Call 2 Working Days Before You Dig
811
Utilities Underground Location Cente
(ID,MT,ND,OR,WA)
rji!LffEX
H
TRAFFIC EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
PERMIT NO.
17-103803-00—EN
APPROVED
DATE
SHEET
CITY OF FEDERAL WAY 3
DANIEL LEE SHORT PLAT of
3
SHEETS
ILLUMINATION PLAN
.11 10. 77 0.77 0.74 0.7
1.69 0.71 0.75 0.78 0.7
.62 0.65 0.72 0.79 /•0. 1
3 0.65 0.71 0.79 0. 2
�0.67 0.70 0.75 0 80....0. 1
CO 11 0.79 0.80 0.80 0. 8
0.93 0.83 10.81 0,77 0. 4
IO 82 0.83 0.77 0.72 0. 9
10.77 0.75 10.70 0.65 01
0.70 0.68 0 64'�0 59 0 54
0.63 _J1:61 0.58 0.54 0 49
0.57 0.55 0.53 0.49 0 45 - -
I.0.53 0.50 0.48 0.45 0 41
0.47 0.47 0.45. 0.43 .39
I. I 10.45 0.45 0.44 0. .38
10.45 0.49 0.43 0.41 1 .38
0.43 0.43 0.42 .40 .37
(j 0.43 - 0.43 0.42 .40 .37
0.44 0.44 0.43 0. 41 .38
0,46 0.46 0.44 0., .38
0,49 0,41 0,11 1,43
0.54 0.53 0.50 0.46
0-%,\ 0.59 0.50
0.67 0.64 �'D.59 0.55
0.20 0.21 0.22 0.23 0.24
•0:80 0.77 0.12 0.67
0.19 0.20 0.21 0.23 0.24 0.26 0.28 0.31 0.32
0.84 0.92 0.]] 0.]3 s
0.180.1 0.21 0.22 0.24 0.27 0.29 0.33 0. 3 0.40 0. 42 _.. 1
9.41 0.81 O.tO O.]t
0.16 0.17 0.1 0.21 0.23 0.25 0.28 0,32 0. 0.43 0.48 0.5 0.5 /
0.73 0.77 0.7! 0.82
0.14 10. 16 •0.17 0.19 0.21 0.23 0.26 0.30 0.35� 0.41 0.48 0.55 0.61 0.65
.67 0.72 0.79 0.82
/ 0.14 0.15 0. 17 0.18 0.20 0.23 0.27 0.31 0.37 0.45 0.52 0.60 0.67 0.77 0 74
/ 0, O.67 0.72 0:79 0.89
13 0.14 •0. 15 0.17 0.19 0.20 0.23 0.27 0.33 0.39 0.47 0.55 0.64 0.71 0.77 0 18 �75
0.83
0.13 0.14 0.15 0.16 O.lt 0.20 0.23 0.28 0.73 0.40 0.48 57 0.67 O.TS 0.79 0.77 0.80 0.81 O.BO 0. v O.bO 78
0.12 0.14 0.15 0.17 0.18 0.21 0.24 0.28 0.34 0.41 0.50 q.58 0,68 0.76 0.78 0.73 10.65 0.
/ 0.87 0.86 0.83 0.78 0.74
0.12 0.13 0.15 0.17 0. 9 0.21 0.25 •0. 29 0.3g 0.43 G 52 �•0. 61 0.69 0.75 0.76 0.69 0. 3 .62
0.85 0.�6 0.84 0.79 0.73 0.69
0.11 0.13 0.15 0.17 0 19 0.22 •0 .26 0.31 0 17 0.46 0.550. 63 0.70 0.75 0.75 0.69 0.65 0.63 0.67 0.74 -T 0. 8 If
89 10:81 0.78 0.73 0.66 10.6
0.10 0.12 0.14 0.16 0. 0.22 •0.26 0.31 0.�79 0.46 0.54 110.62 0.]0 0.76 0.17 0.73 0.70 0.70 •0 .74 70.80 ' 0:82 0.76 0.68 0.58 ).4710
0.34 0.30 0.27 0.26 0.26 0.27 •0.29 0.33 0�31 0.46 0.53 0.62 0.70 0.77 O.7t O.T3 0.64 0. .60 0.68 0.76 0.79 0.75 00.60 0.45 0.54\0.64 0. 2
14 0.77 0.74 0.71 0.660 .59 0.5
12 0.14 0.1] 20 0.24 0.29 0.35 0.43 0.50 0 $7 0.6fi 0.75 0.79 0.78 0.77 0.7] 0`80 0.82 ,82 0. 79 0.74 0.67 0.58 0.37 0.33 0.30 0.28 0,28 0.28 0.30 0.33 0t 0.45 0.51 0.60 0.68 0.76 0.]t 0.74 0.65 0.61 0.62 0.69 0. 77 0. 78- 0.73 0,95 0/.3
0.38 0. 0.43 0.50 •0 ,3�8 •0. 5 /
0. 67 0. 68 0. 6 j 0 $1 / 0. 58 0. 53 0.4
0 .09 0.11 0.12 0.14 0.17 20 - 0.24 0.30 0.3 0.44 0.52 0.61 O.69 0.76 �0. 78 0.79 0.78 0.78 0. 79. 0:76 0.73 0.69 0.63 0.56 0.39 0:35 0.32 •0 .3D 0.29 0.29 0.30 0.32 0.36 0.42 0.4! 0.56 0.64 0.72 0.77 0.75 0.70 0.67 0.68 0.73 0.77 0.76 0.6! 0.61 00.37 0.31 .40 0.46 0.53 0. 8 _
0.59 0.659 0.56 0.51 0. 46 0.4
0.09 ; 0
0.11 0.12 0,14 10. 11 20 0.24 0.30 0. 0.46 0.54 `'�61 0.67 0.73 0.75 0.74 0.72 0.70 0.69 O.6fi _Q: 62 0.58 0.52 0.39 0.36 0.33 0.31 0.29 0.29 0.29 0.31 0.34 3f 0.46 0.52 0.59 0:67 0.77 0.76 0.76 0.75 •0. 75 0.76 0.75 0.71 0.64 0.56 00.35 0.35. 0.3 0.42 0.47 0. 2 L___. _.. _0.52 0.52 0.51 0.48 0.45 1 0.3
0.10 0.12 0.14 0 17 0.20 0.25 0.30 0.37 0.46 0.54 0.59 0.63 0. 66 0.67 0,64 0.61D_59 0.58 0.55 0.51 0.47 0.38 0.35 0.33 0.30 0.29 0.28 0.28 0.29 0.32 0.36 0.42 0.49 0.56 0.64 O.T1 0.75 0.78 0.79 0.79 0.77 0.73 0.67 �' 0,59 0,5# 00.32 0.32 0.35 0.3 0.42 0. 6
0.46 10.46 0.4 0.39 LL
5 0.4 •O.p6 0.3
27 0.28 0.30 0.33 0.36 0.45 0.54 0.60 0.65 0.]0 0. 71 0.76 0.75 0.72 0.68 0.63 0.55 0.49 0.40 0.35 0.31 0.30 0.30 0..31 •0 .35 0.38 0. 0
0:90 0. 11 0 40 0.38 0.3fi 0.33
Main Rd
Internal Rd I Illuminance (Fc)
Illuminance (Fc) Average = 0.62
Average = 0.46 I -A
Maximum = 0.88
Maximum = 0.83 Minimum = 0.30
Minimum = 0.08 Avg/Min Ratio = 2.07
Avg/Min Ratio = 5.75
APPROVALS:
CITY OF CITY OF FEDERAL WAY
F ede
ra Examined and approved this —_ day of al W.. ay
REVISED JUNE 2015
SHORT PLAT
NO. 16-105007-00-SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
RIGHTS —OF —WAY
Rights —of —Way graphically represented on this short plat have
been deeded to the City of Federal Way by Statutory Warranty Deed. King
County, Washington recording number:------____
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned
owners of interest in the land hereby short subdivided, hereby declare
this short plat to be the graphic representation of the short subdivision
made hereby, and do hereby dedicate to the public forever all the
easements and tracts shown on this short plat for all public purposes
as indicated thereon, including but not limited to parks, open space,
utilities and drainage unless such easements or tracts are specifically
identified on this short plat as being dedicated or conveyed to a person
or entity other than the public, in which case we do hereby dedicate
such easements, or tracts to the person or entity identified and for
the purpose stated.
Further, the undersigned owners of the land hereby short
subdivided waive for themselves, their heirs and assigns and any
person or entity deriving title from the undersigned, any and all claims
for damages against the City of Federal Way, its successors and assigns
which may be occasioned by the establishment, construction, or main—
tenance of roads and/or drainage systems within this short subdivision
other than claims resulting from inadequate maintenance by the
City of Federal Way.
Further, the undersigned owners of the land hereby short
subdivided agree for themselves, their heirs and assigns to indemnify and
hold the City of Federal Way, its successors and assigns, harmless from
any damage, including any costs of defense, claimed by persons within or
without this short subdivision to have been caused by alterations of
the ground surface, vegetation, drainage, or surface or sub —surface
water flows within this short subdivision or by establishment, con—
struction or maintenance of the roads within this short subdivision.
Provided, this waiver and indemnification shall not be construed as releasing
the City of Federal Way, its successors or assigns, from liability for
damages, including the cost of defense, resulting in whole or in part
from the negligence of the City of Federal Way, its successors, or assigns.
This subdivision, dedication waiver of claims and agreement to
hold harmless is made with the free consent and in accordance with the
desires of said owners.
iN WITNESS WHEREOF we set our hands and seals.
DANIEL LEE
YOUNG MIN LEE
State of Washington )
} ss.
County of }
l certify that 1 know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free and
voluntary act for the uses and purposes mentioned in the instrument.
Signature of
Notary Public
Printed name
Dated
My appointment expires
State of Washington
ss.
County of )
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free and
voluntary act for the uses and purposes mentioned in the instrument.
Signature of
Notary Public
Printed name
Dated
My appointment expires
RECORDER'S CERTIFICATE ....................
filed for record this ........... day of .......... 20....... at ...... M
in book .......... of ........ at page......... at the request of
.......:..................
Mgr. Su t. of Records
Deputy Public Works Director
Examined and approved this —_ day of
KING COUNTY
DEPARTMENT OF ASSESSMENTS
20 Examined and approved this day of ___ 20
RECORDING NO.
VOL./PAGE
SCALE: 1 inch = 200 ft.
100 0 200 400
Deputy Assessor --- PORTION OF
Community Development Director Account Number —_-- —�_ _ _ NW 1 4 of — SE _1 4 S. 30 21 N 4 E
-- / ---- T. — — R . ----
PROPERTY DESCiPTION VERTICAL DATUM HORIZONTAL DATUM
THE SOUTH 2/3 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE NGVD 29 BASED ON CITY OF FEDERAL WAY BENCHMARK NO. 2167-43-1 NAD 83/2011, WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, BASED
NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 30 IN TOWNSHIP 21 WITH A PUBLISHED ELEVATION OF 406.65 FEET.
NORTHOF RANGE 4 EAST W.kA IN KING COON GPS OBSERVATIONS UNTY, WASHINGTON;
EXCEPT THE EAST 30 FEET THEREOF FOR 6TH AVENUE SOUTHWEST (JAKE
TAYLOR ROAD) AS CREATED IN VOLUME 33 OF KING COUNTY COMMISSIONER'S
RECORDS ON PAGE 341.
EXCEPTIONS TO TITLE
LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM
CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1264055 DATED JULY 15, 2016. IN
PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS
ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN
ON THIS PLAT. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED SUBDIVISION
GUARANTEE TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE PLATS ACCURACY AND
COMPLETENESS TO THAT EXTENT
1. SUBJECT TO THE RIGHT TO THE TERMS AND CONDITIONS CONTAIN IN COMMISSIONERS
RECORDS RECORDED IN VOLUME 33 PAGE 341 OF KING COUNTY COMMISSIONERS RECORD,
2. SUBJECT TO THE MATTERS DISCLOSED BY RECORD OF SURVEY RECORDED UNDER
INSTRUMENT RECORDING NO. 20040813900006.
3. SUBJECT TO THE TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER,
AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER INSTRUMENT RECORDING
NO, 810601000916
4. NOT REPORTED HEREON.
5. SUBJECT TO THE GENERAL AND SPECIAL TAXES FOR PARCEL 302104-9051.
6-8. NOT REPORTED HEREON.
BASIS OF BEARINGS
AN OBSERVED BEARING OF S 89'05'30" E BETWEEN FOUND MONUMENTS AT
THE CENTER OF SECTION AND THE EAST QUARTER OF SECTION 30, TOWNSHIP
21 NORTH, RANGE 4 EAST.
SURVEY INSTRUMENTATION:
SURVEYING PERFORMED IN CONJUNCTION WITH THIS S_liRUEY DOCUMENT
UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT:
FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE SYSTEM
(GNSS).
ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON PS-103A, LEICA
TCRA 1105 PLUS
TOPCON HIPER LITE PLUS GNSS EQUIPMENT.
TOPCON GR-5 GNSS EQUIPMENT
PROCEDURE USED : FIELD TRAVERSE WORK COMPLIES WITH CURRENT
STANDARDS AS OUTLINED IN WAG-332-130-070, —080 AND —090.
ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS
REQUIRED BY WAC-332-130-100.
ZONING INFORMATION OWNER / DEVELOPER
ZONING: RS 9.6 DANIEL LEE
AREA COMPREHENSIVE: SINGLE FAMILY RESIDENTIAL PO BOX 4036
FEDERAL WAY, WA 98063
(253) 315-1368
CONTACT: DANIEL LEE
VICINITY MAP
NOT TO SCALE
SW 356TH ST
a a, N
rn � a
a
SITE
S '36 �
f
20__—
LAND SURVEYOR'S CERTIFICATE
This Short Plat correctly represents a survey made by
me or under my direction in conformance with the
requirements of the appro iat State and City
Statute and Ordinance i to er, 2016
......... ..... ..........................
ZACH RY T. LENNON..
Certi icate No. 44925
Assessor
RESUBMI � 1 ED
MAR 2 2 2017
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
CENTER OF SECTION 30
FOUND CASED MONUMENT
2" BRASS DISC WITH "X"
SET IN CONCRETE,
DOWN 0.3'
UTILIZING THE WASHINGTON STATE REFERENCE
NETWORK (WSRN).
N 89'05'30" W 2622.17'
w 30 N 89'05'30" W 655.54' N 89*05'30" W 655.54'
_ 30'
N
rn
N 89'04'08" W 625.46' 0 3Q'
z w N. LINE S2/3, N1/ iW1/4, NW1/4, SE 1/4
w
o DANIEL AND MIN LEE oo o �'
NCoPARCEL NO 3021049051
FOUND EAST QUARTER
CORNER SECTION 30
1/4" BRASS SLUG, SET
IN CONCRETE, DOWN 0.3'
LEANING NORTHEAST
N 89.05'30" W\
1311.09'
29
/ N r 4
N
z S. LINE N 1 /2 NW 1 /4., NW y4, SE 1/4 z z- w
e� l ei
N 89001'28" W 625.31' d-
-J
N _z w
"J z
z d I I 1 1 Li
1
(' I S. LINE NW 1/4, NW 1/4, SE 1/4
io
N
v)
W
a
0
N
z
S. LINE NW 1/4, SE 1/4
w �
m
M
w
AREAS
it
OVERALL
136,540 S.F.
3.13 ACRES
RIGHT OF WAY
18,375 S.F.
0.42 ACRES
z
TRACTS
29,025 S.F.
0.66 ACRES
.NET PLAT
89,140 S.F.
2.05 ACRES
M
z
N 88'49'22" W 1309.25'CJAj-
IfiDlcj
30 29
F — —SAME POINT-------- T
31 32
SECTION 30
f
N
FOUND SOUTHEAST
z FOUND SOUTH QUARTER + CORNER SECTION 30
CORNER SECTION 30 t 2" LEAD PIPE WITH WOOD
1/2" LEAD PIPE WITH PLUG AND MINI PK NAIL,
3/8" REBAR INSIDE, I BURIED 6" TO 9"
LEANING WEST
.�30 N 88'33' 12" W 2614.89'
_ .�0 29
31
31 32
CONSULTING ENGINEERS LLC
334008THAVE
( ® I I I
Suite 205
Federal Way, WA 98003
FEDERAL MAY (253) SM-6113
www.esmcivil.com
EVERErr (425) 297-"M
Gvtl Engineering
Public works
Land Surveying
Project:Management
Land Planning
Landscape Architecture
DWN. BY
CHKD. BY
TOWNSHIP 21 NORTH
RANGE 4 EAST, W.M.
W
Q
n
�l
0
DANIEL LEE
SHORT PLAT
DATE JOB NO.
RFG 03/21 /2017 1899-001-016
SCALE SHEET
ZTL 1 "=200' 1 OF 3
LEGEND
FOUND REBAR AND CAP AS NOTED
CITY Of
=FOUND .MONUMENT IN CASE
dealra
a
��
,Q = SET REBAR AND PLASTIC CAP MARKED "ESM LLC 35142/44925"
R = RADIUS
A = DELTA
REVISED JUNE 2015
SHORT PLAT
NO. 16-105007-00-SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
8"
5"
n
TABLE
RADIUS
LENGTH
53.00
15.94
25.00
31.46
CURVE
CURVE
DELTA
C1
17"3'3
C2
72'06'3
rTCI89'34'29"
25.00
39.08
TRACT A
TRACT A, AS DEPICTED
HEREON IS
RESERVED FOR STORM
DRAINAGE
FOR LOTS 1 THROUGH
9 AS
CREATED BY THIS SHORT PLAT.
TRACT B
TRACT B, AS DEPICTED
HEREON IS
�,
o
RESERVED FOR ACCESS
FOR LOTS
6 THROUGH 9 AS CREATED BY THIS M�
SHORT PLAT.
v./ CO
`L ^o
Y
2
LL
"a
31,
37,
L =ARC LENGTH
(R) _ .RADIAL BEARING
= DISTANCE MONUMENT TO MONUMENT
a =INDICATES NOTE NUMBER ON SHEET 2 OF 5
O= INDICATES EXCEPTION NUMBER ON SHEET 2 OF 5
0 = INDICATES EASEMENT PROVISION NUMBER ON SHEET 3 OF 5
SURVEY REFERENCES
R1-PLAT OF ROSEWOOD LANE, VOL. 204..0E PLATS,
PAGES 43-45, RECORDED UNDER RECORDING N0.
20011220002641.
R2-PLAT OF SILVERWOOD, VOL. 204 OF PLATS,
PAGES 46-51, RECORDED UNDER RECORDING N0.
20011220002642.
R3-PLAT OF STERLING WOODS, 247 OF PLATS,
PAGES 92-93, RECORDED UNDER RECORDING N0.
20080523000064.
R4-RECORD OF SURVEY RECORDED `UNDER
RECORDING N0. 20040813900006.
R5-RECORD OF SURVEY RECORDED UNDER
RECORDING N0. 8003279003.
RECORDING N0.
VOL./PAGE.
SCALE: 1 inch = 50 ft.
25 0 50 100
PORTION OF
_ NW 1/4 Of _ SE _1 /4, S, _ 30 - T. 21_N R.-�LL-
AN401
Lu
CN
-
N 89'05'30" W 655.54'
os
N
JI
-1 w
o � o NOT PLATTED
rn/ � o JOSEPH J PRINCEN JOSEPH J PRINCEN
z `- PARCEL N0. 3021049113 PARCEL N0. 3021049062
0
�� 89'04'08" W 625.46'
3J< 50.50: 50.50' r-----75.25 --- -
r---6i.25'--- + 55.50' � r -- 57.12' --, � 60.00'
31' 5' BSBL ,
(TYPICAL)
{ 20' UTILITY �
a EASEMENT n , ,_ ,
I , ^ N , LtJ i o0 4
3�0 � � N '(9.630 S.F.) z� ,� � d- 3 � 2 � 1 ,.
/ crw % ' r7 (9,605 S.F. N �' ( )00
w 8 rn rn w ) ,..� N 9,625 S.F. r,
> � CO ; (� 00 o oo; (9,680 S.F.); � (9,970 S.F.) : (10,230 S.F.)20
Cr^
Q
O
�^vvJ
O�QQ
N
Jw
z
i
HECTOR M RUIZ
PARCEL N0.
7796450700
GEORGE T KYAW
PARCEL N0.
77964500690
f /
/
SCOTT AND
f
YOUNG HAN
PARCEL N0.
7796450680
\
�_ N ; 9,655 S.F.) (9,710 S.F.) N :n 'n, ;z ; w 00
N :(11,035 S.F.) N N I w; t� Z J-- - - - -
Zi ;v N N ; N
TRACT A w w r �, _- ,- -, (� � � "'
N ; (9,670 S.F.iv rn ;0 z v � �g296 ` +°r° ,ro
(24,990 S.F.) ( M LESS. ,n n o `• /30" o
o
ao � EASEMENT) � �29`-
u7 � � z z �
z z 20 BSBL
10' UTILITY�--
' 10' UTILITY ,
EASEMENT
27' ACCESS o 55.50 57.12 33.89'
AND UTILITY - w
50.50 50.50' 48.50' `�
.EASEMENT � � 00 � b � M N
o N N 89'01'28" W 287.03' �
1 0o N�89'01'28" W 149.50' b ,� ui
o � z j
115.31' S0.67' N 149.50' N Z A N ,
I G�� Q
309.83 N
N 89'01'28". W 625.31'
PARK KYONG S
PARCEL N0.
7436800090
Q�20 26,42r�7.05 N
R=300.00' -
N
RECORDER'S CERTIFICATE ....................
filed for record this ........... day of .......... 20....... at ...... M
in book .......... of ........ at page ......... at the request of
g�... Supt. of Records .....
...........
TRACT B -�
(4,035 S.F.)
MARIA AND CRISTiNA MATALLANA
PARCEL N0. 7436800080
ROSEWOOD LANE
VOL. 204 PAGE 45
SHAFOAT AND
SHAHNAZ MANHOOD
PARCEL N0.
7436800070
- � N 89'00'34" W 662.10' -
S1N 361 ST ST
LAND SURVEYOR'S CERTIFICATE
This Short Plat correctly represents a survey made by
me or .under my direction in conformance with the
requirements of the appr na State and City
Statute and Ordinance ir>ctcer, 2-C16
CONSULTING
........... ..........
..
ZACH LENNON
Certificate No. 44925
® 334008ThiAVE, ENGINEERS LLC
Suite 205 I ®
Federal Way, WA 98003 FEDERAL WAY (253) 838-BN3
www.esmcivil.com Ev,�r (,zs) zee-aeoo
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architsaturo
g
SVETLANA AND
VASILIY KIFORISHIN
PARCEL N0.
7436800060
30'
30'
-
o
rn
N
N
N
O
N
o1
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30' z
1
W
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DANIEL, LEE
SHORT PLAT
w
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0
DWN. BY DATE JOB N0.
RFG 03/21 /2017 1899-001--016
CHKD. BY SCALE SHEET
ZTL 1 "=50' 2 OF 3
, v ;
El
Oco
--- . D
SW 360TH ST
COAz
CLC
i°
0)-
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as
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00
U- a
D
TREE RETENTION DATA
PER FWMC 19.120.130 TREE AND VEGETATION RETENTION
STANDARDS, THE TOTAL NUMBER OF TREE UNITS REQUIRED TO
BE PROVIDED SHALL BE CALCULATED BY MULTIPLYING GROSS
SITE ACREAGE, MINUS ANY PROPOSED PUBLIC OR PRIVATE
STREETS BY THE REQUIRED TREE DENSITY (IN TREE UNITS PER
ACRE).
TOTAL SITE AREA: 136,778 SF (3.14 AC)
LESS AREA OF PROPOSED HALF STREET IMPROVEMENTS-
. . x
13.182 SF
NET SITE AREA: 123,596 SF (2.84 AC)
PER FWMC TABLE 19.120.130-1, MINIMUM TREE DENSITY
REQUIREMENTS FOR VACANT OR REDEVELOPING SITES IN SINGLE
FAMILY ZONES IS 25 TREE UNITS PER ACRE.
25 TREE UNITS/ AC. X NET SITE AREA (AC.) = TOTAL NUMBER
OF TREE UNITS REQUIRED TO BE RETAINED.
25 X 2.84 = 71 TREE UNITS REQUIRED TO BE RETAINED.
vet ;
TOTAL NUMBER OF TREE UNIT CREDITS ON SITE = 97
VIPL
TOTAL NUMBER OF TREE UNIT CREDITS SHOWN RETAINED = 22
TOTAL NUMBER OF TREE UNIT CREDITS TO BE REPLACED =
71 - 22 = 49
A PORTION OF THE SE 1 /4 OF SEC. 30, TWP 21 N, RGE 4 E, W.M.
SW 361 ST ST
TREE UNIT CREDIT TABLE
TREE UNIT CREDITS
PER FWMC 19.120.130(4) TREE UNIT CREDITS FOR THE RETENTION OF EXISTING TREES AND THE PLANTING OF
NEW TREES SHALL BE AWARDED AS FOLLOWS:
TABLE 19.120.130=2 - TREE UNIT CREDITS
EXISTING
TREE
CATEGORY
EXISTING
TREE
1" TO
6"
D.B.H.
EXISTING
TREE
> 6"
TO
12" D.B.H.
EXISTING
TREE
> 12"
TO
18" D.B.H.
EXISTING
TREE
> 18"
TO
24" D.B.H.
EXISTING
TREE
> 24"
D.B.H.
REPLACEMENT TREE CATEGORY
SMALL CANOPY SPECIES (MATURE CANOPY AREA < 450 SF)
MED. CANOPY SPECIES (MATURE CANOPY AREA 450 TO 1,250 SF)
LRG. CANOPY SPECIES (MATURE CANOPY AREA > 1,250 SF)
TREE
UNIT
CREDIT
1.0
TREE
UNITS
PER
TREE
RETAINED
1.5
TREE
UNITS
PER
TREE
RETAINED
2.0
TREE
UNITS
PER
TREE
RETAINED
2.5
TREE
UNITS
PER
TREE
RETAINED
3.0
TREE
UNITS
PER
TREE
RETAINED
.50
TREE
UNITS
PER
TREE
PLANTED
1.0
TREE
UNITS
PER
TREE
PLANTED
1.5
TREE
UNITS
PER
TREE
PLANTED,
■
■
n
i
{
f
---f- 15"0 DECIDUOUS
SCALE: 1 " = 40'
40 20 0 40 80
25"0 DOUGLAS FIR
CONTOUR INTERVAL = 2`
FWMC 19.120 160 TREE AND VEGETATION PROTECTION DURING CONSTRUCTION
(1) NO CLEARING SHALL BE ALLOWED ON A PROPOSED DEVELOPMENT SITE UNTIL THE TREE RETENTION
AND LANDSCAPE PLANS HAVE BEEN APPROVED BY THE CITY OF FEDERAL WAY.
- 26"0 DOUGLAS FIR
(2) A NO DISTURBANCE AREA SHALL BE ESTABLISHED FOR EACH TREE TO BE PROTECTED. THE NO
21.0 DOUGLAS FIR
DISTURBANCE ZONE SHALL BE EQUAL TO THE CRITICAL ROOT ZONE WHICH IS DEFINED AS 12 INCHES
-- 22"0 DOUGLAS FIR
RADIUS FOR EVERY ONE INCH OF TREE DIAMETER MEASURED AT FOUR AND ONE-HALF FEET ABOVE
- 24"0 DOUGLAS FIR
GROUND. ANY OTHER NO DISTURBANCE AREA PROPOSED BY THE APPLICANT SHALL BE DETERMINED BY A
QUALIFIED ARBORIST AND SUBJECT TO REVIEW AND APPROVAL BY THE DIRECTOR.
(3) THE NO DISTURBANCE ZONE SHALL BE IDENTIFIED DURING THE CONSTRUCTION STAGE WITH:
- „ � DOUGLAS FIR
12
33"0 DOUGLAS FIR
(A) A TEMPORARY FIVE-FOOT CHAIN -LINK FENCE; AND
(B) TREE PROTECTION SIGNAGE ATTACHED TO THE FENCE WHICH READS `TREE PROTECTION FENCE -NO
12"0 DOUGLAS FIR
SOIL DISTURBANCE, PARKING, STORAGE, DUMPING, OR BURNING OF MATERIALS IS ALLOWED WITHIN THE
TREE PROTECTION FENCE."
12"0 DOUGLAS FIR
(4) NO SOIL DISTURBANCE, PARKING, STORAGE, DUMPING, BURNING OF MATERIALS, IMPERVIOUS
SURFACES, FILL, EXCAVATION, OR STORAGE OF CONSTRUCTION MATERIALS SHALL BE PERMITTED WITHIN
THE NO DISTURBANCE AREA.
(5) IF THE GRADE LEVEL AROUND THE TREE IS TO BE RAISED BY MORE THAN ONE FOOT, A ROCK WELL
W
SHALL BE CONSTRUCTED. THE INSIDE DIAMETER OF THE ROCK WELL SHALL BE EQUAL TO THE DIAMETER
OF THE TREE TRUNK PLUS 10 FEET. PROPER DRAINAGE, AND IRRIGATION IF NECESSARY, SHALL BE
PROVIDED IN ALL ROCK WELLS.
Q
(6) THE GRADE LEVEL SHALL NOT BE LOWERED WITHIN THE LARGER OF THE DRIP LINE OF THE TREE(S)
or
OR THE CRITICAL ROOT ZONE OF THE TREE(S).
(7) NO TRENCHING IS ALLOWED IN ANY CRITICAL TREE ROOT ZONE AREAS.
(8) NO INSTALLATION OF ANY IMPERVIOUS SURFACES IS ALLOWED IN CRITICAL ROOT ZONES. WHERE ROAD
OR SIDEWALK SURFACES ARE NEEDED WITHIN CRITICAL ROOT ZONES, UNMORTARED POROUS PAVERS OR
FLAGSTONE (RATHER THAN CONCRETE OR ASPHALT) MAY BE USED. BOARDWALKS OR BRIDGING MAY SPAN
ROOT ZONES WITHOUT HARMING THE TREE ROOTS.
(9) TREE PROTECTION AREAS (I.E., CRITICAL ROOT ZONE) MUST BE PREPARED TO BETTER WITHSTAND
THE STRESSES OF THE CONSTRUCTION PHASE BY, IF NECESSARY, FERTILIZING, PRUNING, AND MULCHING
AROUND THEM WELL IN ADVANCE OF BEGINNING ANY CONSTRUCTION ACTIVITIES.
(10) ALTERNATIVE PROTECTION METHODS MAY BE USED IF ACCEPTED BY THE DIRECTOR TO PROVIDE
EQUAL OR GREATER TREE PROTECTION.
(1 1) ENCROACHMENT INTO THE NO DISTURBANCE AREA MAY BE ALLOWED WHERE THE DIRECTOR
DETERMINES ENCROACHMENT WOULD NOT BE DETRIMENTAL TO THE HEALTH OF THE TREE.
RETAINED TREE UNIT CREDITS
TREE TO BE RETAINED TREE UNIT CREDITS
24" DOUGLAS FIR 2.5
30" DOUGLAS FIR 3.0
24" DOUGLAS FIR 2.5
10" DECIDUOUS 1.5
21 " DOUGLAS FIR 2.5
13" DOUGLAS FIR 2.0
27" DOUGLAS FIR 3.0
15" DOUGLAS FIR 2.0
25" DOUGLAS FIR 310
22.0 TREE UNIT CREDITS
TO BE RETAINED
REPLACEMENT TREE UNIT CREDITS
'QUANUTY X UNIT REPLACEMENT CREDIT* RE I S
1.5 19.5
1'•5 6
5 1.5 7.5 {'
C
5 1.5 7.5
6 10 6
5 0.5 2.5
RETAINED AND REPLACEMENT TREE UNIT CREDIT SUMMARY
TREE UNIT CREDITS SHOWN RETAINED = 22
PROPOSED REPLACEMENT TREE UNIT CREDITS = 49 ,ate
TOTAL TREE UNIT CREDITS REQUIRED TO BE RETAINED = 71
REQUIREMENT MET
I LJ w Is i i IN "I- ji "11IL-liV (- i J1 G liil1 GV R
LIRIODENDRON TULIPIFERA / LARGE
TULIP TREE
THUJA PLICATA / WESTERN LARGE
RED CEDAR
SEUDOTSUGA MENZIESII / LARGE ,r
• �� DOUGLAS FIR
CALOCEDRUS DECURRENS / LARGE
INCENSE CEDAR
RAXINUS LATIFOLIA / MEDIUM
OREGON ASH
ACER CIRCINATUM / SMALL PLOP
TOTAL: 49.0 REPLACEMENT TREE UNIT CREDITS
* REFER TO CITY OF FEDERAL WAY RECOMMENDED TREE SPECIES BULLETIN #068 FOR CANOPY SIZE CATEGORY INFORMATION.
w
FILE # 16-105 0-SU
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
10/04/2016
ESM
1
SECOND SUBMITTAL
ES4
11/30/2016
2
THIRD SUBMITTAL
03/13/2017
ESM
WA H . GT��V
REGISTERED
NDSCAPE ARCHITECT
LEANNE . KUHLMAN
CERTIFICATE No. 743
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JOB NO.: 1899-001-016
DWG. NAME:
TP-01
DESIGNED BY:
LGB
DRAWN BY:
DCL
CHECKED BY:
DATE: 03/13/2017
DATE OF
PRINT:
TP-01
5 OF 7 SHEETS
Vicinity Map
NOT TO SCALE
i
PRELIMINARY SHORT PLAT
Im
DANIEL LEE SHORT PLAT
prepared for
MR. DANIEL LEE
32027 6TH AVE SW
FEDERAL WAY, WA 98023
prepared by
33400 8th Ave S, Suite 205
FEDERAL WAY, WASHINGTON 98003
Phone: (253) 838-6113
�11,7/, /
ESM JOB NO. 1899-001-016
SHEET 1 OF 7
Sheet Index
SHEET N0. DRAWING N0. DESCRIPTION
1 COV-01 COVER SHEET
2 EX-01 EXISTING CONDITIONS
3 PP-01 PRELIMINARY SHORT PLAT PLAN
4 PP-02 PRELIMINARY UTILITY &GRADING PLAN
5 TP-01 TREE PRESERVATION PLAN
6 LA-01 PRELIMINARY LANDSCAPE PLAN
7 LA-02 PRELIMINARY LANDSCAPE DETAILS &NOTES
OWNER/APPLICANT SITE DATA
DANIEL LEE 32027 6TH AVE SW COMPREHENSIVE PLAN CLASSIFICATION: SINGLE FAMILY, HIGH DENSITY
FEDERAL WAY, WA 98023
(253) 315-1368 ZONING CLASSIFICATION: RS9.6
SITE AREA GROSS: 3.13 AC. (136,539 S.F.)
RIGHT-OF—WAY: ROAD A 0.42 AC. (18,374 S.F.)
3NtdOl:-IA30Al mmoo DEDICATIONS: iNGRES/EGRESS ACCESS 0.03 AC. (1,368 S.F.)
AYM 7V1303� �O Uo UTILITY 0.15 AC. (6,711 S.F.)
LIOZ Z Z 8VW TRACT A 0.42 AC. (18,282 S.F.)
031iiwen63TRACT B 0.09 AC. (4,036 S.F.)
NET PLAT AREA (GROSS SITE AREA
MINUS ACCESS EASEMENTS, ROW,
DRAINAGE TRACTS, ETC.) 2.01 AC. (87,768 S.F.)
FILE # 16-105007-00-5 U
A PORTION OF THE SE 1 /4 OF SEC. 30, TWP 21 N, RGE 4 E, W.M.
LEGAL DESCRIPTION BASIS OF BEARING LEGEND
THE SOUTH 2/3 OF THE NORTH 1 /2 OF THE NORTHWEST 1 /4 OF THE AN OBSERVED BEARING OF S 89'05'30" E BETWEEN FOUND MONUMENTS AT
NORTHWEST j OF THE SOUTHEAST j OF SECTION 30 IN TOWNSHIP 21 NORTH THE CENTER OF SECTION AND THE EAST QUARTER OF SECTION 30, FOUND MONUMENT AS NOTED HEREON
OF RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON; TOWNSHIP 21 NORTH, RANGE 4 EAST.
EXCEPT THE EAST 30 FEET THEREOF FOR 6TH AVE SOUTHWEST (JAKE A DELTA
R RADIUS
TAYLOR ROAD) AS CREATED IN VOLUME 33 OF KING COUNTY
COMMISSIONER'S RECORDS ON PAGE 341. L
LANDSCAPE STRIP
CONCRETE WALK
SDMH, RIM= 363.34
IE= 355.98, 12"0 CPP (N)
IE= 356.82, 12"0 CPP (W)
SSMH, RIM= 365.01
MID 8" CHANNEL 354.57 (E, W, S,-N)
IE= 369.00, 8"0 PVC W/CAPPED END
ENCASE SEWER (5') NORTH AND (10')
SOUTH OF ROCKERY
LANDSCAPE STRIP
ASPHALT
W
SW 360TH ST
SDMH, RIM= 365.26
IE= 359.08, 12'0 CPP (E) SIGN "STOP" .
IE= 359.16, 12"0 CPP (W) LANDSCAPE STRIP
FOUND BRASS MONUMENT 2"
BRASS DISC WITH PUNCH "X"
SET IN CONCRETE, DOWN 0.45'
IN CASE
LANDSCAPE STRIP
SDC13, RIM= 374.94
IE= 371.38, 12"0 CPP (E)
IE= 370.46, 24"0 CPP (S)
IE= 370.34, 24"0 CPP (W) ?'
SIGN "BUMP"
CONCRETE WALK
LANDSCAPE STRIP
SDCB, RIM= 380.29
IE= 374.12, 24"0 CPP (N)
IE= 375.16, 12"0 CPP (E)
IE= 374.43, 24"0 CPP (S)
FOUND BRASS MONUMENT 2" -
BRASS DISC WITH PUNCH "X"
SET IN CONCRETE, DOWN 0.35'
IN CASE
0
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DATUM AND BENCHMARK NOTES
VERTICAL DATUM NGVD 29
BASED ON CITY OF FEDERAL WAY BENCHMARK NO. 2167-43-1 WITH A
PUBLISHED ELEVATION OF 406.65 FEET.
HORIZONTAL DATUM = NAD 83/2011, WASHINGTON STATE PLANE
COORDINATES, NORTH ZONE, BASED ON GPS OBSERVATION UTILIZING THE
WASHINGTON STATE REFERENCE NETWORK (WSRN).
FOUND BRASS MONUMENT 2"
BRASS DISC WITH PUNCH "X"
SET IN CONCRETE, DOWN 0.3'
IN CASE
- CONCRETE WALK
FOUND BRASS MONUMENT 2"
BRASS DISC WITH PUNCH "X"
SET IN CONCRETE, DOWN 0.3'
IN CASE
ARC LENGTH
< >
RADIAL BEARING AT LOT CORNER
UD
STORM DRAIN MANHOLE
®
ELECTRICAL JUNCTION PULL/BOX
Cr -
TRAFFIC SIGNAL POLE
SANITARY SEWER MANHOLE
2-(
STORM DRAIN CULVERT
0
DECIDUOUS TREE
PAINTED LEFT TURN ARROW
POWER POLE WITH TRANSFORMER
IR
IRRIGATION CONTROL BOX
x
WATER VALVE
WETLAND FLAG (WITH NO.)
TRAFFIC SIGNAL POLE WITH LIGHT
®
CATCH BASIN
-®-
SOIL LOG
�- SDMH, RIM= 365.54
IE=
E 357.65, 18"0 CPP (N)
IE= 357.82, 18" 0 CPP (SW)
�® } IE= 358.21, 12"0 CPP (W)
3 WIRE FENCE 35"0 DOUGLAS FIR
, � [7-- - � — WIRE FENCE 3
— N 89'04'08" W 625.46'_
SDCB, RIM 374.95 -, �- WIRE FENC
IE= 372.41, 4"0 PVC (E) _ �~ 33"0 DOUGLAS FIR
IE= 372.32, 24"0 CPP (W) �` —� �^ 384
/ 12"0 MADRONALl
i_ 24"0 DOUGLAS FIR
26"0 DOUGLAS FIR
\ o) BRICK RETAINING WALL �� 3$6
O
00 �- CONCRETE WALK �6J
N
38 0 DOUGLAS FIR
w
__--- 0 SIGN "BUMP"
N LANDSCAPE STRIP �a-Z \
SDCB, RIM= 380.26 /
' Z IE= 377.52, 6"0 PVC (E)
IE= 377.22, 12"0 CPP (W)p/
/ 6"0 DECIDUOUS -
z 340 DOUGLAS FIR
LL-
..
v15"0 MAPLE
3 FOUND 2" IRON PIPE,
CONCRETE FILLED _ _ 392 20"0 DOUGLAS FIR
/ SSMH, RIM= 38 .88
MID 8" CHANNE _
375.15 (SW -NE
38f
WETLAND MARKER FLAG
O
POWER POLE
INFORMATIONAL SIGN
0
CHAIN LINK FENCE
P
APPROXIMATE
LOCATION
OF UNDERGROUND POWER
— — P -- —
APPROXIMATE
CENTERLINE
LOCATION OF OVERHEAD
POWER LINES,
MULTIPLE
LINES FOR EACH POLE
T
APPROXIMATE
LOCATION
OF UNDERGROUND TELEPHONE
D
APPROXIMATE
LOCATION
OF UNDERGROUND TELEPHONE
FO
APPROXIMATE
LOCATION
OF FIBEROPTIC
SCALE. 1 " 40'
40 20 0 40 80
CONTOUR INTERVAL = 2'
LANDSCAPE
8
4' HIGH SPLIT
HIGH BOARD FENCE RAIL FENCE
I
Q
10"0
DECIDUOUS
IL
I
24"0 DOUGLAS FIR
QQ
6' HIGH BOARD FENCE
13"0 DOUGLAS FIR
I
0"0 DOUGLAS FIR
1 j
WIRE FENC
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--_
15"0 DECIDUOUS
21 "0 DOUGLAS FIR
I�A
9"0
PALM ®o
A
PHALT
Q-
GPRPG�
27"0 DOUGLAS FIR
WIRE
25"0 DOUGLAS FIR
9"0
/
PALM FENCE - I
,
ASP
ALT
�- -
G24"0 DOUGLAS FIR
22"0 DOUGLAS FIR
LANDSCAPE
- 20"0 MADRONA-,--_'
bo
- RpVEC
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LANDSCAPE
a
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26"0 DOUGLAS FIR
/
21 "0 DOUGLAS FIR
-�
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22"0 DOUGLAS FIR
HOUSE
�
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24"0 DOUGLAS FIR
z
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12"0 DOUGLAS FIR
CLOTHS LINE
z
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33"0 DOUGLAS FIR
d
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4' HIGH CHAIN
,
15"0 MADRONA
11
LINK FENCL
d
cv
12"0 DOUGLAS FIR
12"0 DOUGLAS FIR
°'
WIRE FENCE
14"0 DOUGLAS FIR
;
18"0 DOUGLAS FIR 12 DOUGLAS FIR
CARPORT -
WIRE FENCE CARPORT '�_26"0 DOUGLAS FIR
17"0 CHERRY jAb �a
VINYL FENCE WIRE FENCE %----
------ I s' HIGH cHAIN N 89'01 ,28" W 625.31' "'
BOARD FENCE LINK FENCE
6'JL
HIGH BOARD
FENCE 6' HIGH BOARD FENCE
8' HIGH BOARD FENCE 11" PEAR 28"0 MADRONA
24"0 MADRONA I = SLATE RAIL GATE I �
a
10"0 DOUGLAS FIR
FOUND BRASS MONUMENT 2" 8"0 DOUGLAS FIR
BRASS DISC WITH PUNCH "X" 1-
SET IN CONCRETE, DOWN 0.35'
INCASE SDCB, RIM- 393.86 � LAUREL HEDGE
-
IE= 391.70, 12" 0 CPP (S) I
SDMH, RIM= 394.91 I
IE= 391.10, 12"0 CPP (N)
IE= 391.03, 12"0 CPP (S)
IE= 390.98, 12"0 CPP (W)
SW 361 ST ST
- ---------
FOUND BRASS MONUMENT 2"
BRASS DISC WITH PUNCH "X" _
SET IN CONCRETE, DOWN 0.45'
IN CASE ---- —
FOUND BRASS MONUMENT 2"
BRASS DISC WITH PUNCH "X"
SET IN CONCRETE, DOWN 0.3'
IN CASE
I
I FOUND BRASS MONUMENT 2"
BRASS DISC WITH PUNCH "X"
SET IN CONCRETE, DOWN 0.4'
IN CASE
v
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�'— RESUBMITTED
tU
MAR 2 2 2017
CITY OF FEDERAL WAY
CONMUNiTY DEVELOPMENT
FILE # 16-105007-00-S U
D
SW 360TH ST
27'
0
0
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ma
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SECTION C-C
TRACT B
(TYPE "D D")
SCALE: 1 " = 6'
4io
I
A PORTION OF THE SE 1/4 OF SEC. 30, TWP 21 N, RGE 4 E, W.M.
R/W /W R/W R/W EXISTING R/W
CEMENT CONCRETE
VERTICAL CURB
AND GUTTER
■
28'
I DAVIKIn
SECTION A -A
ROAD A
(MODIFIED TYPE "W")
SCALE: 1 " = 6'
SW 361 ST ST
E
5'
3' S/W
2.0%
(MAX.
CEMENT CONCRETE
VERTICAL CURB
AND GUTTER (TYP)
4'
P/
5' 3.5'
4' ' I 3' S/W P/S
IS-j
0.5'
2.0%
(MAX.
CEMENT CONCRETE —J \-SAWCUT & MATCH EXISTING
VERTICAL CURB PAVEMENT SECTION
AND GUTTER
SECTION B-B
6TH AVE SW
(MINOR COLLECTOR TYPE "S")
Cf`A1 C- 1 " _ CZ'
9
CENTER OF CUL—DE—SAC
82'
PAVING
SECTION D-D
ROAD A
(MODIFIED TYPE "Z" )
SCALE: 1 " =
2.0%
(MAX.
q
OF
R/W
i
R/W
0
SCALE:1" 40'
40 20 0 40 80
CONTOUR INTERVAL = 2'
SITE DATA
SITE ADDRESS: 36027 6TH AVE SE
FEDERAL WAY, WA 98023
PARCEL NUMBER: 302104-9051
SITE AREA: 3.14 AC (136,778 SF)
ZONING: RS 9.6
EXISTING USE: SINGLE --FAMILY HOME
PROPOSED USE: 9—LOT SINGLE—FAMILY RESIDENTIAL
SUBDIVISION
DEVELOPMENT STANDARDS (R-9 6)
MIN. LOT SIZE: 9,600 SF
MINIMUM LOT WIDTH: N/A
MINIMUM LOT DEPTH: N/A
SETBACKS:
FRONT: 20'
REAR: 5'
SIDE: 5'
SIDE STREET: 10'
BUILDING HEIGHT: 30'
MAX. LOT COVERAGE: 60% OF LOT
PERMITTED DENSITY: RS9.6 DU/AC
PROPOSED DENSITY: RS9.6 DU/AC
UTILITY PROVIDERS
SEWER: LAKEHAVEN UTILITY DISTRICT
WATER: LAKEHAVEN UTILITY DISTRICT
POWER: PUGET SOUND ENERGY
GAS: PUGET SOUND ENERGY
TELEPHONE: CENTURY LINK
FIRE: FEDERAL WAY FIRE DISTRICT NO. 39
SCHOOL: FEDERAL WAY SCHOOL DISTRICT #210
OWNER/DEVELOPER
DANIEL LEE
PO BOX 4036
FEDERAL WAY, WA 98063
(253) 315-1368
CONTACT: DANIEL LEE
ENGINEER/PLANNER/SURVEYOR
LANDSCAPE ARCHITECT
ESM CONSULTING ENGINEERS, LLC
33400 8TH AVE S, #205
FEDERAL WAY, WA 98003
(253) 838-6113
CONTACT: LAURA BARTENHAGEN, P.E.
R/W
4'
P/S
RESUBMITTED
MAR 2 2 2017
CITY OF FEDERAL WAY
COMMUNFIY DEVELOPMENT
FILE # 16-105007-00-SU
EXISTING STORM DRAIN
MANHOLE (TYP)
""-- D
SW 360TH ST _
CONNECT TO
EXISTING SEWER
PROPOSED SSMH
t 10' DEEP
CONNECT TO
EXISTING WATER
OF ROW
EXISTING CURB
& GUTTER
410
alL
390
380
370
A PORTION OF THE SE 1 /4 OF SEC. 30, TWP 21 N, RGE 4 E, W.M.
CONNECT TO EXISTING
STORM DRAIN MANHOLE
lin
SCALE: 1 " = 40'
40 20 0 40 80
CONTOUR INTERVAL = 2'
LEGEND
• SD EXISTING STORM DRAINAGE
,
t •
-•, '• i .• • '•! •! •i -"• ' • • -`� :• ! - i •
'• • •EXISTING SANITARY SEWER
!i � •
n
_ .
PROPOSED 12"0 STORM DRAINAGE
st w US EXISTING WATER MAI
—390
;
• w --•-e /, - MAIN
•
PROPOSED 12 10' UTI LITY PROPOSED FIRE HYDRANT
EASEMENT
STREE
LIGHT
51
,
• i • -�r� k
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY LINE
��s •e`u �,�.� ... _ s rat °s��� ,.-r -ux.
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��r ► �,� ' _ sue. ..., crr W�CONNECT TO
• : i • '�_•r'�+I•rri��i/I r uPAW. _' ti: ears S.wrE
BUILDING SETBACK LINE
EXISTING WATER
•r ►� • a�� PROPOSED
- ••� i i• �t..� ri�-if.+•Z..,Ii ( �sL �. , ... illllEASEMENT LINE
TRACT
, ■, -i • EXISTING CONTOURS
27' ACCESS •• ' ° "i
PROPOSED CONTOURS
�` III
- - PROPOSED - - �� .1
iw
BLOCK
-I I LANDSCAPE HIGH EASEMENT -•a-• - +�� PROPOSED
Oq(
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00
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j
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-�
EXISTING GROUND
_TOP
OF DETENTION
=384.00
--------------
-------
-------------
---
PROPOSED
GRADE
POND CROSS SECTION A -A
SCALE: 1 p=40' VE R
1 -10 VERT.
410
400
390
380
370
SW 361 ST ST
410
400
390
380
370
�O
`—N
00
00
LOT LINE
LOT 9
EXISTING
GROUND
TOP OF
DETENTION
384.00
6' HIGH
CONCRETE
.- ----
=-----_-----
WALL
j
PROPOSED
GRADE
POND CROSS SECTION B-B
SCALE: 1.=40' HORIZ.
1 -10 VERT.
410
400
390
380
370
EXISTING POWER POLE (TYP)
EXACT SIZES & LOCATIONS
REQUIRED DURING
ENGINEERING REVIEW
EARTHWORK QUANITITES
STRIPPING (ASSUMED 6") 2,420 CYDS
USEABLE CUT (NEATLINE) 5,700 CYDS
REQUIRED FILL (NEATLINE) 8,050 CYDS
NET FILL (NEATLINE) 2,350 CYDS
(ROAD SECTION & TOP SOIL IN LANDSCAPE AREAS
HAVE NOT BEEN REMOVED)
STORMWATER PARAMETERS
(2016 KCSWDM)
LEVEL 3 FLOW CONTROL
BASIC WATER QUALITY
DETENTION VOLUME REQUIRED:
DETENTION VOLUME PROVIDED:
WATER QUALITY VOLUME REQUIRED:
WATER QUALITY VOLUME PROVIDED:
44,000 CU FT
53,163 CU FT
12,070 CU FT
16,538 CU FT
FILE # 16-105007-00-SU I
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
10/04/2016
ESM
i
SECOND SUBMITTAL
11/30/2016
ESM
2
THIRD SUBMITTAL
03/13/2017
ESM
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JOB NO.: 1899-001-016
DWG. NAME: PP-02
DESIGNED BY:
LGB
DRAWN BY:
DCL
CHECKED
BY:
DATE:
03/13/2017
DATE OF
PRINT:
P P-02
4 OF 7 SHEETS
L
SW 361 ST ST
A PORTION OF THE SE 1/4 OF SEC. 30, TWP 21 N, RGE 4 E, W.M.
PRELIMINARY PLANT LEGEND REFER TO SHEET TP-01 FOR REPLACEMENT TREE CALCULATIONS
SYMBOL BOTANICAL / COMMON NAME QUANTITY S[ZE CANOPY SIZE COMMENTS
DECIDUOUS TIMES CATEGORY
Fraxinus latifolia / OREGON ASH 6 2" CAL. MED. BBB
(REPLACEMENT TREE)
Acer circinatum / VINE MAPLE 5! ' 2" CAL. SMALL
(REPLACEMENT TREE)
o MATCH EXISTING STREET TREE ALONG 2" CAL. N/A
&TH AVE SW (CHERRY / PRUNUS SPP.)
Liriodendron tulipifera / TULiP TREE ,' 2" CAL. LADE
(REPLACEMENT TREE)
• Pseudotsuga menziesii / DOUGsLAS FiR 5 6' MiN. HT. LARGE
(REPLACEMENT TREE) SCALE: 1 " = 30'
Thuja piicata / WESTERN RED CEDAR () ro' MIN. HT. LARGE 30 y 5 0 30 sa
(REPLACEMENT TREE) c
=
Ca locedrus decurrens / INCENSE CEDAR 5 6' MIN. HT. LAR3E CONTOUR INTERVAL 2'
(REPLACEMENT TREE)
• REFER TO CITY OF FEDERAL WAY RECOMMENDED TREE SPECIES BULLETIN 0068 FOR
CANOPY SIZE CATEGORY INFORMATION.
j MEDIUM MATURE SIZE NATIVE SHRUBS (3' X 3'):
• Cornus sericea var. stolonifera / RED TWiG DOGWOOD
• Rosa gymnocarpa / BALDHIP ROSE
f Nmphoricarpos albus / COMMON SNOWBERRY
E Spiraea betullfolla var. lucida / BIRCHLEAF SPIRAEA
TURF QUALITY SOD OR HYDROSEED
SHRUBS AND GROUDCOVER ONLY
OVER WATER AND SEWER LINES.
SPECIES AND LOCATION TO BE
DETERMINED AT CONSTRUCTION
DRAWING PHASE
E
(Ir
I
I
TREE TO BE RETAINED— TYP. SYM. I
REFER TO TREE PRESERVATION
PLAN ON SHEET TP-01 I Q
5
HYDROSEEDED OR SODDED LAWN—
TYR
3
PAI
287'
PROPOSED STREET TREE AND
REPLACEMENT TREE— REFER TO
TREE PRESERVATION PLAN ON
SHEET TP-01 AND PRELIMINARY
PLANT LEGEND THIS SHEET
1
U
/ I
a
PROPOSED STREET TREE —
MATCH CHERRY SPECIES TO THE
SOUTH— TYP. REFER TO
PRELIMINARY PLANT LEGEND THIS
SHEET
FILE # 16-105007-00-SU
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
ESM
10/04/2016
1
SECOND SUBMITTAL
ESM
11/30/2016
2
THIRD SUBMITTAL
ESM
03/13/2017
U
STATE OF
WASHINGTON
REGISTERED
DSCAPE ARCHITECT
LEANNE KUHLMAN
CERTIFICATE No. 743
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JOB NO.: 1899-001-016
DWG. NAME:
LA-01
DESIGNED BY:
LDK
DRAWN BY:
LDK
CHECKED BY:
DATE: 03/13/2017
DATE OF
PRiNT:
LA-01
6 OF 7 SHEETS
k
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2" MAX.
2x2 PINE TREE STAKES
SET STAKES PERPENDICULAR
TO PREVAILING WIND
INSTALL "TREE BOOT" OR
" AR505nARD" IN LAWN AREAS.
PLANT TREE i"-2" HIGHER THAN IN NURSERY
WATERING BASIN
AMEND NATIVE SOIL W/
6" DEPTH 3-WAY MiX
PLANTINGS SOIL
UNDISTURBED GROUND
12" MIN. FOR WOOD
STAKES 4 18" FOR REBAR
3BER HOSE
OR VINYL WiTH 16 GAUGE
GALVANIZED STEEL WIRE TIES
pETAiL
PRUNE DISEASED AND
BROKEN BRANCHES
HOSE 4 WiRE TiES,
SEE DETAIL ABOVE
REMOVE BINDING TWINE 4 TOP
1/3 OF BURLAP.
2" SETTLED DEPTH FiNE BLEND
BARK MULCH
FERTILIZER TABLETS
(4-21 GRAM-20-10-5)
SCARIFY PLANTING PIT
SIDES AMC) BOTTOM
90 DEEP, FiRM, NATIVE
SOIL MOUND
` 2x ROOTBALL WiDTH �f —IN HEAVY SOILS, AUGER 8"xV DEEP
HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
DECIDUOUS TREE PLANTING & STAKING DETAIL
NOT TO SCALE
FINISH GRADE
2x ROOTBALL WIDTH
/-•-STAPLE
L-REINFORCED RUBBER HOSE
OR ViNYL WITH 16 GAUGE
GALVANIZED STEEL WIRE TIES
DETAIL
PRUNE DISEASED AND
BROKEN BRANCHES
HOSE AND WIRE TIES,
SEE DETAIL ABOVE
2x2 PINE TREE STAKES
SET STAKES PERPENDICULAR
TO PREVAILING WiND
REMOVE BINDING MATERIAL AND
TOP 1/3 OF BURLAP
WATERING BASIN
2" SETTLED DEPTH FINE
GRADE BARK MULCH
AMEND NATIVE SOIL WiTH
6" DEPTH 3-WAY MIX TOPSOIL
FERTILIZER TABLETS
(4-21 GRAM-20-10-5)
SCARIFY PIT SIDES AND BOTTOM
FiRM NATIVE SOIL MOUND
CONIFEROUS TREE PLANTING AND STAKING DETAIL
NOT TO SCALE
o•
o•
EQUAL SPACING
PRUNE DISEASED AND
y�
°•
BROKEN BRANCHES
REMOVE TOP 1/3 OF BURLAP
i/2 DiA. OF PLANT —
PLANT 1" HIGHER THAN
2" SETTLED DEPTH FiNE
OR AS SHOWN ON
DRAWING
IN NURSERY
GRADE BARK MULCH
FINISH GRADE
EDGE OF PAVING OR PLANTING BED
j
��j•
FERTILIZER TABLETS
y�
.,`
(4-21 GRAM-20-10-5)
SHRUB AND GROUNDCOVER
(oil r
,.::.
AMEND NATIVE SOIL WITH
SPACING DETAIL
'/,� �� �,��
,\ ��`,�,;��,�`
6i1 DEPTH 3-WAY MIX TOPSOIL
COMPACT AND WATER THOROUGHLY
\\�\
/\�
NOT TO SCALE
FIRM NATIVE SOiL MOUND
HYDROSEED MIX FOR LAWN AREAS
PROPORTION
NAME BY USIGHT GERMINATiON
TRIPLE BLEND PERENNIAL 10% 90
RYEGRASS- TURF QUALITY
FiNE FESCUE 30go 90
APPL ICAT ION RATE
6-9 LBS. / 1,000 S.F.
NOTES
SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST iS"
FROM ANY PLANTED TREE OR SHRUB,
USE APPROXIMATELY 13-10 LBS, OF 10-20-20 N-P-K
FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY
45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER 1,000
SQUARE FEET IN ALL AREAS TO BE SEEDED.
SEEDING SEASON IS LIMITED TO MARCH 1- MAY 15 4 AUGUST 15
OCTOBER i.
SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED"
GRASS SEED OR BETTER, AS OUTLINED IN WSDA "RULES FOR
SEED CERTIFICATION", LATEST EDITION.
1 2x ROOTBALL WIDTH_
SHRUB PLANTING DETAIL
NOT TO SCALE
LANDSCAPE NOTES
i. DO NOT DIG BEFORE LOCATING UTILITIES.
2. SUBGRADES, INCLUDING BERMS, TO WITHIN MOTH FOOT PROVIDED BY
GENERAL CONTRACTOR UNLESS OTHERWISE NOTED.
3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE.
4. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING•: AREAS
OR AS OTHERWISE NOTED.
5. APPLY 2" DEPTH FiNE GRADE BARK MULCH IN ALL PLANTING AREAS.
MULCH TO BE FREE OF WEED SEED, SAWDUST, RESiN OR TANNIN AND SHALL
NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH.
6. CONTRACTOR iS RESPONSIBLE FOR BRINGING ANY PROPOSED
SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT.
I. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES
BASED ON AVAILABILITY OR FIELD CONDITIONS.
6. ALL PLANT MATERIAL SHALL BE DiSEASE FREE AND ARRIVE iN A
VIGOROUS GROWING CONDITION.
S. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY
STOCK, LATEST EDITION.
10. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING.
II. ALL MASS / GROUNDCOVER PLANTINGS ARE CONTINUOUS THROUGHOUT
PLANTING BED. iF NO SYMBOL iS SHOWN, REFER TO PLAN NOTE AND PLANT
LEGEND.
12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERCEDES SYMBOLS
SHOWN ON PLANS.
13. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE.
14. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS A
MINIMUM OF 12" UNLESS OTHERWISE NOTED.
15. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL
FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE
DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WiTH
NO OBLIGATION TO THE OWNER
i6. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MiNiMUM
ABOVE GRADE OR AS OTHERWISE NOTED.
i1. STREET TREE LOCATIONS ARE APPROXIMATE AND SHOULD BE ADJUSTED
PER STREET LIGHT AND UTILITY LOCATIONS.
18. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS.
STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT
HAVE DiED WITHIN THE ONE YEAR 'WARRANTY / MAINTENANCE PERIOD SHALL
BE REPLACED AND RE -STAKED PER THE DETAIL.
IS. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTiL FiNAL INSPECTION
AND ACCEPTANCE BY OWNER AND REVIEWING AGENCY.
CALL 48 HOURS
BEFORE YOU DIG
811
FILE # 16-105007-00-SU
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
10/04/2016
ESM
1
SECOND SUBMITTAL
ESM
11/30/2016
2
THIRD SUBMITTAL
03/13/2017
ESM
STATE OF
WASHINGTON
REGISTERED
,LANDSCAPE ARCHITECT
LEANNE . KUHLMAN
CERiiFiCATE No. 743
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JOB NO.: 1899-001-016
DWG. NAME: LA-02
DESIGNED BY:
LDK
DRAWN BY:
LDK
CHECKED BY:
DATE: 03/13/2017
DATE OF
PRINT:
LA-02
7 OF / SHEETS