19-101594^s
CITY OF
� . Federal Way
Centered on Opportunity
Mr. Andrew Harris
David Evans & Associates Inc.
2106 Pacific Avenue, Suite 400
Tacoma, WA 98402
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway. com
Jim Ferrell, Mayor
May 21, 2019
FiLE
Re: File #19-101594-00-PC, PREAPPLICATION CONFERENCE SUMMARY
Puyallup Tribe Cemetery Access Road, South 376th Street, Federal Way
Dear Mr. Harris:
Thank you for participating in the preapplication conference with the City of Federal Way's Development
Review Committee (DRC) held May 2, 2019. We hope that the information discussed at that meeting was
helpful in understanding the general requirements for your project as submitted.
This letter summarizes comments given to you at the meeting by the members of the DRC. The members
who reviewed your project and provided comments include staff from the city's Planning and Building
Divisions, Public Works Department, and representatives from Lakehaven Water and Sewer District and
South King Fire and Rescue. Some sections of the Federal Way. Reyued Cade (FWRC) and relevant information
handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In
preparing your formal application, please refer to the complete FWRC and other relevant codes for all
additional requirements that may apply to your project.
I, Jim Harris, am the key contact for your project (253-8352652, jim.harris rityoffederalway.com). For
specific technical questions about your project, please contact the appropriate DRC representative as listed
below. Otherwise, any general questions about the preapplication and permitting process can be referred to
your key contact.
PROJECT DESCRIPTION
The proposal is to construct an alley street section witbin a public right-of-way, and construct private access
roadway improvements on private property within an easement in order to access Puyallup Tribe property,
which is King County Tax Parcel identification number 322104-9134.
DEPARTMENT COMMENTS
Outlined below are the comments made by the representatives of each department present at the
preappiication conference. Each section should be read thoroughly. If you have questions, please contact the
representative listed for that section.
COMMUNITY DEVELOPMENT — PLANNING DIVISION
Jim Farris, 253-835-2652, jim.harris@citya£federalway.com
1. Zoning De ignation and Use — The subject property is within the Suburban Estate (SE) zoning district.
Private and public roads are allowed in the SE zoning district.
Mr. Andrew Harris
Page 2 of 7
May 21, 2019
2. Land Use Application —Construction of a public or private roadway does not require a land use review
process unless there are critical areas present or near the proposed roadways. The proposal would require
applicable land use review for any critical area intrusions as discussed below. SEPA review requires
submittal of a Master Land Use Application (MLUA) and application fee.
Enclosed are a Master Land Use Application, development requirements checklist, and other applicable
handouts. Refer to the Development Requirements checklist, Bulletin #001, for specific submittal requirements.
3. State Environmental Policy Act (SEPA) — The project is subject to environmental review under SEPA for
the proposed action. The environmental review requires submittal of a complete environmental checklist
and supporting environmental studies and information. An environmental threshold determination made
by the Director of Community Development must be issued prior to any construction or engineering
plan approval.
4. Public Notification — SEPA determinations require a public notice and public comment and appeal periods.
Within 14 days of issuing the Letter of Complete Application, the SEPA determination will be published
and distributed by city staff in accord with FWRC requirements.
One set of stamped, addressed mailing envelopes must be submitted with the SEPA application. A
mailing label bulletin is enclosed.
5. Application Fees — Please contact the Permit Center at 253-835-2607, or ernutcente ci offedealwa om,
for updated fee schedules for the SEPA checklist and any potential land use process reviews related to
critical areas and engineering plan review.
6. Clearing Grading and Tree and Vegetation Retention — The SEPA application must include a preliminary
clearing and grading plan consistent with FWRC 19.120.040(1). Preliminary clearing and grading plans are
reviewed in conjunction with the SEPA application. SEPA review must be completed before submittal of
the engineering permit application. Approval and Notice to Proceed shall be required prior to
commencing clearing and grading activities on the site. Reference FWRC 19.120.060(2).
Environmentally CriticalAreas—The city's Critical Areas Map identifies there may be a stream and/or
wetlands in the nearby vicinity of the proposal. The application must include at a minimum a wedand and
stream reconnaissance for both the subject property and within 225 feet of the property as required in
FWRC 19.145.080. The critical area reconnaissance must provide site specific information regarding on -
site critical areas, and shall include best efforts to provide information regarding any potential off -site
critical areas. The reconnaissance shall include critical area classifications and FWRC required buffer
widths if applicable.
If wetlands and or streams are found to be on or in close proximity to the subject property, then a more
detailed wetland/stream delineation and classification report in accord with FWRC 19.145 will be required.
Any development or land modification within a critical area or its associated buffer is regulated by FWRC
Chapter 19.145.
In summary, any intrusion into critical areas and buffers must meet the mitigation sequencing standards
of FWRC 19.145.130. Avoidance of impacts is the first priority, and minimization of impacts is the
19-101594-00-PC Doe ID: 78990
Mr. Andrew Harris
Page 3 of 7
May 21, 2019
second priority. Applicants must demonstrate all reasonable efforts have been made to avoid and
minimize critical area impacts as required by the FWRC. Additional land use review processes are
required for critical area intrusions. However, city staff cannot determine these additional potential
review processes as we do not know the extent of the critical areas or any potential impacts or intrusions
proposed into the critical areas, if applicable.
The applicant will be required to pay for any required city consultant review of critical areas reports and
information on a cost recovery basis. The reports will be peer reviewed for compliance with applicable
FWRC requirements by the city's third party critical area reviewer at the applicant's expense. This review
cost must be pre -funded by the applicant prior to this peer review occurring per FWRC 19.145.080(3).
In order to determine any applicable FWRC procedural review processes and applicable critical area
regulations, a critical area evaluation may occur in advance of the SEPA application. Contact the Planning
Division staff contact if you want to initiate (and submit for) critical area review in advance of the SEPA
review.
Due to the potential presence of cultural resources on and around the subject site, an archeological and
cultural resources evaluation should be prepared and submitted in conjunction with the SEPA application.
PUBLIC WORKS — DEVELOPMENT SERVICES DIVISION
Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com
cityoffederalway.com
Land Use Issues — Stormwater
1. Surface water runoff control and water quality treatment will be required per the 2016 Ding Cauniy Sarface
Water Derigo Natural (I<CSWDK. This project meets the requirements for a Full Drainage Review. At the
time of land use site plan submittal, a pre}irnirzary Technical Information Report (nR), addressing the
relevance of the project to the nine core and five special requirements of the KCSWDM will be required.
A Level 1 downstream analysis shall also be provided in the preliminary TIR.
2. The project lies within a conservation flow control area; thus, the applicant must design the flow control
facility to meet these performance criteria. In addition to flow control facilities, Best Management Practices
(BMP's) are required as outlined in the K.CSWDM. The project also lies within an Enhanced Basic Water
Quality Area. Water quality treatment shall be designed to meet the treatment criteria of the Enhanced
Basic Water Quality Menu. Beside those water quality treatment systems identified in the KCSWDM, the
city will also accept those systems that have been approved for Enhanced Basic Treatment under the
Washington State Department of Ecology (WADOE) General Use Level Designation (GULD) criteria.
3. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must
be provided to verify infiltration suitability.
4. Detention and water quality treatment facilities are required to be above ground (i.e. an open pond).
Underground facilities are allowed only with approval from the City of Federal Way Stormwater
Management Division.
5. Show the proposed location and dimensions of the detention and water quality facilities on the
preliminary plans.
Doc ID: 78990
19-101594-00-PC
Mr. Andrew Harris
Page 4 of 7
May 21, 2019
6. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination
System (NPDES) construction stormwater permit may be required. Information regarding this permit
can be obtained from the Washington State Department of Ecology at 360-407-6048, or
IIwwv►ecy. agovr/progkjmslwq/stormwater/gonstmctionlinciex.html.
Right -of -Way Improvements
1. See the Traffic Division comments from Senior Transportation Planning Engineer Sarady Long, for
traffic related items.
2. The city will require that the owner enter into an agreement for maintenance and repair responsibilities,
- and holds the city harmless for incidents on that section of the access road that's in city right-of-way.
Engineering (EN) Permit Issues
The access road will be reviewed through the city's EN review/approval process. Engineered plans are
required for clearing, grading, temporary erosion control, road design, and any proposed utility work.
Plans must be reviewed and approved by the city. Current (2019) engineering review fees are $3,004.00
for the first 18 hours of review and $167.00 per hour for additional review time. A final TIR shall be
prepared for the project and submitted with the engineering plans. Both the TIR and the plans will
require the signature/seal of a professional engineer registered/licensed in the state of Washington.
2. The Federal Way Public Works Development Standards Manual (including standard detail drawings, standard
notes, and engineering checklists) is available to assist the applicant's engineer in preparing the plans and
TIR on the city's website at h tvww.ci toffederal i index.as x?nid=171.
Bonding is required for all work proposed within the city right-of-way, including temporary erosion and
sediment control measures associated with the project. The bond amount shall be 120 percent of the
estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to
cover any possible legal fees in the event the bond must be called. Upon completion of the installation of
the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30
percent of the original amount and held for a two-year maintenance period.
4. The developer will be responsible for the maintenance of all storm drainage facilities (including the
detention and water quality facilities) and street systems during the two-year maintenance period. During
that time, the Public Works Inspector Nvill make periodic visits to the site to ensure the developer's
compliance with the maintenance requirements. Upon satisfactory completion of the two-year
maintenance period, the remainder of the bond will be released. Maintenance for public roads and
subdivision drainage facilities then become the responsibility of the city. Maintenance for private roads
and drainage facilities, including short plats, remain the responsibility of the individual property owners.
5. When topographic survey information is shown on the plans, the vertical datum block shall include the
phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are
called out.
6. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be
drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans.
19-101594-00-PC Doc ID: 78990
Mr. Andrew Harris
Page 5 of 7
May 21, 2019
7. Provide cut and fill quantities on the clearing and grading plan.
8. Temporary Erosion and Sediment Control (TESC) measures, per Appendix D of the 2016 KCSWDM,
must be shown on the engineering plans.
9. The site plan shall show the location of any existing and proposed utilities in the areas affected by
construction.
PUBLIC WORDS — TRAFFIC DIVISION
Sarady Long, 253-835-2743, sarad .lon ci offederalwa .cam
1. The proposal to construct an access road to the existing burial ground is not expected to generate any
new PM peak hour trips. As such, a concurrency pe# mit is not required For this development project.
2. The proposed access road shall be constructed to a Type "X" street, consisting of a 20-foot paved street
with a 5-foot pedestrian path on one side of the road and a streetlight at the corner of 8th Avenue South
and South 3761h Street.
3. The applicant may make a written request to the Public Works Director to modify, defer, or waive the
required street improvements (FWRC 19.135.070). Information about right -of --way modification requests
are available through the Public Works Development Services Division. These modification requests
have a nominal review fee currently at $334.
COMMUNITY DEVELOPMENT — BUILDING DIVISION
Scott Sproul, 253-835-2621, scott.sproul@cityoffederalway.com
No comments.
LAKEHAVEN WATER AND SEWER DISTRICT
Brian Asbury, 253-946-5407, BAsbury@lakehaven.org
Lakehaven's comments below are regarding the proposed road development on tax parcels 3221049025 and
3221049134, following the city's preapplication meeting on May 2, 2019. Let me know if there's any questions
or if additional information is needed.
Water
■ A Water Certificate of Availability issued sepa.mtely by Lakehaven may be required to be submitted with any
land use and/or building permit applications (check with land use agency for requirement). The certificate is
valid For one year from the date of issuance. If a certificate is needed, allow one to two working days to issue
for typical processing. The 2019 cost for a Water Certificate of Availability is .$70.00.
Doc 1D: 78990
19-10159+-00-PC
Mr. Andrew Harris
Page 6 of 7
May 21, 2019
• If water supply is desired, a water service connection application submitted separately to Lakehaven is
required for each new service connection to the water distribution system, in accordance with standards
defined in Lakehaven's current "Fees and Charges Resolution." For this property, any new water service
connection/meter would be located up near the south side of South 376th Street at 8th Avenue South, with a
private supply line extending from that meter/location south to the applicant's desired use.
Proof of an existing, recorded, private water easement will be required across adjacent property (parcel
3321049025), for the benefit of the portion of the owner's building supply line across said adjacent property.
This private easement shall cover the off -site property along the route of the affected portion of the building
supply line from the edge of public right-of-way to the owner's property.
To satisfy premise isolation requirements, the installation and satisfactory testing of an approved backflow
prevention assembly (BPA) adjacent to each domestic and irrigation service meter is required pursuant to
WAC 246-290-490 and Lakehaven standards regarding premise isolation. As a low health cross -connection
hazard, either a double check valve assembly (DCVA) or a reduced pressure backflow assembly (RPBA) is
required. Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, 253-946-5427,
CZoepfl@.Lakehaven.org) for additional information on premise isolation/BPA installation and testing
coordination.
■ Based on the proposal submitted and presuming a new water service/meter is desired, preliminary estimated
Lakehaven water service connection fees/charges/deposits (2019 schedule) will be as follows. All Lakehaven
fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to
change without notice.
o Water Service/Meter Installation, 2" preliminary size: $'5,770.00 deposit. Actual size to be determined by
Lakehaven based on applicant's estimated maximum GPM usage rate.
o Capital Facilities Charge(s)-Water: $4,242.12 per Equivalent Residential Unit (ERU). Actual amount due
to be determined by Lakehaven based on the applicant's estimated annual total water usage rate.
o Right -of -Way Permit Fee (City of Federal Way): $930.00.
Sewer
• A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with any
land use and/or building permit applications (check with land use agency for requirement). A certificate is
valid for one year from the date of issuance. If a certificate is needed, allow one to two working days to issue
for typical processing. The 2019 cost for a Sewer Certificate of Availability is $70.00.
• A Lakehaven Developer Extension (DE) Agreement would be required to construct new sanitary sewer
system facilities necessary for the proposed development (over one mile, extending south from South 359Th
Street and Pacific Highway South), if sewer service is desired or required. Additional detail and/or design
requirements can be obtained from Lakehaven by completing and submitting a separate application to
Lakehaven for either a Developer Pre -Design Meeting or a Developer Extension Agreement.
General
• All Lakehaven development engineering related application forms, and associated standards information,
can be accessed at Lakehaven's web pages (htup://www.lalceh en.org/2041Develp meet-Engsneeruw.
19-101594-00-PC Doc ID: 78990
.-1
Mr. Andrew Harris
Page 7 of 7
May 21, 2019
• All comments herein are valid for one year and are based on the proposal(s) submitted and Lakehaven's
current regulations and policies. Any change to either the development proposal(s) or Lakehaven's
regulations and policies may affect the above comments accordingly.
SOUTH KING FIRE AND RESCUE
Chris Cahan, 253-946-7243, Chris Kahan@southkingfire.org
Since there are currently no structures at the end of the road, South King Fire & Rescue has no comments. If
there are plans for a future structure, the hammerhead at the end of the of the road is not in compliance with
SKFR requirements of Fire Access Policy 10.006: southldn Ee.or Doctimen enter H me View 2
CLOSING
This letter reflects the information provided at the preapplication meeting and is intended to assist you in
preparing plans and materials for formal application. We hope you found the comments useful to your project.
We have made every effort to identify major issues to eliminate surprises during the City's review of the formal
application. The completion of the preapplication process in the content of this letter does not vest any future
project application. Comments in this letter are only valid for one year as per FWRC 19.40.070(4).
This is a preliminary review only and does not take the place of the full review that will follow submission of
a formal application. Comments provided in this letter are based on preapplication materials submitted.
Modifications and revisions to the project as presented For this preapplication may influence and modify
information regarding development requirements outlined above. In addition to this preapplication letter,
please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the
codes that are not addressed in this letter are still required for your project.
If you have questions about an individual comment, please contact the appropriate department representative
noted above. Any general questions can be directed towards me at jim TisQ citvoffederalwa�.com�, or 253-
835-2652. We look forward to working with you.
Sincerely,
CHarris
Senior Planner
enc: Master Land Use Application
Process III Development Submittal Checklist
Mailing Label Handout
Kevin Peterson, Public Works Engineering Plans Reviewer
Sarady Long, Senior Traffic Engineer
Brian Asbury, Lakehaven Water & Sewer
Chris Cahan, South King Fire & Rescue
Doc ID: 78990
19-101594-00-PC
CITY OF FEDERAL WAY
DEVELOPMENT REVIEW COMMITTEE (DRC)
Preapplication Conference Sign -In Sheet
1 c}-101594 —PC
Devco Celebration Apartments
South 376th Street & 8`h Avenue South, Federal Way, WA
Nlat 2, 2019
NAME
WITH
PHONE & EMAIL
Jim Harris
_
FW Planning
253 835-2652
Jim.harris@cityoffederalway.com
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CITY OF
Federal Way
Centered on Opportunity
April 9, 2019
Mr. Andrew Harris
David Evans and Associates Inc.
2106 Pacific Avenue, Suite 400
Tacoma, WA 98404
aharri�5Qdcainc.ggm
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway.. com
Jim Ferrell, Mayor
FILE
Re: File No. 19-101594-PC; PREAPPLICATION CONFERENCE SCHEDULE
Puyallup Tribe Cemetery Access Road, South 376th Street and 8th Avenue South, Federal Way
Dear Mr. Harris:
The above -referenced proposal has been assigned to me as project planner. At this time, the application and
preliminazy site plan have been routed to the members of the. Development Review Committee. A meeting
with the project applicant and Development Review Committee has been scheduled as follows:
Thursday, April 25, 2019 —10:00 AM
Hylebos Conference Room
City Hall, Second Floor
33325 8th Avenue South
Federal Way, WA 98003
We look forward to meeting with you to discuss your proposal. If you have any questions, you may contact at
iim.harris�citoo f federalwa�.�om.
Sincerely,
Harris
Senior Planner
c: en 'F r.m.ken i Cad al uiUc-ras nv
Doc. I.D. 78991
19-101594-00-PC
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: April 8, 2019
TO: Cole Elliott, Development Services Manager
Greg Kirk, Building Official
Rick Perez, City Traffic Engineer
Brian Asbury, Lakehaven Water & Sewer District
Chris Cahan, South King Fire & Rescue
FROM: Jim Harris
FOR DRC MTG. ON: April 18, 2019
April 25, 2019 - 10:00 AM
FILE NUMBER(s): 19-101594-00-PC
RELATED FILE NOS.: None
PROJECT NAME: PUYALLUP TRIBE CEMETERY ACCESS RD
PROJECT ADDRESS: S 376TH ST
ZONING DISTRICT: SE
PROJECT DESCRIPTION: Construct an alley section within public right-of-way
and a private access roadway on private property
within an easement to access parcel 322104 9134.
LAND USE PERMITS:
PROJECT CONTACT: ANDREW HARRIS
DAVID EVANS & ASSOCIATES, INC.
MATERIALS SUBMITTED: Preliminary Plan Set
Master Land Use application
CITY OF f Federal Way
APPLICATION NO(s)
RECEIVED
APR � 4 2019
CITY CF FEDERfiLW, l
GOMMUN[Ty DEVELOPMENT
MASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 81h Avenue South
Federal Way, WA 98003-6325
253-835-2607;Fax 253-835-2609
tt'wwxi1voltCderaIwo yxoln
In) I;qV -
Date A/X
Project Name Puyallup Tribe Cemetery Access Road
1
Property Address/Location
Parcel Number(s)
S 376th St & 8th Ave S
#322104-9134 - also work in an easement on 322104-9025
Project Description Construct an alley section within public right-of-way and a private
access roadway on private property within an easement o access
parcel #322104-9134.
PI BACR PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
X Preapplication Conference
Process I (Director's Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Bearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI.
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
NA - Tribal Trust Zoning Designation
NA Comprehensive Plan Designation
NA Value of Existing Improvements
$500, 000 Value of Proposed Improvements
International Building Code (IBC):
NA Occupancy Type
NA Construction Type
Applicant
Name:
Puyallup Tribe of Indians, Attn: Jennifer Keating
Address:
3009 Portland Avenue East
City/State:
Tacoma, WA
Zip:
98404
Phone:
(253) 382-6073
Fax:
-
Email:
jennifer.m.keating@puyalluptribe-nsn.gov
Signature:
Agent (if different than Applicant)
David Evans &Associates, Inc. Attn: Andrew Harris, P.E.
Name: 2106 pacific Avenue Suite 400
Address: Tacoma, WA
CitylState: 98402
Zip: (253) 250-0607
Phone: _
Fax: aharris@deainc.com
Email: � �4�-
Signature:
Owner
Name: Puyallup Tribe of Indians, Attn: Jennifer Keating
Address: 3009 Portland Avenue East
City/State: Tacoma, WA
Zip: 98404
Phone: (253) 382-6073
Fax: -
Email: Offer.m.keatin�yr/jy,�/]@puyalllllluptribe-nsn.gov
Signature:A. JIY /f11 1/.., 4Z . A
Bulletin #003 —January 1, 2011 Page 1 of I k:\Handouts\Master Land Use Application
_� -mm, oPa �M.p .ma,.. N SW 32-21-04
Dept of Assessments _ o... _ d ti,,,,,,,_ "'„w.�
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SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.
LEGEND
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FOUND 1" IRON PIPE AT THE SUBJECT PROPERTY W
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OV MI.I.GJJ G/1JGIVI CIV I
REC.\. 9504100629
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NORTH QUARTER CORNER,
SEC 32, T21 N, R4E, W.M.
FOUND BRASS DISK IN CONCRETE
WITH "X" IN CASE
CENTER OF SEC 32, T21N, R4E, W.M.
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NORTH W d'
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LEGAL DESCRIPTION O CL O
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PARCEL A: 322104-9134 0. J
THAT PORTION OF GETHSEMANE CEMETERY 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 93 OF O
PLATS, PAGE(S) 98 THROUGH 100, INCLUSIVE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF SAID GETHSEMANE CEMETERY 2 WITH THE W
NORTHWESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO 1 (INTERSTATE 5); F ' `
THENCE NORTHEASTERLY ALONG SAID NORTHWESTERLY MARGIN TO A POINT ON THE SOUTHERLY LINE OF ST. v O
GEORGE'S CEMETERY, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 38 OF PLATS, PAGE 29, IN KING
COUNTY, WASHINGTON;
THENCE NORTH 61'58'21" WEST ALONG SAID SOUTHERLY LINE A DISTANCE OF 578.4 FEET TO THE SOUTHWESTERLY U
CORNER OF SAID ST. GEORGE'S CEMETERY;
THENCE NORTH 28'01'39" EAST ALONG THE WESTERLY LINE THEREOF A DISTANCE OF 50.00 FEET TO THE Q �R
NORTHWESTERLY CORNER OF SAID ST. GEORGE'S CEMETERY;
THENCE NORTH 61'58'21" WEST A DISTANCE OF 160.00 FEET; W X Z
THENCE SOUTH 72'10'00" WEST A DISTANCE OF 414.67 FEET; ♦^
THENCE SOUTH 3'37'46" EAST A DISTANCE OF 587.73 FEET, MORE OR LESS, TO THE SOUTHWESTERLY LINE OF SAID J VJ
GETHSEMANE CEMETERY 2; W O
THENCE SOUTH 47'27'27" EAST ALONG SAID SOUTHWESTERLY LINE A DISTANCE OF 700.00 FEET, MORE OR LESS, 0
TO THE POINT OF BEGINNING; a: 0.
TOGETHER WITH SAID ST. GEORGE'S CEMETERY, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 38 OF O
PLATS, PAGE 29, IN KING COUNTY, WASHINGTON;
(ALSO KNOWN AS PORTION OF GOVERNMENT LOTS 1 AND 2 AND THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON);
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AS DISCLOSED BY INSTRUMENT RECORDED UNDER 0.
RECORDING NO. 9504100629 UNDER, OVER, THROUGH AND ACROSS THE PROPERTY DESCRIBED AS FOLLOWS:
THAT PORTION OF GETHSEMANE CEMETERY 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 93 OF
PLATS, PAGE(S) 98 THROUGH 100, INCLUSIVE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID GETHSEMANE CEMETERY 2, WITH THE WESTERLY
MARGIN OF KING COUNTY ROAD NO. 200 (6TH AVENUE SOUTH), AS SHOWN ON SAID PLAT OF GETHSEMANE
CEMETERY 2;
THENCE SOUTH 23'50'00" WEST ALONG SAID WEST MARGIN, A DISTANCE OF 237.46 FEET TO THE TRUE POINT OF
BEGINNING OF THE HEREIN DESCRIBED EASEMENT,
THENCE CONTINUING SOUTH 23'50'00" WEST ALONG SAID WESTERLY MARGIN, A DISTANCE OF 295.02 FEET TO AN
INTERSECTION WITH THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (INTERSTATE 5);
THENCE SOUTH 3534'04" WEST ALONG SAID WESTERLY MARGIN, A DISTANCE OF 457.43 FEET;
THENCE NORTH 54'25'56" WEST, CONTINUING ALONG SAID WESTERLY MARGIN, A DISTANCE OF 75.00 FEET;
THENCE SOUTH 35'34'04" WEST , CONTINUING ALONG SAID WESTERLY MARGIN A DISTANCE OF 242.46 FEET TO AN
INTERSECTION WITH THE EASTERLY LINE OF ST. GEORGE'S CEMETERY, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 38 OF PLATS, PAGE 29, IN KING COUNTY, WASHINGTON;
THENCE NORTH 28'01'39" EAST ALONG SAID EAST LINE, A DISTANCE OF 0.14 FEET TO THE MOST EASTERLY
CORNER OF SAID ST. GEORGE'S CEMETERY;
THENCE NORTH 61'58'21" WEST ALONG THE NORTHEASTERLY LINE THEREOF, A DISTANCE OF 60.50 FEET TO A
POINT WHICH IS 60.00 FEET NORTHWESTERLY OF, WHEN MEASURED AT RIGHT ANGLES TO THE NORTHWESTERLY V
MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 1; Z
THENCE NORTH 35'34'04" EAST PARALLEL WITH SAID NORTHWESTERLY MARGIN, A DISTANCE OF 310.26 FEET; - o N
THENCE SOUTH 54'25'56" EAST A DISTANCE OF 75.00 FEET; a o
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SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
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SURVEY NOTES o o
1. PURPOSE OF THIS SURVEY- THIS IS NOT A SURVEY, AND IS INTENDED TO BE USED FOR > N
PRELIMINARY ENGINEERING PURPOSES ONLY. INFORMATION SHOWN HEREON SHOULD BE VERIFIED AS Q N m E c
TO ITS ACCURACY IF THIS SURVEY IS TO BE USED FOR PURPOSES OTHER THAN WHAT IT WAS co r2
INTENDED FOR. 0 Q o
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2. BASIS OF BEAPoNG WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD83-91 Z
(EPOCH 2O10.00), U.S. SURVEY FEET. BASED ON GPS USING THE WASHINGTON STATE REFERENCE
NETWORK (WSRN), AND TIES TO WSDOT SURVEY CONTROL POINT GP27005-21.
a VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON A FOUND O
WSDOT SURVEY CONTROL POINT GP17005-21 ON THE 375TH OVERPASS AND 1-5; Q
ELEVATION= 197.145.
4. METHODOLOGY: FIELD MEASUREMENT FOR THIS SURVEY WAS PERFORMED USING A LEICA MS50 O p
MULTI STATION AND LEICA GS14 GNSS RECEIVERS. THIS SURVEY COMPLIES WITH THE MINIMUM
REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE COORDINATES AS SET
FORTH PER W.A.C. 332-130-090.
REVISIONS: APPD.
5. UNDERGROUND UTILITIES NO UNDERGROUND UTILITIES WERE LOCATED OR ARE SHOWN ON THIS
SURVEY.
6. CONTOUR INTERVAL 2.0 FEET
7. MONUMENT VISITATION ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON
WERE VISITED DURING DECEMBER 2018 UNLESS OTHERWISE NOTED.
8. ENCUMBRANCES COMMONWEALTH LAND TITLE INSURANCE COMPANY GUARANTEE, DATED
DECEMBER 19, 2018, CERTIFICATE NO. 70105727, WAS USED FOR LAND DESCRIPTION AND
ENCUMBRANCES OF RECORD. NO FURTHER SEARCH INTO THE RECORD WAS REQUESTED OR
PERFORMED.
SOURCES OF INFORMATION
DATE: JANUARY 15, 2019
1. TOPOGRAPHIC MAPPING- THE TOPOGRAPHIC MAPPING SHOWN HEREON IS PRIMARILY BASED ON
DESIGN:
LIDAR DATA ACQUIRED FROM 2016-PUGET SOUND LIDAR CONSORTIUM (HTTPS: //PUGETSOUNDLIDAR
ESS WASHINGTON EDU/LIDARDATA/). THE ONLY AREA DEA PERFORMED A TOPOGRAPHIC FIELD
SURVEY ON WAS AT THE INTERSECTION OF S. 376TH ST. AND 8TH AVE S. LABELED AS "AREA OF
DRAWN: GBJ
CHECKED: SMD
TOPOGRAPHIC SURVEY" HEREON.
REVISION
NUMBER:
2. PROPERTY BOUNDARIES THE RECORD OF SURVEY COMPLETED BY CENTRE POINT CONSULTANTS,
SCALE: 1" = 100'
DATED MAY 2011, AFN 20110621900005, WAS USED FOR THE PROPERTIY BOUNDARIES SHOWN
HEREON. THIS SURVEY IS NOT A BOUNDARY SURVEY AND IS SHOWN FOR REFERENCE ONLY.
PROJECT NUMBER:
CERTIFICATION
PTO100o0-0023
I HEREBY CERTIFY THAT THIS SURVEY CORRECTLY REPRESENTS A
SURVEY MADE UNDER MY DIRECTION AND REPRESENTS THE ACTUAL
SITE CONDITIONS ON DECEMBER 18, 2018. i& Do
DRAWING FILE:
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• THE TIMING AND EXACT DETAIL OF THE
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PHASE 1: 3.83 ACRES
PHASE 2: 3.68 ACRES
PHASE 3: 7.58 ACRES
PHASE 4: 4.66 ACRES
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/ NOTES: 0 100 200
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Gethsemane Cemetery
37600 Pacific Highway
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www.jabrennan.com
REVISION:
DATE:
DESCRIPTION:
SCALE: 1" = 100'
DATE: 03/04/2016
DRAWN BY: CO
DESIGNED BY: JB
APPROVED BY: J
OF FEDERAL WAY
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