16-101236-UPFR„ F_
Federal Way
December 8, 2016
Joe Donahoe
D D G Architects
8383 158"' Avenue NE, #380
Redmond, WA 98072
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www cityoffederalway. com
Jim Ferrell, Mayor
RE: File #16-101236-00-UP; PROCESS II `SITE PLAN APPROVAL'
NWCC Center Plaza LLC - Mod Pizza, 2104 South 320'h Street, Federal Way
Dear Mr. Donahou:
The City of Federal Way's Community Development Department has completed administrative review of
the proposed MOD Pizza site redevelopment located at 2104 South 320"' Street. The Process 11 land use
application submitted on March 10, 2016, and subsequent resubmittals on May 11, 2016, August 16,
2016, and October 13, 2016, is hereby approved with conditions. The proposal meets site plan and
community design guideline criteria set forth in Federal Way Revised Code (FWRC) 19.60.050 as found
in the- enclosed Exhibit A - Findings for Process 11 Site Plan Approval and incorporated into this decision
by reference. The remainder of this letter outlines the zoning and development review process required
for this proposal and a summary of appeal procedures.
REQUIRED REVIEW PROCESS
The proposed improvements to the site are subject to Process II Site Plan Review pursuant to restaurant
use requirements set forth in FWRC 19.225.040. The proposal does not exceed the city -adopted flexible
thresholds set forth in FWRC 14.15.030(c) and therefore is exempt from review under the State
Environmental Policy Act.
CONDITIONS OF APPROVAL
l . Prior to issuance of a Certificate of Occupancy, the applicant shall provide documentation for the
reduced number of parking spaces pursuant to FWRC 19.130.020(3).
Prior to issuance of a Certificate of Occupancy, the applicant shall dedicate 3 feet of property along
the 2 1 " Avenue South street frontage. The dedication shall be through a Statutory Warranty Deed and
recorded at King County at the owner's expense.
APPEALS
The effective date of this decision is December 11, 2016, or three days from the date of this letter.
Pursuant to FWRC 19.60.080, any person who received notice of this administrative decision may appeal
the decision to the Federal Way Hearing Examiner by December 27, 2016. Any appeal must be in the
form of a letter delivered to the Department of Community Development with the established fee. The
appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged
errors in the Director's decision, including the identification of specific findings and conclusions made by
the Director disputed by the person tiling.
Mr. Donahou
December 8. 2016
Page 2
However, in that you are the only party of record, your appeal period is waived (assuming you do not
wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this
decision.
APPROVAL DURATION
Unless modified or appealed, the Process 11 decision is valid for five years from the date of issuance of
the decision. Time extensions to the decision may be requested prior to the lapse of approval following
the provisions listed in FWRC 19.15.110. The improvements must be substantially completed within the
five-year time period or the land use decision becomes void.
CLOSING
This land use decision does not waive compliance with future City of Federal Way codes, policies, and
standards relating to this development. This Process II approval does not constitute approval of a building
permit, authorization to clear and grade, or demolish a portion of the existing building. If you have any
questions regarding this decision, please contact Becky Chapin, Associate Planner, at 253-835-2641, or
Becky.chapin@cityoffederalway.com.
Sincerely,
6 -
Brian Davis
Community Development Director
enc: Approved Site Plan and Elevations
Exhibit A 'Findings For Process II Site Plan Review Approval'
c: Mark McDonald. marka_,nwcc.us.com
Jim Wieben. DUG Architects_.iimw,cidd,architects.com
Becky Chapin. Associate Planner
Kevin Peterson. Engineering Plans Reviewer
Sarady Long. Senior Transportation Planning Engineer
Peter Lawrence. Plans Examiner
Vince Faranda, South King Fire & Rescue
Brian Asbury. Lakehaven Water & SeNver District
I&�lt' Wl236 Doc ID 74703
4��
CITY OF
Federal Way
EXHIBIT A
Findings for Process II Site Plan Approval
NWCC Center Plaza MOD Pizza
File #16-101236-00-UP
The Director of Community Development hereby makes the following findings pursuant to content
requirements of the Process II written decision as set forth in Federal Way Revised Code (FWRC) 19.60.070.
These findings are based on review of existing city documents and submitted items by the applicant received
March 10, 2016, and subsequent resubmittals received May 11, 2016, August 16, 2016, and October 13,
2016.
I . Proposal — The applicant proposes to redevelop the existing bank for a new 3,000 sq. ft. restaurant.
Associated landscaping and site improvements are also included.
Comprehensive Plan & Zoning Designation — The subject property is located within the City
Centel- Core (CC-C) comprehensive plan and zoning designation. The property's proposed use of
entertainment/restaurant is a permitted use within the CC-C zoning designation pursuant to FWRC
19.225.040. The existing drive -through lane associated with the bank is to be demolished.
3. Review Process — Restaurant uses located in the CC-C zone are subject to development review
procedures of Process I1 `Site Plan Review' set forth in FWRC Chapter 19.60. Process II review
requires no public notice period and concludes with a written decision issued by the Director of
Community Development. Appeals of the Director's decision are conducted by the city's Hearing
Examiner.
4. Environmental Review — The proposed improvements are exempt from environmental review. The
new building will be less than 12,000 square feet; the improvements are consistent with the State
Environmental Policy Act (SEPA) definition of "minor new construction" as set forth in WAC 197-
11-800(2)(e) and FWRC 14.15.030(c).
5. Height — The height of the development is 25 feet four inches above average building elevation. The
height of the structure is below the 70-foot height maximum.
6. Setbacks — The required yard for restaurant use is 0 feet front, side, and rear setbacks. Per FWRC
19.225.040, note 5, no more than 5-foot setback is allowed adjacent to principal pedestrian rights -of -
way (2151 Avenue South), unless: it is precluded by existing site improvements, easements,
topography, or other site constraints, or to allow streetscape amenities, public on -site open space, or
other architectural elements or improvements approved under FWRC Chapter 19.115, C0777177zmity
Design Guidelines.
The proposed building is set back more than 5 feet from the right-of-way; the proposal is for a 7-foot
setback. The applicant has incorporated streetscape amenities and landscaping along the 2 1 " Avenue
South property line to satisfy design guidelines. There is a pedestrian path off of the 2 1 " Avenue
South sidewalk that leads to the main entrance and plaza area. Landscaping enhances the main
entrance and creates a park -like atmosphere with a mix of evergreen and deciduous trees, shrubs and
Qroundcover.
The redevelopment of the existing building also precludes the building from meeting the required
setback. The existing building is set back more than 5 feet from the property line. The addition of a
plaza and landscaping enhances the overall pedestrian experience along 2151 Avenue South.
7. Lot Coverage —No maximum lot coverage applies. Instead, the buildable area will be determined
by other site development regulations, i.e., required yards, landscaping, surface water facility, etc.
However, notes 12 and 13 under FWRC 19.225.040 require that no more than 16,000 gross square
feet of new single -story construction may occur on the subject property. This proposal is
redevelopment of an existing building with a minor gross square foot increase.
8. Parking — Pursuant to FWRC 19.225.040, restaurant uses shall provide 1 parking stall for each 100
square feet of gross floor area (3,000 sq. ft. /100 = 30 parking spaces required). As depicted, the 27
proposed parking stalls do not meet minimum parking stall requirements for the proposed building
gross floor area. Pursuant to FWRC 19.130.020(3), Exemptions, the number of parking spaces
required may be reduced if one of the following criteria is met:
• Provides shared parking in accordance with FWRC 19.130.120;
Is located in the CC-C or CC-F zones and is accompanied by a traffic demand
management plan which, as a condition of project approval, the applicant shall
implement. In such an instance, the director may approve reduction of the required
number of parking spaces by up to 20 percent. Transportation demand management
options which can be considered by the director include, but are not limited to, the
following:
i. Private vanpool operation;
ii. Transit/vanpool fare subsidy;
iii. Preferential parking for carpools/vanpools;
iv. Flexible work -hour schedule;
v. Participation in a ride -matching program; or
vi. Bicycle parking facilities.
• Is located in the CC-C or CC-F zones, is adjacent to a public street right-of-way classified
to allow on -street parking and the applicant makes a one-time contribution to a city fund
established strictly to find development of on -street parking. The amount of the
contribution will be based on a per stall cost established by the city, and the required
number of stalls may be reduced on a one -for -one basis according to the amount of the
contribution paid;
• Provides a parking study in accordance with FWRC 19.130.080(2).
As a condition of approval, the applicant will be required to demonstrate how they meet one or
more of the exemptions above.
9. Landscaping — CC-C zoning district landscaping standards set forth in FWRC 19.125.060(7)
include Type 111, 'Visual Buffer' landscaping five feet in width along the perimeter of parking
areas abutting ROW and along perimeter lot lines. Existing landscaping may be augmented to
provide Type III landscaping where applicable.
Type III landscaping five feet in width will be provided along the perimeter property lines.
Landscaping proposed along the building perimeter and plaza reinforces the building entrance
and pedestrian plaza areas.
Findings for Process 11 Sitc Plan Approval Page 2
NWCC Center Plaza MOD Pizza File 4 16-101236-00-UP/Doc. I.D. 73905
Interior parking lot landscaping in the amount of 20 square feet per parking stall is required for
the 27 parking stalls. 1,326 square feet of interior parking lot landscaping is proposed with this
application, which exceeds the minimum required.
10. Community Design Guidelines —The proposed restaurant building complies with the provisions of
FWRC Chapter 19.115, "Community Design Guidelines" that are reasonably related and applicable
to the area of development as detailed below.
a. Building Design -- The building primary entrance is clearly visible from the right-of-way, 21"
Avenue South and South 320"' Street. Landscaping, pedestrian plaza, and walkways help define
the main entry. The building orientation is slightly rotated along 21" Avenue South and all
facades are visible from either right-of-way or other public areas. Methods of articulation and
accessory elements are incorporated in the overall architectural design. Window openings,
projections, parapet, vertical trellises, and foundation landscaping are all used to articulate
blank walls.
b. Pedestrian Circulation — Pedestrian pathways and pedestrian areas are incorporated into the site
design. Pedestrian access from 21" Avenue South to the building's main entrance is provided
by new concrete pathway.
c. District Guidelines — The principal entrance facade is clearly recognizable from 2151 Avenue
South and South 320"' Street. The building facades visible from the right-of-way all incorporate
a variety of pedestrian -oriented architectural treatments. Glazing, awning, material changes,
articulation, modulated rooflines, pedestrian plaza, covered outdoor eating area, and
landscaping are used to break down building bulk and scale. More than 40 percent of the main
entrance facade contains transparent glass.
11. Garbage and Recycling — A garbage and recycling enclosure is proposed along the north facade
and is obscured from view by landscaping. The enclosure will be constructed to match building color
and design with CMU wall enclosure, and neutral colors. The enclosure meets Waste Management
standards for width, depth, and location.
12. Transportation —As a component of the Process 11 application, the applicant was required to
undergo transportation concurrency analysis pursuant to the state Growth Management Act; goals
and policies of the Federal Way Comprehensive Plan; and FWRC Chapter 19.90 Transportation
Conan-rency Management. The Public Works Traffic Division found that all intersections impacted
by one or more weekday evening peak hour trips from the proposed development would meet City
of Federal Way Level of Service (LOS) standards with the City's programmed improvements. A
Capacity Reserve Certificate (CRC) was issued by the Public Works Department on May 13, 2016,
for 19 new PM peak hour trips generated by the project.
Prior to building permit issuance, the applicant is required to pay a traffic impact fee. Per FWRC
19.91, fees will be calculated based on the impact fee schedule in effect at the time a complete
building permit application is filed.
13. Street Frontage Improvements — The applicant submitted two requests for modifications: 1) waive
required street improvements along 21" Avenue South; and 2) waive the required 5-foot dedication
of right-of-way along 2151 Avenue South. City staff has waived the required street fi•ontage
improvements along 21" Avenue South. However, the applicant is required to dedicate 3 feet of
Findings for Process 11 Site Plan Approval Page 3
NWCC Center Plaza MOD Pizza File #16-101236-00-UP/Doc. I.D. 73905
property, for ase as a utility strip as depicted on the street section `Q', to the City for right-of-way
(ROW) along the 2 1 " Avenue'South frontage.
As a condition of approval, prior to issuance of a Certificate of Occupancy, the applicant shall
dedicate 3 feet of property along the 2151 Ave South street frontage. The dedication shall be through
a Statutory Warranty Deed and recorded at King County at the owner's expense.
South 320"' Street has been constructed to the current standard; therefore, no further ROW
dedication or street improvements are required.
14. Stormwater —The project was reviewed by the Development Services Division of the Public Works
Department for compliance with the stormwater requirements of the 2009 King County Suiface
Water Design Manual (KCSWDM), City addendum to the manual, and FWRC 19.30.120,
"Nonconforming Water Quality Improvements."
According to the minimum requirements of the KCSWDM and City addendum, the project is
exempt from having to provide any detention facilities. However, the project does meet the
minimum requirements outlined in FWRC 19.30.120, and will therefore be providing Water Quality
Improvements, per the Enhanced Basic Water Quality Menu of the 2009 KCSWDM.
Building downspouts and storrnwater runoff from other impervious surfaces associated with the
project shall be directed into the on -site storm drain system, as approved by Public Works.
Temporary erosion and sediment control (TESC) measures will be required during demolition of the
existing structure and construction of the new building and associated site development.
15. Fire Protection — A fire alarm system is required. An automatic sprinkler system is required if the
fire area has an occupant load of 100 or more.
16. Water and Sewer — Lakehaven Water & Sewer District is the water and sewer service provider.
Application to Lakehaven is required for any new or modified water or sewer service connections.
17. Building Permit — The City's Building Division is currently reviewing the building permit (Permit
416-101237-00-CO). No work may begin until building permit approval. Please contact the permit
center at 253-835-2607, or permitcenter@cityoffederalway.com, if you have any questions regarding
the building permit.
18. Decision Criteria — Staff finds the proposal is consistent with applicable site plan approval criteria
required for Process II as set forth in FWRC 19.60.050. The proposal is consistent with the city's
comprehensive plan; applicable provisions of FWRC Title 19 Zoning and Development Code; public
health, safety, and welfare; and streets and utilities in the area are adequate to serve the anticipated
demand from the proposal. The proposal is consistent with Community Design Guideline decisional
criteria set forth in FWRC Chapter 19.115.
Final construction drawings will be reviewed for compliance with specific regulations, conditions of
approval, and other applicable city requirements. These findings shall not waive compliance with future
City of Federal Way codes, policies, and standards relating to this development.
Prepared by: Becky Chapin, Associate Planner
Findings For Process It Site Plan Approval
NwCC Center Plaza MOD Pizza
Date: December 8, 2016
Page 4
File # 16-101236-00-UP/Doc. I.D. 73905
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
RESUBMITTAL #1
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE: May 23, 2016
TO: Kevin Peterson, Engineering Plans Examiner
South King Fire & Rescue
Sarady Long, PW Traffic Division
FROM: Becky Chapin
FILE NUI4BER(s): 16-101236-00-UP
RELATED FILE NOS.: None
PROJECT NAME: NWCC CENTER PLAZA LLC - MOD PIZZA
PROJECT ADDRESS: 2104 S 320TH ST
ZONING DISTRICT: CC-C
PROJECT DESCRIPTION: Resubmittal of plans to expand existing Key Bank
drive-thru building by 1000 square foot to create a
sit down restaurant.
LAND USE PERMITS: Process II
PROJECT CONTACT: D D G ARCHITECTS
JOE DONAHOU
8383 158th Avene NE, Suite 380
Redmond, WA 98052
MATERIALS SUBMITTED:
■ Response Letter from Architect
■ Response Letter on Landscaping
• Revised TIR
• Revised Plans
May 2, 2016
Hope Luquette
DDG Architects
8383 158th. Ave NE
Suite 380
Redmond, WA 98032
Re: NWCC Center Plaza
Ms. Luquette:
Pahl Jay Landscape Architect
Landscape Architecture and Natural Resource Consulting
MAY 112016
CM. OF FEDERAL WAY
CDS
I have completed the revisions to the NWCC Center Plaza project. The comments from Public Works were restricted to
removing the irrigation system from within the city right of way. I have removed the system from the right of way in
order to comply with the city comments.
The comments from the planning department involve the Type 3 landscape on the western property line, showing parking
lot landscape calculations and areas, and blank wall plantings. I have added Southern Magnolias to the west property line.
I have added Bloodgood Maples to the blank wall area. I have shown the parking lot calculations and areas on the
landscape plans. I haveialso changed the landscape plans to address the site plan changes related to the trash enclosure.
Paul Jay
Landscape Architect / Mitigation Specialist
2917 East Division
Mount Vernon, WA 98274
425.210.1986
pauljayla@gmail.com
17028-Lakewew Blvd. Mount Vernon, WA 98274
Ph. 425.210.1986 -
Paul Jay Landscape Architect Page 2 5/1/2016
CITY OF
1�k Federal
April 26, 2016
Fl` L E
CITY HALL
Way 33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
wwwcityoffederalway. com
Jim Ferrell, Mayor
Joe Donahou
D D G Architects
8383 158`' Avenue NE, Suite 380
Redmond, WA 98072
RE: File #16-101236-00-UP; TECHNICAL COMMENT LETTER
NWCC Center Plaza LLC - MOD Pizza, 2104 South 3201h Street, Federal Way
Dear Mr. Donahoe:
City staff has completed review of your Process 11 Master Land Use (MLU) application for the proposed
redevelopment of the former Key Bank building. Proposed site improvements identified in the March 10,
2016, MLU application include redeveloping the existing bank into a new 3,000 square -foot restaurant
with patio dining. The application was deemed complete at submittal.
TECHNICAL COMMENTS
The following comments provided by staff reviewing your project must be addressed prior to land use
approval. Please direct questions regarding any of the technical comments to the appropriate staff
representative.
Becky Chapin, CD Planning Division, 253-835-2641, l ecky.chapinfrr.citVoffederalway.com
Setback — Per Federal Iflay Revised Code (FWRC) 19.225.040, note #3, no more than a five-foot
building setback is allowed adjacent to 2 1 " Avenue South, unless it is precluded by existing site
improvements, easement, topography, or other site constraints, as determined by the director, or to allow
streetscape amenities or other architectural elements or improvements. Please provide written justification
as to why you cannot meet the 5-foot setback along 21" Avenue South.
Parking — Required parking for the restaurant is 1 parking stall for each 100 square feet of gross floor
area. The outdoor seating area (not the entire plaza) must be included when calculating the gross floor
area. Please revise the gross floor area of the building to include the outdoor seating area. As depicted, the
27 proposed stalls do not meet minimum parking stall requirements for the proposed building gross floor
area, let alone the additional area for the outdoor seating area. Pursuant to FWRC 19.130.020(3),
Exemptions, the number of parking spaces required may be reduced if one of the following criteria is met:
a) Provides shared parking in accordance with FWRC 19.130.120;
b) Is located in the CC-C or CC-F zones and is accompanied by a traffic demand management plan
which, as a condition of project approval, the applicant shall implement. In such an instance, the
director may approve reduction of the required number of parking spaces by up to 20 percent.
Transportation demand management options which can be considered by the director include, but
are not limited to, the following:
Mr. Donlhou
April 26.2016
Page 2
i. Private vanpool operation;
ii. Transit/vanpool fare subsidy;
iii. Preferential parking for carpools/vanpools;
iv. Flexible work -hour schedule;
V. Participation in a ride -matching program; or
vi. Bicycle parking facilities.
c) Is located in the CC-C or CC-F zones, is adjacent to a public street right-of-way classified to
allow on -street parking and the applicant makes a one-time contribution to a city fund established
strictly to fund development of on -street parking. The amount of the contribution will be based on
a per stall cost established by the city, and the required number of stalls may be reduced on a one -
for -one basis according to the amount of the contribution paid;
d) Provides a parking study in accordance with FWRC 19.130.080(2).
Please revise the plans to include additional stalls as required or provide documentation on how you meet
one of the exemptions above.
Bicycle Rack— Pursuant to FWRC 19.1 15.050(4)(d), bicycle racks should be provided for all commercial
developments. South 320°i Street is an east/west corridor in the city's Bicycle and Pedestrian Master Plan.
Please provide a bicycle rack near the building entrance to provide additional transportation modes for
restaurant patrons and employees.
Landscaping — Type III landscaping five feet in width is required along the perimeter lot line to the west.
Only large shrubs are depicted on the landscape plan. Please revise the landscape plan to include a
mixture of evergreen and deciduous trees within the large shrubs and groundcover.
Pursuant to FWRC 19.125.070, commercial developments shall provide twenty (20) square feet of
interior lot landscaping per parking space when up to 49 parking stalls are provided. For the 27 parking
stalls provided, 540 square feet of interior lot landscaping is required (more will be required if additional
stalls are provided). Please include the square footage of interior parking lot landscaping on the
landscaping plans to demonstrate compliance with the standard. Identify the interior landscape areas used
for this calculation on the landscape plan.
Screening of Blank Walls — Secondary facades not containing a major building entrance, or located
along a right-of-way, or clearly visible from a right-of-way or public sidewalk, in this case the north and
west elevations, may incorporate fagade treatments that are less pedestrian -oriented, such as a
combination of structural modulation, architectural articulation, material variations, and foundation
landscaping. As depicted, there is foundation landscaping; however, a large portion of both facades
contain blank walls. Please include additional structural modulation, architectural articulation, and/or
materials variation to break up the blank wall, per FWRC 19.1 15.060(3)(b).
Trash Enclosure — The current location and alignment of the trash enclosure will make it difficult for the
waste hauler to access. Please consider moving the enclosure to the east, or, angling the enclosure in its
current location, so that a large waste truck would be able to use the drive aisle opposite this site, and
'head -in' to the enclosure from the north.
16-101136 Doc 1 D 73052
Mr. Donahou
April 26, 2016
Page 3
Per City of Federal Way Solid Waste and Recycling design guidelines, the trash and recycling enclosure
should be equipped with a single double -swing gate, rather than dual double -swing gates. Please note:
chain -link fences are not allowed in the City Center.
Saradv Long, PW Traffic Division, 253-835-2743, sarady.Iona(a-),eitvoffederalway,.com
1. Show street improvement and right-of-way dedication along 21 st Ave S. The required improvement
along 21 st Ave S is part of a larger project listed on the current adopted six -year transportation
improvement program (TIP). As such, the Public Works Director may require the applicant to pay the
city the pro-rata share of the project costs in lieu of constructing the improvement. A street
modification request may be submitted to the Public Works Director to modify, defer, or waive the
street improvements per FWRC 19.135.070.
Please note that the modification request has a nominal review fee of $160.00.
2. The proposed driveway on S 318th Place should be consolidated with the existing Starbucks
driveway to the west.
3. Driveway width should be 30' for a two-lane two-way driveway. Driveway width maybe increased
in order to provide adequate width for vehicles that may be reasonably expected to use the driveway,
as determined by the Public Works Director.
4. Traffic impact fee will be calculated based on the fee schedule in effect at the time a building permit
application is filed and must be paid prior to building permit issuance.
CLOSING
When resubmitting requested information, please provide a written response to each of the above -
referenced items and six copies of corrected full size plans with the enclosed resubmittal form. Please be
advised that changes made to the land use plans must also be shown on the building plan set as well.
Pursuant to FWRC 19.15.050, 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 void.
If you have any questions regarding this letter or your development project, please contact me at 253-835-
2641, or becky.chapin@cityoffederalway.com.
Sincerely,
Becky Cha
Associate Planner
enc: 'Redlined' Plans
Solid Waste and Recycling Design Guidelines
Street Modification Request
Resubmittal Form
16-101=16
Doc I D. 730i'-
November 26, 2016
City of Federal Way
33325 81 Ave South
Federal Way, Washington 98003
f�
MAR 10 2016
CITY OF FEDERAL WAY
CDS
PROTECT. NWCC Center Plaza- MOD Pizza
2104 S. 320TH St.
Federal Way, Washington
RE: Community Design Guidelines Narrative
FWRC 19.115.090(3)(a). Parking shall be located behind building(s), with building located between the
right-of-way and the parking area(s) and any parking located along a right-of-way is subject to the
following criteria:
Surface parking for MOD Pizza is located to the side of the building and adjacent, but also providing and
maximizing pedestrian access and circulation to 21't Ave. S. and S. 320t' Street.
FWRC 19.115.090(3)(b). Principle entrance facades shall front on, face, or be clearly recognizable from
the right-of-way, and/or from the principle pedestrian right-of-way, as determined by the director, for
projects exposed to more than one right-of-way:
The MOD Pizza building is laid out, as such, to be clearly recognizable from both S. 320t' Street and 21't Ave.
S. The entrance fagade face faces both streets and the entrances are highlighted with canopies and signage to
give a big "Hello!"
FWRC 19.115.090(3)(c). Building facades shall incorporate a combination of facade treatment options
as listed in FWRC 19.115.060(2) and (3)(b), to a degree that is appropriate to the building size, scale,
design, and site context and according to the following guidelines:
The MOD Pizza building contains a major entrance located along the right-of-way and is clearly visible from
both 21" Ave. S. and S. 320' Street. The SW and SE face has at least 40 percent of transparent glass and
canopies, as well as, signage and lighting are used to highlight the buildings entrance. You will find
landscaping in front of the entrances and plaza to define the building, but does not block views to buildings or
streets across the site. Slight modulation is used to define the building fagade identifying use, such as,
entrances, gathering, sitting and walking.
FWRC 19.115.090(3)(d). Pedestrian's pathways shall be provided from rights -of -way, bus stops,
parking areas, and any pedestrian plazas and public space to primary building entrances. Multiple
tenant complexes shall provide pedestrian walkways connecting all major business entrances on the
site. This includes a pedestrian connection between the sidewalk along South 320th Street and to the
restaurant's main entrance:
A pedestrian pathway was provided to allow for direct access to 21s' Ave. S. and S. 320"' Street. This path
connects directly to the major entrance and is clearly delineated by color and pavers of a different size, shape
and texture than that of the existing sidewalk and is protected from abutting parking and vehicular circulation
within landscaping.
8383 158th Ave NE Suite 380 Redmond, WA 98052 Tel: (425) 285-9992
FWRC 19.115.090 (3)(e). T ,,e-through facilities and stacking lanes •11 not be located along, os in
conjunction with, a building facade that faces or is clearly visible from a right-of-way, public sidewalk,
or pedestrian plaza. Such facilities shall be located along other secondary facades, as determined by the
director, and shall meet the separation screening, and design standards listed in FWRC
19.115.050(7)(b)(ii),(ii), and (iv):
Phase I of the project includes the MOD Pizza. Will we address Phase II later, which includes, the drive-thru
restaurant.
FWRC 19.115.050(6). Commercial services related to loading, storage, trash and recycling should be
located in such a manner as to optimize public circulation and minimize visibility into such facilities.
Service areas shall be designed and located for easy access by service vehicles. Trash and recycles
receptacles shall include cover to prevent odor and wind-blown litter. The enclosure shall be consistent
with the primary buildings relative to architects, materials, and color:
The trash enclosure is located in the North to optimize public circulation and minimize visibility. The trash
enclosure is consistent with primary building in relation to the architecture (size, shape and height), materials
(CMLD, and neutral colors (khaki).
Sioc relV.
Jos h P Donahou AIA
Principal
r
4ik
CIT
F 14:tSp
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 8`h Avenue South
Federal Way, WA 98003-6325
WEVED 253-835-2607;Fax 253-835-2609
ww w.cityoffe deral way.corn
MAR 10 2016
CITY OF FEDERAL WAY
CDS
Crime Prevention Through Environmental Design
(CPTED) Checklist Instructions
This checklist is designed to assist the project proponent in demonstrating how CPTED principles have
been met. This goal can also be met by submitting a written explanation as to how each of the three design
principles of Natural Surveillance, Access Control, and Ownership has been met.
The checklist has been prepared to provide guidance and assistance in regard to the integration of CPTED
principles into proposed project designs. The purpose of the checklist is to assist a project proponent in
identifying and incorporating design strategies that implement the CPTED principles identified in Federal
Way Revised Code (FWRC) 19.115.010.
CPTED principles, performance standards, and strategies are used during project development review to
identify and incorporate design features, which reduce opportunities for criminal activity to occur. The
effectiveness of CPTED is based on the fact that criminals make rational choices about their targets. In
general:
(1) The greater the risk of being seen, challenged, or caught; the less likely they are to commit
a crime.
(2) The greater the effort required, the less likely they are to commit a crime.
(3) The lesser the actual or perceived rewards, the less likely they are to commit a crime.
Through use of CPTED principles, the built environment can be designed and managed to ensure;
(1) There is more chance of being seen, challenged, or caught;
(2) Greater effort is required;
(3) The actual or perceived rewards are less; and
(4) Opportunities for criminal activity are minimized.
CPTED Design Principles
CPTED design principles are functionally grouped into three categories:
(1) Natural Surveillance. This category focuses on strategies to design the built environment in
a manner that promotes visibility of public spaces and areas.
(2) Access Control. This category focuses on the techniques that prevent and/or deter
unauthorized and/or inappropriate access.
(3) Ownership. This category focuses on strategies to reduce the perception of areas as
"ownerless" and therefore available for undesirable uses.
Bulletin #021 —January 1, 2011 Page 1 of 2 k:\Handout \CPTED Instructions
How to Use This Checklist
This checklist has been prepared to assist in identifying appropriate strategies to incorporate CPTED
design principles into proposed projects in Federal Way. The guidelines included in this checklist expand
on the principles found in FWRC 19.115.010.
It is recommended that the principles be reviewed initially to identify the approaches used to implement
CPTED. Subsequent to this initial review, this checklist should be reviewed to identify additional
strategies that may be applicable for a proposed project. Not all strategies are applicable to all projects. In
addition, the CPTED principles may be addressed through strategies that are not listed.
Checklist Design
The checklist has been organized in the following manner:
Functional Area
Specific design element
addressed by CPTED principles
Section and
,f
Functianal Area
Evaluation
Performance
Performance Standard
for Agency
Perforrtance Standard
Standard
Use Only
What is the desired outcome aj
Strategy
applying CPTED principles to
thisjuncdonalarea
XApyii�StcduringSitePIanKe Kw
X
�App[iabk diu-ing Huifding Fcxmil Review
Strategy
-
Seetl I.4: HAturaE Survelllal:ce
Technique which can be used
to implement CPTED principles
Cheek Box
1.1 Blind Corners
Conforms
Avoid blind corners in pathways and parking lots.
Indicate by checking this box if
_Revise
NA
this strategy has been used in the
_
CComments:Strategy
proposed project
Write4n
Pathways should be direct. All barriers along
This section can be used to write
pathways'should be permeable (see through)
in astrategy which is not
i ml ud i nF landscap in , fenci ng etc_ R
specifically listed bur is
Consider tale installation of mirrors to allow users to
employed in the project
sce ahead of them and around corners ,e
Cl QtfiCC strate
Process Applicability
Indicates when in the review
process the identijiedguideline
should be assessed
Site Plan and Building Permit Review
Certain guidelines and techniques are best applied during different points in the review process. To assist
in facilitating CPTED review, guidelines which are best considered during site plan review are indicated
with a "■ " symbol. Guidelines that are most appropriately applied during building permit review are
indicated with a "e" symbol.
Bulletin #021 — January 1, 2011 Page 2 of 2 k:\Handout \CPTED Instructions
CITY OF
Federal Way
DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES
33325 8`h Avenue South
Federal Way, WA 98003-6325
253-835-2607;Fax 253-835-2609
www.cityoffederal way.com
Crime Prevention Through Environmental
Design (CPTED) Checklist
Directions
Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in
your proposed project. Please check all strategies that are applicable to your project for each of the
numbered guidelines. You may check more than one strategy for each guideline.
Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building
Permit review process.
Section and ✓ Functional Area Evaluation for
Performance Performance Standard Agency Use Only
Standard
Strategy
■ Applicable during Site Plan Review
6 Applicable during Building Permit Review
Section 1.0 Natural Surveillance
1.1 Blind Corners .,Conforms
Avoid blind corners in pathways and parking lots. —Revise
_NA
Comments:
Q%Pathways should be direct. All barriers along pathways should
be permeable (see through) including landscaping, fencing etc.
■
Consider the installation of mirrors to allow users to see ahead
of them and around corners. e
Other strategy
0
1.2 Site and Building Layout
Allow natural observation from the street to the use, from the
use to the street, and between uses
_Conforms
Revise
_NA
Comments:
Bulletin #022 - January 1, 2011 Page 1 of 9 k:\Handouts\CPTED Checklist
Section and ✓ Functional Area
Performance Performance Standard
Standard
Strategy
■ Applicable during Site Plan Review
6 Applicable during Building Permit Review
Orient the main entrance towards the street or both streets on
For Non -Single corners. ■
Family
Development
Position habitable rooms with windows at the front of the
dwelling. ■
Access to dwellings or other uses above commercial/ retail
development should not be from the rear of the building. ■
Offset windows, doorways and balconies to allow for natural
observation while protecting privacy. s
Locate main entrances/exits at the front of the site and in view
of the street. ■
For Commercial/
Retail/ Industrial If employee entrances must be separated from the main
and Community entrance, they should maximize opportunities for natural
Facilities surveillance from the street. A
El In industrial developments, administration/offices should be
located at the front of the building. ■
Avoid large expanses of parking. Where large expanses of
For Surface parking are proposed, provide surveillance such as security
Parking and cameras. M
Parking
Structures _./ Access to elevators, stairwells and pedestrian pathways should
l�l be clearly visible from an adjacent parking area. ■
Ltd Avoid hidden recesses. M
%Locate parking areas in locations that can be observed by
adjoining uses. ■
Open spaces shall be clearly designated and situated at
For Common/ locations that are easily observed by people. Parks, plazas,
Open Space common areas, and playgrounds should be placed in the front
Areas of buildings. Shopping centers and other similar uses should
face streets. ■
Other strategy
C
Evaluation for
Agency Use Only
Bulletin #022 — January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist
Section and ✓ Functional Area Evaluation for
Performance Performance Standard Agency Use Only
Standard
Strategy
■ Applicable during Site Plan Review
6 Applicable during Building Permit Review
1.3 Common/Open Space Areas and Public On -Site Open Conforms
Space —Revise
Provide natural surveillance for common/open space areas. _NA
Comments:
%Position active uses or habitable rooms with windows adjacent
Lid to main common/open space areas, e.g. playgrounds,
swimming pools, etc., and public on -site open space. ■
f/ Design and locate dumpster enclosures in a manner which
12 screens refuse containers but avoids providing opportunities to
hide. ■
f Locate waiting areas and external entries to elevators/stairwells
Ga' close to areas of active uses to make them visible from the
building entry. e
R/ Locate seating in areas of active uses. e
Other strategy .used:
rl
1.4 Entrances —Conforms
Provide entries that are clearly visible. Revise
_NA
Comments:
Design entrances to allow users to see into them before
entering. ■
�/ Entrances should be clearly identified (Signs must conform to
Lid FWRC 19.140.060. Exempt Signs. (Applicable during
Certificate of Occupancy Inspection].
Other strategy used:
El
1.5 Fencing —Conforms
Fence design should maximize natural surveillance from the _Revise
street to the building and from the building to the street, and .._._NA
minimize opportunities for intruders to hide. Comments:
Bulletin #022 — January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist
Section and ✓ Functional Area Evaluation for
Performance Performance Standard Agency Use Only
Standard
Strategy
a Applicable during Site Plan Review —
6 Applicable during Building Permit Review 11
❑ Front fences should be predominantly open in design, e.g.
pickets or wrought iron, or low in height. e
Design high solid front fences in a manner that incorporates
❑ open elements to allow visibility above the height of five feet.
e
If noise insulation is required, install double -glazing at the
front of the building rather than solid fences higher than five
feet. e
Other strategy used:
1.6 Landscaping
—Conforms
Avoid landscaping which obstructs natural surveillance and
TRevise
allows intruders to hide.
_NA
Comments:
Trees with dense low growth foliage should be spaced or their
crown should be raised to avoid a continuous barrier. M
Use low groundcover, shrubs a minimum of 24 inches in
height, or high -canopied trees (clean trimmed to a height of
eight feet) around children's play areas, parking areas, and
along pedestrian pathways. ■
Avoid vegetation that conceals the building entrance from the
street. ■
Other strategy used:
11
1.7 Exterior Lighting —Conforms
Provide exterior lighting that enhances natural surveillance. —Revise
(Refer to FWRC 19.115.050(7)(a) for specific lighting _NA
requirements.) Comments:
Prepare a lighting plan in accordance with Illuminating
engineering Society of America (IESA) Standards, which
addresses project lighting in a comprehensive planner. Select a
lighting approach that is consistent with local conditions and
crime problems. A
Bulletin #022 — January 1, 2011 Page 4 of 9 k:\Handouts\CPTED Checklist
Section and ✓ Functional Area
Performance Performance Standard
Standard
Strategy
■ Applicable during Site Plan Review
6 Applicable during Building Permit Review
Locate elevated light fixtures (poles, light standards, etc.) in a
12 coordinated manner that provides the desired coverage. The
useful ground coverage of an elevated light fixture is roughly
twice its height. ■
For areas intended to be used at night, ensure that lighting
supports visibility. Where lighting is placed at a lower height to
support visibility for pedestrians, ensure that it is vandal -
resistant. e
Ensure inset or modulated spaces on a building facade,
access/egress routes, and signage is well lit. e
In areas used by pedestrians, ensure that lighting shines on
pedestrian pathways and possible entrapment spaces. e
Place lighting to take into account vegetation, in its current and
mature forth, as well as any other element that may have the
potential for blocking light. e
Avoid lighting of areas not intended for nighttime use to avoid
giving a false impression of use or safety. If danger spots are
usually vacant at night, avoid lighting them and close them off
to pedestrians. e
Select and light "safe routes" so that these become the focus of
legitimate pedestrian activity after dark. ■
Avoid climbing opportunities by locating light standards and
electrical equipment away from walls or low buildings. e
62/ Use photoelectric rather than time switches for exterior
lighting. e
In projects that will be used primarily by older people
(retirement homes, congregate care facilities, senior and/ or
community centers, etc.) provide higher levels of brightness in
public/common areas. e
Other strategy used:
U
1.8 Mix of Uses
In mixed use buildings increase opportunities for natural
surveillance, while protecting privacy.
Evaluation for
Agency Use Only
_Conforms
Revise
__NA
Comments:
Bulletin #022 — January 1, 2011 Page 5 of 9 k:\Handouts\CPTED Checklist
C
Section and ✓ Functional Area Evaluation for
Performance Performance Standard Agency Use Only
Standard
Strategy
■ Applicable during Site Plan Review
6 Applicable during Building Permit Review
Where allowed by city code, locate shops and businesses on
lower floors and residences on upper floors. In this way,
❑ residents can observe the businesses after hours while the
residences can be observed by the businesses during business
hours. ■
❑ Include food kiosks, restaurants, etc. within parks and parking
structures. ■
Other strategy: used
1.9 Security Bars, Shutters, and Doors Conforms
When used and permitted by building and fire codes, security —Revise
bars, shutters, and doors should allow observation of the street _NA
and be consistent with the architectural style of the building. Comments:
Security bars and security doors should be visually permeable
(see -through). e
Other strategy used:
El
Section and ✓ Functional Area Evaluation for
Performance Performance Standard Agency Use Only
Standard
Strategy
i Applicable during Site Plan Review
e Applicable during Building Permit Review
Section 2.0 Access Control
2.1 Building Identification —Conforms
Ensure buildings are clearly identified by street number to —Revise
prevent unintended access and to assist persons trying to find _NA
the building. Identification signs must conform to FWRC Comments:
19.140.060. Exempt Signs.
Street numbers should be plainly visible and legible from the
street or road fronting the property. e
Bulletin #022 —January 1, 2011
Page 6 of 9
k:\Handouts\CPTED Checklist
Section and ✓ Functional Area
Performance Performance Standard
Standard
Strategy
! Applicable during Site Plan Review
e Applicable during Building Permit Review
In residential uses, each individual unit should be clearly
numbered. In multiple building complexes, each building entry
❑ should clearly state the unit numbers accessed from than entry.
In addition, unit numbers should be provided on each level or
floor. e
❑ Street numbers should be made of durable materials, preferably
reflective or luminous, and unobstructed (e.g. by foliage). e
2/ For larger projects, provide location maps (fixed plaque
format) and directional signage at public entry points and along
internal public routes of travel. e
Evaluation for
Agency Use Only
Other strategy used:
El
2.2 Entrances _Conforms
Avoid confusion in locating building entrances. —Revise
_NA
Comments:
Entrances should be easily recognizable through design
features and directional signage. (Signs must conform to
FWRC 19.140.060. Exempt Signs. ■
Minimize the number of entry points. ■
Other strategy used:.
2.3 Landscaping
,Conforms
Use vegetation as barriers to deter unauthorized access.
_Revise
_NA
Comments:
❑ Consider using thorny plants as an effective barrier. e
Other strategy used:
El
2.4 Landscaping Location
—Conforms
Avoid placement of vegetation that would enable access to a
—Revise
building or to neighboring buildings.
_NA
Comments:
Bulletin #022 — January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist
Section and ✓ Functional Area Evaluation for
Performance Performance Standard Agency Use Only
Standard
Strategy
M Applicable during Site Plan Review
e Applicable during Building Permit Review
/Avoid placement of large trees, garages, utility structures,
Gd fences, and gutters next to second story windows or balconies
that could provide a means of access. A
Other strategy used:
2.5 Security Conforms
Reduce opportunities for unauthorized access _Revise
_NA
Comments:
Consider the use of security hardware and/or human measures
❑ to reduce opportunities for unauthorized access. (Applicable
during Certi care of Occupancy fns ecribn).
Other strategy used:
2.6 Signage —Conforms
Insure that signage is clearly visible, easy to read and simple to --Revise
understand [Signs must conform to FWRC 19.140.060. Exempt _NA
Signs]. Comments:
R/Use strong colors, standard symbols, and simple graphics for
informational signs. e
Upon entering the parking area, provide both pedestrians and
For Surface
❑ drivers with a clear understanding of the direction to stairs,
Parking and
elevators, and exits. e
Parking
Structures
In multi -level parking areas, use creative signage to distinguish
El
between floors to enable users to easily locate their cars. e
❑ Advise users of security measures that are in place and where
to find them, i.e. security phone or intercom system. e
❑ Provide signage in the parking area advising users to lock their
cars. e
Bulletin #022 —January 1, 2011 Page 8 of 9 k:\Handouts\CPTED Checklist
Section and ✓
Functional Area
Evaluation for
Performance
Performance Standard
Agency Use Only
Standard
Strategy
■ Applicable during Site Plan Review
e Applicable during Building Permit Review
Where exits are closed after hours, ensure this information is
indicated at the parking area entrance. e
Other strategy used:
Section 3.0
Ownership
3.1
Maintenance
—Conforms
Create a "cared for" image
—Revise
_NA
Comments:
Ensure that landscaping is well maintained, as per FWRC
19.125.090, in order to give an impression of ownership, care,
and security. (Ongoing).
Where possible, design multi -unit residential uses such that no
❑
more than six to eight units share a common building entrance.
■
Other strategy used:
3.2
Materials
,Conforms
Use materials, which reduce the opportunity for vandalism.
—Revise
_NA
Comments:
Consider using strong, wear resistant laminate, impervious
glazed ceramics, treated masonry products, stainless steel
materials, anti -graffiti paints, and clear over sprays to reduce
opportunities for vandalism. Avoid flat or porous finishes in
areas where graffiti is likely to be a problem. e
❑
Where large walls are unavoidable, refer to FWRC
19.125.040(21) regarding the use of vegetative screens. e
f
Common area and/or street furniture shall be made of long
63
wearing vandal resistant materials and secured by sturdy
anchor points, or removed after hours. e
Other strategy used:
Bulletin #022 —January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist
WQX Fidelity
National Title
Insurance Company
.l
�fED
MAR 10 2016
CITY OF FEDERAL WAY
CDS
COMMERCIAL SERVICES
600 University St., Suite 2424
Seattle, WA 98101
Phone: 206-262-6291
Email: marc.wiseafnf.com
2nCO
dMMITME1rIri` 10R TITLE I 'SURANCE
Issued by
Fidelity National Title of Washington, Inc.,
as agent for Fidelity National Title Insurance Company
Fidelity National Title of Washington, Inc., as agent for Fidelity National Title Insurance Company, a California corporation
("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in
Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land
described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements;
all subject to the provisions of Schedules A and B and to the Conditions of this Commitment.
This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies
committed for have been inserted in Schedule A by the Company.
All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the
policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is
not the fault of the Company.
The Company will provide a sample of the policy form upon request.
IN WITNESS WHEREOF, Fidelity National Title Insurance Company, through its agent, Fidelity National Title of
Washington, Inc., has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in
Schedule A.
Countersigned by:
.hlar ise, Commercial Title Officer
YV r�
erry Wise, Chi f Commercial Title Officer
Authorized Signature
Fidelity National Title Insurance Company
SEAL
Authorized Signature
BY
Randy QDirk. President
Attest
M,ChntCvn•eer. seuenty
27C 101 (6/06) ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMe
RICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. ASSOCIATION
Fidelity National Title of Washington, Inc.
SCHEDULE A
Name and Address of Title Insurance Company: Fidelity National Title of Washington, Inc.
600 University St., Suite 2424
Seattle, WA 98101
Title Officer: Marc Wise
1. Effective Date: May 25, 2015 at 8:00 A.M.
2. Policy or Policies to be issued:
ALTA 2006 Extended Owner's Policy - Short Term Rate
Amount:
$14,300,000.00
Premium:
$10,336.00
Tax:
$ 992.26
Total:
$11,328.26
Proposed Insured: NWCC Center Plaza LLC
Extended Coverage Surcharge:
Premium: $4,430,00
Tax: $425.28
Total: $4,855.28
Escrow No.: 20371287-410-KA6
ALTA 2006 Extended Loan Policy - Simultaneous Issue
Amount: $ 10,725,000.00
Premium: $750.00
Tax: $72.00
Total: $822.00
Proposed Insured: Starwood Mortgage Capital LLC, and its successors and assigns
3. The estate or interest in the land described or referred to in this Commitment is:
r:11ly1ml
4. Title to the estate or interest in the land is at the Effective Date vested in:
Cratsenberg Properties, LLC, a Washington limited liability company
5. The land referred to in this Commitment is described as follows:
See Exhibit A attached hereto and made a part hereof.
27C101A (6/06) 1 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
AM ERICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land
LAND TITLE
Title Association.
ASIMIN°D"
File No.: 20371287-410-KA6
EXHIBIT A
LEGAL DESCRIPTION
PARCEL A:
PARCEL B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 06-106111-SU AS
RECORDED UNDER RECORDING NO.20061229900009, RECORDS OF KING COUNTY AUDITOR;
TOGETHER WITH AN UNDIVIDED INTEREST IN TRACT "X" OF KING COUNTY SHORT PLAT NUMBER
1077139, RECORDED UNDER RECORDING NO.7806301002, IN KING COUNTY, WASHINGTON;
PARCEL B:
LOTS 1, 2 AND 3, TOGETHER WITH AN UNDIVIDED INTEREST IN TRACT "X", OF KING COUNTY SHORT
PLAT NO. 1077139, AS RECORDED UNDER RECORDING NO. 7806301002, RECORDS OF KING COUNTY
AUDITOR;
EXCEPT THAT PORTION OF SAID LOT 3 CONVEYED TO THE CITY OF FEDERAL WAY BY DEED
RECORDED MARCH 2, 2006 UNDER RECORDING NO.20060302001898;
ALSO EXCEPT THAT PORTION OF TRACT "X" CONVEYED TO THE CITY OF FEDERAL WAY BY DEEDS
RECORDED MARCH 2, 2006 AND APRIL 10, 2006 UNDER RECORDING NOS. 20060302001899 AND
20060410002354;
SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON.
27C101A (6/06) 2 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMIRI~
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. ASSOCIATION
al
File No.: 20371287-410-KA6
SCHEDULE B - SECTION I
REQUIREMENTS
INSTRUMENTS NECESSARY TO CREATE THE ESTATE OR INTEREST MUST BE PROPERLY
EXECUTED, DELIVERED AND DULY FILED FOR THE RECORD.
PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL
CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED.
SCHEDULE B OF THIS POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE
FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE
COMPANY.
GENERAL EXCEPTIONS
A. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION, OR CLAIMING POSSESSION, NOT SHOWN BY THE
PUBLIC RECORDS.
B. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE
AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND
SURVEY OF THE LAND.
C. EASEMENTS, PRESCRIPTIVE RIGHTS, RIGHTS -OF -WAY, LIENS OR ENCUMBRANCES, OR CLAIMS
THEREOF, NOT SHOWN BY THE PUBLIC RECORDS.
D. ANY LIEN, OR RIGHT TO A LIEN, FOR CONTRIBUTIONS TO EMPLOYEE BENEFIT FUNDS, OR FOR
THE 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.
E. TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT YET PAYABLE OR WHICH ARE SHOWN AS
EXISTING LIENS BY THE PUBLIC RECORDS.
F. ANY LIEN FOR SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, TAP, CAPACITY, OR
CONSTRUCTION OR SIMILAR CHARGES FOR SEWER, WATER, ELECTRICITY, NATURAL GAS OR
OTHER UTILITIES, OR FOR GARBAGE COLLECTION AND DISPOSAL NOT SHOWN BY THE PUBLIC
RECORDS.
G. UNPATENTED MINING CLAIMS, AND ALL RIGHTS RELATING THERETO.
H. RESERVATIONS AND EXCEPTIONS IN UNITED STATES PATENTS OR IN ACTS AUTHORIZING THE
ISSUANCE THEREOF.
I. INDIAN TRIBAL CODES OR REGULATION, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING
EASEMENT OR EQUITABLE SERVITUDES.
J. WATER RIGHTS, CLAIMS OR TITLE TO WATER.
K. DEFECTS, LIENS, 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 OF RECORD FOR
VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT.
END OF SCHEDULE B - SECTION I
27C101BI (6/06) 3 ALTA Cormnitment —2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMC
RICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. ASOCAT1ON
File No.: 20371287-410-KA6
SCHEDULE B - SECTION II
EXCEPTIONS
SCHEDULE B OF THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE
FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY:
1. REAL ESTATE EXCISE TAX PURSUANT TO THE AUTHORITY OF RCW CHAPTER 82.45 AND
SUBSEQUENT AMENDMENTS THERETO.
AS OF THE DATE HEREIN, THE TAX RATE FOR SAID PROPERTY IS 1.78% .
FOR ALL TRANSACTIONS RECORDED ON OR AFTER JULY 1, 2005:
■ A FEE OF $10.00 WILL BE CHARGED ON ALL EXEMPT TRANSACTIONS;
■ A FEE OF $5.00 WILL BE CHARGED ON ALL TAXABLE TRANSACTIONS IN ADDITION TO THE
EXCISE TAX DUE;
2. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST,
PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY:
(1 ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1)
TAX ACCOUNT NO.: 092104 9297
YEAR BILLED PAID BALANCE
2015 $139,463.06 $69,731.53 $69,731.53
TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $69,731.53.
LEVY CODE: 1202
ASSESSED VALUE LAND: $4,684,600.00
ASSESSED VALUE IMPROVEMENTS: $4,547,400.00
(AFFECTS PARCEL A)
3.. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST,
PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY:
(1 ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1)
TAX ACCOUNT NO.: 092104 9270
YEAR BILLED PAID BALANCE
2015 $21,541.63 $21,541.63 $0.00
TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00.
LEVY CODE: 1202
ASSESSED VALUE LAND: $991,400.00
ASSESSED VALUE IMPROVEMENTS: $435,600.00
(AFFECTS LOT 1 OF PARCEL B)
27C101BII (6/06) 4 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AME
RICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. ASSOCIATION
.-)
File No.; 20371287-410-KA6
SCHEDULE B — Section II
(Continued)
4. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST,
PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY:
(1 ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1)
TAX ACCOUNT NO.: 092104 9296
YEAR BILLED PAID BALANCE
2015 $7,335.04 $7,335.04 $0.00
TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00.
LEVY CODE: 1202
ASSESSED VALUE LAND: $415,600.00
ASSESSED VALUE IMPROVEMENTS: $63,200.00
(AFFECTS LOT 2 OF PARCEL B)
5. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST,
PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY:
(1 ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1)
TAX ACCOUNT NO.: 092104 9271
YEAR BILLED PAID BALANCE
2015 $10,116.35 $5,058.18 $5,058.17
TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $5,058.17.
LEVY CODE: 1202
ASSESSED VALUE LAND: $511,600.00
ASSESSED VALUE IMPROVEMENTS: $154,200.00
(AFFECTS LOT 3 OF PARCEL B)
6. LIABILITY FOR SEWER TREATMENT CAPACITY CHARGES THAT MAY BE ASSESSED BUT NOT
DISCLOSED IN THE PUBLIC RECORDS. PLEASE CONTACT THE KING COUNTY CAPACITY CHARGE
DEPARTMENT FOR FURTHER INFORMATION AT 206-296-1450 OR FAX NO.206-263-6073 OR EMAIL
CAPCHARGEESCROW@KINGCOUNTY.GOV .
7.. NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION
WITH DEVELOPMENT OR RE -DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED
INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE
MADE TO THE CITY/COUNTY/AGENCY.
CITY/COUNTY/AGENCY: KING COUNTY WATER DISTRICT NO. 124
RECORDED: DUNE 01, 1981
RECORDING NO.: 8106010916
27C101BII (6/06) _ 5 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
AMERICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. ASSOCIATION
File No.: 20371287-410-KA6
SCHEDULE B — Section II
(Continued)
8.. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: FEBRUARY 17, 1959
RECORDING NO.: 4998538
REGARDING: MAINTENANCE OF ROAD APPROACH
9.. INTENTIONALLY DELETED.
10. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: KING COUNTY WATER DISTRICT NO. 124
PURPOSE: WATER PIPELINE
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: JUNE 03, 1976
RECORDING NO.: 7606030445
NOTE: SAID EASEMENT ALSO APPEARS OF RECORD UNDER RECORDING NO. 7809110621
11. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
PURPOSE: RECIPROCAL NON-EXCLUSIVE EASEMENT AGREEMENT FOR ACCESS,
INGRESS AND EGRESS
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDING NO. 7709220881
12. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR
RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION,
FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR
SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE
EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW,
RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT
RECORDED UNDER RECORDING NO. 7806301002.
THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY
EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO
BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND.
13. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE:
PUGET SOUND POWER & LIGHT COMPANY
PURPOSE:
ELECTRIC LINE
AREA AFFECTED:
A PORTION OF SAID PREMISES
RECORDED:
JANUARY 16, 1979
RECORDING NO.:
7901160705
27C101BII(6/06) 6 ALTA Commitment —2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
AME RICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land
LAND TITLE
Title Association.
File No.: 20371287-410-KA6
SCHEDULE B — Section II
(Continued)
14. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: KING COUNTY WATER DISTRICT NO. 124
PURPOSE: WATER PIPELINE
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: JANUARY 18, 1979
RECORDING NO.: 7901180951
15. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: FEBRUARY 14, 1979
RECORDING NO.: 7902141358
REGARDING: WATER SUPPLY AGREEMENT
16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PUGET SOUND POWER & LIGHT COMPANY
PURPOSE: ELECTRIC LINE
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: FEBRUARY 25, 1980
RECORDING NO.: 8002250572
17. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY
PURPOSE: UNDERGROUND COMMUNICATION LINES
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: NOVEMBER 09, 1982
RECORDING NO.: 8211090631
18. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY
PURPOSE: UNDERGROUND COMMUNICATION LINES
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: NOVEMBER 09, 1982
RECORDING NO.: 8211090632
19. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR
RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION,
FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR
SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE
EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW,
RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT
RECORDED UNDER RECORDING NO. 8403140752.
THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY
EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO
BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND.
27C 101 BII (6/06) 7 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMErr
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. ASSOCATION
File No.: 20371287-410-KA6
SCHEDULE B — Section II
(Continued)
20. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE:
PUGET SOUND POWER & LIGHT COMPANY
PURPOSE:
ELECTRIC LINE
AREA AFFECTED:
A PORTION OF SAID PREMISES
RECORDED:
JUKE 26, 1989
RECORDING NO.:
8906260463
21. TERMS AND CONDITIONS OF REAL PROPERTY LICENSE IMPOSED BY INSTRUMENT RECORDED ON
FEBRUARY 24, 1995, UNDER RECORDING NO. 9502240765.
22. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: LAKEHAVEN UTILITY DISTRICT
PURPOSE: WATER FACILITIES
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: MAY 15, 1995
RECORDING NO.: 9505151161
23. INTENTIONALLY DELETED.
24. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: THE CITY OF FEDERAL WAY
PURPOSE: PERMANENT BEAUTIFICATION EASEMENT
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: MAY 25, 2000
RECORDING NO.: 20000525001732
25. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE:
THE CITY OF FEDERAL WAY
PURPOSE:
BEAUTIFICATION EASEMENT FOR DECORATIVE SIDEWALKS,
LANDSCAPING, STREET TREES AND LIGHTING
AREA AFFECTED:
A PORTION OF SAID PREMISES
RECORDED:
SEPTEMBER 18, 2000 AND OCTOBER 06, 2000
RECORDING NOS.:
20000918000032 & 20001006000672
27C101BI1(6/06) 8 ALTA Commitment —2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA �
AME0.ICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. ASSOCIATION
File No.: 20371287-410-KA6
SCHEDULE B — Section II
(Continued)
26. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PUGET SOUND ENERGY, INC.
PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: OCTOBER 12, 2000
RECORDING NO.: 20001012001360
27. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PUGET SOUND ENERGY, INC.
PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: DECEMBER 19, 2000
RECORDING NO.: 20001219000454
28. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
PURPOSE: SHOPPING CENTER SIGN AND LANDSCAPE EASEMENT
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDING NO. 20020530002228
29. INTENTIONALLY DELETED.
30.. INTENTIONALLY DELETED.
31. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: THE CITY OF FEDERAL WAY
PURPOSE: PERMANENT EASEMENT FOR SUBTERRANEAN WALL ANCHOR
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: APRIL 10, 2006
RECORDING NO.: 20060410002356
27CIOIBII (6/06) 9 _ ALTA Commitment —2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
AME-
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land
LAND TITLE
Title Association.
File No.: 20371287-410-KA6
SCHEDULE B — Section II
(Continued)
32. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR
RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION,
FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR
SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE
EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW,
RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY
LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20061229900009.
THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY
EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO
BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND.
33. DECLARATION OF RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON NOVEMBER 03, 2011,
UNDER RECORDING NO. 20101103002351.
34. DEED OF TRUST, SECURITY AGREEMENT AND ASSIGNMENT OF RENTS AND LEASES (INCLUDING
FIXTURE FILING UNDER UNIFORM COMMERCIAL CODE) AND THE TERMS AND CONDITIONS
THEREOF:
GRANTOR: CRATSENBERG PROPERTIES, LLC, A WASHINGTON LIMITED LIABILITY
COMPANY
TRUSTEE: U.S. BANK TRUST COMPANY, N.A.
BENEFICIARY: U.S. BANK N.A.
ORIGINAL AMOUNT: $1,999,999.00
DATED: JANUARY 12, 2010
RECORDED: JANUARY 13, 2010
RECORDING NO.: 20100113000993
35. DEED OF TRUST, SECURITY AGREEMENT AND ASSIGNMENT OF RENTS AND LEASES (INCLUDING
FIXTURE FILING UNDER UNIFORM COMMERCIAL CODE) AND THE TERMS AND CONDITIONS
THEREOF:
GRANTOR:
CRATSENBERG PROPERTIES, LLC, A WASHINGTON LIMITED LIABILITY
COMPANY
TRUSTEE:
U.S. BANK TRUST COMPANY, N.A.
BENEFICIARY:
U.S. BANK N.A.
ORIGINAL AMOUNT:
$562,500.00
DATED:
OCTOBER 28, 2010
RECORDED:
NOVEMBER 02, 2010
RECORDING NO.:
20101102001776
27C 101 BII (6/06) 10 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA i
AMCRICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. A5SOCATION
File No.: 20371287-410-KA6
SCHEDULE B — Section II
(Continued)
36. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:
CRATSENBERG PROPERTIES, LLC, A WASHINGTON LIMITED LIABILITY
COMPANY
TRUSTEE:
U.S. BANK TRUST COMPANY, N.A.
BENEFICIARY:
U.S. BANK, N.A.
ORIGINAL AMOUNT:
$562,500.00
DATED:
OCTOBER 28, 2010
RECORDED:
NOVEMBER 03, 2010
RECORDING NO.:
20101103002353
(AFFECTS LOT 3)
37. DEED OF TRUST, SECURITY AGREEMENT AND ASSIGNMENT OF RENTS AND LEASES (INCLUDING
FIXTURE FILING UNDER UNIFORM COMMERCIAL CODE) AND THE TERMS AND CONDITIONS
THEREOF:
GRANTOR:
CRATSENBERG PROPERTIES, LLC, A WASHINGTON LIMITED LIABILITY
COMPANY
TRUSTEE:
U.S. BANK TRUST COMPANY, N.A.
BENEFICIARY:
U.S. BANK, N.A.
ORIGINAL AMOUNT:
$1,999,999.00
DATED:
JANUARY 12, 2010
RECORDED:
DECEMBER 13, 2010
RECORDING NO.:
20101213001894
(AFFECTS LOT 3)
38. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY
INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND; AND RIGHTS OF TENANTS TO
REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM.
39. ANY RIGHT, INTEREST OR CLAIM THAT MAY EXIST, ARISE OR BE ASSERTED AGAINST THE TITLE
UNDER OR PURSUANT TO THE PERISHABLE AGRICULTURAL COMMODITIES ACT OF 1930, AS
AMENDED, 7 USC 499A ET SEQ., THE PACKERS AND STOCKYARD ACT OF 1921, AS AMENDED, 7 USC
181 ET SEQ., OR ANY SIMILAR STATE LAWS.
40. MATTERS RELATING TO THE QUESTIONS OF RIGHTS OF PARTIES IN POSSESSION, AND
UNRECORDED LIEN RIGHTS FOR LABOR AND MATERIAL, IF ANY, THE DISPOSITION OF WHICH
WILL BE FURNISHED BY SUPPLEMENTAL REPORT.
27CIOIBH (6/06) _ 11 ALTA Commitment —2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AME
RICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. ASSOC-I°"
N
File No.: 20371287-410-KA6
SCHEDULE B — Section II
(Continued)
41,. ANY RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE
FOLLOWING MATTERS DISCLOSED BY A SURVEY PREPARED BY ESM CONSULTING ENGINEERS,
DATED JUNE 14, 2015, LAST REVISED , DESIGNATED JOB NO. 956-012-015;
A) CONCRETE STAIRS AND WALKWAY ALONG NORTH PROPERTY LINE ENCROACH INTO
NORTHERLY ADJOINER.
B) GRAVEL AREA ENCROACHES ACROSS NORTHEAST CORNER OF PROPERTY INTO NORTHERLY
PROPERTY ADJOINER.
C) CONCRETE CURB FOR PARKING AREA ENCROACHES AS MUCH AS 4.9 FEET INTO PUBLIC
RIGHT-OF-WAY FOR 21ST AVENUE S ALONG EAST PROPERTY LINE OF PROPERTY.
D) ROCKERY ENCROACHES AS MUCH AS 2.7 FEET WEST OF WEST PROPERTY LINE IN MULTIPLE
LOCATIONS ALONG WEST LINE OF SOUTHWESTERLY PORTION OF THE PROPERTY INTO
WESTERLY ADJOE\ER.
E) WEST FACE OF CONCRETE WALL IN SOUTHEAST CORNER OF PROPERTY ENCROACHES 0.3
FEET EAST OF EAST PROPERTY LINE INTO PUBLIC RIGHT-OF-WAY 21 ST AVENUE S.
F) CONCRETE RETAINING WALL LOCATED IN THE SOUTHWESTERLY CORNER OF THE PROPERTY,
IF APPURTENANT TO SUBJECT PROPERTY, ENCROACHES WEST OF WEST PROPERTY LINE IN
MULTIPLE LOCATIONS INTO WESTERLY PROPERTY ADJOINERS.
END OF SCHEDULE B — SECTION II
27C101BU (6/06) 12 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AME
RICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association. Angemyou
File No.: 20371287-410-KA6
NOTES
NOTE 1: WE ARE INFORMED THAT CRATSENBERG PROPERTIES, LLC, IS A LIMITED LIABILITY
COMPANY (LLC). A COPY OF THE DUPLICATE ORIGINAL OF THE FILED LLC CERTIFICATE OF
FORMATION, THE LLC AGREEMENT, AND ALL SUBSEQUENT MODIFICATIONS OR
AMENDMENTS MUST BE SUBMITTED TO THE COMPANY FOR REVIEW.
NOTE 2: ANY CONVEYANCE OR MORTGAGE BY CRATSENBERG PROPERTIES, LLC, A LIMITED
LIABILITY COMPANY (LLC), MUST BE EXECUTED BY ALL THE MEMBERS, OR EVIDENCE
SUBMITTED THAT CERTAIN DESIGNATED MEMBERS OR MANAGERS HAVE BEEN
AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY.
NOTE 3: ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, THE PROPOSED INSURED IS NWCC
CENTER PLAZA LLC. WE FIND NO PERTINENT MATTERS OF RECORD AGAINST THE NAME(S)
OF SAID PARTY(IES).
NOTE 4: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT
IT APPEARS THAT THERE IS LOCATED ON THE LAND:
COMMERCIAL/INDUSTRIAL STRUCTURE(S)
KNOWN AS:
2006-2032 S 320TH ST
FEDERAL WAY, WA 98003
NOTE 5.: IF YOU WOULD LIKE THE COMPANY TO ACT AS TRUSTEE IN THE PROPOSED DEED OF TRUST,
PLEASE NOTE THAT 11 FIDELITY NATIONAL TITLE OF WASHINGTON, INC." MAY ACT AS
TRUSTEE OF A DEED OF TRUST UNDER RCW 61.24.010(1).
NOTE 6: THE COMPANY REQUIRES THE PROPOSED INSURED TO VERIFY THAT THE LAND COVERED BY
THIS COMMITMENT IS THE LAND INTENDED TO BE CONVEYED IN THIS TRANSACTION. THE
DESCRIPTION OF THE LAND MAY BE INCORRECT, IF THE APPLICATION FOR TITLE INSURANCE
CONTAINED INCOMPLETE OR INACCURATE INFORMATION. NOTIFY THE COMPANY WELL
BEFORE CLOSING IF CHANGES ARE NECESSARY. CLOSING INSTRUCTIONS MUST INDICATE
THAT THE LEGAL DESCRIPTION HAS BEEN REVIEWED AND APPROVED BY ALL PARTIES.
NOTE 7: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE
DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL
DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE
BODY OF THE DOCUMENT.
PARCEL B CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 06-10611 I-SU REC
NO. 20061229900009 TGW LOTS 1, 2 & 3 AND UNDIV TNT IN TRACT "X" KING COUNTY SHORT
PLAT NO. 1077139 REC NO. 7806301002
NOTE 8: IN THE EVENT THAT THE COMMITMENT JACKET IS NOT ATTACHED HERETO, ALL OF THE
TERMS, CONDITIONS AND PROVISIONS CONTAINED IN SAID JACKET ARE INCORPORATED
HEREIN. THE COMMITMENT JACKET IS AVAILABLE FOR INSPECTION AT ANY COMPANY
OFFICE.
27C 101 Notes (6/06) 13 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AM[
RICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE
Title Association.. ASSOCATION
File No.: 20371287-410-KA6
NOTES
(Continued)
NOTE 9: THE POLICY(S) OF INSURANCE MAY CONTAIN A CLAUSE PERMITTING ARBITRATION OF
CLAIMS AT THE REQUEST OF EITHER THE INSURED OR THE COMPANY. UPON REQUEST, THE
COMPANY WILL PROVIDE A COPY OF THIS CLAUSE AND THE ACCOMPANYING ARBITRATION
RULES PRIOR TO THE CLOSING OF THE TRANSACTION.
NOTE 10: PRIOR TO CLOSING PLEASE CONTACT YOUR TITLE OFFICER FOR CURRENT COURIER AND/OR
ACCOMMODATION FEES WHICH MAY BE CHARGED FOR RECORDING RUNS.
END OF NOTES
27C101 Notes (6/06) 14 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
AMC-
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land
LAND TITLE
Title Association.
"4tOC1'R1°"
CONDITIONS
1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument.
2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other
matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in
Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be
relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is
prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the
Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse
claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such
amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these
Conditions.
3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties
included under the definition of Insured in the form of policy or policies committed for and only for actual loss
incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to
eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon
covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy
or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions
from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby
incorporated by reference and are made a part of this Commitment except as expressly modified herein.
4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report
of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring
against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon
covered by this Commitment must be based on and are subject to the provisions of this Commitment.
5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is
$2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of
the parties. You may review a copy of the arbitration rules at <http://www.alta.org/>.
27C 101 (6/06) 15 ALTA Commitment — 2006
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA
AMAM E RICAN
members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land
LAND TITLE
Title Association.
AVf4X M-"
N
FIDELITY NATIONAL FINANCIAL
PRIVACY NOTICE
Fidelity National Financial, Inc. and its majority -owned
subsidiary companies providing real estate- and loan -related
services (collectively, "FNF", 'bur" or "we") respect and are
committed to protecting your privacy. This Privacy Notice lets
you know how and for what purposes your Personal Information
(as defined herein) is being collected, processed and used by
FNF. We pledge that we will take reasonable steps to ensure
that your Personal Information will only be used in ways that are
in compliance with this Privacy Notice. The provision of this
Privacy Notice to you does not create any express or implied
relationship, or create any express or implied duty or other
obligation, between Fidelity National Financial, Inc. and you.
See also No Representations or Warranties below.
This Privacy Notice is only in effect for any generic information
and Personal Information collected and/or owned by FNF,
including collection through any FNF website and any online
features, services and/or programs offered by FNF (collectively,
the "Website"). This Privacy Notice is not applicable to any other
web pages, mobile applications, social media sites, email lists,
generic information or Personal Information collected and/or
owned by any entity other than FNF.
Now Information is Collected
The types of personal information FNF collects may include,
among other things (collectively, "Personal Information"): (1)
contact information (e.g., name, address, phone number, email
address); (2) demographic information (e.g., date of birth,
gender marital status); (3) Internet protocol (or IP) address or
device ID/UDID; (4) social security number (SSN), student ID
(SIN), driver's license, passport, and other government ID
numbers; (5) financial account information; and (6) information
related to offenses or criminal convictions.
In the course of our business, we may collect Personal
Information about you from the following sources:
• Applications or other forms we receive from you or your
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age of thirteen (13). You affirm that you are either more than 18
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To obtain this information on behalf of FNF, please send an
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requests and other similar mechanisms. Currently, our policy is
that we do not recognize "do not track" requests from Internet
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FNF Compliance with California Online_ Privacy Protection
Act
For some websites which FNF or one of its companies owns,
such as the Customer CareNet ("CCN"), FNF is acting as a third
party service provider to a mortgage loan servicer. In those
instances, we may collect certain information on behalf of that
mortgage loan servicer for fulfilling a service to that mortgage
loan servicer. For example, you may access CCN to complete a
transaction with your mortgage loan servicer. During this
transaction, the information which we may collect on behalf of
the mortgage loan servicer is as follows:
■ First and Last Name
■ Property Address
■ User Name
• Password
■ Loan Number
■ Social Security Number - masked upon entry
Email Address
Three Security Questions and Answers
IP Address
The information you submit is then transferred to your mortgage
loan servicer by way of CCN.
The mortgage loan servicer is responsible for taking
action or making changes to any consumer information
submitted through this website. For example, if you
believe that your payment or user information is
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CCN does not share consumer information with third parties,
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contracted to interface with the CCN application.
All sections of the FNF Privacy Notice apply to your interaction
with CCN, except for the sections titled Choices with Your
Personal Information and Access and Correction. If you have
questions regarding the choices you have with regard to your
personal information or how to access or correct your personal
information, you should contact your mortgage loan servicer.
No Re resentations or Warranties
By providing this Privacy Notice, Fidelity National Financial, Inc.
does not make any representations or warranties whatsoever
concerning any products or services provided to you by its
majority -owned subsidiaries. In addition, you also expressly
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services provided to you by Fidelity National Financial, Inc.
and/or the Website are provided "as is" and "as available" for
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your exclusive remedy with respect to the use of any product or
service provided by Fidelity National Financial, Inc. including on
or accessed through the Website, will be the re -performance of
such service found to be inadequate.
Your Consent To This Privacy Notice
By submitting Personal Information to FNF, you consent to the
collection and use of information by us as specified above or as
we otherwise see fit, in compliance with this Privacy Notice,
unless you inform us otherwise by means of the procedure
identified below. If we decide to change this Privacy Notice, we
will make an effort to post those changes on the Website. Each
time we collect information from you following any amendment
of this Privacy Notice will signify your assent to and acceptance
of its revised terms for all previously collected information and
information collected from you in the future. We may use
comments, information or feedback that you may submit in any
manner that we may choose without notice or compensation to
you.
If you have additional questions or comments, please let us
know by sending your comments or requests to:
Fidelity National Financial, Inc.
601 Riverside Avenue
Jacksonville, Florida 32204
Attn: Chief Privacy Officer
(888)934-3354
privacy@fnf.com
Copyright @ 2015. Fidelity National Financial, Inc. All Rights
Reserved.
EFFECTIVE AS OF: MAY 1, 2015
Privacy Notice
Effective: May 1, 2015
MAR 10 2016
a
MavenCITY OF FEDERAL WAY
bklTV piSOI ' CDS
IINATER � TI.
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): 0921049271 Site Address: 2104 S 320th St Lakehaven Grid: KK=08
Ex. Bldg. Area to Remain: UNKNOWN sf New Bldg. Area Proposed: 3.000 sf
Applicant's Name: NWCC Center Plaza LLC
WATER SYSTEM INPORMATIQN
1. ® Water service can be provided by service connection to an existing 12" diameter water main that is approximately 5+ - feet
from the site.
2. ❑ Water service for the site will require an improvement to Lakehaven's water distribution system of:
❑ a. feet of " 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):
3. 0 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.
5. Water service is subject to:
0 a. Payment of connection charges (to be determined by Lakehaven);
❑ b. Proof or reservation of easement(s) as required by Lakehaven;
to c. Other: Water Service-Con-pection armlication required for modified or additional service,c nnection me er.
Comments/special conditions: The existing 8' 3 " i me r 5v ra 1" Irrigation. v N 25702),
will need to be evaluated by Lakehaven to determnne if they're adequate for the proposed uses.
The nearest fire hydrant is approximately 60+ - feet from the Property (as shown on map on the back of this page).
Fire Flow at no less than 20 psi available within the water distribution system is 6 300+ - 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#214) Indicate that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate
above 6 300+ - gpm. Fire flow rates greater than this may be accommodated through water distribution system improvements,
contact Lakehaven for additional information.
578 Pressure Zone Property Elevations (GIs): High 415+/-, Low 410+/- Est. Pressures (psi): Min. 68, Max. 78
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: DEVELOPMENT ENGINEERIN-G SUPERVISOR
Signature:
Date: ]��1/
NWCC Center Plaza LLC wtr 0921049271.docx (2/22/16) Page 1 of 2
NWCC Center Plaza LLC wtr 0921049271.docx (2/22/16) Page 2 of 2
MAR 10 2016
CITY OF FEDERAL WAY
CDS
" I u,ITY DISI W61
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 0 Building Permit -Other
❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan
❑ Rezone ❑ Boundary Line Adjustment
❑ Other (specify/describe)
Tax Parcel Number(s): 0921049271 Site Address: 2104 S 320th St Lakehaven Grid: K-08
Ex. Bldg. Area to Remain: UNKNOWN sf New Bldg. Area Proposed: 3,000 sf
Applicant's Name: NWCC Center Plaza LLC
SEWER SYSTEM INFORMATION
1. ® Sewer service can be provided by service connection to an existing 10" diameter sewer main that is on 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. feet of "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):
3. 0 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: 5 wer Service C ec 'an Permits re wired' one for service disconnect If existing buildinge
demolished. gn for new building connection & or insWiationf tor.
Comments/special conditions: Existirgi-building is currently connected to sewer SSCP 7
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 ENGINEERING SUPERVISOR
-;-51tA,(,
Signature: ` Date:
NWCC Center Plaza LLC swr 0921049271.docx (2/22/16) Page 1 of 2
NWCC Center Plaza LLC swr 0921049271.docx (2/22/16) Page 2 of 2
Group Northwest, IncE. MA GeotechnicEngineers, Geologists
& Environmental Scientists
C�
February 29, 2016
Mr. Mark McDonald
Center Plaza LLC
1402 E Pike Street
Seattle, WA 98122
Subject: GEOTECHNICAL EVALUATION
Proposed Building Expansion
2014 S 3201h Street
Federal Way, Washington
Dear Mr. McDonald,
CDS
G-4055
At your request GEO Group Northwest, Inc., conducted a site evaluation for the purpose of
providing geotechnical design criteria for the proposed expansion of the existing building at 2014
S 320`' Street in Federal Way, Washington, for a new restaurant. This evaluation presents the
results of our findings along with geotechnical design recommendations for the new foundations,
the new slab -on -grade floor, and for drainage.
Site Description
The site is located at the northwest corner of the intersection of S. 320' Street and 21't Ave. S., in
the Center Plaza business area. The lot is generally rectangular in shape, relatively flat, slopes up
gently to the north, and is developed with a former bank building and attached canopy for drive-
thru banking. An existing concrete pad is located under the canopy. The remainder of the site is
paved for parking and driveways with some landscape areas.
Proposed Building Addition
The existing former bank building is a one-story, wood framed structure, approximately 497 sf in
size. The proposed new restaurant building will be approximately 3,000 sf in size, based on the
preliminary site plan provided. An exterior plaza eating area will be located on the south side of
the building and a new trash/recycle enclosure on the north. Additional parking will be provided.
13240 NE 20th Street, Suite 10 Bellevue, Washington 98005
Phone 425/649-8757 Fax 425/649-8758
February 29, 2016
Geotechnical Evaluation
2104 S 320' St, Federal Wav, WA
Geology
G-4055
Page 2
According to the area geologic map' , the site soils are mapped as Glacial till (Qvt), which is
described as a very compact mixture of sand silt, clay and gravel deposited under glacial ice
during the Fraser glaciation period that ended some 12,000 years ago. Glacial till typically has a
weathered zone of loose to medium dense soil on top of dense to very dense unweathered soil
that is often weakly cemented.
Soils Investigation
The site soils were investigated with a hand auger boring, HB-1, located in the planter area,
approximately 22 feet north of the existing building, as illustrated on the attached Preliminary
Site Plan, Plate 1. The soils encountered consisted of loose sandy silt (fill) to a depth of 11
inches below the ground surface, underlain by dense to very dense Glacial till. Please refer to the
attached hand auger boring log, Plate 2. No groundwater was encountered.
GEOTECHNICAL DESIGN CRITERIA
The following geotechnical design criteria and recommendations are based on the presence of
dense glacial till soils, as encountered in the boring. The soil conditions should be confirmed by
the geotechnical engineer at the time of construction.
Foundations
The following foundation design criteria is applicable to spread footings (strip and column
footings) supported directly on the dense to very dense Glacial till soil, or on structural fill that
extends down to the dense soil:
• Allowable bearing pressure, including all dead and live loads:
Supported on the dense soil: = 2,500 psf
Waldron H. H., 1961, "Geologic Map of the Poverty Bay Quadrangle, Washington," Dept. Of The
Interior, U.S. Geologic Survey, Scale 1:24,000.
GEO Group Northwest, Inc.
February 29, 2016 G-4055
Geotechnical Evaluation Page 3
2104 S 320`' St Federal Way,WA
• Allowable Minimum depth to bottom of perimeter footing below
adjacent final exterior grade: = 18 inches
• Minimum depth to bottom of interior footings
below top of floor slab: = 12 inches
• Minimum width of strip footings: = 16 inches
• Minimum lateral dimension of column footings: = 24 inches
• Estimated post -construction settlement: = 1/4 inch
- Across building width: = 1/4 inch
A one-third increase in the above allowable bearing pressures can be used when considering
short-term transitory wind or seismic loads. Lateral loads can also be resisted by friction
between the foundation and the supporting compacted fill subgrade or by passive earth pressure
acting on the buried portions of the foundations. For the latter, the foundations must be poured
"neat" against the existing undisturbed soil or backfilled with a compacted fill meeting the
requirements of structural fill. Our recommended parameters are as follows:
- Passive Pressure (Lateral Resistance)
• 350 pcf equivalent fluid weight
- Coefficient of Friction (Friction Factor)
• 0.35
Slab -On -Grade Floor
The existing concrete pad under the canopy and the surrounding asphalt surfacing have been
subjected to traffic loads and appear to be in a good condition with no apparent signs of
settlement. As a result, the concrete pad and the base soil under the asphalt appear suitable for
supporting the new slab -on -grade floor. The new floor slab may be poured on top of the existing
concrete pad, however removal of the asphalt surfacing is recommended.
GEO Group Northwest, Inc.
February 29, 2016
Geotechnical Evaluation
2104 S 320`' St, Federal Way, WA
G-4055
Page 4
To mitigate the wicking of moisture through the floor slab we recommend the floor slab be
placed on a capillary break. The capillary break should consist of a minimum four (4) inch layer
of gravel or crushed rock containing no more than five (5) percent fines passing the No. 4 (1/4-
inch) sieve. A material such as 5/8-inch crushed rock with no minus fraction is an acceptable
material to use as the capillary break (pea -gravel is not recommended).
To reduce water vapor transmission through the slab we recommend installing a 10-mil
reinforced vapor barrier, such as Moistop° by Fortifiber Corporation, between the capillary break
and concrete floor slab. Two to four inches of sand may be placed over the membrane for
protection during construction (optional).
Drainage
The dense Glacial till site soil is relatively impermeable and water tends to perch on top of the
till. We recommend installing a footing drain around the perimeter of the structure to collect and
discharge subsurface water that may collect next to the structure. The footing drain should
consist of a 4"rigid PVC perforated pipe bedded in washed drain rock, with the drain rock
protected with a non -woven geotextile filter fabric, such as Mirafi 140N. We recommend the
surface be sloped to drain away from the building.
Roof drains and other drains should not be connected to the footing drain system. The footing
drain should be separately tightlined to an appropriate discharge point. Clean -outs are
recommended to allow for periodic maintenance of the drain systems.
Structural Fill
Fill that supports building foundations, floor slabs, patios, porches, retaining walls, driveways,
sidewalks and pavement, should be placed and compacted to structural fill specifications.
Structural fill should be free of organic and other deleterious substances and have a maximum
size of three 3-inches. Structural fill material should be placed and compacted at or near the
material's optimum moisture content as determined by as determined by ASTM Test Designation
D-1557 (Modified Proctor).. The site soil contains silt, is moisture sensitive, and may not be
GEO Group Northwest, Inc.
February 29, 2016 G-4055
Geotechnical Evaluation Page 5
2104 S 320`h St, Federal Way. WA
useable as structural fill if the material's moisture content is over optimum or if construction
takes place during wet weather. During wet weather we recommend structural fill material be a
free draining, granular material, containing no more than 5 percent fines (silt and clay -size
particles passing the No. 200 mesh sieve based on the fraction passing the 3/4 sieve).
Structural fill material should be placed and compacted in lifts that are 10-inches thick or less.
Below the slab -on -grade floor, foundation, and other structural elements, structural fill should be
compacted to a minimum of 95 percent of the material's maximum dry density, as determined by
ASTM Test Designation D-1557 (Modified Proctor). For pavement areas, structural fill should
be compacted to a minimum of 90 percent, with the exception of the top 12-inches which should
be compacted to 95 percent. Trench backfill and compaction within the public right-of-way
should meet the City's specifications.
Please contact us if you have any questions.
Sincerely,
GEO GRO ORTHWEST, INC.
Wade J. Lassey
Engineering Geologist
r
r
William Chang, P.E.
Principal
Attachments:
Ia J. Laam
Plate 1 - Site Plan
Plate 2 - Hand Auger Boring Log
GEO Group Northwest, Inc.
EXISTING
BUILDING A �E---
r
r
S 318TH PLACE
'AS TO
REMOVED
NEW TRASH/
RECYCLE
ENCLOSURE-
VQTCiiVE OF
EXIST.
BLDG.
W-C _ 74'-•
1
I
l
x ca'
e,25zo' W
FREL11"'iiNARr SITE PLAN
3-11 lo-
N.T,3. I-1l-iFa i��uuE
IzR
ZONING, CC- CITY CENTER CORE
w
LEGAL: BLA-06-106111-5U
f
PARKING PROVIDED: 2 T STALLS (ON -PARCEL)
HB-1 I�
PROJECT DATA
BUILDING BUILDING PA
LABEL
FOOTPRINT USE RE
y,-.O I r j
G 3JP00 SF RESTAURANT 1/ 1Q
Ji
f �
1
_ti
t r@Cf P
C
Q
NOTE: ALL USES ARE PROPOSED AND
(n
SUBJECT TO CI4ANGE
ti• P A �..
11 l
5
Q
LEGEND
RESERVED
PARKING ;
N
Nand Auger Boring Number
STALLS
''
HB-1 & Approximate Location
w f
f b• r� - -,.sue i
X M1H'Ql' n•��� �N 1'�n'v' .
SOUTH 320TH STREET
Mom„' L '
■j JJ ��
PLATE 1
HAND BORING NO. HB-1 I
LOGGED BY: W.IL DATE: V24/16 GROUND ELEV:
DEPTH
USCS
SOIL DESCRIPTION
COMMENTS &
(In)
OBSERVATIONS
Beauty Bark
- Probe to 11"
-----------------------------�
6
ML
Sandy SILT, brown, with roots, loose, moist, plastic at 11" (FILL)
12
-Probe < I"
ML
Sandy SILT with gravel, gray -brown, dense, moist (TILL)
-----------------------------------
- Probe 0"
ML
Sandy SILT with gravel, gray, very dense, moist, (TILL)
- Probe 0"
18
Total Depth = 16 inches (Cobble - Refusal)
No Water Seepage
24
Boring Location: 22.5' north of building in planter.
LOGGED BY:
HAND BORING NO.
DATE:
GROUND ELEV: Ft (+/-)
DEPTH
(In.)
USCS
SOIL DESCRIPTION
COMMENTS &
OBSERVATIONS
6
12
18
24
=Group Northwest, Inc.
Geote&nical Engineers, Geologists, &
Environmental scientists
HAND BORING LOG
PROPOSED BUILDING EXPANSION
2104 S. 320TH ST
FEDERAL WAY, WASHINGTON
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL
DATE:
TO:
ro-tr"
FOR DRC MTG. ON.•
FILE NUMBER(s):
RELATED FILE NOS..
PROJECT NAME:
PROJECT ADDRESS
ZONING DISTRICT. -
March 11, 2016
E.J. Walsh, Development Services Manager
Brian Asbury, Lakehaven Utility District
South King Fire & Rescue
Rick Perez, City Traffic Engineer
Becky Chapin, Associate Planner
Complete at intake, please email me any technical comments.
16-101236-00-UP
None
NWCC Center Plaza LLC - Mod Pizza
2104 S 320TH ST
CC-C
PROJECT DESCRIPTION: Proposal to expand existing Key Bank drive-thra building by 1000 square foot to
create a sit down restaurant.
LAND USE PERMITS.'
PROJECT CONTACT:
MATERIALS SUBMITTED:
Process II
Joe Donahou
DDG Architects
8383 158th Ave. NW, Suite 380
Redmond, WA 98052
• Master Land Use Application
• Community Design Guidelines Narrative
• Geotechnical Evaluation
• Water & Sewer Availability
• Title Report
• CPTED Checklist
• TIR
■ Drawings: Permit Set — Process II
S'
•
€ s •ter. J ��' "f (� �F
MASTER LAND USE APPLICATION
DEPARTMENT Or COMMUNITY DEVELOPMENT SERVICES
33325 8`h Avenue South
Federal Way, WA 98003-6325
253-835-2607:Fax 253-835-2609
www.cityoffederalway.com
APPLICATION NO(s) l - (? ` 2) `0 — 0 v — LAF Date 02/26/2016
Project Name NWCC CENTER PLAZA MOD PIZZA
Property Address/Location 2104 S. 320TH STREET, FEDERAL WAY, WA 98003
Parcel Number(s) 0921049271
Project Description PROPOSING TOEXPAND THE EXISTING BANK BUILDING 8 CANOPY TO 3 000 S .FT.
FOR A NEW RESTAURANT, SITE IMPROVEMENTS & NEW PEDESTRIAN CONNECTION
TO THE ADJACENT RETAIL BUILDING 1S PROPOSED. A PHASE 11 ADDITION IS PL NNE
TO EXPLAND THE EXISITNG STARSUCKS BUILDING TO 2.000 SQ. FT. WITH REVISED
PLEASE PRINT DRIVE-THRU & ADDITIONAL OUTDOOR PLAZA.
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Director's Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
SEPA w/Project
SEPA Only
Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
CC-C Zoning Designation
CC-C Comprehensive Plan Designation
0 Value of Existing Improvements
300,000 Value of Proposed Improvements
International Building Code (IBC):
A-2 Occupancy Type
V-B Construction Type
Applicant
Name: DDG ARCHITECTS, L.L.C.
Address:8383 158TH AVE. NE, SUITE 380
City/State: REDMOND, WA
Zip: 98052
Phone: 425-285-9992
Fax:
Email. joed@d ia
rchitects.com
Signature:
Agent (if dill, than Applicant)
Name:
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
Name: NWCC CENTER PLAZA LLC
Address:1402 E. PIKE STREET
City/state:SEATTLE, WA
Zip: 98122
Phone: 208-423-3105
Fax: Ix.X. LE 3 43 4
Email: LAS
Signature:
Bulletin #003 —January 1, 2011 Page 1 of I k:lHandouts\Master Land Use Application
1211
10
rRESEIRVED E CK- GROUND W1 WHITE
LETTERING
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Donahou Design Group
8383 158TH Ave NE
Suite 380
Redmond, Wa 98052
425.285.9992 T
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SCALE: 3/411
N
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Donahou Design Group
8383 158TH Ave NE
Suite 380
Redmond, Wa 98052
425.285-9992 T
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ALL ROUGH GRADING SHALL BE POSITIVE, DRAINING AWAY FROM ALL STRUCTURES.
ALL STONES LARGER THAN 1.5" DIAMETER SHALL BE REMOVED FROM THE GROWING MEDIUM.
TOPSOIL
SHALL
BE
PLACED AT A MINIMUM DEPTH OF "
IN ALL. LAWN
,AND
BED AREAS.
TOPSOIL
SHALL
BE
TILLED INTO THE EXISTING SUBGRADE
TO ELIMINATE
SOIL
INTERFACE PROBLEMS.
.
TOPSOILMIX OR APPROVED Q
ALL BED AREAS TO RECEIVE 2" OF FUME GROUND FUR CAR HEMLOCK BARK" COMPOSITION MULCHES ARE NOT AN ACCEPTABLE
ALTERNATIVE,
TREES AND SHRUBS ARE TO BE PLANTED AT A DEPTH 4''' HIGHER THAN THE LEVEL THAT THEY WERE GROWN IN THE NU
RSERY.
uRSERY.
BARD MULCH IS NOT TO BE PLACED ABOVE THE ROT CROWN.
ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM STANDARD ESTABLISHED BY THE A ERICAN ASSOCIATION OF NURSERYMEN.
LAWN AREAS ARE TO BE HYDROSEEDED WITH VAN DEN AKKER'S EMERALD VELVET MIX PER MANUFACTURER'S SPECIFICATIONS,O
APPROVED EQUAL. REMOVE ALL STONES LARGER THAN 1" FROM LAWN AREAS.
lop 00
ILI
THE LANDSCAPER CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE LANDSCAPE DURING INSTALLATION, UNTIL FINAL ACCEPTANCE BY THE
OWNER'S REPRESENTATIVE.
THE LANDSCAPE CONTRACTOR SHALL. WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A PERIOD CE ONE YEAR FROM THE TI
ME CAE
FINAL ACCEPTANCE.
LANDSCAPE PLANTING SCHEDULE
TREES
SYMBOL QI BOIANICAL COMMON NAM]
SIZE, CONDITION
g Cratae us phaenopyrum Washington Hawthorn 1 , $$ CAL, B&B
Chamaecyparos nootkaLensis 'Pendulol WEEPING ALASKAN CEDAR 6' MIN. HT. B&B, '' 0.C.
14 Thuuja occaden alrs S aragd EMERALD GREEN ARBORVITAE 6 MIN. HT, B&B, 0.
g Acer pal aLu 'Bloodgood' B/oodgood Maple i ` ' ' CAL. B&B
5 Magnolia grand lara 'St. Mary'. ' / St. ary' ° Ma onlia 1 3 $$ CAL. B&B
�r s
SYMBOL
QTY
BOTANICAL/ COMMON N. R
SIZE,
CONDITION
11
Pr .br i 'Snowdrift' / Snowdrift Pier l'
4"
MIN.
HT.
CON.
CAR WN.
59
s rrC ea Limemound' / Limerrraund S,piraea
21
MIN.
HT.
CON.
COR WN.
29
Prunus lusitontca / Portugal Laurel
24�" MIN.
HT.
CC N.
GR' N.
14
Rhododendron 'Unique Unique Rhododendron
24"
MIN.
HT.
CON.
GRWN.
Camellia japonica 'Nuccio's Pearl' , N. C. N.
24"
MIN.
HT.
CON.
C7R VN.
44
j'"�
d
r , ,t t C►�/ �`I f (� j f�- p s
Viburnum
CON.
GRWN.
+M
,i
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BOTANICAL/ COMMON `. ; ;
CONDITION°
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n R R• i RRR ♦♦♦ ♦#RRR R R R R.
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+�♦ 4 R 1 R R'R R R R R R R R R+# R4
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. ;;,.► ,.�. e. �. #IR. :.. AM{
,..
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� � � .� � �� "Moss
. i � � �.. Honeysuckle
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_
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,
Viburnum davidii David's
rggg:Saxifraga
w*��lM*11�11�1I1r11*IIw♦,:
r
'London Pride' London Pride Saxifrage
CON. GRWN, 24 0. C.�
Parking Lot Landscape area required 27 spaces x 20 s.. 540s.f.
Parking Lot Landscape Area Provided 1,3.2 s. .
SOUTH 320 H STREET
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APPLICANT:
NWCC
PJLA JOB NO.:
DRAWN BY:
CHECKED BY: PCDS
SHEET L 1
OF 1
n A5
PARCEL NO.
Oc32104c3211
TOTAL PARCEL AREA:
20,465 SF
PROJECT
2104 6.320TH STREET
ADDRESS
FEDERAL WAY, WA S6003
ZONING
CITY CENTER CORE. (CC-C)
WILDING AREA
31000 Sp
........ sooli ......... �jijjj,
IBUILDING, OCCUPANCY
4111101010- 0,111110111010. 1
M (MERCANTILE) - RETA L I
TOTAL PARKING REQUIRED
MERCANTILE 1/100 SP -0 3000 SF on 30 STALL$
TOTAL PARKINGPROVIDED
21 STALLS TOTAL PARKING PROVIDED ON-61TE
IBUILDING HEIGHT
ONE STORY/ 10'-0" AeOVE FINISH GRADE (MAX�
AND
Z
ANGLE
a
AT
CENTERLINE
DIAMETER OR
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PERPENDICULAR
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ABOVE FINISH FLR
AGGR
AGGREGATE
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ANODIZED
APPROX.
APPROXIMATE
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ORIGINAL CONSTRUCTION: 11565 UNIFORM 5UILDING CODE
MODIFICATIONS*- 2012 INTERNATIONAL 5UILDING CODE
TYPE OF OCCUPANCY (EXISTING): n-2 (,5USINESS)
TYPE Oi= OCCUPANCY (PROPOSED)-, tl j( TAI
TYPE Or- CONSTRUCTION TYPE - V_-N - PER le6$ U5C (ORIGINAL
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SCOPE OF FACADE REMODEL WOW DOES NOT WARRANT COMPLETE
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5UILDING COMPONENTS WILL COMPLY WITH CURRENT CODE REQUIREMENTS
(lr=. WINDOWS AND DOOR$)
TOTAL IBUILDING AREA*- 3t000 51=.
WALL PROTECTION PER CON5TRUCTION TYPE (15C-TA5LE 601):
STRUCTURAL FRAMES-. NO FIRE RATING REQUIRED
EXTERIOR 5EARING WALLS: NO FIRE RATING REQUIRED
INTERIOR 5EARING WALLS; NO FIRE RATING REQUIRED
EXTERI-OR NON 5EARING WALLS 4 PARTITIONS-. NO FIRE RATING REQUIRED
INTERIOR NO 5EARING WALLS 4 PARTITIONS-. NO FIRE RATING REQUIRED
FLOOR CONSTRUCTION.- NO FIRE RATING REQUIREED
ROOF CONSTRUCTION-. NO FIRE RATING REQUIRED
WALL 4 OPENING PROTECTION PER SEPARATION (15C-TAE3LE 602):
NORTH WALL 301.011 + NO FIRE RATING REQUIREP
SOUTH WALL 301.011 + NO FIR.E RATING REQUIRED
EAST WALL 301.011+ NO FIRE RATING REQUIRED
WEST WALL 301.011+ NO Flf;PE RATING REQUIRED
"'a
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NORTH ARROW
NEW CONTOUR
Pmm
SEATTLE, WA WIM,
TEL-* (206) 3V-2345
CONTACT-. MARK MCDONALD
IV
t�,',O"TRUGTURAL ENGINEERING0
QUANTUM CONSULTING ENGINEERS, LLC
1511 THIRD AVENUE
SUITE 323
SEATTLE, WA IB6101
TEL: (206)'�551-3SOO
CONTACT: JOHN RILEY
a
ARG, I TEGTP
DONAHOU DESIGN GROUP, ARCHITECTS L.L.C.
163W Nt e5TH 6T
SUITE 101
RJEDMONDO WA W52
TEL: (425) 265-cBBIB2 EXT.106
CONTACT: JOE DONAHOU,
10
CIVIL 't"E" NG INE E RING&
HITECTO
LAND5CAFE ARC'
DCGI INC.
PAUL JAY LANDSCAPE ARCHITECT
1502S BOTHELL WAY NE
11028 LAK�EVIEW BOULEVARD
SUITE 600
MOUNT VERNON, WA S8214
LAKE FORF.6Tj WA Wl5tp
TELO (360) (05�3_815S
TEL: (20(o) 523-0024
CONTACT: PAUL JAY
CONTACT: TIMOTHY GABELEIN
REVI510N CLOU*
IDENTIFYING NUM5ER
MATCH LINE
SHADED PORTION 15 THE
SIDE CONSIDERED
G F. N rz RA L
G-00
COVER SWEET
ARCHITECTURAL
A -ID
SITE PLAN
D-d-o
DEMO PLAN
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FLOOR PLAN
A-2.1
DOORJWINPOW SCHEDULE$
/TRASH ENCLOSURE
A-3.0
REFLECTED CEILING
A-4.0
ROOF PLAN
A-5D
ELEVATION$
A - 6.0
BUILDING SECTIONS
A-10
WALL SECTIONS
A-1.1
WALL SECTIONS
A-1.2
WALL SECTIONS
DETAILS
51.0
GENERAL STRUCTURAL NOTES
61.1
GENERAL STRUCTURAL NOTES
62D
FOUNDATION PLAN
$2.1
ROOF FRAMING PLAN
TION/6LA5 DETAILS
�63.1
DETAILS
AILS
54J
TYPICAL WOOD DETAILS
642
DETAILS
$43
DETAILS
54.4
DETAILS
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--ompavamomMummom
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I _l, �- , -" ,, -, -- -",, "��- �. � 0 1 . . A -4 . . E kt*.":';' 4 .7^
-I.. . . . . . -"I'll' . r . . I/ I. A --" . x . oq* 2 1 ASPHALT
I ,� ,",," . .. I . . . � � I
� I T "0-1010�EG 41 2.1 0 . - - - - 4----. < . A. .'
! Pxvf5D I I . . ` -11, . ,I- . . . . "I a - .. I I . . .
� '�%� �--*-���' -, EG 412.02"" - * m .1
- , .- . I \ . , : 'A . . *. . I . � .
"�� I �� . - FG 412.30'.. . . . I 11 -
. . . .
1111�'A`� I -.�\-ATOC 412.60 - I .4 . . . . . .. ^4 IV A . ;q . . I I . . ' ,---.. ... :::z--."'.""'
ENTRY NII-11 � ..-v I . � .4 Iq - '�
I I IL I . * * I ""-, 11 I . �'. . 1 . CONCRErE S1 - . . 14 . -�'�"'�"' � TOC 411.63
11 . .
11
. 'r-cl*'-� , -1-11�1 �.-�' A I.. . * . . . I . 14 � D F� W."A L, � 14 . : . ' �-
TOC 412.52 * . . * .. . . . 11
. 00 ,I,;! \ . I . * TOC 412.1 0 . . . ....... . . I EG 411.65 ��
I',; . - - . . 4,4"
EG 411.84 l�'i I,:'' ----'� <- - '' * .... * ' * * . �.
I 11, I '' I I I I 1-- � '' ' . . , - I 1711 . - -- .. 'A * * * * I * * I I I I * I * I * I * * * * * I I I * I I * * I . . ��'- 1� ��'
1 I . . 7-:���� � I ................. ....... I .
....... � ...... . .... ,TOC 412.33 1 . . . I ......... ... . ---� .--EG 411-81 ""'��'�"
� -1-1-- ---- I*.,- LA -. 0011��o "'N.. ............ *.*FG 411.83.-.-.... -.-'-�.'-A,�-'� , N
- . I . i * . .
� ...................... . . . . - .. . I . *�-. N!`k
.
. '�� EG 411-73 � . . . . .
. ........ I ... ....... �\"\'\ TOG 412.23 ,-.,--*
'N
'O' *'-��
. . . I I - , \ .b , 110111- *"-,. . .4 * .... IFG 412.22.'-*.-'-*-'.-'-'-'-'-'-'-... I 111� 11
4 "`�` '\'--, -*��-" ......... I ......... I ..... 111�1.
I ' * . ' . * .'S �4 1 '�� ............ .V-,-I-% -.-�'
. . * �FG 411 .7 ..... ...' "Z� '��"' .'-------�,.A .......
5.."', 0 .�',a-�
. �-4'7'�. '51 .... \ . .'� 1, .0100 1q, - - . - - 4..;,a Z-'�'�'�. --. -�'.-. - - 11 FG 412.02 4%,'\
i - - - - --eV I * I * I ...... � EG 411.60 - - - - -- 11 ......... . --�
..... .0 `11��' . '. -. .... .
...........�' . 14- . .%'-t,.'�� '..� .*.,.*. -'. -*-* * ......... . -�- -�- -.' \
� I Q 1* * '��'." ..-11 . .� ....... ..-", .-A, . ............ I . --� 1-- �� \ I
"' ..... . TOC 412.25' EG 411.7 11�441 . . , .... -�".'� -�n-�-�. "A ...
EG 411.55 .. I ..... ' '. ' 11��-P ' * ' + . . ........ � . 111--�
.... � " 1 *W$of , -,". -��- -� '�. �
........ �� ................ I . . . . �-"
... � '\... '' * - * . I ... ... ..... ---� I I \
... .. '' * FG I �jk� '�-�
I
......
,
11 I
. \. . 'N., ... I I I 1 7!� " a, . q'I � ................. -4e I 1 41�-� --Ift-41
FG 41 1.00 412.24-'-'-'-' - '..:
....... .............. . .. - -
,
........... 11- . � EG 410.90 '-'�'- ' 'k ", . . � ... � . .................. �Nsl \
I " * A. .* A", .............. � ........ N111 1,
I - - V....................... .; '��.< . .""k -,I,,/ sl* %L' ;�V- I \
.... ........ .. "�': ............ i . TOG 411.40 EG 41 1.00 . . .... 9: f".% A 1 0 1 t3 .... . �'
. . . . . . . . . . . . . r . . % . . . . I
--'� ,---A- . '� * . "� F , . ... , ...... - . . . , . . . I I .. . . . ...... . .. . . . .... .. - %.. 'k
.11 I I . ..... * 0 * ' .. . . . . 1. 7 &t I V. uv * * I * N,
. . ..... - I'- " ' ,'�
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1;1�-� , I �'�-8N-4�- . , I I I '
. . . . . . . . 00*1h- . . . A .. � . . . . . . I \ 01-e
I
. � ............. . . . . 1. . . . . . . . . . . . . . . . . . . . . . . . I 1-00 - . . - * - * . . . . 10"w" -* , .'-'. * * + * * � �"'* � 10 \
'\ - ...J ...... ........ ....... *.*.'.... . TOPS 412.26* 1
-�--N --- �-' ......... . EG 41 1.00 \
1\ . -;1 .' '' * * - ' ' * . . N #1 t I -4
`1�1 e,,,,p ................... . . . . . . ...'...... . . . . . . . . . . . . . ^1 loeo . . . ....'.................... . . I " * * * * ' -'-*�- , 111%, . . . . . . '�'--';&' "'� * * * * ss� \ 1. <e N
.............. I &�'V') EG 410.8 . '1�1111�'-�" . . . \\�� \ ,
'*��' . ... I ...... ........ 11*1 10* "*--, ".' ......... It, � . 1� ,TOES 410-95 ----.- .- I '� \1
I
I .. I ......... ...... ...��........ 'N' ... ........ ....... ... 0110" .4. .................. I ..... Isp * **11 * * sl/ , ""�
-
. . . . � . . . . . . . 0 . . . . I """',A . . . . . .1 . . . . . ,0,,." - .. A , . . . . . . . . . . . . . * \ , �1-1�-�'-
. . '-�
"� . . . . . . � �11--', . . I . . � . \
6 *--1 . . . . . . . . . . . . . . . . . . . . 0 * 0�po 11-11, * I . .4. .1. I "I � "I -11, -11 . . . . �. \ N111
11414,k* � -'.� . . . . . . . . . . . . % . . . . � . . . �t "N . . . '�� - * 4 . . "*----* I \1 ..
�'�A * * -1 * * *
Q 'NNI . I 441,11
�o . I
. '
,'�� * OPC 411.50 '- -- - .. . . . * * q/ * � I Ns-
...
\ * . . . 411� %IV 1w w -V A ""4 - 1: . . . . < A FG 410.90 -A,V-- �--*--' - -,-*- -- *�tn - .15 - -� -"- - �� t I 4-1*��EG 411.62
. . � \ N111-N
. . A . �
. . . . . * * ----� , A . . . A - . # . � 1�011 . * I � \ '111,11
0 I EG 410.70 . . "I'll", FG 41 1.00 I . - -o"wom St., * * * * * * ' I
L.,
... I& I ---!J;- . -'�k- ---* 1, I
. I I � ... 1111.11IM-011 11 "�RN '+'p
FG 41 1.00 DRN ---:-4 D N --,,:.-- 4 - --- DRN"t: FG 410.90 * * * ""� I \'s ""�\ '4�
i. . . . * %p , I--- _4 . 4.� DRN �-�. \
N1\ TOG 411.31 ... ' ' ' ' � wagam, I A EG 410-40 * � -N"'
61 1 f (:� 4-� --- DRN DRN I
. . I I ,�-- ---- �
-I- . . . .I-,-,- I ''I,-- , I- 1-1- I----- - --- � --'' - "I 11 � t'A �%L# \ I *11�
*N\ p. TOC 411.50 '-,7�,3 10, "�' � I I , ------.� � I
(;, I 11 I �All
10 K """ 111� ... . --
\ 0 I - \ 0""'� 11� 41�-' . . . . . ..* �p �' h �11%�-' 11�
'*� *",\ . r!" 1 1-110' 4'11��'-'� ...... � ED ,I I * I I I "*'�""N�
-1 'N',1 �' * 1 4i * I ja '1'11-1�
I I,- ... , I I to
"I\ A t �-�" ... 0 1 1 1
� * - I MOD PIZZA . W* * ,
EG 410.40 1 1 1 ��'O""'10'-�' ---,\\ "I'll ... * , Irl
\ ,111 � P t - '�N' 41' N�,,-'' FG 410.96 11 , I
' I -1 lc'��' 11� I I I
I
,
I . 111, .... ",',,'I'll, sk � 1$ 10, I I
� 4. ��'el� I 1 *�4'1'�4 1 1 0 �
ili!�� ; 'I
.-� k.:1 I x
1�41* I le
1.01 .. 1. - I -a-, 14/ 1
. " 1 F 41'A.00+ I
"
\ " 3 ...
\ t EG 411.25
""", I I *,",�,"",... , . . I I - -:I I k "*'-� , I ,
\ NN`31 " � ' ,
-��'11�1' �3 e"N
\ I f - �401010 '1-10 I I..... "�'t"�" '% i � I I
- --�e . 71111 ... i * -,z / c-)
\_1 I .. ""100 11-11 � I . . I � 4 I ! � / (10
"I-, \ I I '� " 1/ ... c) 0 -��-T � 1.0,
*11� , .r� '11� I - * Noo, 4.0 U) 11
. I--," (", %--'� . ...... .... � .*.. I I / - - uc:jp---"-_,-,
-" `("'-)('1'1-' " 1411) � I 11-1 ' %41-1 141, -1-'--.-
*'1-1 ' I 11-� 4 'T-�- . I
%, 1, � . . . . . . , � . I , . . . . . . . . . . . . � .
0 ....... I �, w;')l UGP,- �
. 1 IV3 I-- �
'-'�' \ "--*,* . - I 1-1-1- * * I i I / -1
�11 1-11, *'-*-''- * I ---] I I \. '-�o
-'-�� I � I' � ............ - 011�
MATCH EX ALONG . I. 0-
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I . - - 4--
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. . NNIO . . . I . ; ..' --� I --) / / I (f) �� so,
f . 1-11� . . � � � .. -.. Ix. , /,/ W-W
SAWCUT BOUNDARY � - ,--*' : .... .:-.11111. 1. .... *:-�... * w 0 * * I -, / so
�!. --l-1111P111i''! , . ....-l- I a) 1, I t N�11*' ,
k%) . . .. ....... 1. � ... * I 111- I I � ')',1,------"�'
. . '6. - , ... . I - 1.
� . 11-110 I \' "
. * Ne I t, �
. ,--*,* �..- � . I ), -j '�*-' ------�' SL
- -,tJGf,') - --- I - 11
0 - I--*" ASPHALT .. .. I . . I I
A, P HALT I ' - I * lie " 1-1. " *�� s ' "
. .
I . . ... O'. I . . 1---1 * * I .-��
; . V. ... '� 6 1 - I N .---
.40-- 1 t, �"� 0
�.,-.-----�-Il?,,A�,�,,�,,,,",�""",,�,-�,�,11,11�,�", . I CO. - - . . -.1 "� \ -�-'--'.�-'
I . "�
I � ''I , it 11.1 ,ARKING ."�-�' *11-�" . I... - . "� N10 * I Q- \ \ 11-��
, � PMRKIN("')" F .010,11, '11111� . . I I I 10 \*%"" - \ � "'�
I M., 11-11, �" � � . . 6� FG 410.90 *j ��
I
r-,----,f ' k , I '-�� N'...:: '.*.' . . 0 * / I-P.,
V-"'-"""-"-'-.' I ' EG 410.05 14 � I '�-�
-----�-,-, -'o � . i I 11
""""I-1-1-111 IF� I -�------'-'-' AR1',':'J\ .. AiW,a;.'.A" �' : "ol. I
I I � / '.'. '", .'�. - . . q *1 1�
-11--'.- ... .... � 1, �-- .i " 1. A ill,, -111111 -'- -, i 1 I ,--11' - I .." V NP -1 EG 410.61 *--1 �-�
n- . . �- "I'A" I ". � fl� . (41 00
*
---' " "' , I , , 011 -TOC 410.55 P�
Y--1-- 11' 113:"""':'l 11 , "I ll-) I j ) I .. tol-- I. -,,-) � , 1 4 �� I ��
,
, ; ";j . ' -1 * , --- _ ��
-1-11---- "14 i� 14 . . '�'-" I . - 11 RIM 409.59
1 -11, I � "') I ,,, 1---1 � � - __j * *---..
I , / ...Co.. I I I I , �
I -0-*-* \ "
I , l?", '--�,� � I, I I
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I I l-1 .. � 11- 's , ; Sk �j
i �' 11 %, � *
I co - - 'S,��"'
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Ii I I I I ',,�"" ......... .....�.. � 1, I '-*'l # I I C )-
... . . 1, �11'* 11 I �
'��11111' -1111� � 0 ,�
I
I '"I",111 ..... � . I .... "Ill I FG 410.66 1 . A ' ' . EG 410.33
" � ..... .. �
� (A I .... I .,.*.,.,. I EXISTING -��o . .
,
I I All I . � . ...' I ... 1. '� . '4 /1 eo�
C" (:�')-� 0 'q
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I I I -'- 'i �: Q - "'.') - , �'.). .. .. Kf-','."( BANK .."� . I I
. . cl?"� - I � *4 �
I -- * I * f----
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I �---�-11,�-��11-11111-1--�'ll-l��-��-,-"�-"�-�-"-",�,-.���-- \ . ,,,,, ""'�N - 114 �WCAP - I- 11 BUH-DING � . . . li� 11 . *
I 'I NIN, . . . � � . � I... I FG 410-96 oop- �\ '-�4�1�1 A � - A * . � 1. - I I
. �1-41*' �e-,," I ,,1 I � . . . . . . I I I
I N ' I'll \�' - . I I A , , ' , *4 1
1 .11 0 . &#"*'�' I . . . . " � .... 9 I * I - � .'.0 �- � I Iq -�-1 . . � 'q I
[111,111, ,I - 11 I It '1�11' I . . � .1-11 1. . . I � . . . . . . . I . . I *-'� . . , I I I � . � . . I .�"� . � I . ---�*1--�---1----' -
I I .11,1111' F(3.* 0 4 1 0. 9 6 ;- . . . -� I I
11"', . .. . .... �.��" ) I . . . - . . � , )
' A . 1� --o� ' - . . I I c: f "
-11-1,11 I I I N "I . . .......... -N, . I . I . A * .00"'o%1oo1* . . 11 I . I -, m-&- I
I I 'l""' . . - --. �"�
11 I A . ,D&'�-3 .�)- ' - - - . . A**- - - I., ..... . "N I - . -- - . - -- A . . A. - - 10.0 . - -0 tu I r --�."
Z.A. . . $ ) M., L---1 'rol I . � ' ') "" 410.3 �
I . .-Iol , -�"' 1 6� - , 'r, . ,0 : � � . . - . , T--� " . . . - - -44 .1 -14 * .� �'
. ,
I "'.1-11" Q9 . 1110 . �... "*;,!, * * ' ' � I , . , '-�-
.
I - ""'I'll '10 1141, . I . '1 9 . . . .11 i 1-.. 111�-�.
%, --) - ', .... . 1 114 1�1�/ � A � , � . . . . . I'll, �'--, ,
I I "I"I'l .1. ,,," 1 -:'� -,"NAloy �'. "I, N'A I "---�'A 11 I EG 409.97 * . . .1 -'�.
I11'11�11, I " . ..... . -1 " \ " -"";'��-. .. - V. / 1 -11. 'k . I I ""', """, � I I I ,`Al`,.,-' I : 14 . I * t'- � ' 4, � . 0 1/1' I 1-1�1�
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14 � v I , � , , , ,
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I A ' I "I ) I "t, \� \ "," I � 111,11-- 1 ` , � 1 S411 1 (9
'Ik� 11--�'- .' 7. ' " I I - I "*,# , � , A 4� �4 ' , I 1. '-D I
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J I "IN (9 I �'� / � "411 1 , 14 I \� . I � � I I 4 % � I I � 4 A I I
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,GENERAL NOTES DRAINAGE NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY
REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL
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CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE
SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AN
THE KING COUNTY ROAD
MUNICIPAL CONSTRUCTION (WSDOT/APWA),
STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN
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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 THESEr
PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY Tj
THE CITY OF FEDERAL WAY.
5.
A SIGNED COPY"OF THESE APPROVE'D PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
6.
CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040),.
No,
NORMALLY THIS IS 74-00 A.M. TO 8f-000 P.M., MONDAY THROUGH FRIDAY, AND 9-000
A.M, TO 8:00 P.M. ON SATURDAYS.
7.
IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK
WITHIN THE ROAD RIGHT-OF-WAY.
4 8.
FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON
THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN
APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND, THE
REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF
FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION.
po* 9.
VERTICAL DATUM SHALL BE KCAS OR NGVD-29.
10.
GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY
OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE
ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN
ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS.
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11.
ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8
CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS
18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE
BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL)
AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION.
THE AGGREGATE WILL BE 3/8-INCH MINUS.
12.
ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95%
DENSITY IN ACCORDANCE WITH WSDOT 2-06.3.
130
OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOW ED UNLESS
SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON
6
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ACCORDANCE WITH KCRS 8.03(B) 3.
14.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
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SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND
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ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE
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PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
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PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN
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SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC
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AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23
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TRAFFIC CONTROL, SHALL APPLY.
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CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING
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ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT
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ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND
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RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE
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WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX
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FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL
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1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
THE PRECONSTRUCTION MEETING.
8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE
OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING. -
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION
ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND
FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE
OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE
FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING,
POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE
SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4
STAKE MARKED "STORM". THE STUBOUT SHALL EXTEND ABOVE SURFACE
LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS
DESCRIBED IN KCRS 7.04 AND, IF NONMETALLIC, THE PIPE SHALL CONTAIN
'WIRE OR OTHER ACCEPTABLE DETECTION.
D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS
DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE
UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND
MAINTAINED BY THE LOT HOMEOWNER.
101
10
IN,
E ROSIO NIS EDIMENTATION CONTROL NOTES
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
MANNER 'AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE
DRAINAGE SYSTEM OR VIOLAT E APPLICABLE WATER STANDARDS.
i. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE
APPLICANTICONTRACTOR AND MAINTAINED AS NECESSARYTO ENSURE THEIR
CONTINUED FUNCTIONING.
7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS,
WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL
BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS SEEDING,
MULCHING, NETTING, EROSION BLANKETS, ETC.)
8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION,
SHALL BE ADDRESSED WITHIN 15 DAYS.
9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
FOLLOWING A STORM EVENT.
10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE
LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION
SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO
INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
12. WETSEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.5.2
OF THE KCSWDM ARE IN EFFECT,BEGINNING OCTOBER I THROUGH APRIL 30.
13. ANY PERMANENT RETENTION/DETENTION FACILITY USED ASA TEMPORARY
SETTL,ING BAStN SHALL BE MODIFIED WITH THE NECESSARY EiROSION
CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF
THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION
OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY
SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE
USED AS A TEMPORARY SETTLING BASIN.
14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST
GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E.
ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER
ACRE).
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT
SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.
16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL
BE PROVIDED PER SECTION 22-1568 (C) (A-G) OF FWRC.
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES,, AND
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THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING
U.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;
RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.
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--------------
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OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES, AND
ALL OTHER EXISTING FEATURES AND
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN AND/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
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