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PREPARED FOR
PACWEST CONSTRUCTION, LLC
August 6, 2012
B. Tyler S alise
Staff Geologist
Kyle R. Campbell, P.E.
Principal
stI. of Renton
r�rlrn r)ivrsion
OCT
GEOTECHNICAL ENGINEERING STUDY
PROPOSED SINGLE-FAMILY RESIDENTIAL SUBDIVISION
6200 — SOUTHEAST 2ND PLACE
RENTON, WASHINGTON
ES -2465
Earth Solutions NW, LLC
1805 —136th Place Northeast, Suite 201, Bellevue, Washington 98005
Ph: 425-449-4704 Fax: 425-449-4711
Toll Free: 866-336-8710
Geolechnicol Engineering Report-------- - -- ,
Geotechnical Services Are Performed for
Specilic Purposes, Persons, and Projects
Geotechnical engineers structure their services to meet the specific needs of
their clients. A geatechnical engineering study conducted for a civil engi-
neer may not fulfill the needs of a construction contractor or eveir another
civil engineer. Because each geotechnical engineering study is unique, each
geotechnical engineering report is unique, prepared solely tor the client. No
one except you should rely on your geotechnical engineering report without
first conferring with the geotechnical engineer who prepared it. And no one
- - not even you — shoo Id apply the report for any purpose or project
except the one originally contemplated.
Read the FUR Report
Serious problems have occurred because those relying on a geotechnical
engineering report did not read it all. Do not rely on an executive summary.
Do not read selected elements only.
A Geotechnical Engineering Report Is Based on
A Unique Set of Prolect-Specift Factors
Geotechnical engineers consider a number of unique, project -specific fac-
tors when establishing the scope of a study. Typical factors include; the
client's goals, objectives, and risk management preferences; the general
nature of the structure involved, its size, and confiquration; the location of
the structure on the site; and other planned or existing site improvements,
such as access roads, parking lots, and underground utilities. Unless the
geotechnical engineer vino conducted the study specltically indicates oth-
ervrise, do not rely on a geotechnical engineering report that was:
• not prepared for you,
• not prepared for your project,
• not prepared for the specific site explored, or
• completed before important project changes were made.
Typical changes that can erode the reliability of an existing geotechnical
engineering repast include those that affect:
• the function of the proposed structure, as when it's changed from a
parking garage to an office building, or from a tight industrial plant
to a refrigerated warehouse,
• elevation, configuration, location, orientation, or weight of the
proposed structure,
• composition of the design team, or
• project ownership.
As a general rule, always inform your geotechnical engineer of project
changes—even minor ones—and request an assessment of their impact.
Geotechnical engineers cannot accept responsibility or liability far problems
that occur because their reports do not consider developments of which
they were not informed.
Subsurface Conditions Can Chne
A geotechnical engineering report is based on conditions that existed at
the time the study was performed. Do not rely on a geotechnical engineer-
ing reportwhcse adequacy may have been affected by: the passage of
11.me; by man-made events, such as construction on or adjacent to the site;
or by natural events, such as floods, earthquakes, or groundwater fluctua-
tions. Always contact the geotechnical engineer before applying the report
to determine if it is still reliable. A minor amount of additional testing or
analysis could prevent major problems.
Most Geotechnical Findings Are Professional
Opinions
Site exploration identifies subsurface conditions only at those points where
subsurface tests are conducted or samples are taken. Geotechnical engi-
neers review field and laboratory data and then apply their professional
judgment to render an opinion about subsurface conditions throughout the
site. Actual subsurface conditions may lifter sometimes significantly- -
from those indicated in your report. Retaining the geotechnical engineer
who developed your report to provide construction observatlQn iS the
most eflective method of managing the risks associated with unanticipated
conditions,
A Report's Recommendations Are Not Final
Do not overrely on the construction recommendations included in your
report. Those recommendations are not final, because geotechnical engi-
neers develop them principally from judgment and opinion. Geotechnical
engineers can finalize their recommendations only by observing actual
subsurface conditions revealed during construction. TThegeotechnical
engineer who developed your ieport cannot assume iespousibitily or
liability for the report's recommendations if that erfgirteer does not pertarrri
construction observation,
A Geotechnical Engineering Report Is Subject to
Misinterpretation
Other design team members' misinterpretation of geotechnical engineering
reports has resulted in costly problems. Lower that risk by having your geo-
technical engineer confer with appropriate members of the design team after
submitting the report. Also retatn your geotechnical engineer to review perti-
nent elements of the design team's plans and specifications. Contractors can
also misinterpret a geotechnical engineering report. Reduce that risk by
having your geotechnical engineer participate in prebid and preconstruction
conferences, and by providing construction observation.
Do Not Redraw the Engineer's Logs
Geotechnical engineers prepare final boring and testing logs based upon
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should
clever be redrawn far inclusion in architectural or other design drawings.
Only photographic or el¢ctronic reproduction is acceptable, but recognize
that separating logs from the report can elevate risk.
Give Contractors a Complete Report and
Guidance
Same owners and design professionals mistakenly believe they can make
contractors hable for unanticipated subsurface conditions by limiting what
they provide for bid preparation. To help prevent costly problems, give con-
tractors the complete geotechnical engineering report, butprefare it with a
clearly written letter of transmittal. in that leiter, advise contractors that the
report was not prepared Icr purposes of bid development and that the
report's accuracy is limited, encourage them to confer with the geotechnical
engineer who prepared the report (a modest fee may be required) and/or to
conduct additional study to obtain the specific types of information they
need or prefer, A prebid conference can also be valuable. Be sure contrac-
tors have sufficient utile to perform additional study. Only then might you
be in a position to give contractors the best information available to you,
while requiring them to at least share some of the financial responsibilities
stemming from unanticipated conditioris.
Read Responsibility Provisions ClOselY
Some clients, design professionals, and contractors do not recognize that
geotechnical engineering is far less exact than other engineering disci-
plines. This lack of understanding has created unrealistic expectations that
have led to disappointments, claims, and disputes. To help reduce the risk
of such outcomes, geotechnical engineers commonly include a variety of
explanatory provisions in their reports. Sometimes labeled "limitations"
many of these provisions indicate where geotechnical engineers' responsi-
bilities begin and end, to help others recognize their awn responsibilities
and risks. Read these provisions closely. Ask questions. Your geotechnical
engineer should respond fully and frankly.
Geoenviron mental Concerns Are Not Covered
The equipment, techniques, and personnel used to perform a geoenvirun-
mentalstudy differ significantly from those used to perform a geotechnical
study. For that reason, a geotechn`cal engineering report does not usually
relate any geoenvi ron mental findings, conclusions, or recommendations;
e.g., about the likelihood of encountering underground storage tanks or
regulated contaminants. Unanticipated environrriental problems Kaye ied
to numerous project failures. It you have not yet obtainee your own geoen-
vironmental information, ask your geotechnical consultant for risk man-
agement guidance. Do not rely on an environmental report prepared for
someone else.
Obtain Professional Assistance To Deal with Mold
Diverse strategies can be applied during building design, construction,
operation, and maintenance to prevent significant amounts of mold from
growing on indoor surfaces. To he effective, ail such strategies should be
devised for the express purpose of mold prevention, integrated into a com-
prehensive plan, and executed with diligent oversight by a processional
mold prevention consultant. Because just a small amount of water or
moisture can lead to the development of severe mold infestations, a num-
ber of mold prevention strategies focus on keeping building surfaces dry.
While groundwater, water infiltration, and simflar issues may have been
addressed as part of the geotechnical engineering study whose findings
are conveyed intdfs report, the geotechnical engineer in charge of this
project is not a mold preventiun consultant; none of the services per-
formed in connection with the geotechnical engineer's study
were designed or conducted for the purpose of mold prevon-
tion. Proper implementation of the recommendations conveyed
in this report will not of itself be sufficient to prevent mold from
growing in or on the structure involved.
Rely, on Your ASFE-Member Geotechncial
Engineer [Or Additional Assistance
Membership in ASFE/The [lest People on Earth exposes geotechnical
engineers to a wide array of risk management techn lues that can he of
genuine benefit for everyone involved with a mnsiruction project. Confer
with you ASFE-member geotechnical engineer for more information.
ASFE
Thi$ Rest people go Earth
8811 Galesville Read/Suite GIN, Silver Spring, VID 2.Wi]
Telephone: 3[)11565-2733 Facsimil6:3011'589-2017
e-rnait: intodasfe.arg n�,v.asfe.org
copyright 2004 by ASFE, lac, Duplication, reproduction, or wp ring of this document, in whole or in part, by any rneans whatsuever, is strictlY prohibited, except witlt ASFE'
specific written permission. Excerpting, quoting, or ntl$ermse extracting warding from this dccumeat Is permitted only with the express written permission of ASFE, and only for
Purposes of scholarly research or trook review, limy members of ASFE may use this do -Ment as a cumplernenr tri oras an element of a geotechnical eng$faering report. Any other
firm, individual, or other entity that so uses this docurnent without being an ASFE member could Ue cnmmittirrg negligent or intentional {fraodulerit) misrepresentation.
IVUFR0504a-Uti
August 6, 2012
ES -2466
Pacwest Construction, LLC
4118 — 96th Avenue Southeast
Mercer Island, Washington 98040
Attention: Mr. Vann Lanz
Dear Mr. Lanz:
-Earth
Solutw s
NW«e
Earth Solutions NW LLCI
Earth Solutions NW, LLC (ESNW) is pleased to present this report titled "Geotechnical
Engineering Study, Proposed Single -Family Residential Subdivision, 6200 — Southeast 2r"J
Place, Renton, Washington".
We understand additional development and subdivision of parcel #1423059117 located within
the Renton Highlands area is proposed. The existing single -residential structure will remain in
place at the eastern portion of the property and the western portion of the subject property will
be subdivided into two additional single-family residential building lots. The proposed building
lots will likely support structures on the order of one to two stories, constructed at or near
existing grades, following minor site grading activities. Site infrastructure improvements will
include underground utility installations, paved access driveways, and associated frontage
landscaping improvements.
In our opinion, development and construction of the proposed single-family residential
subdivision is feasible from a geotechnical standpoint. Given the current topography, grading is
anticipated to consists of cuts and fills on the order of five feet or less to achieve finish grade.
Following site preparation and grading activities, the proposed building structures can be
supported on conventional foundations bearing on competent native or structural fill soils.
Based on our current understanding of the project conceptual design, recommendations for site
preparation and reiated earthwork activity, structural fill placement, foundation and retaining
wall design, subsurface drainage, pavements, and other pertinent geotechnical
recommendations are provided in this study.
We appreciate the opportunity to be of service to you on this project. If you have any questions
regarding the content of this geotechnical engineering study, please call.
Sincerely,
E RTH SO UTIONS NW, LLC
Ll
- ..
Kyle R. Campbell, P.E.
Principal
1805136th Nace iv.E., S116If- 2t? 1 ` F3u11ctu(; , WA 96 005) e (425) 444)_4704 • FA\ 449--i7] I
TABLE OF CONTENTS
ES -2465
PAGE
INTRODUCTION......... :.................. .......... .......................
1
General .............................. ............... ................... .....
1
ProiectDescription:..::.................. .................. ...........
2
SITECONDITIONS...............................................................
2
Surface... ............... ......................... .:.................... :.
2
Subsurface.......................................................................
3
GeologicSetting ......................:....... .....:...... ...............:
Groundwater..............:...:..............::.........................
4
GEOLOGIC HAZARD CONSIDERATIONS... ........... ..........
4
DISCUSSION AND RECOMMENDATIONS ...........:...........:.........
4
General................................. .....................................
4
Site Preparation and Earthwork .......... ............... ...............
5
In-situ Soils... ..................... _ ............ ........
6
Structural Fill Placement ............ .........:................ . :
6
ErosionControl ....... ................... ................... ......
7
Foundations............................... ..: . ........................... .
7
Seismic Considerations. _ ............:.... . ............................
7
RetainingWalls ........................................................
8
Excavations and SIo es ..................
8
Utility Trench Backfill ........ ...... ..:..........:::.:........ ........ ..
9
PavementSections .......... ....... ............................... ...:....:.........
9
Slab -On -Grade Floors ........ ..................a...........:.,.:....:.
10
Drainage........................... ..................., ...................
10
LIMITATIONS......................................................e..........,:......
10
Additional Services ......................... . ............................
10
Earth Solutions NVV, LLC
TABLE OF CONTENTS
Cont'd
ES -2465
GRAPHICS
PLATE 9 VICINITY MAP
PLATE 2 TEST PIT LOCATION PLAN
PLATE 3 RETAINING WALL DRAINAGE DETAIL
PLATE 4 FOOTING DRAIN DETAIL
APPENDICES
Appendix A Subsurface Exploration
Test Pit Logs
Appendix B Laboratory Test Results
Sieve Analysis Results
Earth Solutions NW, LLG
GEOTECHNICAL ENGINEERING STUDY
PROPOSED SINGLE-FAMILY RESIDENTIAL SUBDIVISION
6200 — SOUTHEAST 2"1D PLACE
RENTON, WASHINGTON
ES -2465
INTRODUCTION
General
This geotechnical engineering study was prepared for the proposed residential subdivision to
be located along the north side of Southeast 2nd Place, northwest of the intersection with
Shadow Place Southeast in Renton, Washington. The approximate location of the proposed
development is illustrated on the Vicinity Map (Plate 1). The purpose of this study was to
explore subsurface conditions throughout the western portion of the subject property and
prepare geotechnical recommendations for the proposed new subdivided building lots. Our
scope of services for completing this geotechnical engineering study included the following:
Conducting subsurface exploration to characterize, collect soil samples, and log soil and
groundwater conditions by excavating a series of test pits throughout accessible portions
of the site. Excavations using a client provided back -hoe and operator were advanced to
a maximum exploration depth of 7.5 feet below current grades to assess the underlying
native soils.
• Laboratory testing of soil samples obtained during field exploration.
Engineering analyses.
Preparation of this geotechnical engineering study with recommendations for building
foundations, earthwork, building and retaining wall subgrade preparation, pavements,
and other pertinent geotechnical recommendations.
The following documentsimaps were reviewed as part of our report preparation:
King County Soil Survey (MRCS Online Resource).
King County Code, Chapter 21A.06 (Technical Terms and Land Use Definitions).
Site Aerial Photograph Exhibit.
Geologic Map of King County, Washington
Earth Solutions NW, I -LC
Pacwest Construction, LLC
August 6, 2012
Project Description
ES -2465
Page 2
The property consists of parcel #1423059117 within the City of Renton, King County,
Washington. The existing property will be subdivided with two additional single-family
residential lots. The existing single-family residential structure at the eastern portion of the
property is to remain undisturbed and in place and the development of two new residential
building lots is proposed to be constructed at the western portion of the property. The site
construction and development will include minor site grading, underground utility installation,
access driveways and associated land improvements. The site will be accessed from the
south, along the north side of Southeast 2nd Place, with two new driveways to the western
residential building lots. Grading and site plans for the project were not available when this
report was written, however, approximate development area, location of existing structures, and
proposed lot layout are illustrated on the Test Pit Location Plan (Plate 2).
Based on similar developments in the area. the proposed residential building lots will likely
support single-family residential structure with attached garage. Relatively lightly loaded wood
frame structures with either slab -on -grade or wood joist floors will likely be utilized during
building construction. Based on experience with similar projects, we anticipate footing loads on
the order of one to two kips per lineal foot and slab -on -grade loads of 150 pounds per square
foot (psf).
Stormwater from the development will be directed to the topographically lower area at the
southwest property corner to an existing stormwater ditch located along the north side of
Southeast 2nd Place. Stormwater directed into the existing ditch discharges directly into a King
County detention pond system located immediately adjacent to the west of the proposed
subdivision.
Based on the existing topographic relief, grading will likely require cuts and fills of five feet or
less to achieve subgrade elevations. Grading activities at the new development area will likely
consist of cuts along the northeast corner of the new building lots and fills at the southwest
corner of the lots to establish the desired finish grade elevations. The soils generated from site
excavations will likely be used elsewhere on-site as fill in efforts to balance site materials.
If the above design estimates are incorrect or change, ESNW should be contacted to review the
recommendations in this report. ESNW should review the final design to verify that our
geotechnical recommendations have been incorporated.
SITE CONDITIONS
Surface
The subject site is roughly rectangular in shape, consisting of one parcel with an approximate
gross area of one acre or less. The site is bordered to the north and east by existing developed
residential parcels, to the west by an existing King County stormwater detention pond, and to
the south by Southeast 2nd Place. The site is currently partially developed with a one-story
residential structure with attached garage located at the eastern end of the property. The
western portion of the property is currently undeveloped and lightly forested consisting of small
trees, tall grass and bramble bushes. We understand that the subject property will be
subdivided and redeveloped with two additional single-family residential lots at the west side of
the property.
Earth Soluftrs NW, LLC
Pacwest Construction, LLC ES -2465
August 6, 2012 Page 3
Based on field observations, topography is gently sloping to an isolated shallow depression at
the southwest property corner. The overall site topography generally descends to the west to
southwest with variable undulating gradients. The current topography is largely the result of
past glaciation processes associated with the Vashon Stade of the Fraser glaciation, which
occurred approximately 93,000 years ago. As the ice sheet receded to the north, meltwater
flowed over the area contributing to the creation of the existing shallow hill and valley features
that cover much of the site, resulting in a moderately undulating topographic relief.
As stated above, the site is vegetated primarily by grass, light brush and blackberry brambles,
with areas of sparse trees and saplings. No visible sign of ponding water or environmentally
critical areas was observed on the proposed site during our field exploration.
Subsurface
ESNW was onsite July 19, 2012 to conduct a subsurface field exploration by observing soil
conditions and collecting soil samples at a series of test pits excavated throughout the
proposed project. A back -hoe was utilized for minimal clearing to access the test site locations
and to excavate to a maximum exploration depth of 7.5 feet below current grades. The
approximate locations of the test pit excavations are illustrated in the attached Test Pit
Location Plan (Plate 2).
Evidence of extensive and widespread fill from previous grading activities was not observed at
test pit locations. Shallow fills from previous grading activities may be encountered near the
existing single-family structure and access roadways.
Sod/Topsoil was encountered at all test sites extending to depths of approximately six to ten
inches below existing grades at areas with no evidence of existing fill activities. Topsoil is not
suitable for foundation or pavement support, and should not be mixed with soil to be used as
structural fill. The topsoil can be considered for use in landscape or non-structural areas, if
desired,
Underlying the topsoil horizon. loose to very dense native soil consisting of silty sand, and silty
sand with gravel (Unified Soil Classification SM), glacial till (Qvt) was observed to a maximum
excavation depth of 7.5 feet. Relative soil densities increased rapidly with depth at test pit
locations. The glacial till soil unit is generally characterized by a poorly sorted soil matrix of silt,
sand and gravel and is generally in a compact or dense to very dense condition, due primarily
to the consolidation by the overriding ice sheets. In general, competent (medium dense) soil
conditions suitable for foundation support was observed at depths between 1.5 and 3 feet
below current grades. Please refer to the subsurface exploration soil logs provided in Appendix
A for a more detailed description of the subsurface conditions.
Earth Solutions NW, LLC
Pacwest Construction, LLC
August 6, 2012
Geologic Setting
ES -2465
Page 4
The referenced geologic map resource identifies the site and surrounding area to be underlain
by Vashon subglacial till (Qvt) soil deposits. The reviewed King County Soil Survey identifies
Alderwood series (AgC) gravelly sandy loam, 6 to 15 percent slopes throughout the proposed
development area. The King County Soil Survey indicates slight to moderate erosion hazard
for the Alderwood series soils.
The soil conditions observed during our fieldwork were generally consistent with both the
geologic map and soil survey designations. Soils on site were observed to be consistent with
Vashon subglacial till soil unit characteristics. This is based primarily on the relative densities
and grain size distribution observed at the test sites.
Groundwater
Light groundwater seepage was observed at TP -1 at the time of our fieldwork (July 2012).
Mottled texture and oxide staining was observed in the weathered upper approximately three to
four feet of soil at all of the test pit locations, suggesting seasonal perched groundwater may be
encountered at these elevations depending on the time of the year excavations take place.
Groundwater seepage rates and elevations fluctuate depending on many factors, including
precipitation duration and intensity, the time of year, and soil conditions_ In general,
groundwater flow rates are higher during the wetter, winter months.
GEOLOGIC HAZARD CONSIDERATIONS
As part of our study, the potential geologic hazards within the subject site as defined in King
County Code, Chapter 21A.06 (Technical Terms and Land Use Definitions), were reviewed.
Based on the subsurface exploration and site reconnaissance, the subject site does not meets
the criteria of an erosion hazard area or environmentally critical area as defined in the King
County Code_ However, temporary erosion control measures recommended within the report
shall be installed during earthwork and building pad preparation_
DISCUSSION AND RECOMMENDATIONS
General
Based on the results of our study, construction of the proposed residential subdivision is
feasible from a geotechnical standpoint. The primary geotechnical considerations associated
with the proposed development include site grading and earthwork, foundation support
structural fill placement, and the suitability of the on-site soils for use as structural fill.
Earth Solutions NVd, LLC
Pacwest Construction, LLC ES -2465
August 6, 2012 Page 5
Based on the results of our study, the proposed residential structures can be supported on
conventional spread and continuous foundations bearing on competent native soils or structural
fill. Throughout the proposed cut areas of the site, we anticipate that competent native soil
suitable for support of foundations will generally be exposed at the footing elevations. Where
loose or unsuitable soil conditions are exposed at foundation subgrade elevations, compaction
of the soils to the specifications of structural fill, or overexcavation and replacement with
structural fill may be necessary.
The soil encountered at the test pit locations generally have a high sensitivity to moisture based
on the fines content of the soil. Compaction of these soils to the levels necessary for use as
structural fill will be difficult or impossible during wet weather conditions. If the moisture content
of the soil is near the optimum level, the soil can be used as structural fill. However, the
stability of the compacted soil will degrade if exposed to wet weather and/or heavy construction
traffic.
The presence of perched groundwater seepage in utility and site excavations should be
anticipated. Supplemental recommendations for controlling groundwater seepage can be
provided by the geotechnical engineer if needed. However, based on the data obtained from
the test sites, and our overall characterization of subsurface conditions, extensive site
dewatering is not anticipated to be necessary for the proposed site development.
This study has been prepared for the exclusive use of Pacwest Construction, LLC and their
representatives. No warranty, expressed or implied, is made. This study has been prepared in
a manner consistent with the level of care and skill ordinarily exercised by other members of the
profession currently practicing under similar conditions in this area.
Site Preparation and Earthwork
The primary geotechnical considerations during the proposed site preparation and earthwork
activities will involve structural fill placement and compaction, temporary erosion control,
foundation subgrade preparation, retaining wall construction, and site drainage. We anticipate
the mass grading will utilize a balanced approach, with cut soils used as structural fill elsewhere
on-site.
Topsoil and organic -rich soil was encountered in the upper approximately six to ten inches at
test sites. The topsoillduff is not suitable for foundation support, or for use as structural fill.
ESNW recommends stripping the site surface prior to placing structural fill. Topsoil is suitable
for use in landscaping areas, if desired.
Earth Solutions NW, LLC
Pacwest Construction, LLC
August 6, 2012
!n -situ Soils
ES -2465
Page 6
From a geotechnical standpoint, the soils encountered at the test sites are generally suitable for
use as structural fill. Successful use of the on-site soils will largely be dictated by the moisture
content of the soils at the time of placement and compaction. The soils encountered at the test
sites were generally in a moist to wet condition at the time of the exploration (July 2012). Due
to the slightly hummocky topography with localized shallow depressions and relatively high
fines content of the onsite soils, ponding water and elevated moisture contents may result in
unstable surface conditions during site preparation and initial site fill activities. Soils
encountered at or near perched seepage elevations during site excavations that are
excessively over the optimum moisture content will require moisture conditioning prior to
placement and compaction.
During periods of dry weather, the on-site soils should generally be suitable for use as structural
fill, provided the soil moisture content is at or near the optimum level at the time of placement.
Successful placement and compaction of the on-site soils during periods of extended
precipitation will likely be difficult. If the on-site soils cannot be successfully compacted, the use
of an imported soil may be necessary. Imported soil intended for use as structural fill should
consist of a well graded granular soil with a maximum aggregate grain size of six inches, and a
moisture content that is at or near the optimum level. During wet weather conditions, imported
soil intended for use as structural fill should consist of a well graded granular soil with a fines
content of five percent or less defined as the percent passing the #200 sieve, based on the
minus three-quarter inch fraction.
Structural Fill Placement
In general, areas to receive structural fill should be sufficiently stripped of organic matter and
other deleterious material. The majority of the organic matter associated with trees, brush, root
balls, and groundcover should be removed from the fill areas. The a representative of ESNW
should observe cleared and stripped areas of the site prior to structural fill placement.
Structural fill is defined as compacted soil placed in foundation, slab -on -grade, and roadway
areas, t=ills placed to construct permanent slopes and throughout retaining wall and utility
trench backfill areas are also considered structural fill. Soils placed in structural areas should
be placed in loose lifts of 12 inches or less and compacted to a relative compaction of 90
percent, based on the maximum dry density as determined by the Modified Proctor Method
(ASTM D-1557). In pavement areas, the upper 12 inches of the structural fill should be
compacted to a relative compaction of at least 95 percent. Utility trench backfill should be
compacted to the specifications of the controlling jurisdiction, where applicable.
Earth Solutions NW, LLC
Pacwest Construction, LLC
August 6, 2012
Erosion Control
ES -2465
Page 7
Temporary erosion control measures should include, at a minimum, silt fencing placed along
the downslope perimeter of the construction envelope, and a construction entrance consisting
of at least 12 inches of quarry spalls should be considered in order to minimize off-site soil
tracking and to provide a firm surface. Concentrated surface water runoff should not be allowed
to flow uncontrolled over any temporary or permanent slopes. Interceptor drains or swales
should be considered for controlling surface water flow patterns. A representative of ESNW
should observe the erosion control measures, and provide supplement recommendations for
minimizing erosion during construction, as necessary.
Foundations
Based on the subsurface conditions at the proposed single-family residential lots, the proposed
building structures can be supported on conventional continuous and spread footing
foundations bearing on medium dense native soils, or structural fill immediately underlain by
competent (medium dense) native soil. Where loose or unsuitable soils are exposed at the
foundation subgrade elevation, the soils should be overexcavated and replaced with suitable
structural fill. Assuming the buildings will be supported as described above, the following
parameters can be considered for design of the new foundations:
• Allowable Soil Bearing Capacity
■ Passive Resistance
M Coefficient of Friction
■ IBC Seismic Site Class
* Liquefaction Susceptibility
2,500 psf
350 pcf (equivalent fluid)
0.40
Site Class C (table 1613.5.2, 2009 IBC)
low
A one-third increase in the allowable soil bearing capacity can be assumed for short-term wind
and seismic loading conditions_
Competent soils suitable for support of foundations are anticipated to be encountered at depths
on the order of 18 inches to three below existing grades. Where loose or unsuitable soils are
encountered at the foundation subgrade elevation, the soil should be recompacted or replaced
with structural fill soil.
Seismic Considerations
The 2009 International Building Code specifies several soil profiles that are used as a basis for
seismic design of structures. Based on the soil conditions observed at the test sites, Site Class
C, from table 1613.5.2, should be used for design.
Earth Solutions NVV, LLC
Pacwest Construction, LLC ES -2465
August 6, 2612 Page 8
In our opinion, liquefaction susceptibility at this site is low to negligible. The relative density of
the site soils and the absence of an established shallow groundwater table is the primary basis
for this conclusion.
Retaining Walls
Retaining walls should be designed to resist earth pressures and applicable surcharge loads.
For retaining walls with level grade conditions at the top and toe, the following parameters can
be used for design:
• Active earth pressure (yielding wall)
At -rest earth pressure (restrained wall)
• Traffic surcharge (passenger vehicles)
Passive resistance
Coefficient of friction
35 pcf (level backfill)
50 pcf (level backfill)
70 psf (rectangular distribution)
350 pcf (level grade)
M lull
Additional surcharge loading from foundations, sloped backfill, or other loading should be
included in the retaining wall design. Drainage should be provided behind retaining walls such
that hydrostatic pressures do not develop. If drainage is not provided, hydrostatic pressures
should be included in the wall design, ESNW should review retaining wall designs to verify the
earth pressure values have been incorporated into design and to provide additional
recommendations, as necessary.
Retaining walls should be backfilled with free draining material that extends along the height of
the wall, and a distance of at least 18 inches behind the wall. The upper one foot of the wail
backfill can consist of a less permeable soil, if desired. A rigid, perforated drain pipe should be
placed along the base of the wall, and connected to an appropriate discharge location. A
typical retaining wall drainage detail is provided as Plate 3.
Excavations and Slopes
The Federal and state Occupation Safety and Health Administration (OSHANVISHA) classifies
soils in terms of minimum safe slope inclinations. Based on the soil conditions encountered
during fieldwork activities, the site soils encountered to depths of up to four feet would be
classified by OSHANVISHA as Type C. Temporary slopes over four feet in height in Type C
soils should be sloped no steeper than 1,5H:1V (Horizontal. -Vertical). The site soils
encountered to depths of greater than four feet would generally be classified by OSHANVISHA
as Type A. Temporary slopes over four feet in height in Type A soils should be sloped no
steeper than 0.75HAV, If temporary slopes cannot be constructed in accordance with
OSHANVISHA guidelines, temporary sharing may be necessary.
Earth 5clutians NW, LLC
Pacwest Construction, LLC ES -2465
August 6, 2012 Page 9
Permanent fill slopes should maintain a gradient of 2HAV, or flatter, and should be planted with
vegetation to enhance stability and to minimize erosion.
A representative of ESNW should observe temporary and permanent slopes and excavations to
verify that the inclination is suitable for the exposed soil conditions, and to provide additional
grading recommendations, as necessary.
Utility Trench Backfill
In our opinion, the soils observed at the test sites are generally suitable for support of utilities.
Organic or highly compressible soils encountered in the trench excavations should not be used
for supporting utilities, In general, the onsite soils observed at the test sites should be suitable
for use as structural backfill in the utility trench excavations, provided the soil is at or near the
optimum moisture content at the time of placement and compaction. Moisture conditioning of
the soils may be necessary at some locations prior to use as structural fill. The presence of
groundwater seepage should be expected in site excavations, such as the deeper utility trench
excavations, Utility trench backfill should be placed and compacted to the specifications of
structural fill provided in this report, or to the applicable specifications of the city or county
jurisdictions.
Pavement Sections
The performance of site pavements is largely related to the condition of the underlying
subgrade. To ensure adequate pavement performance, the subgrade should be in a firm and
unyielding condition when subjected to proof rolling with a loaded dump truck. Structural fill in
pavement areas should be compacted to the specifications detailed in the "Site Preparation and
Earthwork" section of this report. It is possible that soft, wet, or otherwise unsuitable subgrade
areas may still exist after base grading activities. Areas of unsuitable or yielding subgrade
conditions will require remedial measures such as overexcavation and thicker crushed rock or
structural fill sections prior to pavement.
For relatively lightly loaded pavements subjected to automobiles and occasional truck traffic,
the following pavement sections can be considered;
Two inches of asphalt concrete (AC) placed over four inches of crushed rock base
(CRB), or;
• Two inches of AC placed over three inches of asphalt treated base (ATB).
The AC, ATB and CRB materials should conform to WSDOT specifications. All soil base
material should be compacted to at least 95 percent of the maximum dry density.
Heavier truck -traffic areas generally require thicker pavement sections depending on site
usage, pavement life expectancy, and site traffic. ESNW can provide pavement section design
recommendations for truck traffic areas and right-of-way improvements, as necessary.
Additionally, the City of Renton or King County Road Standards may supersede the
recommendations provided in this report.
Earth Solutions NW, LLC
Pacwest Construction, LLC
August 6, 2012
Slab -On -Grade Floors
ES -2465
Page 10
Slab -on -grade floors for the proposed buildings should be supported on a firm and unyielding
subgrade consisting of competent native soil or at least one foot of structural fill. Unstable or
yielding areas of the subgrade should be recompacted or overexcavated and replaced with
suitable structural fill prior to construction of the slab, A capillary break consisting of a minimum
of four inches of free draining crushed rock or gravel should be placed below the slab. The free
draining material should have a fines content of 5 percent or less (percent passing the #200
sieve, based on the minus three-quarter inch fraction). In areas where slab moisture is
undesirable, installation of a vapor barrier below the slab should be considered. If used, the
vapor barrier should consist of a material specifically designed for use as a vapor barrier and
should be installed in accordance with the manufacturers' recommendations.
Draina e
Groundwater seepage was encountered at the time of our fieldwork (July, 2012). The presence
of isolated zones of perched seepage should be anticipated during deeper site and utility
excavations. Temporary measures to control groundwater seepage and surface water runoff
during construction will likely involve interceptor trenches and sumps, as necessary. In our
opinion, the proposed residential structures should incorporate footing drains around the
outside perimeter of the foundations. A typical footing drain detail is provided on Plate 4 of this
report.
LIMITATIONS
The recommendations and conclusions provided in this geotechnical engineering study are
professional opinions consistent with the level of care and skill that is typical of other members
in the profession currently practicing under similar conditions in this area. A warranty is not
expressed or implied. Variations in the soil and groundwater conditions observed at the test
locations may exist, and may not become evident until construction. ESNW should reevaluate
the conclusions in this geotechnical engineering study if variations are encountered.
Additional Services
ESNW should have an opportunity to review the final design with respect to the geotechnical
recommendations provided in this report. ESNW should also be retained to provide testing and
consultation services during construction.
Earth Solutions NW, LLC
1�
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NORTH
Reference:
King County, Washington
Map 667
By The Thomas Guide
Rand McNally
32nd Edition
NOTE This plate may contain areas of color. ESNIN cannot be
responsible for any subsequent misinterpretation of the information
resulting from black & white reproductions of this plate
LEGEND
TP-1--1— Approximate Location of
ESNW Test Pit, Proj. No.
ES-2465, July 2012
Subject Site
Not - To - Scale
Existing Building
i
h.
y
MPl
NOTE The graphics shown on this plate are not intended for design
purposes or precise scale measurements, but only to illustrate the
j approximate test locations relative to the approximate locators of
existing and! or proposed site features. The information illustrated
is largely based on data provided by the client at the time of our Test Pit Location Plan
study. ESNW cannot be responsible for subsequent design changes 6200 S.E. 2nd Place
or interpretation of the data by others.
Renton, Washington
NOTE; This plate may contain areas of color. ESNW cannot be
responsible for any subsequent misinterpretation of the information Drwn. GLS Date 08/07/2412 Proj. No. 2465
resulting from black & white reproductions of this plate. !
Checked BTS Date Aug. 2012 Plate 2
18" Min.
a P
0aPo 0 � o
Q0R{VQO O
OPP oPa
0 O
� 0 oP�QOa 000QV0 O O
0
O O O
V p O
O D O
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P 0 0O a0o Prt
O 00
Ol
o O
F o a° ' a O00
0
'Q 00 o
0 0 0
0 0
o P b o p P 0 C
O P O 00 0
0 oPPao oP Pp .0 P P
P
00 0 ap a P P Q o O
0 PO P
Q 0 O
� o 00 0
()oPa Po o a 0 Oo
�
o 09
oo �
= I I f Q G aa C 0 a0 ` a 000 C O 0 s o a 0000 d- o
0
o O Q Q
NOTES:
• Free Draining Backfill should consist
of soil having less than 5 percent fines.
Percent passing #4 should be 25 to
75 percent.
• Sheet Drain may be feasible in lieu
of Free Draining Backfill, per ESNW
recommendations.
• Drain Pipe should consist of perforated,
rigid PVC Pipe surrounded with 1"
Drain Rock.
LEGEND:
Structural
Fill
• Perforated Drain Pipe
(Surround In Drain Rock)
SCHEMATIC ONLY - NOT TO SCALE
NOTA CONSTRUCTION DRAWING
000 F a a
o o0 oa Free Draining Structural Backfill
P
�L'.SrLfti 1 inch Drain Rock RETAINING WALL DRAINAGE DETAIL
6200 S.E. 2nd Place
Renton, Washington
i
Drwn. GLS Date 08/01/2012 Proj. No. 2465
Checked BTS Date Aug. 2012 Plate 3
� I
Perforated Rigid Drain Pipe
(Surround with 1" Rock)
NOTES:
•
Do NOT tie roof downspouts
to Footing Drain.
SCHEMATIC ONLY - NOT TO SCALE
•
Surface Seal to consist of
NOTA CONSTRUCTION DRAWING
12" of less permeable, suitable
soil. Slope away from building.
LEGEND:
Surface Seal, native soil or
other low permeability material.
r• r•
r•r•r•r•ra
1 Drain Rock
�`�;'` � �
s
j
ti•ti•ti•ti•
Q
FOOTING DRAIN DETAIL
6200 S.E. 2nd Place
Renton, Washington
i
Drwn, GLS
Date 08/01/2012
Proj. No. 2465
Checked BTS
Date Aug. 2012
Plate 4
APPENDIX A
SUBSURFACE EXPLORATION
ES -2465
The subsurface exploration at the site was conducted by Earth Solutions NW, LLC for the
purpose of analyzing and characterizing the onsite soils. The approximate locations of three
test pits located throughout the subject site are illustrated on Plate 2 of this report. The test pit
logs are provided in this Appendix. The subsurface exploration was completed in July 2012
with a client provided back -hoe and operator. The test pits were excavated to a maximum
depth of 7.5 feet below existing grade.
Logs of the test pit observations by ESNW are presented in this Appendix, The final logs
represent the interpretations of the field logs and the results of laboratory analyses. The
stratification lines on the logs represent the approximate boundaries between soil types. In
actuality, the transitions may be more gradual.
Earth somions NW. LLC
Earth Solutions NWLLC
SOIL CLASSIFICATION CHART
MAJOR DIVISIONS
SYMBOLS
TYPICAL
DESCRIPTIONS
GRAPH
LETTER
GRAVEL
AND
CLEAN
GRAVELS
•��
� 114.
GW
WELL -GRADED GRAVELS, GRAVEL -
FIND MIXTURES. LITTLE OR NO
GRAVELLY
SOILS
(LITTLE OR NO FINES)
o
� Q�,�p
Q Q a Q
GP
POORLY -GRADED GRAVELS,
GRAVEL - SAND MIXTURES, LITTLE
OR NO FINES
COARSE
GRAINED
SOILS
MORE THAN
OF COARSEE
FRACTION
GRAVELS WITH
FINES
a
°� �° °
�' b
O o
rN
IS
SILTY GRAVELS, GRAVEL -SAND-
SILT MIXTURES
CLAYEY GRAVELS, GRAVEL - SAND -
CLAY MIXTURES
RETAINED ON NO.
4 SIEVE
(APPRECIABLE�+�.
AMOUNT OF FINES)
MORE THAN 50%
OF MATERIAL IS
SAND
AND
CLEAN SANDS
SW
WELL -GRADED SANDS, GRAVELLY
SANDS, LITTLE OR NO FINES
LARGER THAN
SANDY
No. 200 SIEVE
SIZE
SOILS
(LITTLE OR NO FINES)
SP
POORLY -GRADED SANDS,
GRAVELLY SAND, LITTLE OR NO
FINES
WITH
FINES
FINES
SI,+I
SILTY SANDS, SAND - SILT
MIXTURES
MORE THAN 50%
OF COARSE
FRACTION
SG.
CLAYEY SANDS, SAND- CLAY
MIXTURES
PASSING ON NO.
4 SIEVE
(APPRECIABLE
AMOUNT OF FINES)
INORGANIC SILTS AND VERY FINE
ML
SANDS, ROCK FLOUR, SILTY OR
CLAYEY FINE SANDS OR CLAYEY
SILTS WITH SLIGHT PLASTICITY
FINEANO
GRAINED
SOILS
SILTS
LIQUID LIMIT
LESS THAN 50
CLAYS
�.L
INORGANIC CLAYS OF LOW TO
MEDIUM PLASTICITY, GRAVELLY
CLAYS, SANDY CLAYS, SILTY
CLAYS, LEAN CLAYS
—=
OL
ORGANIC SILTS AND ORGANIC
SILTY CLAYS OF LOW PLASTICITY
MORE THAN 50%
OF MATERIAL IS
SMALLER THAN
NO. 200 SIEVE
MH
INORGANIC SILTS, MICACEOUS OR
DIATOMACEOUS FINE SAND OR
SILTY SOILS
SIZE
SILTS
AND LIQUID LIMIT
CLAYS GREATER THAN 50
G+I I
INORGANIC CLAYS OF HIGH
PLASTICITY
0
ORGANIC CLAYS OF MEDIUM TO
HIGH PLASTICITY, ORGANIC SILTS
HIGHLY ORGANIC SOILS
PT
PEAT, HUMUS, SWAMP SOILS WITH
HIGH ORGANIC CONTENTS
DUAL SYMBOLS are used to indicate borderline Soil Classifications.
The discussion in the text of this report is necessary for a proper understanding of the nature
of the material presented in the attached logs_
Farth Solutions NW
1805 136th Place N.E , Suite 201
Bellevue, Washington 96005
Telephone: 425-284-3300
TEST PIT NUMBER TP -1
PAGE 1 OF 1
CLIENT PacWest Construction; LLC PROJECT NAME 6200 S.E. 2nd.Place
PROJECT NUMBER 2465 PROJECT LOCATION Renton, Washington
DATE STARTED 7119112 COMPLETED 7119112 GROUND ELEVATION TEST PIT SIZE
EXCAVATION CONTRACTOR Client Provided GROUNDWATER LEVELS:
EXCAVATION METHOD AT TIME OF EXCAVATION - ...... ,
LOGGED BY BTS CHECKED BY BTS AT END OF EXCAVATION _ ............ .........
NOTES Depth of Topsoil & Sod 6"-8": bramble bushes .... AFTER EXCAVATION
Lu
Lu m € TESTS v a Q MATERIAL DESCRIPTION
z € L7
0
i Brown silty SAND with gravel, Loose to medium dense, moist (Native Weathered Tilt}
MC = 18.40%
j Fines = 16.40%
SM
I
MC = 14.50%
5
i
EE€{
MC = 10.30°r6
-oxide staining
-moist to wet toward contact
-becomes gray, dense, moist, unweathered till
-increased medium to fine sand and decreased fines content, light seepage at 4'
-becomes very dense
75 ................
Test pit terminated at 7.5 feet below, existing grade. Groundwater seepage encountered at 4.0
feet during excavation.
Bottom of test pit at 7.5 feet.
Earth Solutions NW TEST PIT NUMBER TP-2
1805 136th Place N.E., Suite 201 PAGE 1 OF 1
NOWBellevue, Washington 98005
Telephone: 425-284-3340
CLIENT PacWest Construction. LLC PROJECT NAME 6200 S.E. 2nd Place
PROJECT NUMBER 2465 PROJECT LOCATION Renton; Washington
.. ... ... ..... ....... .
DATE STARTED 7119112 COMPLETED 7119112 GROUND ELEVATION TEST PIT SIZE
EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS:
EXCAVATION METHODAT TIME OF EXCAVATION---....
LOGGED BY BTS CHECKED BY BTS AT END OF EXCAVATION ---
NOTES Depth of Topsoil & Sod 8"-10 bramble bushes AFTER EXCAVATION ---
Lu
} W
C�
d W m
_J
TESTS
° Q
MATERIAL DESCRIPTION
�
cn
Q 2 z
C
a
� va
Q '
i
i
E
�
Brown to red silty SAND with gravel, loose, moist (Native Weathered Till}
t
I
MC = 15.30%
F
i�
j = i
-becomes medium dense
9
!
-mottled texture
SM
-becomes gray, dense, unweathered till
MC = 17.40%
5
E
�
E
i
3
-becomes very dense
MC = 13.90%
17C
j
Test pit terminated at 7.0 feet below existing grade. No groundwater encountered during
i
excavation.
I
11
E E
I
I
�
3
3
j
I
I
I
Bottom of test pit at 7.0 feet.
EE
j
IE
i
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3
i
i
i
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3
I
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3
I
I
Earth Solutions NW TEST PIT NUMBER TP -3
1805 136th Place N.E., Suite 201 PAGE 1 OF 1
Bellevue, Washington 98005
Telephone: 425-284-3300
CLIENT PacWest Construction, LI-CPROJECT NAME 62D0_S.E. 2nd Place_._........
. ......
PROJECT NUMBER 2465 PROJECT LOCATION Renton, Washington
DATE STARTED 7119/12 COMPLETED 7!13112 GROUND ELEVATION TEST PIT SIZE
EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS:
EXCAVATION METHOD AT TIME OF EXCAVATION
LOGGED BY BY BTS CHECKED BY BTS AT END OF EXCAVATION ---
NOTES [Depth of Topsoil & Sod 6"-8": Grass I bramble bushes AFTER EXCAVATION —
Lu I
0-
r
LU fJ] i i
a ' TESTS O M Q MATERIAL DESCRIPTION
Lu
d
N
5
MC = 19.00%
SM
Brownish red silty SAND with gravel and cobbles, loose to medium dense, moist
Weathered Till]
-becomes gray, dense, unweathered till
I
-becomes very dense
MC = 15.80%
70 ....... ....... ..
Test pit terminated at 7.0 feet below existing grade. No groundwater encountered during
excavation.
I Bottom of test pit at 7.0 feet.
APPENDIX B
LABORATORY TEST RESULTS
ES -246§
Earth Solutions NW, LLC
Earth Solutions NDN
1805 - 136th Place N.E., Suite 209
Bellevue, WA 98005
Te leph one: 425-284-3300
CLIENT Pacwest Construction LLC
PROJECT NUMBER ES -2465
U.S SIEVE OPENING IN INCHES
GRAIN SIZE DISTRIBUTION I
PROJECT NAME 6200 SE 2nd Place
PROJECT LOCATION Renton
U S. SIEVE NUMBERS HYDROMETER
GRAIN SIZE iN MILLIMETERS
01
COBBLES.....
GRAVEL SAND
,...
SILT OR CLAY
coarse fine coarse € medium fine
II
70
LL
..................
PIL Pi Cc Cu
Y : I TP -1 2.5ft
j.... ..-�..�......... __. _...... ..
Y_
Brown silty SAND withgravel..,.-, SM
.. .. ............. _ -., .. ..... .. _-.-....._., ., .,. .. ......_
m......
f
... ........ ..
€
3
Specimen Identification .
D 1 0 0 D60 D30 D10 %Gravel
1
%Sand °/flsilt %clay
_.....
' TP -1 2 5ft.
_ .._ _ _..
37.5 19.123 0.233 ! 47.5
35
i
- -f- ... _
:....... . .. f..
d. _
..............
,
i -
s ;
t
E€€
I a
50
r
15
I
1 I
' €
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3
'
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10
1
D.1
0.01 D.0
GRAIN SIZE iN MILLIMETERS
01
COBBLES.....
GRAVEL SAND
,...
SILT OR CLAY
coarse fine coarse € medium fine
..
Specimen Identification ;
.
_- _ Classification
LL
..................
PIL Pi Cc Cu
Y : I TP -1 2.5ft
j.... ..-�..�......... __. _...... ..
Y_
Brown silty SAND withgravel..,.-, SM
.. .. ............. _ -., .. ..... .. _-.-....._., ., .,. .. ......_
m......
f
... ........ ..
€
3
Specimen Identification .
D 1 0 0 D60 D30 D10 %Gravel
1
%Sand °/flsilt %clay
_.....
' TP -1 2 5ft.
_ .._ _ _..
37.5 19.123 0.233 ! 47.5
36.1 16.4........
Y
�
1 3
_... ..., ., ..... i .. __- _
...... ., _. �.., ..
-----------
n
_. ........ ..... .. .._.._
REPORT DISTRIBUTION
ES -2465
EMAIL ONLY Pacwest Construction, LLC
4118-96 1h Avenue Southeast
Mercer Island, Washington 98040
Attention: Mr, Vann Lanz
Earth Solutions NW, LLC
' T T
■
' Consulting, Inc.
SUPVEY - CIVIL - STRUCTURAL
22525 SE 54T" PL, STE 252
ISSACLIAH, WA 98027
RH: (425) 637-6083
Fx: (425) 1337-4583
—1t.y Of
�'+'arir)ir� Renton
._)r,�isror�
1r� bg f_'rlC l
Highlands Park Short Plat
6200 SE 2nd PI, Renton, Washington
Storm Drainage Design
PRELIMINARY
Technical Information Report &
Leel 1 Analysis
MXP Project No_ 12-024
Prepared by: Mark X. Plog, P.E.
For:
Vann Lanz
11610 80th Ave NE
Kirkland, WA
Revisions:
Date
Description
6-15-12
Ready for Submittal
Highlands Park Short Plat - Preliminary TIR Page 1 of 21
6/18/2012
' CConsulting, Inc.
SURVEY - CIVIL - STRUCTURAL
Table of Contents
Section 1 — Project Overview
Section 2 — Conditions and Requirements Summary
Section 3 — Off-site Analysis
22525 SE 64" RL, STE 252
ISSAPUAH, WA 9B027
PH: (425) B37 -80B3
Fx: (425) 837-05B3
Section 4 — Flow Control and Water Quality Facility Analysis and Design
Section 5 — Conveyance System Analysis and Design
Section 6 — Special Reports and Studies
Section 7 — Other Permits
Section 8 — ESC Analysis and Design
Section 9 — Bond Quantities
Section 10 — Operations and Maintenance Manual
Figure 1
TIR Worksheet
Figure 2
Vicinity Map
Figure 3
NRCS Soils Map
Figure 4
Existing Site Conditions
Figure 5
Developed Site Conditions
Figure 6
Contributing Basin Map & Existing Conditions
Highlands Park Short Plat - Preliminary TIR Page 2 of 21
6118/2012
FIGURE 1 - TECHNICAL INFORMATION REPORT
Project Owner: Vann Lanz
Address 4118 96`x' Ave SE, Mercer Island, WA 98040
Contact Telephone 206-499-1277
Project Engineer: Mark X. Plog, PE
r Subdivision
f✓ short Plat
F%O- Grading
r Commercial
Other
CConsulting, Inc.
.r�.e GNY - 9��aiCML
Project Name: Highlands Park Short Plat
Location: 6240 SE 2n6 Pl, Renton, WA
Township: 23N
Range: 05E
Section: NW '/, 14
i— DFW HPA
F COE 404
F DOE Darya Safety
F FEMA Floodplain
F COE Wetlands
PARTS
r River
r Stream
r Critical Stream Reach
r Depressions/Swales
r Lake
r Steep Slopes
r Floodplain
----------------------
r Wetlands Category 11 buffer
r Seeps/Spring
r High Groundwater Table
r Groundwater Recharge
r Other
Shoreline M anagement
F Rockery
r Structural Vaults
r Other
7AldSoil Type Slopes Erosion Potential Erosive Velocities
erwood 6-15% slight 3 FPS
F Additional Sheets Attached
Highlands Park Short Plat– Preliminary TIR Page 3 of 21
6/18/2012
CConsulting, Inc.
unvCr �rK e�r.ucTN4
FIGURE 1 - TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
REFERENCE
E/1
E-- Downstream
r Additional Sheets Attached
MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION
r Sedimentation Facilities
r Stabilized Construction Entrance
WO Perimeter Runoff Control
W Clearing & Grading Restrictions
Wo Cover Practices
WO Construction Sequence
F- Other
LIMITATION/SITE CONSTRAINT
MINIMUM ESC REQUIREMENTS
AFTER CONSTRUCTION
IV Stabilize Exposed Surface
IO Remove and Restore Temporary ESC Facilities
r Clean and Remove All Silt & Debris
P Ensure Operation of Permanent Facilities
Flag Limits of SAO and Open Space Preservation Areas
r Other
r Cast in Place Vault r Drainagp Easement
r Retaining Wall r Access Easement
r Rockery > 4' Hio r Native Growth Protection Easernent
r Structural on Steep Slope r Tract
r Retaining Wall r Other
I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this
worksheet and the attachments. To the best of my knowledge the information provided here is accurate.
Highlands Park Short Plat — Preliminary TIR Page 4 of 21
6/1812012
PART 11) SURFACE TER
r Grass Lined Channel r Tank
r Infiltration
P Pipe System r Vault
r Depression Method of Analysis:
Open Channel r Energy Dissipater
r Flow Dispersal KCRTS
r Dry Pond r Wetland
r Waiver
Wet Pond r Stream
r Regional Detention
Brief Description of System Operation: Surface flow will be collected in a series of catch basins in the right of way and pipe
then conveyed to an existing downstream system.
Facility Related Site Limitations
Reference Facility
Limitation
r Cast in Place Vault r Drainagp Easement
r Retaining Wall r Access Easement
r Rockery > 4' Hio r Native Growth Protection Easernent
r Structural on Steep Slope r Tract
r Retaining Wall r Other
I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this
worksheet and the attachments. To the best of my knowledge the information provided here is accurate.
Highlands Park Short Plat — Preliminary TIR Page 4 of 21
6/1812012
1 {' Consulting, Inc.
Section 1 — Project Overview
The Highlands Park Short Plat consists of subdividing one single family lot into three single-family lots all with
direct access onto SE 2nd PI. The existing parcel (#142305-9117) is approximately 43,118 square feet (0.989
acres) in size and contains an existing house and driveway all of which will remain. Please refer to Figure 4,
Existing Conditions_ The site is considered rolling with relatively gentle slopes (less than 15%). The parcel is
zoned R4 (4du/ac) and is located in the NW Quarter of Section 14, Township 23 N, Range 5 E, W.M. King
County, Washington. The project site is shown in the vicinity map below.
A/
9129
NE 1st st NE 1 s1 St
e
D
q
4 �
$11$
5E 2nd St
UJ SE 2nd St
m 6201
� N
U
c
n
a Proiect Site
z;
v,
6200 6220
SE 2nd PI SE 2nd PI
Figure 2 — Vicinity Map
Highlands Park Short Plat — Preliminary TIR
6/18/2012
r
CD
C.
M
K
m
i5&Dp
SE 2nd PI
15952
Sr 137th Pi SE 3rd P1
Page 5 of 21
m
Si D6
to
r�
M
LL
N
rn N
2
g
SE 137th St
q
m
,N
6118
g
SE 3rd PI
(n
M
Figure 2 — Vicinity Map
Highlands Park Short Plat — Preliminary TIR
6/18/2012
r
CD
C.
M
K
m
i5&Dp
SE 2nd PI
15952
Sr 137th Pi SE 3rd P1
Page 5 of 21
C
Consulting, Inc.
- C.— smut__
The Existing soils on the site are mapped by the MRCS as being type AgC — Alderwood Gravelly Sandy Loam.
Please refer to Figure 3, MRCS Soils Map below. The hydrologic Group of AgC is Till for surfacewater
modeling purposes.
Figure 3 — NRCS Soil Map
Section 2 — Conditions and Requirements Summary
The following summary describes how this project will meet the eight "Core Requirements" and the "Special
Requirements" that apply:
Core Requirements
1. Discharge at the natural location: This site currently sheet flows to the south and collects in a
roadside ditch. From this ditch, surface water is conveyed to the west and into a tightline conveyance
system. The proposed drainage system for this project will continue to collect surface flow and then
convey it in a new piped system and discharge to the same location. Discharge is proposed at the
natural location.
2. Off-site Analysis: A Level 1 off-site analysis was completed for this project and is included in Section
3 of this Technical Information Report. No significant downstream drainage problems were found.
Highlands Park Short Plat — Preliminary TIR Page 6 of 21
6/18/2012
! ' Consulting, Inc.
3. Flow control: This site is in a Flow Control Duration Standard Area (forested conditions). Per the
exceptions on page 1-36 of the Renton Stormwater Manual, the proposed project creates an increase in
the 100 year peak flow of less than 0.1 cfs and therefore is exempt from the requirement for additional
flow control facilities. Flow control BMP's per Appendix C will be provided. See the following
calculations for flows and sizing credit application.
4. Conveyance system: Flows will be conveyed using catch basins and tight line culverts.
5. Erosion and sedimentation control: A Temporary Erosion and Sedimentation Control plan, notes and
details are included in this engineering submittal.
6. Maintenance and Operations: The smaller diameter storm drainage collection system to be installed
on the proposed lots will be privately owned and maintained. The remainder of the stormwater
collection, conveyance and treatment facilities will be owned and operated by the City of Renton.
Special maintenance and operation is not required.
7. Financial guarantees and liability: The owner/contractor will be required to post construction
performance and one year maintenance bonds for the proposed roadway and utility work associated
with this short plat. A bond quantities spreadsheet for the proposed development will be prepared as
required upon Renton approval of the engineering plans for construction.
8. Water Quality: The new impervious surface subject to vehicular traffic (PGIS) is less than 5,000 square
feet for this project. As a result, the project will not be providing water quality treatment.
Special Requirements
1. Other adopted area -specific requirements: Not applicable.
2. Flood plain/Floodway delineation: Not applicable.
3. Flood protection facilities: Not applicable.
4. Source controls: Not applicable.
5. Oil Control: Not applicable.
6. Aquifer Protection Area: Not applicable.
Highlands Park Short Plat — Preliminary TIR Page 7 of 21
611 612 0 1 2
1 t' Consulting, Inc.
Section 3 — Off-site Analysis
This Level 1 Downstream Analysis is submitted as required by Core Requirement #2, Section 1.22, of the 2009
KCSWDM and Renton SWDM. Core Requirement #2 requires a qualitative analysis of upstream and
downstream drainage conditions with an initial project submittal.
Task 1: Study Area Definition and Maps:
See Section -1 Project Overview of this report for a detailed Study Area Definition.
Task 2: Resource Review:
A sensitive areas review shows no critical areas on or near the project site. There were a few official drainage
complaint records on file with King County. None of the complaints within '/ mile of the property were
downstream from the subject property. Below is a map depicting Drainage Complaints within '/4 mile property.
114 Mile Area
dr
0
'V
Highlands Park Short Plat - Preliminary TIR
6/18/2012
Page 8 of 21
4
CConsulting. Inc.
The other drainage complaints within '/4 mile were not in the drainage path or were upstream of the facility with
no downstream impact.
Task 3: Field Inspection:
A field observation of the site and '/4 mile downstream analysis were performed on March 11, 2011. The
weather was overcast. Field observations are noted under Task 4.
Task 4: Drainage System Description and Problem Descriptions:
Upstream:
There are no upstream drainage conditions, because all surrounding subdivisions have been graded to drain
away from the site or the discharge from those developments is conveyed via tight line around this site. The
undeveloped property to the east possibly discharges some sheet flow towards this site at the northeast corner
but the flow path is heavily vegetated and there was no evidence of any flow.
Downstream:
The downstream drainage system is shown in the following photos and descriptions:
Highlands Park Short Plat - Preliminary TIR Page 9 of 21
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Consulting, Inc.
Highlands Park Short Plat - Preliminary TIR Page 10 of 21
6/1812012
Consulting, Inc.
Highlands Park Short Plat — Preliminary TIR Page 11 of 21
611 812 0 1 2
Consulting, Inc.
Highlands Park Short Plat — Preliminary TIR Page 12 of 21
6/18/2012
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The drainage path, as described and photographed, appears to have adequate capacity and no current
problems were observed during our field investigation.
Task 5 — Mitigation of Existing or Potential Problems:
None required.
Highlands Park Short Plat— PreliminaryTIR Page 13 of 21
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Consulting, Inc.
Section 4 — Proposed Site Conditions and Design Parameters
Flow Control Analysis and Design
Existing Condition (2009 KCSWDM):
Site Area: 43,100 SF
Adjacent Offsite Included in Project Area: 7,241 SF
Total Project Design Area: 50,341 SF = 1.15 acres of Till Forest
Figures provided in the 2009 KCSWDM and KCRTS manual were used to determine project location and scale
factor parameters. Rainfall Type = SeaTac 1.0, Soil Type = Type C (AgD, Till)
Highlands Park Short Plat - Preliminary TIR Page 14 of 21
6/1$12012
Arta
Till Forest 1.15 acres
Till Pasture 0.00 acres
Till Grass 0.00 acres'
Outwash Forest 0.00 acres
Outwash Pasture 0.00 acres
I
Outwash Grass 0.00 acres:
Wetland 0.00 acres
Impervious) 0.00 acres!
I�TWaI-
7.15 acres)
Scale Factor: 1.00 Hourly Reduced
�t
Time Series:'.dev
I»I
« Compute Time Series
Modify User Input
File for computed Time Series I.TSFI
Flow Frequency Analysis
Time Series File:predev.tsf
Project Location:Sea-Tac
---Annual Peak Flow Rates---
-----Flow
Frequency
Analysis -------
Flow Rate Rank Time of Peak
- Peaks
- - Rank
Return
Prob
(CFS)
(CFS)
Period
0.073 2 2/09/01 18:00
0.093
1
100.00
0.990
0.020 7 1/06/02 3:00
0.073
2
25.00
0.960
0.054 4 2/28/03 3:00
0.056
3
10.00
0.900
0.002 8 3/24/04 20:00
0.054
4
5.00
0.800
0.032 6 1/05/05 8:00
0.047
5
3.00
0.667
0.056 3 1/18/06 21:00
0.032
6
2.00
0.500
0.047 5 11/24/06 4:00
0.020
7
1.30
0.231
0.093 1 1/09/08 9:00
0.002
8
1.10
0.091
Computed Peaks
0.086
50.00
0.980
Highlands Park Short Plat - Preliminary TIR Page 14 of 21
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1 1' Consulting, Inc.
Developed Site Conditions:
The developed site conditions include the three lots with an assumed impervious coverage (35%) based on the
allowable coverage per the zoning for lots 2 & 3 and the existing impervious for Lot 1. Limited infiltration will be
used in order to receive the facility sizing credits.
Lots:
Lot 1:
Lot 2:
Lot 3:
Totals:
Existing Impervious: 5,402 SF
0.35 x 11,000 SF = 3,850 SF
0.35 x 10,998 SF = 3,849 SF
Impervious: 13,101 SF (0.301 Acres)
Pervious: 29,999 SF (0.689 Acres)
Modeled as:
Modeled as 0.150 Acres Impervious & 0.840 pervious (till grass)
Area within ROW:
Pervious: 3,016 SF / 0.069 Acres (till grass)
Impervious: 4,225 SF 10.097 Acres
Totals:
Pervious (Till Grass) = 0.91 Acres
Impervious = 0.24 Acres
Total = 1.15 Acres
uwii user
Till Forest 0.00 acres
Till Pastured 0.00 acres
Till Grass 0.91 acres
Outwash Forest 0.00 acres
outwash Pasture; 0.110 acres
outwash Grass' 0.00 acres
Wetland. 0.00 aces
Impervious: 0.21 acres
r Total
1.15 aces
Stole Factor: 1.00 Hourly Reduced
Time Series: I 7>4
Compute Time Series
Modity User Input
File for computed Time Series [.TSF]
Flow Frequency Analysis
Time Series File:dev.tsf
Project Location:Sea-Tac
Highlands Park Short Plat - Preliminary TIR Page 15 of 21
6118/2012
1 i' Consulting, Inc.
---Annual
Peak
Flow Rates---
-----Flow
Frequency
Analysis -------
Facility
Flow Rate
Rank
Time of
Peak
- - Peaks
- - Rank
Return
Prob
(CFS)
Facility
{CFS)
1400.
Period
0.145
4
2/09/01
2:00
0.315
1
100.00
0.990
0.098
7
1/05/02
16:00
0.178
2
25.00
0.960
0.178
2
2/27/03
7:00
0.151
3
10.00
0.900
0.084
8
8/26/04
2:00
0.145
4
5.00
0.800
0.106
6
10/28/04
16:00
0.140
5
3.00
0.667
0.151
3
1/18/06
16:00
0.106
6
2.00
0.500
0.140
5
11/24/06
3:00
0.098
7
1.30
0.231
0.315
1
1/09/08
6:00
0.084
8
1.10
0.091
Computed Peaks
4.0
0.269
Notch Weir:
50.00
0.980
Retention/Detention Facility
Type
of Facility:
Detention
Vault
Facility
Length:
70.00
ft
Facility
Width:
20.00
ft
Facility
Area:
1400.
sq. ft
Effective Storage
Depth:
6.00
ft
Stage
0 Elevation:
0.00
ft
Storage
Volume:
8400.
cu. ft
Riser Head:
6.00
ft
Riser
Diameter:
12.00
inches
Number
of orifices:
2
Full Head
Pipe
Orifice #
Height
Diameter
Discharge
Diameter
(ft)
(in)
(CFS)
(in)
1
0.00
0.54
0.019
2
4.25
1.08
0.042
4.0
Top
Notch Weir:
None
Outflow Rating
Curve:
None
Stage
Elevation
Storage
Discharge
Percolation
(ft)
(ft) (cu.
ft) (ac
-ft)
(cfs)
(cfs)
0.00
0.00
0.
0.000
0.000
0.00
0.01
0.01
14.
0.000
0.001
0.00
0.02
0.02
28.
0.001
0.001
0.00
0.03
0.03
42.
0.001
0.001
0.00
0.04
0.04
56.
0.001
0.002
0.00
0.05
0.05
70.
0.002
0.002
0.00
0.15
0.15
210.
0.005
0.003
0.00
0.25
0.25
350.
0.008
0.004
0.00
0.35
0.35
490.
0.01.1
0.005
0.00
0.45
0.45
630.
0.014
0.005
0.00
0.55
0.55
770.
0.018
0.006
0.00
0.65
0.65
910.
0.021
0.006
0.00
0.75
0.75
1050.
0.024
0.007
0.00
0.85
0.85
1190.
0.027
0.007
0.00
0.95
0.95
1330.
0.031
0.008
0.00
1.05
1.05
1470.
0.039
0.008
0.00
1.15
1.15
1610.
0.037
0.008
0.00
1.25
1.25
1750.
0.040
0.009
0.00
1.35
1.35
1890.
0.043
0.009
0.00
1.45
1.45
2030.
0.047
0.010
0.00
Highlands Park Short Plat - Preliminary TIR Page 16 of 21
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1.55
1.55
2170.
0.050
0.010
0.00
1.65
1.65
2310.
0.053
0.010
0.00
1.75
1.75
2450.
0.056
0.010
0.00
1.85
1.85
2590.
0.059
0.011
0.00
1.95
1.95
2730.
0.063
0.011
0.00
2.05
2.05
2870.
0.066
0.011
0.00
2.15
2.15
3010.
0.069
0.012
0.00
2.25
2.25
3150.
0.072
0.012
0.00
2.35
2.35
3290.
0.076
0.012
0.00
2.45
2.45
3430.
0.079
0.012
0.00
2.54
2.54
3556.
0.082
0.013
0.00
2.64
2.64
3696.
0.085
0.013
0.00
2.74
2.74
3836.
0.088
0.013
0.00
2.84
2.84
3976.
0.091
0.013
0.00
2.94
2.94
4116.
0.094
0.014
0.00
3.04
3.04
4256.
0.098
0.014
0.00
3.14
3.14
4396.
0.101
0.014
0.00
3.24
3.24
4536.
0.104
0.014
0.00
3.34
3.34
4676.
0.107
0.014
0.00
3.44
3.44
4816.
0.111
0.015
0.00
3.54
3.54
4956.
0.114
0.015
0.00
3.64
3.64
5096.
0.117
0.015
0.00
3.74
3.74
5236,
0.120
0.015
0.00
3.84
3.84
5376.
0.123
0.016
0.00
3.94
3.94
5516,
0.127
0.016
0.00
4.04
4.04
5656.
0.130
0.016
0.00
4.14
4.14
5796,
0.133
0.016
0.00
4.24
4.24
5936.
0.136
0.016
0.00
4.25
4.25
5950.
0.137
0.016
0.00
4.26
4.26
5964.
0.137
0.017
0.00
4.27
4.27
5978,
0.137
0.017
0.00
4.28
4.28
5992.
0.138
0.019
0.00
4.30
4.30
6020.
0.138
0.020
0.00
4.31
4.31
6034.
0.139
0.022
0.00
4.32
4.32
6048.
0.139
0.025
0.00
4.33
4.33
6062.
0.139
0.025
0.00
4.34
4.34
6076.
0.139
0.026
0.00
4.44
4.44
6216.
0.143
0.030
0.00
4.54
4.54
6356.
0.146
0.034
0.00
4.64
4.64
6496.
0.149
0.037
0.00
4.74
4.74
6636,
0.152
0.039
0.00
4.84
4.84
6776.
0.156
0.042
0.00
4.94
4.94
6916.
0.159
0.044
0.00
5.04
5.04
7056.
0.162
0.046
0.00
5.14
5.14
7196.
0.165
0.048
0.00
5.24
5.24
7336.
0.1.68
0.050
0.00
5.34
5.34
7476.
0.172
0.051
0.00
5.44
5.44
7616.
0.175
0.053
0.00
5.54
5.54
7756.
0.178
0.055
0.00
5.64
5.64
7896.
0.181
0.056
0.00
5.74
5.74
8036.
0.184
0.058
0.00
5.84
5.84
8176.
0.186
0.059
0.00
5.94
5.94
8316.
0.191
0.060
0.00
6.00
6.00
8400.
0.193
0.061
0.00
6.10
6.10
8540.
0.196
0.371
0.00
6.20
6.20
8680.
0.199
0.935
0.00
6.30
6.30
8820.
0.202
1.670
0.00
Highlands Park Short Plat
- Preliminary TIR
Page 17 of 21
6/18/2012
CConsulting, Inc.
------------------------------------
Route Time Series through Facility
Inflow Time Series File:dev.tsf
Outflow Time Series File:rdout
Inflow/Outflow Analysis
Peak Inflow Discharge: 0.306 CFS at
Peak Outflow Discharge: 0.249 CFS at
Peak Reservoir Stage: 6.06 Ft
Peak Reservoir Elev: 6.06 Ft
Peak Reservoir Storage: 8485. Cu -Ft
0.195 Ac -Ft
6:00 on Jan 9 in Year 8
9:00 on Jan 9 in Year 8
Flow Duration
6.40
6.40
Cutoff
8960.
0.206
2.460
0.00
6.50
6.50
%
9100.
0.209
2.740
0.00
38597
6.60
6.60
37.056
9240.
0.212
3.000
0.00
71.341
6.70
6.70
0.005
9380.
0.215
3.230
0.00
0.217E+00
6.80
6.80
7.666
9520.
0.219
3.450
0.00
3404
6.90
6.90
8.467
9660.
0.222
3.660
0.00
93.154
7.00
7.00
0.012
9800.
0.225
3.860
0.00
0.404E-01
7.10
7.10
1.522
9940.
0.228
4.040
0.00
811
7.20
7.20
1.199
10080.
0.231
4.220
0.00
99.477
7.30
7.30
0.019
10220.
0.235
4.390
0.00
0.501E-02
7.40
7.40
0.046
10360.
0.238
4.550
0.00
8
7.50
7.50
0.442
10500.
0.241
4.710
0.00
7.60
7.60
10640.
0.244
4.860
0.00
7.70
7.70
10780.
0.247
5.010
0.00
7.80
7.80
10920.
0.251
5.160
0.00
Hyd
Inflow
Outflow
Peak
Storage
Target
Calc
Stage
Elev
(Cu -Ft)
(Ac -Ft)
1
0.31
0.09
0.25
6.06
6.06
8485.
0.195
2
0.14
*******
0.06
6.00
6.00
8400.
0.193
3
0.17
*******
0.05
5.11
5.11
7153.
0.164
4
0.13
*******
0.04
4.88
4.88
6838.
0.157
5
0.15
*******
0.03
4.55
4.55
6369.
0.146
6
0.08
*******
0.02
4.22
4.22
5902.
0.135
7
0.09
*******
0.01
3.12
3.12
4369.
0.100
8
0.08
*******
0.01
1.06
1.06
1483.
0.034
------------------------------------
Route Time Series through Facility
Inflow Time Series File:dev.tsf
Outflow Time Series File:rdout
Inflow/Outflow Analysis
Peak Inflow Discharge: 0.306 CFS at
Peak Outflow Discharge: 0.249 CFS at
Peak Reservoir Stage: 6.06 Ft
Peak Reservoir Elev: 6.06 Ft
Peak Reservoir Storage: 8485. Cu -Ft
0.195 Ac -Ft
6:00 on Jan 9 in Year 8
9:00 on Jan 9 in Year 8
Flow Duration
from Time Series File:rdcut.tsf
Cutoff
Count.
Frequency
CDF
Exceedence_Probability
CFS
%
o
0.001
38597
62.944
62.944
37.056
0.371E+00
0.003
5149
8.397
71.341
28.659
0.287E+00
0.005
4277
6.975
78.315
21.685
0.217E+00
0.006
4701
7.666
85.982
14.018
0.140E+00
0.008
3404
5.551
91.533
8.467
0.847E-01
0.010
994
1.621
93.154
6.846
0.685E-01
0.012
1719
2.803
95.957
4.043
0.404E-01
0.014
933
1.522
97.479
2.521
0.252E-01
0.015
811
1.323
98.801
1.199
0.120E-01
0.017
414
0.675
99.477
0.523
0.523E-02
0.019
14
0.023
99.499
0.501
0.501E-02
0.021
28
0.046
99.545
0.455
0.455E-02
0.023
8
0.013
99.558
0.442
0.442E-02
Highlands Park Short Plat - Preliminary T1R
6/1$/2012
Page 18 of 21
0.024
6
0.010
0.026
24
0.039
0.028
30
0.049
0.030
21
0.034
0.031
14
0.023
0.033
14
0.023
0.035
24
0.039
0.037
11
0.018
0.039
18
0.029
0.040
17
0.028
0.042
14
0.023
0.044
16
0.026
0.046
9
0.015
0.048
11
0.018
0.049
3
0.005
0.051
3
0.005
0.053
3
0.005
0.055
2
0.003
0.057
11
0.018
0.058
6
0.010
0.060
6
0.010
0.062
7
0.011
A -"r KCRIS
99.568
0.432
0.432E-02
99.607
0.393
0.393E-02
99.656
0.344
0.344E-02
99.690
0.310
0.310E-02
99.713
0.287
0.287E-02
99.736
0.264
0.264E-02
99.775
0.225
0.225E-02
99.793
0.207
0.207E-02
99.822
0.178
0.178E-02
99.850
0.150
0.150E-02
99.873
0.127
0.127E-02
99.899
0.101
0.101E-02
99.91.4
0.086
0.864E-03
99.932
0.068
0.685E-03
99.936
0.064
0.636E-03
99.941
0.059
0.587E-03
99.946
0.054
0.538E-03
99.949
0.051
0.506E-03
99.967
0.033
0.326E-03
99.977
0.023
0.228E-03
99.987
0.013
0.130E-03
99.998
0.002
0.163E-04
4 ' Consulting, Inc.
M
■IMI
P
ni iu .iu w iu
ProbWihty Eneedence
Duration Comparison Anaylsis
Base File: predev.tsf
New File: rdout.tsf
Cutoff Units: Discharge in CFS
-----Fraction of Time ----- ---------Check of Tolerance -------
Cutoff Base New %Change Probability Base New %Change
0.020 1 0.64E-02 0.46E-02 -27.5 1 0.64E-02 0.020 0.016 -19.7
0.024 I 0.50E-02 0.43E-02 -13.6 j 0.50E-02 0.024 0.019 -22.1
Highlands Park Short Plat - Preliminary T1R Page 19 of 21
6/18/2012
R 1 `Consulting, Inc.
0.028 0.39E-02 0.34E-02 -13.7 1 0.39E-02 0.028 0.026 -6.8
0.032 1 0.30E-02 0.28E-02 -9.1 0.30E-02 0.032 0.030 -6.7
0.036 1 0.24E-02 0.21E-02 -11.6 1 0.24E-02 0.036 0.034 -5.6
0.040 1 0.18E-02 0.15E-02 -13.0 1 0.18E-02 0.040 0.039 -3.6
0.044 1 0.12E-02 0.99E-03 -19.7 1 0.12E-02 0.044 0.042 -4.1
0.048 1 0.78E-03 0.67E-03 -14.6 1 0.78E-03 0.048 0.047 -2.9
0.052 1 0.52E-03 0.59E-03 3.1 1 0.52E-03 0.052 0.054 3.1
0.056 ! 0.29E-03 0.34E-03 16.7 1 0.29E-03 0.056 0.057 1.0
0.060 1 0.18E-03 0.98E-04 -45.5 1 0.18E-03 0.060 0.059 -1.9
0.065 0.15E-03 0.16E-04 -88.9 0.15E-03 0.065 0.060 -7.3
0.069 0.82E-04 0.00E+00 -100.0 0.82E-04 0.069 0.061 -11.4
0.073 1 0.16E-04 0.00E+00 -100.0 1 0.16E-04 0.073 0.065 -11.0
Maximum positive excursion - 0.003 cfs ( 5.3%)
occurring at 0.053 cfs on the Base Data:predev.tsf
and at 0.056 cfs on the New Data:rdout.tsf
Maximum negative excursion - 0.006 cfs (-27.09.)
occurring at 0.022 cfs on the Base Data:predev.tsf
and at 0.016 cfs on the New Data:rdout.tsf
Water Quality Analysis and Design
New PCIS is 4,225 SF , 5,000 SF- Water quality facilities are not required.
Highlands Park Short Plat - Preliminary TIR Page 20 of 21
6/18/2012
1 1' Consulting, Inc.
Section 5 - Conveyance System Analysis and Design
To be completed with final engineering.
Section 6 - Special Reports and Studies
We are not aware of any Special Reports or Studies associated with the property proposed to be subdivided or
in the near vicinity.
Section 7 - Other Permits
None
Section 8 - ESC Analysis and Design
To be completed with final engineering.
Section 9 - Financial Guarantees
To be completed with final engineering.
Section 10 - Operations and Maintenance Manual
To be completed with final engineering.
Highlands Park Short Plat - Preliminary TIR Page 21 of 21
6/18/2012
First American Title
1. (WA) Subdivision Guarantee
Form No. 14
Subdivision Guarantee
Guarantee No.: 4209-1962700
GUARANTEE
Issued by
C�'ty Of Remo�nt"Ili'r� i.?�Vi51Q�n
First American Title Insurance Company
818 Stewart St, Ste 800, Seattle, WA 98101
Title Officer: Curtis Goodman
Phone: (206)728-0400
FAX
First American Title
Form No. 14
Subdivision Guarantee (4-10-75)
4
FirstAmierican
SUBDIVISION GUARANTEE
Guarantee No.: 4209-1962700
Page No.: 1
First American Title insurance Company
818 Stewart St, Ste 800
Seattle, WA 98101
Phn -(706)728-0400 (800)826-7718
Fax -
LIABILITY $ 1,000.00 ORDER NO.: 4209-1952.700
FEE $ 350.00 TAX $ 33.25 YOUR REF.:
First American Title Insurance Company
a Corporation, herein called the Company
Subject to the Liability Exclusions and Limitations set forth below and in Schedule A.
GUARANTEES
Vann Lanz
herein called the Assured, against loss not exceeding the liability amount stated above which the Assured
shall sustain by reason of any incorrectness in the assurances set forth in Schedule A.
LIABILITY EXCLUSIONS AND LIMITATIONS
1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of
any matter shown therein.
2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the
Assured because of reliance upon the assurance herein set forth, but in no event shall the
Company's liability exceed the liability amount set forth above.
3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence
as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W.,
and the local regulations and ordinances adopted pursuant to said statute. It is not to be used
as a basis for closing any transaction affecting title to said property.
Dated: September 13, 2012 at 7:30 A.M.
First American Title
Form No. 14
Subdivision Guarantee (4-10-75)
SCHEDULE A
The assurances referred to on the face page are;
A. Title is vested in:
Vann Lanz and Jamie M. Lanz, husband and wife
Guarantee No.: 4209-1962700
Page Nu.: 2
S. That according to the Company's title plant records relative to the following described real
property (including those records maintained and indexed by name), there are no other
documents affecting title to said real property or any porition thereof, other than those shown
below under Record Matters.
The following matters are excluded from the coverage of this Guarantee:
1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the
issuance thereof.
2. Water rights, claims or title to water.
3. Tax Deeds to the State of Washington.
4. Documents pertaining to mineral estates.
DESCRIPTION:
LOT 3 OF KING COUNTY SHORT PIAT NO. 4841.06, A5 RECORDED UNDER RECORDING NO.
8505170617, RECORDS OF KING COUNTY AUDITOR;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
APN: 142305-9117-03
First American Title
Form No. 14 Guarantee No.: 4209-1962700
Subdivision Guarantee (4-10-75) Page No.: 3
RECORD MATTERS:
1. General Taxes for the year 2012. The first half becomes delinquent after April 30th. The second
half becomes delinquent after October 31st.
Tax Account No.:
142305-9117-03
1st Half
Amount Billed:
$
1,810.35
Amount Paid:
$
1,810.35
Amount Due:
$
0.00
Assessed Land Value:
$
157,000.00
Assessed Improvement Value:
$
115,000.00
2nd Half
Amount Billed:
$
1,810.35
Amount Paid:
$
0.00
Amount Due:
$
1,810.35
Assessed Land Value:
$
157,000.00
Assessed Improvement Value:
$
115,000.00
2. Deed of Trust and the terms and conditions thereof.
Grantor/Trustor: Vann Lanz and Jamie M. Lanz, husband and wife
Grantee/ Beneficiary: Wells Fargo Bank, N.A.
Trustee: Northwest Trustee Services LLC
Amount: $150,000.00
Recorded: November 23, 2011
Recording Information: 20111123000382
3. Easement, including terms and provisions contained therein:
Recording Information: 7507170568
In Favor of: Water and sewer mains
For: King County Water District No. 90
4. Easement, including terms and provisions contained therein:
Recorded: March 01, 1985
Recording Information: 8503010803
In Favor Of: Puget Sound Energy, Inc., a Washington corporation
For: Electric transmission and/or distribution system
5. Any and all offers of dedication, conditions, restrictions, easements, fence line/boundary
discrepancies, notes and/or provisions shown or disclosed by Short Plat or Plat King County
Short Plat No. 484106 recorded under recording number 8505170617.
6. The terms and provisions contained in the document entitled "Agreement for Temporary Water
Service"
Recorded: April 21, 1988
Recording No.: 8804210773
First American Title
Form No. 14 Guarantee No.: 4209-1962700
Subdivision Guarantee (4-10-75) Page No.: 4
A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment
or policy. It is furnished solely for the purpose of assisting in locating the premises and First
American expressly disclaims any liability which may result from reliance made upon it.
First American Title
Form No. 14
Subdivision Guarantee (4-14-75)
SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE
Guarantee No.: 4209-1962700
Page No.: 5
1. Except to the extent that specific assurance are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following:
(a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records.
(b) (1) "faxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes
or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the Public
records.
(c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether
or not the matters excluded under (1), (2) or (3) are shown by the public records.
2. Notwithstanding any specific assurances which are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following:
(a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in this Guarantee, or
title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements;
or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description
(b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by
one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial
proceeding which is within the scope and purpose of the assurances provided.
(c) The identity of any party shown or referred to in this Guarantee.
(d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee.
GUARANTEE CONDITIONS AND STIPULATIONS
1. Definition of Terms.
The following terms when used in the Guarantee mean:
(a) the "Assured": the party or parties named as the Assured in this Guarantee, or
on a supplemental writing executed by the Company.
(b) "land": the land described or referred to in this Guarantee, and improvements
affixed thereto which by law constitute real property. The term "land" does not
include any property beyond the lines of the area described or referred to in this
Guarantee, nor any right, title, interest, estate or easement in abutting streets, roads,
avenues, alleys, lanes, ways or waterways.
(C "mortgage°: mortgage, deed of trust, trust deed, or other security instrument.
(d) "public records" : records established under state statutes at Date of
Guarantee for the purpose of imparting constructive notice of matters relating to real
properly to purchasers for value and without knowledge.
(e) "date": the effective date.
2. Notice of Claim to be Given by Assured Claimant.
An Assured shall notify the Company promptly in writing in case knowledge shall
come to an Assured hereunder of any claim of title or interest which is adverse to the
title to the estate or interest, as stated herein, and which might cause loss or damage
for which the Company may he liable by virtue of this Guarantee. If prompt notice
shall not be given to the Company, then all liability of the Company shall terminate
with regard to the matter or matters for which prompt notice is required; provided,
however, that failure to notify the Company shall in no case prejudice the rights of
any Assured under this Guarantee unless the Company shall be prejudiced by the
failure and then only to the extent of the prejudice.
3. No Duty to Defend or Prosecute.
The Company shall have no duty to defend or prosecute any action or proceeding to
which the Assured is a party, notwithstanding the nature of any allegation in such
action or proceeding.
4. Company's Option to Defend or Prosecute Actions; Duty of Assured
Claimant to Cooperate.
Even though the Company has no duty to defend or prosecute as set forth in
Paragraph 3 above:
(a) The Company shall have the right, at its sole option and cost, to institute and
prosecute any action or proceeding, interpose a defense, as limited in (b), or to do
any other act which in its opinion may be necessary or desirable to establish the title
to the estate or interest as stated herein, or to establish the lien rights of the
Assured, or to prevent or reduce loss or damage to the Assured. The Company may
take any appropriate action under the terms of this Guarantee, whether or not it shall
be liable hereunder, and shall not thereby concede liability or waive any provision of
this Guarantee. If the Company shall exercise its rights under this paragraph, it shall
do so diligently.
(b) If the Company elects to exercise its options as stated in Paragraph 4(a) the
Company shall have the right to select counsel of its choice (subject to the right of
such Assured to object for reasonable cause) to represent the Assured and shall not
be liable fur and will not pay the fees of any other counsel, nor will the Company pay
any fees, costs or expenses incurred by an Assured in the defense of those causes of
action which allege matters not covered by this Guarantee.
(c) Whenever the Company shall have brought an action or interposed a defense
as permitted by the provisions of this Guarantee, the Company may pursue any
litigation to final determination by a court of competent jurisdiction and expressly
reserves the right, in its sole discretion, to appeal from an adverse judgment or order.
(d) In all cases where this Guarantee permits the Company to prosecute or
provide for the defense of any action or proceeding, an Assured shall secure to the
Company the right to so prosecute or provide for the defense of any action or
proceeding, and all appeals therein, and permit the Company to use, at its option, the
name of such Assured for this purpose. Whenever requested by the Company, an
Assured, at the Company's expense, shall give the Company all reasonable aid in any
action or proceeding, securing evidence, obtaining witnesses, prosecuting or
defending the action or lawful act which in the opinion of the Company may be
necessary or desirable to establish the title to the estate or interest as stated herein,
or to establish the lien rights of the Assured. If the Company is prejudiced by the
failure of the Assured to furnish the required cooperation, the Company's obligations
to the Assured under the Guarantee shall terminate.
5. Proof of Loss or Damage.
In addition to and after the notices required under Section 2 of these Conditions and
Stipulations have been provided to the Company, a proof of loss or damage signed
and sworn to by the Assured shall be furnished to the Company within ninety (90)
days after the Assured shall ascertain the facts giving rise to the loss or damage. The
proof of loss or damage shall describe the matters covered by this Guarantee which
constitute the basis of loss or damage and shall state, to the extent possible, the
basis of calculating the amount of the loss or damage. If the Company is prejudiced
by the failure of the Assured to provide the required proof of loss or damage, the
Company's obligation to such Assured under the Guarantee shall terminate. In
addition, the Assured may reasonably be required to suhmit to examination under
oath by any authorized representative of the Company and shall produce for
examination, inspection and copying, at such reasonable times and places as may be
designated by any authorized representative of the Company, all records, books,
ledgers, checks, correspondence and memoranda, whether bearing a date before or
after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if
requested by any authorized representative of the Company, the Assured shall grant
its permission, in writing, for any authorized representative of the Company to
examine, inspect and copy all records, books, ledgers, checks, correspondence and
memoranda .n the custody or control of a third party, which reasonably pertain to the
Loss or Damage. All information designated as confidential by the Assured provided
to the Company, pursuant to this Section shall not be disclosed to others unless, in
the reasonable judgment of the Company, it is necessary in the administration of the
claim. Failure of the Assured to submit for examination under oath, produce other
reasonably requested information or grant permission to secure reasonably necessary
information from third parties as required in the above paragraph, unless prohibited
by law or governmental regulation, shall terminate any liability of the Company under
this Guarantee to the As5ured for that claim.
Form No. 1282 (Rev. 12115195)
First American Title
Form No. 14
Subdivision Guarantee (4-10-75)
6. Options to Pay or Otherwise Settle Claims: Termination of Liability.
In case of a claim under this Guarantee, the Company shall have the following
additional options:
(a) To Pay or Fender Payment of the Amount of Liability or to Purchase the
Indebtedness.
The Company shall have the option to pay or settle or compromise for or in the name
of the Assured any claim which could result in loss to the Assured within the coverage
of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is
issued for the benefit of a holder of a mortgage or a lienholder, the Company shall
have the option to purchase the indebtedness secured by said mortgage or said lien
for the amount owing thereon, together with any costs, reasonable attorneys' fees and
expenses incurred by the Assured claimant which were authorized by the Company up
to the time of purchase
Such purchase, payment or tender of payment of the full amount of the Guarantee
shall terminate all liability of the Company hereunder. in the event after notice of
claim has been given to the Company by the Assured the Company offers to purchase
said indebtedness, the owner of such indebtedness shall transfer and assign said
indebtedness, together with any collateral security, to the Company upon payment of
the purchase price.
Upon the exercise by the Company of the option provided for in Paragraph (a) the
Company's obliqation to the Assured under this Guarantee for the claimed loss or
damage, other than to make the payment required in that paragraph, shall terminate,
including any obligation to continue the defense or prosecution of any litigation for
which the Company has exercised its options under Paragraph 4, and the Guarantee
shall be surrendered to the Company for cancellation.
(b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the
Assured Claimant.
To pay or otherwise settle with other parties for or in the name of an Assured claimant
any claim Assured against under this Guarantee, together with any costs, attorneys'
fees and expenses incurred by the Assured claimant which were authorized by the
Company up to the time of payment and which the Company is obligated to pay.
Upon the exercise by the Company of the option provided for in Paragraph (b) the
Company's obligation to the Assured under this Guarantee for the claimed loss or
damage, other than to make the payment required in that paragraph, shall terminate,
including any obligation to continue the defense or prosecution of any litigation for
which the Company has exercised its options under Paragraph 4.
7. Determination and Extent of Liability.
This Guarantee is a contract of Indemnity against actual monetary loss or damage
sustained or incurred by the Assured claimant who has suffered loss or damage by
reason of reliance upon the assurances set forth in this Guarantee and only to the
extent herein described, and subject to the Exclusions From Coverage of This
Guarantee.
The Liability of the Company under this Guarantee to the Assured shall not exceed the
least of:
(a) the amount of liability stated in this Guarantee;
(b) the amount of the unpaid principal indebtedness secured by the mortgage of an
Assured mortgagee, as limited or provided under Section 6 of these Conditions and
Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the
time the loss or damage Assured against by this Guarantee occurs, together with
Interest thereon; or
(c) the difference between the value of the estate or interest covered hereby as
stated herein and the value of the estate or interest subject to any defect, lien or
encumbrance Assured against by this Guarantee.
8. Limitation of Liability.
(a) If the Company establishes the title, or removes the alleged defect, lien or
encumbrance, or cures any other matter Assured against by this Guarantee in a
reasonably diligent manner by any method, including litigation and the completion of
any appeals therefrom, it shall have fully performed its obligations with respect to that
matter and shall not be liable for any loss or damage caused thereby.
(b) In the event of any litigation by the Company or with the Company's consent,
the Company shall have no liability for loss or damage until there has been a final
determination by a court of competent jurisdiction, and disposition of all appeals
therefrom, adverse to the tithe, as stated herein,
Guarantee No.: 4209-1962700
Page No.: 6
(c) The Company shall not be liable for loss or damage to any Assured for liability
voluntarily assumed by the Assured in settling any claim or suit without the
prior written consent of the Company.
9. Reduction of Liability or Termination of Liability.
All payments under this Guarantee, except payments made for costs, attorneys' fees
and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto.
10. Payment of Loss.
(a) No payment shall be made without producing this Guarantee for endorsement
of the payment unless the Guarantee has been lost or destroyed, in which case proof
of loss or destruction shall be furnished to the satisfaction of the Company.
(b) When liability and the extent of less or damage has been definitely fixed in
accordance with these Conditions and Stipulations, the loss or damage shall be
payable within thirty (30) days thereafter.
11. Subrogation Upon Payment or Settlement.
Whenever the Company shall have settled and paid a claim under this Guarantee, all
right of subrogation shall vest in the Company unaffected by any act of the Assured
claimant.
The Company shall be subrogated to and be entitled to all rights and remedies which
the Assured would have had against any person or property in respect to the claim had
this Guarantee not been issued. If requested by the Company, the Assured shall
transfer to the Company all rights and remedies against any person or property
necessary in order to perfect this right of subrogation. The Assured shall permit the
Company to sue, compromise or settle in the name of the Assured and to use the
name of the Assured in any transaction or litigation involving these rights or remedies.
If a payment on account of a claim does not fully cover the loss of the Assured the
Company shall be subrogated to all rights and remedies of the Assured after the
Assured shall have recovered its principal, interest, and costs of collection.
12. Arbitration.
Unless prohibited by applicable law, either the Company or the Assured may demand
arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration
Association. Arbitrable matters may include, but are riot limited to, any controversy or
claim between the Company and the Assured arising out of or relating to this
Guarantee, any service of the Company in connection with its issuance or the breach
of a Guarantee provision or other obligation. All arbitrable matters when the Amount
of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company
or the Assured. All arbitrable matters when the amount of liability is in excess of
$1,000,000 shall be arbitrated only when agreed to by both the Company and the
Assured. The Rules in effect at Date of Guarantee shall he binding upon the parties.
The award may include attorneys' fees only if the laws of the state in which the land is
located permits a court to award attorneys' fees to a prevailing party. Judgment upon
the award rendered by the Arbitrator(s) may be entered in any court having
junsdiction thereof.
The law of the situs of the land shall apply to an arbitration under the Title Insurance
Arbitration Rules.
A copy of the Rules may be obtained from the Company upon request.
13. Liability Limited to This Guarantee; Guarantee Entire Contract.
(a) This Guarantee together with all endorsements, if any, attached hereto by the
Company is the entire Guarantee and contract between the Assured and the
Company. In interpreting any provision of this Guarantee, this Guarantee shall be
construed as a whole.
(h) Any claim of lass or damage, whether or not based on negligence, or any action
asserting such claim, shall he restricted to this Guarantee.
(c) No amendment of or endorsement to this Guarantee can be made except by a
writing endorsed hereon or attached hereto signed by either the President, a Vice
President, the Secretary, an Assistant Secretary, or validating officer or authorized
signatory of the Company.
14. Notices, Where Sent.
All notices required to be given the Company and any statement m writing required to
be furnished the Company shall include the number of this Guarantee and shall be
addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707,
Form No. 1282 (Rev. 12/15/95)
First American Title
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First American Title
3. Vesting_20111123000381
20111123000381
NORTHPOINT ESC WO 68.00
PaCE-081 OF 007
11/2362011 10:42
KING OUNTY, WA
E2519738
'1/23/2011 10:41
KING COUNTY, UA
TAX3,694.05
SALE $717,250.00 PAGE -001 OF 001
0
please rine or Wormmilon WASMNGION STATE RECORDER'S Cover Sheet (w 45.04)
Documeut++ Title($) (or transact
i
ons contained therein): (all areas applicable to your document gajjbe filled in)
OVA 2.
3. 4. order no.
Reference Number(s) of Documents assigned or released:
Additional reference #'s on page of document
Grantors) Exactly as nan*s) appear on document
2.
Additional names an page of document.
Grantee(s) Exactly as name(s) appear on document
1. I flV1� ,y7 la 4 n r�
2.Lanz. (t�nlYl i Q. f 1 1.
Additional names on page of document.
Legal description (abbreviated: i.e. lot, block, plat or section, township, range)
L
Additional legal is on page of document_
Assessor's Property Tax Parcel/Account Number C] Assessor Tax # not yet
assigned
The Auditar/Recorder will rely on the information provided on this forn-L The staff' will not read the document
to verify the accuracy or ewnpletencas of the indexing infamudian vided herein.
"1 am slgning below and payiag an addMoual $50 recording fee (as provided in RCW 36.I &010 and
referred to as an emergency nonstandard document), because this dacumeat does not meet margin and
forma meob. Purthermore, 1 hereby understand that the recording process may cover up or
o awls scar ao a part of the test of the original document as a result of this request."
hue of Requesting Party
Note to submitter: Do not sittn abo+k nor Ay additions 1 $50 fee it the document mets w'rgi'Vlormstdng requirements
First American Title
AFTER RECORDING, RETURN TO:
Vann and Jamie Lanz
6200 S.E. 2"d Place
Renton, WA 98059
DOCUMENT TITLE:
TRUSTEE'S QUIT CLAIM DEED
REFERENCE NUMBER(S) OF DOCUMENTS TO BE ASSIGNED OR RELEASED:
NIA
GRANTOR:
Wood, Edmund J., U.S. Bankruptcy Trustee
GRANTEE.
I. Lanz, Vann
2. Lanz, Jamie M.
LEGAL DESCRIPTION*
A portion of the southeast quarter of the northwest quarter of Section 14, Township
23, Range 05 East
PARCEL NUMBER:
1423059117
111111eDed Page I
First American Title
IN CONSIDERATION of ten dollars ($10.00) and other valuable consideration, in
hand paid, the Grantor herein, Edmund J. Wood, as the duly appointed, qualified and acting
Trustee for the bankruptcy estate of Tu Ngoc Sam, proceedings in the United States
Bankruptcy Court for the Western District of Washington, at Seattle, Bankruptcy Case
Number I 1-10318, does hereby
CONVEY AND QUIT CLAIM unto Vann Lanz and Jamie M. Lanz, husband and
wife, all of the Grantor's interest in the following described real estate, situated in the County
of King, State of Washington, and legally described as follows:
Lot 3 of Short. Plat No. 484106, as recorded under Recording
No. 8505170617, being a portion of the southeast quarter of the
northwest quarter of Section 14, Township 23, Range 05 East,
records of King County Auditor;
Situate in the City of Renton, County of King, State of
Washington.
Said interest is subject to any and all easements, covenants, restrictions, reservations,
conditions, rights of way and zoning and other ordinances and laws, if any, enforceable at law
or in equity.
This deed is issued pursuant to an Orderof the United States Bankruptcy Court for the
Western District of Washington, at Seattle, entered in Bankruptcy Case Number I 1-1031 S,
a copy of which is attached hereto and is hereby incorporated herein, this conveyance is made
free and clear of all liens and encumbrances of record, the validity and priority of all such
liens and encumbrances shall be determined by said Bankruptcy Court at a later date, within
the context of said Bankruptcy Case Number 11-10318.
The sale of the property described herein is "As Is" and "Where Is" and the Grantor
makes no representations or warranties, express or implied, of any kind or nature regarding
said property.
1 W1TNE S WHEREOF, the undersigned hereto set his hand and seal this -RK
day of '2011.
d izu�l
Edmund J. Wood, T ee for the
Bankruptcy Estate of Tu Ngoc Sam
h
On day, of , 2011, before me the undersigned, a Notary Public
in and for the State of Washington, duly commissioned and sworn, personally appeared
I l l l l eDed Page 2
First American Title
Edmund J. Wood, to me known to be the individual described in and who executed the within
instrument, and acknowledged that he signed and sealed the same as his free and voluntary
act and deed, in accordance with his statutory duty as Bankruptcy Trustee.
NOTARY PUBLIC I —ar&for the State of
Washington, residing at
My commission expires: 02-01-JS-
THERESA
2bl-15
THERESA M. KENT
STATE OF WASHINGTON
NOTARY PUBLIC
MY COMMISSION EXPIRES
IIIllleyed Page3
First American Title
Entered on Docket November 21, 2011
Below is the Order of the Court.
2 Marc L. Barreca
U.S. Bankruptcy Judge
3 (Dated as of Entered on Docket date above)
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Honorable Marc Barreca
10 November 18, 2011, 9:30 a.m.
I I IN THE UNITED STATES BANKRUPTCY COURT FOR THE
WESTERN DISTRICT OF WASHINGTON AT SEATTLE
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In re: ) Chapter 7
13 ) Bankruptcy No. I I-10318
TU NGOC SAM, )
14 ) ORDER OF SALE OF REAL PROPERTY
Debtor(s). ) OF THE ESTATE FREE AND CLEAR OF
15 ) LIENS AND ENCUMBRANCES
16 THIS MATTER having come regularly before the below signed judge of the above -entitled
17 court upon the trustee's motion to sell assets ofthe estate, it appearing that all interested parties have
18 received notice and no objection to the motion having been filed, or said objection having been
19 incorporated into the terms of this order, now, therefore, it is hereby
20 ORDERED that, subject to the approval of secured creditor Wells Fargo Horne Mortgage,
21 its servicers, affiliates or successors, the trustee, Edmund J. Wood, is authorized to sell real property
22 of the estate according to those terms set forth below:
23 Street address of
property to be sold: 6200 S.E. 2r' Place
24 Renton, WA 98059
25 Legal description of
property to be sold: A portion of the southeast quarter of the northwest
quarter of Section 14, Township 23, Range 05 East
ORDER OF SALE OF REAL PROPERTY
OF THE ESTATE FREE AND CLEAR OF THE R1GBY LAW FIRM
LIENS AND ENCUMBRANCES Sea Stewart Street, Suite 1908
Seattle, WA 98101
First American Title
I Parcel No.: 1423059117
2 Sale price: $200,000.00, or such higher price as the parties agree
to in order to close the short sale
3
Terms of sale: Cash at Closing
4
Purchaser: Vann Lanz, and/or assigns
5 Purchaser's address: 4118 - 96`x' Avenue S.E.
Mercer Island, WA 98040
6
Costs of sale: The estate will pay the real estate agent a commission
7 of 6% of the gross sales price or such lesser amount
as the agents shall agree to; and, the estate will pay
8 those costs of sale customarily paid by the Seller in
Western Washington. These costs would include, but
9 are not limited to, title insurance, real estate taxes due
through the date of sale and one-half of the escrow
10 costs.
I I Utility Liens In many cases the existence of utility lien and/or the
amount of the lien is unknown until closing or
12 thereafter. These liens usually, but not always, are
equal to the utilities bills incurred over several
13 months. The trustee will pay these liens from the
sale proceeds.
14
Encumbrances & approximate
15 claim amounts: (1) Wells Fargo Home Mortgage (as assignee of
Bank of America) deed of trust - $245,000,
16 (2) King County Water District lien- $250; and
(3) Chase Bank judgment lien - $11,000.
17
18 FURTHER, IT IS HEREBY ORDERED that said sale will be free and clear of all liens and
19 interests, except real and personal property taxes, said liens and interests to attach to the proceeds
20 of the sale as though those proceeds were the property, said liens and interests to be satisfied from
21 those proceeds. The trustee specifically reserves the right to contest each encumbrance or alleged
22 encumbrance against the subject property. Notwithstanding the foregoing, the trustee may pay the
23 above named secured creditors, in the order of their liens to the extent funds are available.
24 IT IS HEREBY FURTHER ORDERED that the buyer's premium/carve out of $13,250 is
25 approved. a
ORDER OF SALE OF REAL PROPERTY
OF THE ESTATE FREE AND CLEAR OF THE RIGBY LAW FIRM
LIENS AND ENCUMBRANCES Sea Stewart Street, Suite 1908
Seattle. WA 98101
First American Title
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IT IS HEREBY FURTHER ORDERED that no less than one half of the funds received by
the estate from the sale shall be disbursed to prepetition creditors.
IT IS HEREBY FURTHER ORDERED that the automatic stay under Federal Rule of
Bankruptcy Procedure 6004(h) shall not apply to the transaction(s) approved in this order.
THE COURT FURTHER FINDS that the purchaser is a good faith purchaser for value.
Ill/ END OF ORDER ////
Presented By:
THE RIGBY LAW FIRM
/S/ Rory C Livesey
Rory C. Livesey, WS BA #17601
Of Attorneys for Trustee
The Rigby Law Firm
600 Stewart Street, Suite 1908
Seattle, WA 98101
(206) 441-0826
ORDER OF SALE OF REAL PROPERTY
OF THE ESTATE FREE AND CLEAR OF
LIENS AND ENCUMBRANCES
* Calculation of the maximum trustee's
compensation in this case, pursuant to 11 U_S.C. §
326, may include the applicable percentage amount
for monies disbursed as a result of this sale
transaction. However, such amount resulting from
this transaction shall not exceed one half of the
buyer's premium carveout less the amount of any
allowed fees incurred by the trustee's attorneys in
connection with this sale transaction.
THE RIGBY LAW FIRM
600 Stewart Street Suite 1908
Seattle. WA 9810f
First American Title
4. Exception_02_20111123000382
,
u III
20111123000382
NORT14POIRT ESC OT 51.00
PAGE -001 OF 019
11/23/2011 10:42
Return To: KING COUNTY, UR
FINRL Docs T7409 -011r
nal WISEMM BLVD BLDG 100
SAN ANTOMO, TX 70251-4200
Assessor's Parcel or Account Nwnbrr 1423059117
Abbrevmtcd Legal > o� o S6 YA a N w `M S� I�iv�n a3
UnchMa Eos: block u4 pht or =Wx6 Wwn3 op ad trap) Foil legal description located on page 3
Trustee- WORTMST MMSTEZ SERVICES LLC
[Space Abava rlb Lim For Ra rdbg Rata[
DEED OF TRUST 1�
WFG NAIL TFFLE
order TTo,
pP.Pl1 MONS
Wolds used in muttiplc soctiaos of this doearmad aro de6nod below and other words are defined in
Scetioos 3, 11, 13, 16, 20 and 21. Certain ralce regarding the usage, of words used in this docwmmmt arc
also pwvvided in Section 16.
(A) "Scmdiyloatmmmt"memstbis docr>meet, wbrch is dated100VEMBER 17, 2011
together with all Ridars to this docuzncut.
(B)"Borrower"ieVANN LANE AND JAKIE K. LANE, HASBAWD AND Mrs
Borrower is the tzaslor under this Security Tashi1meIlt.
(G) "Leader"ia IMLLS FArao RhM, N.A.
0322934391
WASNING"Shgb FMDg,FmhM MWFroddh flat UNIFORM INSMUMEWr Fenn 3M M
OR-0(WA) (0011) Irdtlets:
Page 1 of 15 '11111M 1111111
NMFLM 304E (WACO) Ray, 1rM
vmP MORTGAGE SOLUTIONS, INC.
First American Title
Lender is a NATTONAL ASSOCIATION
organized and existing under the laws of TSI; MUTED STATES
Leader's address is 101 NORTH PBILzIps AVENUE, 3>;Omt £ALL9, sD 57104
Lender is the beneficiary ander this Sec.* LA ument.
(D) "Trustee"is NORTHWEST TRV9TEg SEMCES LLC
3535 FACTORIA BLVD SE, STE 200, RIMU E, M 98005
(E) "Nott"cacamthe promissory nate signed by Borrower acid dated NOVEMBER 17, 2011
The Note states that Borrower owes Lender ONE HOMM FIITY THOUSAND AND 00/100
Dollars
(L1.S +r.+15D, 000.00 ) plus interest Borrower has promised to pay this debt in regular periodic
Payments and to pay the debt in full not later than DECEbMU 01, 2041
(F) "Property"means the property that is described below under the heading 'rransfer of Rights in the
Property-"
(G) "Lasa" memsthe debt evidenced by the Note, plus interest, any prepayment charges and late charges
due under the Note, and all soma due ander this Security Iastrrrment, plus interest
(l) "Rtden"means all Riders to this Security hottumcut that are executed by Borrower. 'Me following
Riders aro to be executed by Borrower [chock box as applicable]:
Adjmsfable Rate RiderCondominium Rider Second Home Rider
Balloon Ride Flaonod Unit Development Ride 1-4 Family Rider
VA Rider Biweekly payment Rider Oih.(s) [specify]
(1) "Applicable Law" means all controlling applicable fodetal, stale and local statutes, regulations,
ordinances and administrative Hiles and orders (that have the effect of law) as well as all applicable final,
non appealablejudicial opinioaa-
(]) "Community Association Dues, Yam and Assessments" means all dues, fees, assessments and other
charges that are imposed on Bomswar or the property by a condominium asmKiatioa, homeowners
association or gimilar organiaatiom
(K) "Electronic lids Transfer" means any transfer of funds, other than a transaction originated by
chexlc, draft, or similar paper instrument, which is initiated through an electronic terminal, triephonic
mstramemt, computer, at magnetic tape so as to order, instruct, or authorize a financial institution to debit
or credit an account. Such team includes, but is not limited to, point-of-sale transfers, automated tepar
machine transactions, lmnafers initiated by telephone, wire transfers, and automated clearzoghouse
nansfers.
(L) "Fscrowltema"means those items that are deaoribed in Section 3.
(M) "Mlmel[aneoua Proceeds"means any compen3utiou, aetilemad, award of damages, or proceeds paid
by any third party (other than insurance proceeds paid corder The coverages described in Section 5) for. (i)
damage to, or destruction oL the Property, (ii) condemnation or other taiilng of all or any part of the
Property, (iii) conveyance in lien of condemnation; or (iy) misrepresentations of, or omissions as to, the
value and/or condition of the Property.
(N) "Mortgage hasur met" means insurance protesting Lender against the nonpayment oC or default on;
the Loan.
(0) "PerindlePayment" means the regularly scheduled amount doe for (t) principal and interest Enda the
Nato, phis (uy any amounts under Section 3 ofthis Security Instrument.
WASNINGTON-S*1e Famty-FaanlaUse/Froddle Mac UNIFORM INMUMENT
4R-G(1MA) (0811) Pape 2 0115 inmais: Ferro 36/11 VDt
First American Title
(P) "RESPA" means the Real Pectate Settlement Procodcare Act (12 U.S.C_ Section 2601 et sect.) and its
implementing regulation, Regahrtian X (24 CFR Part 3500), as they might be amended from time to
time, or any additional or successor legislation or mgnlatieo that governs the same subject mattes. As used
m this Soemity Instrument, "R$SpA" refers to all roqurameata and restrictions that are imposed in regard
to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage
loan" under RESPA.
(Q) "Successor in Interest of Borrower" means any party that bas taken title to the Property, whether or
not that party has assumed Borrower's obligations under $e Nate audlor this Security Inateeunea L
TRANSFER OF RIGHTS IN THE PROPERTY
This Sc=ity Instman ad am-uaas to Leader. () the repayment of the Loan, and all renewals, extwgions and
modifications of the Note, and (i) the perfiormance of Borrower's covenants and agrccments under this
S0=1Y Insinmeemt and the Nate. l7or this purposc, Borrower irrevocably grafi and conveys to
TrEWcc, in trust, with power of sale. tho following described property located in the
COUNTY of law
[fyyc of Racorig Imneletiosj
SEE ATTACHED F–ICUBiT A
lN— of Baaoediag hdsdiatiorj
THIS IS A ]PMCMLSE M=y SECURITY IN9TRtM14T.
TAX STATEWNTS SHOULD BE SENT T0: WELLS 1PARGO ROME MORTGAGE, P.O. BOX
11701, NEWUUK, WT 071010701
Pared ID Numbs 1423059117 whiob currently has the address of
6200 SE 2ND PLACE ]see]
RENTON le5tgl , Washington 98059 l4C.&l
("Property Address"):
TOGETHER WITH all the unprovements now or hereafter erected on the property, and 0
meats, appurtenances, and 6xtmes now or hcreafter a part of the property. All replacements and
additions shall also be covered by this Sas mity Instnmset All of the foregoing is referred to in this
Seem* Instrument as the "Property."
BORROWER COVENANTS that Borrower is lawfully seised of the esWc hereby conveyed and has
the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances
of record Borrower warrants and will defend generally the title to the Property against all claims and
danands, sobj0d to any eacumbraoccs of record.,
TMS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform
covenants with limited variations by jurisdiction to constiti to a uniform smunty instrument covering real
Property.
WASHiNGTONSIngte Famlly-Fannle MaeFreddW mega UNIFORM INSTRUMENT
4q-a(WA) lost t l Page 3 of 15 Inuls Ax� Form 304! 1101
First American Title
UNLFORM COVENANTS. Borrower and Leader covenant cad agree as follows:
1. Payment of Principal, Interest, Escrow Itrms, Prepayment Charges, and Late Charges.
Borrower shag pay when due the principal of, and interest on, the debt evidonce d by the Note and any
prepayment chargca and late charges doe under dke Note. Borrower shall also pay funds for Escrow Itean
pursuant to Socti= 3. Payments due under the Note and this Security InAru nect shall be made in U -S.
cmremcy. However, if any check or other instrument received by Lender as payment under the Note or thin
Security Instrument is returned to bender unpaid, Leader may inquire that any or all aubsoqucnt payments
due ruder the Note and this Security Trweurnect be made in one or more of the following forms, as
saleeted by Loader, (a) cash; (b) money order, (c) certified checlr, bank check, trmsurer's check or
casbier's check, provided any such check is drawn upon an insfstution whose deposits are insured by a
foderal agency, inxhmnenttality, or amity; or (d) Electronic Funds Transfer.
Payments are deemed receivod by Lender when received at the location designated in the Nate or at
such other location as may be designated by Lender in accordaucewith the notice provisions in Section 15.
Lender may return any payment or partial payment if the payment or partial payments are ma^n&cieui to
bring the Loan current. Leader may accept any payment or partial payment ina'nfficimt to bring the Loan
currmt, withotd waiver of any rights hereunder or prejudice to its rights to refute such payment or partial
payments in the future, but Leader is not obligatod to apply each Payments at 1he time such payments an
accepted If each Periodic Payment is applied as of its schedulad due date, then Lender need oat pay
interest on unapplied fiords. Lender may hold such =applied lands until Barrowtr makes payment to bring
the Loan currout. IfBorrowex does not do so within a reaso=ble period of time, Leader shun either apply
such fends or return them to Borrower. If not applied earlier, such fonds will be appliod to the outstanding
Principal balance, under the Note immediately prior to forecloamx. No offact or claim which Borrower
might have now or in the Euturc against Lender dull relieve Bmmwer farm mawng payments due under
the Note and this Security Instrument or performing the covemanfs and agreements secured by this Security
Instrument
2. Application of Payments or Proceeds. Except as otherwise described in this Section 2, all
payments accepted and applied by Lender shall be applied in the following order of priority_ (a) interest
duc under the Note, (b) principal due under the Note; (c) amounts due under Section 3- Such payments
sball be applied to each Periodic Payment in the order in which it became doe. Any remaining amounts
shall be applied first to late charges, second to any other amo®ts due under this Security lustrumeat, and
then to reduce the principal balance of the Note.
If Lender receives a payment from narrower for at delingamt Periodic Payment which includes a
sufficient amount to pay any late charge tae, the payment may be applied to the delinquent payment and
the late charge- If more than one Periodic Paymcnt is outstanding, Lender may apply any payment received
from Borrower to the repayment of the Panodic T'aymente if, and to the cdcat that, each payment can be
paid in full. To the extent that any access exists after the payment is applied to the full payment of one or
more Periodic Payments, such excess may be applied to any laic charges due. Voluntary prepayments shall
be applied first to any prepayment charges and then as described in the Note.
Any application of payments, mFusancc proceeds, or hfiaccllancous Proceeds to principal due under
the Note shall not extend or postpone the dna date, or change the amount, of the Periodic Paymccts-
3. Funds for Escrow Items. Borrower shall pay to Leader on the day Periodic Payments arc due
under the Note, until the Note is paid in full, a sum (the "Funds) to provide for payment of &moo= due
for. (a) taxes and assossmorr a and other items which can attain priority over this Security 1wrtnuncnt as a
lien or encumbranse on the Property; (b) leasehold payments or ground rents on the Property, if any; (c)
premiums For any and an mauance rogniired by Leader =der Section 5; and (d) Mortgage Insurance
premiums, if any, or any sums payable by Borrower to Lender in lien of the payment of Mortgage
Insurance premiums in accordance with the provisions of Section 10. These items am called "Escrow
Items." At origination or at any time during the term of the Loan, Lender may require that CAmmonitq
WASHINGTON RIV* Famrry-Famle MaatFradma Nine 11NIFORtM INSTRUMENT
t-G(WA) (0811) Pape 4 of 15 Inm s: _ Farm Ma im
First American Title
Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and
asstzsca mts shall be an Escrow Item_ Borrower sbaE promptly furnish to Lender all notices of amounts to
be paid ender this Suction. Borrower shall pay Londe the Funds for Escrow Items unless Lender waives
Borrower's ablution to pay the Funds for any err all Escrow Rema, Leader may waive Borrower's
obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may only be
in writing. In the cvcot of such waiver, Borrower sball pay directly, when and where payable, the amour is
dae for my Escrow Items for which payment of Fends has been waived by Leader and, if Leader requires,
shall furnish to Lender receipts evidencing such payment within such time period as Lender may roguire.
Borrower'g obligation to mdse such payments and to provide receipts shall for aU purposes be dented to
be a covenant and agrecmeat contained in ikis Security Insbomem% as the phrase "covenant and agreement,
is used in Section 9. 1f Borrower is obligated to pay Escrow Items directly, purstmnt to a waiver, and
Borrow= tans to pay the amount doe for an Escrow Item, Leader may exercise its rights o'der Sogtion 9
and pay such amouct and Borrower shall then be obligated under Section 9 to ropey to Lender any such
amount. Lender may revoke the waiver as to my or all Escrow Items at any time by a notice given in
accordance with Section 75 and, upon such revocation, Borrower shall pay to Lender all F1m4 and in
such amounts, that are then required render this Section 3.
Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Larder to apply
the Funds at the time specified ander RESPA, and (b) not to exceed the maximum amount a lender can
require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and
reasonable estimates of eypmditmrea of future Escrow Items or otherwise in accordance with Applicable
Law.
Thu Funds shall be held in an institution whose deposits ate insured by a federal agency,
instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so inmued) or in
any Federal ]come Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later tbm the time
specified under RESPA, Lender shall not charge Borrower for bolding and applying the Rends, aunnally
analyzing the escrow account, or verifying the Escrow Items, unless Leader pays Borrower interest on the
Funds and Applicable Law permits tender to make such a =barge_ Unless an agreement is made in writing
or Applicable Law requires inf=St to be paid on the Funds, Lender shall not be required to pay Borrower
any interest or am age on fhe Funds. Borrower and Lender can agree in writing, however, that interest
shall be paid on the Funds. Lender aball give to Borrower, without chargq an annual accounting of the
Funds as required by RESPA_
If there is a surplus of Panda held in wcrow, as defined under RESPA, Lender shall account to
Borrower for the excess funds in accordance with RESPA_ If &= is a shoreago of Freda bold in escrow,
as defined under RESPA, Lender sball notify Borrower as required try RESPA, and Borrower shall pay to
Lender the amount necrosaary to make up the shortage in accordance with RESPA, but in no more than 12
monthly payments. If there is a deficiency of Fords held in escrow, as defined under RESPA, Leader shall
notify Borrower as regpircd by "SPA, and Borrower shat pay to Lender the amount necessary to make
up the deficiency in accordance with RESPA, but in no more than 12 monthly payments_
Upon payment in full of all Burns secured by this Security Instrument, Lender shall promptly refund
to borrower any Funds held by Lemda.
4. Charges; Lien. Borrower shall pay all taxer, assessments, charges, fines. and impositions
attributable to the Property which can attain priority over this Security Instrument, leasehald payments or
ground rents on the Property, if any, and Community Association Dues, Fcca, and Assmaramts, if any_ To
the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Seetiam 3.
n DI(WTONS1ngE9Fam*FanniellsefFreddleUseUNIFORMINSTRUMENT
4tWA) (0811) Page 6 of 15 INsale: 49 Fora>018 4101
First American Title
Borrower ah&U promptly discharge any Gm which has priority over this Security Instrument unless
Borrower- (a) agrees in writing to the payment of the obligation secured by the lien in a roamer acceptable
to Lender, bat Duly so long as Borrowor is perfmming snob agreement; (b) contests the lien in good faith
by, or defends against raforccmtat of the lien in, legal proceedings which in Lmdcr's opinion operate to
prevent the enforcement of tate lien while those pmccodinga aro pendiag, but only until each proceedings
are concluded; or (r) secures from the holder of the lira an agreement satisfactory to Lender sabordinattng
the Gm to this Security Lwiramaat_ If Leader determines that any part of the property is subject to a lien
wbich can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the
lira Within 10 days of the date on which that notice is given, Borrower aball satiafy the lien or take one or
mote of the actions set forth above in this Section 4.
Lender may require Borrower to pay a ooutime charge for a real estate tact verification and/or
reporting service @stat by Lmder m conation with Qua Loan
S. Property Lunranca Bar ower Bball keep the tmpmvemauts naw existing or hereafter erected on
the Property insured against loss by fens, hazards included within the term 'cdcaded coverage," and any
other hazards includiog, but not limited to, earthquakes and floods, fot which Lender requires insurance_
This insurance shall be maintained in the amomits (including deductible levels) and for the periods that
Lender rcgmirez What Lender requires pmamant to the preceding sentencer can change during the team of
the Loan- TLe insurance carrier providing the iostmmoo shall be rhoam by Borrower subject to Lender's
right to disapprove Borrower's choice, which right shall not be ==iced unreasonably. Lender may
require Borrower to pay, in connection with this Lezain, tither. (a) a ene-hme charge for Hood roar
determination, certification and tracking servicer, or (b) a onetime charge for flood zone determination
and certification services and subsupcnt charges each time remappiags or similar changes occur which
reasonably might affect such determination or certification- Borrower dial] also be responsible for the
payment of any fees imposed by the Federal Bmagcary Maaageaneat Agency is connection with the
review of any flood zone determination resulting from an objection by Borrower.
If Borrower fails to maietnio any of the coverages described above, Lender may obtain insurance
coverage, at Lender's optica and Borrower's eapensc. Leader is under no obligation to purchase any
particulat type or amount of coverage- Tberefore, such coverage shall cover Leader, but might or might
not prated Borrower, Borrower's equity in the "erty, or the contents of the Property, against any risk,
hazard or liability and might provide greater or lesser covaago than wag previously in eff=t Borrower
acknowledges that the cost of the insmaace coverage so obtained might significantly exceed the cum of
mumance that Bonrower could have obtained. Any amounts disbursed by Lender ander this Section 5 shall
become additional debt of Borrower seemed by this Security Instrument_ These amounts shall bear interest
at the Nott tate from the data of disburscment and shall be payable, with such interest, upon notice from,
Lender to Borrower regac5ting paymeaL
All i^s+TMtce policies required by Lender and rmcwals of such politics shall be subject to Lender's
right to disapprove such policies, sball include a standard mortgage clause, and shall came Leader as
mortgagee and/or as an additional lose payee. Leader shall have the right to hold the policies and renewal
certificates If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and
renewal notices. 6 Borrower obtains any form of imam mcc coverage, not otherwise required by Lender,
for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and
shall name Lender as mortgagee and/or as an additional loss payee-
In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender
may make proof of loss if not made promptly by Bnrmwer. Unless Lender and Borrower athcnvi5e agree
in writing, any iaamance pmceeda, whetber or not the underlying insurance was required by Lender, shall
be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and
Lauda s Sero* is not les=cd. Turing each repair and restoration period, Leader shall have the right to
W LNWMN 104 t Fam*-FannteMaarFreMa Nuc UNIFORM tNSt'RUMENT
q -WA) (OB1t) page a 0115 lNMM: ZX _at Form 3046 it41
First American Title
hold such iasuranec proceeds until Lends bas had an opportunity to inspect such properly to ensure the
work has been eampletad to Lender's satia(action, provided that such inspection shall be undmtaken
promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a attics
of progrco paymeats as the work is conrp1etad. Ihdeea an ageruicut is made in writing or Applicable Law
mq*m interest to be paid on such insurance proceeds, Lender shall not be required to psy Borrower any
interest or amumgs on such pmmds. Foes for public adjustcav, or other third parties, retained by
Borrower shall not be paid out of the insmanne proceeds and alma be the sole obligation of Borrower. if
the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance
proceeds shall be applied to the sums secured by this Security InstrIUMCM, whether cr not then due, with
the excess, if any, paid to Borrower. Such insurance procaeds &hail be applied in the order provided for in
Section 2_
If Borrower abandons fee Property, Leader may file, negotiate and settle any available insurance
claim and related matter&. If Borrower does not respond within 30 days to a notice from Leader that the
insurance carrier has offered to settle a Claim, then Lender may negotiate nod settle the claim_ The 30 -day
period will begin Aro the notice is given. In either event, or if Lender ac rhes the Property under
Section 22 or otherwise, $orwwer hereby assigns to Lender (a) Borrower's rights to any insurance
proceeds in an amount not to exceed the amounts unpaid under the Bate or this Security Irstrmneel, and
(b) any other of Borrower's rights (other than the right to any refund of unearned premium paid by
Borrower) under all iusurane7e policies covering the Property, Insofar m such rights are applicable to the
coverage of the Property. Lender may use the insurance proceeds either to repair or restore the property or
to pay emouuCa unpaid under the Note or this Security Inatrameat, whether or not then dun.
6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrows s principal
residence within 60 days atter the execution of this Security lostrrrmmt and shall continue to occupy the
Prvpaty u Borrower's principal residence for at least one year after the date of occupancy, unless Lunda
otherwise agrees im writing, which consent shat not be unreasonably withheld, or unless ortamating
circumstances euist which are beyond Borrower's controL
7. Preservation. Maintenance road protection of the Property; Inspectioze. Borrower shall net
destroy. damage or impair the Property, allow the Property to deteriorate or commit weds on the
Pmpaty. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in
order to preyemt the Property from deteriorating or decreasing in value due to its condition. Unless it is
determined pursuant to Section 5 that repair or reFlomtiou is not economically fmst'ble, Borrower shall
promptly repair the Property if dama=ged to avoid feather deterioration or damage. If insurance or
condemnation proceeds are paid in connection with damage to, or the fairing o& the Property, Borrower
shall be respouar'ble for repairing or restoring the Property only if Lender bas released proceeds for such
purposes- Leader may disburse proceeds far the repairs and restoration in a single payment or in a series of
progress payments as the work is completed. if the inmawwo or uxndrmrnation proceeds aro not sufficient
to repair or restore the Property, Borrower is not relieved of Borrower's oblijyLtion for the completion of
such repair or restoration -
Lender or its agent may make reasonable ethics upon and inspections of the Property. If it has
reawitabie rause, Lauder may inspect the micruir of the improvements on the Property. Larder shall give
Bormwa notice at the lime of or prior to such an interior inspection specifying such reasonable cause.
8. Borrower's loan Application. Borrower &hall be in defnth if, during the Loan application
process, Botrowa or any persons or entities acting at the direction of Borrower or with Borrower's
knowledge at consent gave materially talar, misleading, or inaccurate information or statements to Lender
(or failed to provide Leader with m9c ial information) in connection with the Loan Material
representations include, but are not limited to, representations concerning Borrower's aeenpancy of the
Property as Borrower's principal residence.
W/SHINGM.;tr>Q16 Fem&y-FMUUO MadFFOMO Mac UNIFORM FNSTRUMENT
(R4(WA) (�tt)Page 7 or 15 tslti Fom W& IMI
First American Title
9, Protection of Leader'r lnte>mt in the Property and Rigbtr Murder this Security Inatrameut. If
(a) Borrower feels to perform the covenants and agreements contained in this Security Instrument, (b) thane
is it legal procceding that might sigmfieantly altbct Lander's interest in the Property and/or rights under
this Samrrity Instturneot (sacb as a proceeding in bankruptcy, probate, for candemnstion or forfeiture, for
mforcament of a lice which may attain priority over thio Security Inshunent or to enforce laws or
regulations), or (c) Borrower has abandoned the Property, then Leader may do and pay for wbatever is
reasonable or appropriate to protect Lender's intermt in the Property and rights endo this S*cum'y
Instramcnit, including Protecting and/or &nosing the value of the Property, and useming and/or rcpabing
the Aoperty. Lauder'a edioma can include, but we not limited to: (a) paying any gems secured by a liem
which has priority over this Security h>shmaeut; (b) appcoing in court; and (c) paying reasonable
attotaey8' fees to protect its interest in the Property andlar rights under tbia Security Instrmoeay including
its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to,
entering the Property to make repairs, change belts, rcpleca or board up doors and windows, drain water
from pipes, eliminate Wilding or atter code violations or dangerous conditions, and have utilities twuod
on or off. Although Lender may take action under this Section 9, Lander does not have to do so and is not
under any duty or obligation to do so. It is agood that Leader incurs no liability for Trot tarring any or all
actions authorized under this Section 9.
Any amounts disbursed by Lender under this Section 9 stall become additional debt of Borrower
scoured by this Security Instrument These amounts shall bear interest at the Note rate from the date of
disbumemeart and shall be payable, with sorb interest, upon notice from Lender to Bormwer requesdag
payment.
If this Security his iument is on a leasehold, Borrower shag comply with all the provisions of the
lease. If Borrows acquires fee tithe to the property, the leasabold and the fee title: shall not merge mules
Lender agrees to the merger in writing,
H. Mortgage Insurance. If Lender required Mortgage Insmxucc as a condition of making the Loan,
Borrower shah pay the premiums required to maintain,the Mortgage Insurance in effect. 14 for any resson,
the Mortgage Insurance coverage required by Lander ceases to be available from the mortgage insurer that
pravioualy provided such insurance and Burrower was required to maim separately designated payments
toward fhe premiums for Mortgage Insurance, Bopuwcr shall pay the premiums required to obtain
coverage sobstantially eguavalmt to the Mortgage Insurance previously in oflect, at a cost substantially
equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alteruake
mortgage insurer selected by Larder. If substantially equivalrnt Mmtgago Insmance coverage is not
available, Borrower shall continue to pay to Lender the amount of the separately designated payments that
were due when the insurance coverage cumsed to be in effect Lmder will accept, use and retain these
paymerU as a non-refundable loss reserve in lice of Mortgage Insurance. Such lose reserve shall be
ane-resfimdable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not be
required to pay Borrower any interest or earnings on such loss reserve. Lander can no longer require loss
reserve paymrauts if Mortgage hmmwxe coverage (in the amount and far the period tbat Lender requires)
provided by an insurer selected by Lander again becomes available, ig obtnimed, and Leader requires
separately deniguatod payments toward the premimu for Mortgage Inswince. If Lender required Mortgage
Insurance as a condition of making the Loan and Borrower was required to make separately designated
payments toward the premiums for Mortgage Icsgiriuico, Borrower shall pay the premiums required to
maintain Mortgage Insurance in effi!ct, or to provide a non-refondablc loss reserve, mmol Lender's
mqu ircment for Mortgage Insurance cads in accotdaace with any written, agraerme:mt between Boirower and
Lender providing for such termination or until termination is required by Applicable Law, Nothing in this
Section 10 affects Borrower's obligation to pay iatcrest at the rate provided in the Note.
Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it
may incur if florrowcr does not repay the Loan as agreed. Borrower is not a party to the Mortgage
Inamaucc.
Mortgage insurers ovaluato their total risk on all such insurance in force from time to time, and may
enter into agre cancuts wide other parties that share or modify their risk, or reduce losses. These agreements
are on terms and conditie ms that are satisfactory to the mortgage msurcr and the other party (or patties) to
tbcse agreements. 'hese agm m ants may require the mortgage insurer to make payments using any source
of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage
ja6mnnce premiums).
WASHINGTOM-Shtyla Fam*Fannla MasTreddls Mac iiNiFoRY aV7rfR mENT
4R-6(WA) (06111 Flags a of 15 Irrllfala: �� Form 3040 "1
First American Title
As a result of these agreements, Lender, any purchaser of the Note, another ixin=, any remwcer,
any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that
derive from (or might be characterized ea) a portion of Borrower's payments for Mortgage Insurance, in
exchange for sharing or modifying the mortgage inm =,s risk, or reducing logs". If Toch agreement
provides that an affiliate of Leader takes a share of the insurer's risk in excbaage for a share of the
prsmmiums paid to the im=w, the arrangement is often teamod "captive reinsurance." Further.
(a) Any such agreements will not affoet the amounts that Borrower has agreed to pay for
Mortgage Insurance, or any other tams of the Loam Such agreements will not lnerenac the amount
Borrower will owe for Mortgage Insurance, and they will not amide Borrower to guy refund.
(b) Any such agreements will net st fed the rights Borrower has - if any - with respect to the
Mortgage Imarance under the Homeowners Protection Act of 1448 or any other law. These rights
may inehtde the right to receive certain diaclorwea, to rcgaest and obtain cancellation of the
Mortgage laxoranee, to have the Mortgage Insurance terminated automatically, and/or to receive a
refund of any Mortgage baauraucc preminmt that were unearned at the base of such cancellation or
termination.
11. Assignment of Miscellaaeow Proceeds; Forfeiture. All hfiseellaaeoos Pmc"As arc ha -by
assigned to and shall be paid to Leader,
If the property is damaged, each ?&ocellaneous Pmcocds shall be applied to red=IjOn or repair of
the Property, if the restoration or repair is ecememically feasible and Leader's security is not lessoned.
Poring such repair and restoration period, Lmder shall have the right to hold such Miscellaneous Proceeds
until Lender has bad an opportunity to moped such Property to ensure the work has been completod to
Leader's satisfaction, provided that wch inspection shall be rmdertakm promptly. Lender may pay for the
repairs and restoration in a single disburarmmt or in a series of progress payments as the work is
completed. Unless au agreement is made in writing or Applicable Law requires irrtered to be paid on such
kfrsoellanoons Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such
Kscellaneoua Proceeds. If the rrgnration or repair is not ccanomicaRyfaasibleerr Leuder's security would
be lessenod, the bfmollaaoous Proevods shall be applied to the sums secured by this Security Instrument,
whether or not them due, with the ercccsa, if any, paid to Borrower. Such lvliacclbmoous Proceeds shall be
applied in the order provided for in Section 2 -
It the event of a total Wdo& distraction, or loss in value of the Property, the Nfrocelhneoua
Proceeds shall be applied to the soma secured by this Security Instrument, whether or not then due, with
the excess, if any, paid to Borrower.
In the event of a partial nuking, dcstructiu% or low in value of the Property in which the fair market
value of the Property immediately before the partial taking, desruction, or loss in value is equal to or
grater than the amount of the sums weaved by this Seamity. Instrmnwt immediately before the partial
taking, destruction, or loss in value, unless Borrower and Lender otherwise agm in waiting, the samms
aecured by this Security Instrument shall be reduced by the, amount of the Miscellaneous Proceeds
multiplied by the following fraction: (a) the total amount of the sums secured immediately before the
partial taking, destrwtion, or lass in value divided by (b) the fair market value of the Property
immedistely before the partial taking, destruction, or loss in value. Any balance shall be paid to Borrower.
In the event of a partial taliug, desnucion, or loss in value of the Property in which the fair market
value of the Property immediately before the partial taking, dedroetion, or loss in value is less than the
amount of the sums secured immediately bdbre the partial taking, desructiou, or loss in value, unless
Borrower and Leader otherwise agree in writing, the W=c➢aneous Proceeds shall be applied to the Ones
secured by this Security Instrument wbc&w or not the stuns are then doe,
If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the
Opposing Party (as dc5ocd in the next sentence) offers to make an award to settle a claim for damages,
Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized
to coUcet and apply the Mfseellancoos Proceeds either to restoration or repair of the Property or to the
sons secured by this Security Instrument, whether or not then due. "Opposing Party" means the third party
that owes Borrower hliiscellaneoas Proceeds or the parry against whom Harrower has a right of action in
regard to Ivhaecllaneous Proceeds.
WASHtHGTONSkQ10 Famsy-FannteMaa/FtWtlle Mae UNIFORM INSIRUMM
Ck4KWA) (o611) Paye 9 of 15 Mats: Form 3048 IMI
First American Title
Borrower shall be in default if any action or proceoding, whether civil or criminal, is begun that, in
Lenders judgment, could reaalt in forfeiture of the Propraty or other material impairment of Leader's
interest in the Property or rights under this Security Instrument Bomwer can cure such a default euro, if
s."eleration has occurred, reinowtc am provided in Section 14, by cawing the action or preceeding to be
dismissed with a ruling that, in Lender's judgment, precludes forfeiture of the Property or other material
impairment of Lmdcr s interest in the Property or rights under this Security Iaahmmtrnt no proceeds of
any award or claim for damages that ere attributable to the impairment of Lender's intrust in the Property
arc hereby assigaod and shall be paid to Larder.
All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be
applied in the order provided for in Section 2.
12. Borrower Not !dread, Forbearance By Leruler Not a Waiver. Extension of the time for
Payment or modification of amortization of the scans seemed by Ibis Security IaeMrment granted by Lender
to Borrower or any Successor m Interest of Borrower shall not operate to release the liability of Borrower
or any Successors in Interest of Borrower. Lender shall not be regrarnd to commence proexxdings against
any Successor in interest of Borrower or to refuse to extend time for payment or otherwise modify
amartiation of the anus aacturd by this Socraity lastrument by reason of any demand made by the original
Borrower or any Succemora in Interest of Borrower. Any fnrbearmcc by Leader in exercising any right or
remedy including, without iimitatien, Leader's acceptance of payments from third pc Boas, entities or
Sac cwors in Interest of Borrower or in amounts loss than the amonni then due, aball not be a waiver afar
prwhrdc the exercise of any right or remedy.
13. Joint and Several Lfahility; Cc-Apen; Succea- rs and Assigns Bound. Borrower covenants
and agrees that Borrowers obligations and liability shall be joint and several- However, any Borrower wbo
eo-signs this Security Instrument but does not earecate the Note (a "co-eigaer°)� (a) is cosigning this
Security Instrunrmt only to mortgage, grant and convey the co-eigaerr's interest in the Property ander the
terms of this Security Instrument; (b) is not personally obligated to pay the smug seemed by this Security
lnshvmeart; and (c) agrees that Linder and any other Borrower can agree to extend, modify, tbrbcar or
make any summmodatious with rogatd to the tonna of thio Security Instrument or the Note without the
co-sipa's consent
Subject W (he provisions of Section 18, any Successor in Interest of Borrower who assumes
Borrower's obligations under this Security Instroment is writing, and is approved by Lender, shall obtain
all of Borrower's rights and benefits under this Security Itst rment Burrower shall not be released from
Borrower's obligations and liability under tbU Security bstrtment unless Lender agrees to such release in
writing. The coveaatrts and agreements of this Security lastrmuent shall bind (except as provided in
Section 20) and benefit tbo successors and assigns of Leader.
14. Loan Charges. Lender may charge Borrower fees for services performed in connection with
Borrower's default, for the purpose of protecting Lender's iautenst in the Property and rights radar this
Security Instrument, including, but not 1®ited to, attorneys' fees, property inspection and valuation fees.
In regard to any other fee*, the absence of express udwity in this Security Inst<nmeat to charge a specific
fax to Borrower shall not be construed as a prohibition on the charging of each fee. Lender may not abargs
fees that are expressly prohibited by this Security Instrument or by Applscahlo Law.
If the Loan is subject to a law which ads maximum loan charges, and that law is finally interpreted so
drat the interest or other Loan charges collected or to be collected in connection with the Loan exceed the
permitted limits, thea_ (a) any such loan charge shall be reduced by the amount necessary to reduce the
charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted
limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal
owed under the Note or by making a direst payment W Borrower. If a refimd reduces principal, the
reduction wM be treated as a partial prepaymeal without any prepayment charge (whether or not a
prepayment charge is provided for under the Note)_ Bomrwds accepsanceof any such refund made by
direct payment to Borrower will constitute a waiver of any tight of action Borrower might have arising out
of such ovenharge.
15. Notiem All notices given by Borrower or Lender in connection with this Security Instrument
mast be in writing. Any notice to Borrower in connection with this Security Instrument shall be dreamed to
have been given to Borrower when mailed by first class mail or when actually delivered to Borrowcr'o
WASHINGTDMSkrgra Fen+a/-Farah ltea�ropole Mae IfN"RM PfSTRUKENT
Gt 4(WA) (OfS11) Page 10 of 15 Mils;` f/ Form 7018 1M
First American Title
notice address if sent by other mean& Notice to any one Borrower shall causd; a notice to all Borrowers
unless Applicable Law -Prtaly roquu= otherwise. Tho notice address shall be the Property Address
unless Borrower has designated a substime notice addrew by notice to Lander. Borrower shall promptly
notify Lender of Borrower's change of addma& If Lender specifies a procedure for reporting Borrower's
change of address, then Borrower shall only report a ebaago of 41rras through That specified procedure.
Then may be only one designated notice address under this Socmity instrument at any one time. Any
notice to Leader shall be given by delivering it or by malting it by first clam mail to Loodec s address
stated herein unless Lender bas designated another addraa by notice to Borrower. Any notice in
connection with this Security Instrument shall not be deemed to have been given to Lender nmtil. actually
received by Lander. If any notice required by fhis Security Instraroeilt is also required under Applicable
LaApplicable Law requirement will satisfy the corresponding rogm renmert ander this Security
te
15. Guyernmg Law; Severability; Rales of Comtradfan. This Socurity lnstrurnead shall be
governed by federal law and the law of the jurisdiction in which the property is located. All rights and
obligations contained in this Security Instrument are subject to any rogmrnraents and limitations of
Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it
might be dent, but each silence shall not be construed as a prohibition against agroement by coniz'aot. In
the event that any provision or clause Of this Security InSLumenl or me Note conflicts with Applicable
Law, such conflict shall not affoct other provisions of this Security Instrument err the Note which can be
given effect without the coa inti ag provimon.
As used in this Security Instrument: (a) words of the masculine gender shall mean and include
corresponding neater words or wards of the feniinina Sender (b) words in the singular shall mean and
uichrdo the pbaal and vice vasa; and (c) the word "may" gives sole discretion without any obligation to
take any action_
17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Seomity Instrument.
I& '[lander of the Property or a Beneficial Interest In Borrower. As used in this Section 18,
"Interest in the Property" means any legal or beneficial interest m the Property, including, but not limited
to, those bcacScial interests transferred in a bond for deed, contract for dead, installment salts contract or
escrow agre==4 the intent of which is the amara of tiOc by Borrows at a farmer date to a purchaser.
If aU or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower
is not a natural person end a benelicial interest in Borrower is sold or ttuwferrcd) without Lender's prior
written consent, Leader may require immediate payment in foil of all sums secured by this Security
Instrument. However, this option sbslL not be exercised by Lender if such === is prohibited by
Applicable Law.
If Lender eaercisca this option, Lmder shall give Borrower notice of acceleration. The notion shall
provide a period of not lean than 30 days *nm the date the notice is given in accordance with Section 15
within which Borrower must pay all same secured by min Security Instrument_ If Borrower nils to pay
these sans prior to the cxpication of this period, Lender may invoke any remedies parmitind by this
Security Instrument without further notice or demand an Borrower.
19. Borrower's Bight to R®state After Acceleration. If Borrower meds certain conditions,
Borrower shall have the right to have enforcement of this Security Inhume l discontinued at any time
prior to the earliest of: (a) five days before sale of the Property ptavuant to any power of sale contained in
this Security Instrument; (b) such tither period as Applicable Law might specify far the termination of
Borrower's right to rewstxtc; or (c) entry of a judgment eafmsing this Security lastromrent Those
conditions ata that Harrower (a) pays Leader ell sums which then would be due ands this Security
Instrument and the Note as if no acceleration had occurred; (b) caress any default of any other covenants or
agre—enta; (c) pays all expanses incurred in enforcing this Seomity Inahu=aal, inelmding, but not Limited
to, reasonable attorneys' furs, property inspection and valuation few, and other fens incurred for the
purpose of protecting Lender n interest in the Property and rights under this Security Instrument; and (d)
takes such action as Lender may reasonably require to assure that bender's interest in the Property and
rights under this Socnrity Instrtmmeat, and Borrower's obligation to pay the sans secured by this Security
Instrrmmt, shall continue unchanged. Lender may require that Borrower pay aucb rebrstataxneat suns and
expensea in one or more of the following forms, as selected by Lender (a) ca*- (b) money Order, (c)
WASWNGTON—SAtrgh Famly-FamuMMs&Trsddta Use UNFORM IRMUMMTl
CJ4"A1 (-II) Pape 11 of 15 Initw A Form 300 %1
First American Title
certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon
on institution whose deposha are insured by a federal agency, instrumentality or entity, or (d) Electronic
Funds Transfer, Upon reinstatement by Borrower, this Security Instrument and obligations secured bereby
shall remaiu folly effective as if no acceleration had occurred. Howwar, this right to remstate shall not
apply in the case of acceleration under Section Ig.
20. Sala of Note; gwnge of Loan Servicer; Notice of Grievance. The Note or a partial interest in
the Nota (together with this Security Instrument) can be sold one or more times without prior notice to
Borrower. A sale might result in a change in the entity (known as the "Loan Services"') that collects
Periodic Payments due under the Note and this Security Instrament and performs other mortgage loan
servicing obligations mods tbo Note, this Security Instroment, and Appfic ablo Law_ Thera also might be
one or more changes of the Loam Service, unrelated to a sale of the Note. If than is a change of the Loan
9"crr, Borrower will be given written notice of the change which will state the name and address of tho
naw Loan Servicer, the address to which payments should be made and any Other information RESPA
requires in connection with a notice of transfer of servicing. If the Note is sold and thereafter the Loan is
serviced by a Loan Service other than the purchaser Of the Note, the mortgage loan servicing obligations
to Borrower will remain with the Logo Servicer or be transferred to a successor Loan Servicer and are not
assumod by the Note purchase unless atberwise provided by the Note purebaser_
Neither Borrower our Lender may commence, join, or be joined to any judicial action (as "ar an
individual litigant or the member of a class) that aures from the other party's actions puuauant to this
Security Instrument or that alleges that the other party has broached any provision ot; or any duty owed by
reason of, this Socroity Instrument, until such Borrower or Lender has notified the other party (with such
notice given in compliance with the requirements of Section 15) of such allcgod breach and afforded the
other party harts a reasonable period atter the giving of each notice to take corrective action. Lf
Applicable Law provides a time period which must elapse befare certain action can be taken, that time
period will be deemed to be reasonablo far proposes of this paragraph The notice of acoelrration sad
opportunity to cure given to Borrower pursuant -to Section 22 and the notice of acceleration given to
Borrower pmstuwd to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective
action provisions of this Section 20.
21. Harerdons SubstSlnces. As ustld in this Section 21: (a) "Hazardous &bsmnces" are those
substances defined as toxic or 1— oue substances, poUutants, or wastes by Environmental Law and the
following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides
and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive matoiala;
(b) "Environmental Law' moans fcdc al laws and laws of the jurisdiction where the Property is located that
relater to health, safety or cnvannmtntat protection; (c) "Favironmental Cleanup" 'includes any response
action, remedial action, or removal action, as defined in Environmental Law; and (d) no "Environmratal
Condition" moans a condition that can cause, contribute to, or otherwise trigger an Fnviromneatal
Cleanup.
Botrowrr shall not cause or permit the presence, me, disposal, storage, or ralesso of any Hazardoas
Substnnces, or threaten to release any Hazardous Subsbmces, on or in the Pmperty. Borrower shall not do,
nor allow anyone else to de, anything affecting the Property (a) that is in violation of any Environmental
Law, (b) which dies as Environmental Condition, or (e) which, dna to the presence, usc, or release of a
Hazardous gnbeGnce, crootea a monditiou that adversely affects the value of the Property. The preceding
Two seateaees shall not apply to the presence, usa, or storage on the Property of small quantities of
Ilazardous Substances that are genmally recognized to be appropriate to normal residential uses and to
maintenance of the Property (including, but not limited to, hazardous substances in crmsataer products).
Borrower shall promptly give Lender written notice of (a) any investigation, claim, dtmsad, lawsuit
or otber action by any governmental or mgulatmy agency or private party involving the Property And any
Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any
Environmental Condition, including but not limited to, any spilling, lealdng, discharge, Meese or thtcat of
WASKWOTDNStrgle FamOy-FannlsUaefFreddlaMac VNMRM rNMUMENT
Cq-0(WA) (o811) Papa 12 or 15 INdah: �J Form aim tN1
First American Title
relmse of any Ilarardow Substance, and (o) say condition caned by the prpserree, Use or release of a
Hazardous Substance which adversely affMU the valve of the Property. If Borrower learns, or is ratified
by any Sovernmmtal Or regulatory authority, or any private party, that any removal or ether remediation
of any Hata ous SubstanceoEwting the property is necessary, Borrower shall promptly lake all accessary
remedial actions m seenrdanee with Envirvamentai Law. Nothing herein shall crmte any obligation on
Leder for an HwAronmrdtal Cleanup.
NON-UNIFORM COVENANTS- Borrower and Lender further covenant and agree as follows:
22. Acceleration; Remedies. Lender dull give notice to Borrower prior to acceleration fallowing
Borrower's breach of any mveomt or agreement to dila Security Instrument (bot rent prior to
acceleration ander Section erg mileaa Applicable lxw provides otlierwiscj The notice dun specify-. (a)
the detaulh; (b) the action required to care the default; (c) a date, not less than 30 days from the date
the notice is given to Borrower, by which the default must be cured; and (d) that failure to cure the
default on or before the date specified to the aotice may result to acceleration of the sums secured by
this Security Inrtrument and We of the Property at public auction at a date not leas than 120 days in
the futare. The notice shall farther inform Borrower of the right to reinstate after acceleration, the
right to bring a court s cilan to astert the non-eris6ence of a default or any other defenst of Borrower
to acceleration and sale, and any other matters required to be included In the notice by Applicable
Law. U the default is not cared on or before the date specified in the noffce, Lender at its option,
may require immediate payment to full of all sums secured by thla Secmity Instrument without
farther demand and may invoke the power of este and/or spy other remedies permitted by
Applicable Law. Lender shall be entitled to roller all expenses incurred in pnrrming the remedies
provided in this Section 22, including, but not limited to, reasonable attorneys' fen and costs of title
evidence.
If Lender invokes the power of Wck Lender shah give written notice to Trustee of the
occurrence of an event of default and of Lender's election to rause the Property to be sold. Truetae
and Lender shall take rock action regarding notice of sale and shall give inch notice$ to Borrower
and to other persons as Applicable Law may require. After the time required by Applicable Law and
after publication of the notice of tale, Trustee, without demand on Borrower, shallsen the Property
at public auction to the highest bidder at the time and place and under the terms dtmgnated in the
notice of We in one or more parcels and in say orderTrustea determines. Trustee may postpone sale
Of the property for a period or periods permitted by Applicable Law by public announcement at the
time and place fixed in the notice of sale. fender or its designee may purchase the properly at any
We -
Trustee shall deliver to the purchaser Trasttt's deed conveying the Property without any
covenant or warranty, expressed or Implied. The recitals in the Trustee's deed shall be prima facie
evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale to
the following order: (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's
and atturueyr' fees, (b) to all sums -cured by this Stcarity Instrument; and (c) any excess to the
person or persons legak entitled to 11 or to the clerk of the superior court of the county in which the
We took place.
23. lieconveyuuM Upon payment of all senna secured by this Socnsity Tnsfxnment, Leader shall
request Trasteo to reconvey the Property and shall =n=dcr this Sccm* lnstsument and all notes
evidencing debt secured by this Security Instrument to Trustee. Trastae shall reconvey the Property
without warranty to the person or persons logally entitled to it Such person err persons shall pay any
recordation coots and the Trustee's fee for preparing the roeoovcyance.
24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint
a successor trustee to any Trustee appointed has order who has ceased to act Withoul conveyance of the
Pfaperty, the wccessar trustee shall soCCeed to all the title, power and duties conferred upon Trustee
herein and by Applicable Law.
W INOTON-Sngle Fwnay-Faruds unaWrMNIa plc UNIFORM INSTRUMENT
t -0tWA) (0811) Pager 13 of 15 tnMals: Form 3041 11Qt
First American Title
Z5. Use of Property. The Property is not used principally for agriculhuel purposes.
Zb. Attarneys' Feet Leader shall be entitled to r =Vet its reasonable attorneys' fees and coats in
any action or prOeecdiag to coastrac or enforce any tum Of this Security Instramc>d. The term "attorneys'
few," whenever used in this Security fnstm=mt, shall include widwin limitation aucaaeys' few incurred
by Lender in any bankruptcy proceeding or on appeal.
ORAL AGREEMENTS OR ORAL COMIIIQTL41ENT5 TO LOAN MONEY, EXTEND
CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE
NOT ENFORCEABLE TINDER WASKINGTON LAW.
BY SIGNNO BELOW, Borrower accepts and agroes to the terms and covenants contained in this
S--ty Instrument and w any Rider crreeidW by Borrower and recorded with iL
W itneases:
(leak)
QS-Rnmower
- [w
.Benowa
_ (Seal)
-B=0e
Bcnower
—. (Seek)
-Bcwo
_ (Seal)
-Bar
— (Seal)
-Bao
W INOMN-SA" Fatmry-FanrtWMaelFreddiailac IINIFORmKsTRturt
-0IWAI (0811) Pape 14 of 15 Form 3018 101
First American Title
STATE OF WASE ONGTON
Comity of KI JJ6
On this day personally appeared before meVAMN LANZ AND aAMIE M. LANZ
t0 me !mown to be the individual(s) descaibat in and who executed the within and foregoing instnnneat,
and acimowtedgal that be/ahchhey signed the same as hia1iodtheir free and voluntary act end decd, far the
ries and purposes therein mentioned.
GIVEN under my hand and official waJ this day of NQ � (G/ .2
Nmry Prtlp
8maf Wafltlp�on
ti W L A1ghk -Y m tic and for the 5 of Washmgmq resit at
cw1�aR E*1 MW114 �i,��Yz -- %sl .ate
My Appointment Expires on
VILSHM.TON-Sinp FwY4y-FannI*MaaWnxkS*Mat UNWORN tNMUMENT
G(WA) (0811) Pape 15 of 15 Inrdals:, � Form 3M8 1101
First American Title
1-4 FAMILY RIDER
(Assignment of Renta)
THIS 1-4 FAMILY RIDERis made this 17TR day of NUVERC ex, 2011
and is incorporated into and shag be deemed to amend and supplement the Mortgage, Deed
of Trust, or Security Deed (the "Security Instrumenr) of the same date given by the
undersigned (the "Botfower) to secure Borrowers Note to WELLS FARGO BAtrE, N.A.
(the
'Lender') of the same date and covering the Property described In the Security Instrument
and located at: 6206 BE 2ND PLACE, RW?roN, SA 99059
[Property Address)
1.4 FAMILY COVENANTS. In additton to the covenants and agreements made In the
Security Insbument, Borrower and Lender further covenant and agree as follows:
A. ADDITIONAL PROPERTYSUBJECTTO THE SECURITY INSTRUMENT. In addition to
the Property described In the Security Instrument, the following items now or hereafter
attached 10 the Property to the extent they are fixtures are added to the Properly description,
and shall also constitute the Property covered by the Security Instrument: building materials,
appliances and goods of every nature whatsoever now or hereafter located in, on, or used, or
Intended to be used in connection with the Property, Including, but not limited to, those for
the purposes of supplying or ciLstlibuting healing, cooling, electricity, gas, water, air and light,
fire prevention and extinguishing apparatus, security and access control apparatus, plumbing,
bath tubs, water heaters, water closets, sinks, ranges, stoves, refrigerators, dishwashers,
disposals, washers, dryers, awnings, stone windows, storm doors, screens, blinds, shades,
eurtalns and curtain rods, attached' mirrors, cabinets, paneling and attached floor coverings,
all of which, including replacements and additions thereto, shall be deemed to be and remain
a pert of the Property covered by the Samatty Instrument, All of the foregoing together with
the Property described in the Securlty Instrument (or the leasehold estate If the Security
Instrument is on a leasehold) are referred to in this 1-4 Family Rider and the Security
Instrument as the "Property."
S. USE OF PROPERTY;COMPLIANCEWITH LAW. Borrower shall not seek, agree to or
make a change in the use of the Properly or its zoning classlficoWn, unless Lander has
agreed in writing to the change. Borrower shalcomply with all laws, ordinances, regutatfons
and requirements of any governmental be* applicable to the Properly.
C. SUBORDINATE LIENS. Except as permitted by federal law, Borrower shag not allow
any lien inferior to the Security Instrument to be perfected against the Property without
Lenders prior written permission.
D. RENT LOSS INSURANCE. Borrower shall maintain Insurance against rent Ions to
addition to the other hazards for which Insurance is roquired by Section 6.
MULTISTATE 1- 4 FAMILY RIDER - Fannie MaefFreddie Mae UNIFORM INSTRUMENT
Form 3170 1101
NMFL 3170 (14FR) Rev 2/2009
Wolters Kluwer Financlal Services
VMP 0-M (0B11)
Page 1 of 3 Initials"
First American Title
E. "BORROWER'SRIGHTTO REINSTATE-DELETED.Section 19 Is deleted
F. BORROWFR'SOCCUPANCY, Unless Lender and Borrower otherwise agree In writing,
Section 5 Concerning Borrower's occupancy of the Property is deleted,
G. ASSIGNMENT OF LEASES. Upon Lenders request after default, Borrower shall assign
to Lander all leases of the Property and all security deposits made In connection with leases
of the Property. Upon the assignment, Lander shall have the right to modify, extend or
terminate the existing leases and to execute now leases, In Lender's sale discretion. As used
in this paragraph G, the word 'lease shall mean 'Sublease' If the Security Instrument Is an a
leasehold.
H. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER; LENDER IN POSSESSION,
Borrower absolutely and unconditionally assigns and transfers to Lender all the rents and
revenues ("Rents') of the Property, regardless of to whom the Rents of the Property are
payable. Sormwer authorizes Lender or Lender's agents to collect the Rents, and a roes that
each tenant of the Property shall pay the Rants to Lender or Lender's agents. However.
Borrower shall receive the Rents until: p) Lender has gHen Borrower notice of default
pursuant to Section 22 of the Seourtty Instrument, and (i3) Lender has given notice to the
tenant(s) that the Rents are to be paid to Lender or Lend s agent This assignment of Rents
constitutes an absolute assignment and not an assignment for additional security only.
If Lender gives notice of default to Borrower. (1) all Rents received by Borrower shall be
held by Borrower as trustee for the benefit of Lender only, to be applied to the sums secured
by the Security Instrument; (H) under shall be entitled to culled and receive all of the Rents
o the Property; (Iii) Borrower agrees that each tenant of the Property shall pay all Rents due
and unpaid to Lender or Lender's agents upon Lender's written demand to the tenant; flv)
unless applicable law provides otherwise, all Renta collected by Lender or Lender's agents
shall be applied first to the costs of laking control of and managing the Property and
collet" 'the Rents, including, but not limited to, attorneys fees, recelver's fees, premiums
on receivers bonds, repair and maintenance oasts, insurance premiums, taxes, assessments
and other charges an the Property, and than to the sums secured by the Security Instrument;
(v) Lander, Lender's agents or any Iudidally appointed receiver shaft be liable to account for
only those Rents actuafy recall; and (vi) [.ender shat] be entitled to have a receiver
appointed to take possession of and manage the Property and colied the Rents and profits
derived from the Property without any showing as to the inadequacy of the Property as
security.
If the Rents of the Property are not sufficient to cover the costs of taking control of and
managing the Property and of collecting the Rents any funds expended by Lender for such
Purposes shall become Indebtedness of Borrower to Lender secured by the Security
nslrument pursuant to Section 9.
Borrower represents and warrants that Borrower has not executed any, prior assignment
of the Rents and has not performed, and win net perform, any act that would prevent Lender
from exercising its rights under this paragraph.
Lander, or Lenders agents or aIudicially appointed recelver, shall not be required to enter
upon, take control of or maintain a Properly before or after giving notice of default to
Borrower. However, Lender, or Lender's agents or a Judlcialy appointed receiver, may do so
at any time when a default occurs. Any application of Rents shall not cure or warve any
default or invalidate any other right or remedy of Lender. This assignment of Rents of the
Property shall terminate when all the sums Secured by the Security Instrument are paid in full.
1. CROSS -DEFAULT PROVISION. 13orrowers default or breach under any note or
agreement in which Lender has an interest shall be a breach under the Secunty Instrument
and Lender may invoke any of ft remedies permitted by the Security Instrument.
MULTISTATE 1- 4 FAMILY RIDER - Fannle MaalFraddle Mac UNIFORfMNSTRUMENT
VMP -S7R (0811) Page 2 of 3 tntOalag A4i Form 3170 1101
First American Title
BY SIGNING BELOW, Borrower accWls and agrees to the terms and covenants container!
In this 1-4 Family Rider.
(Seal)
-Borrower
(Seal)
-Borrower
(Seal)
-Borrower
_.._ (Seal)
-Borrower
(Seal)
-Borrower
— (Seal)
-Borrower
— (Seal)
-Borrower
MULTISTATE 1- 4 FAMILY RIDER - Fannla MaolFrsddle Mac UNIFORM INSTRUMENT
VMP •-57R (0811) Page 3 of 3 Form 3170 7101
First American Title
N
Exhibit A
Tax Parcel
1423059117
Legal Description
LOT 3 OF SI TORT PLAT NO, 484106, AS RECORDED UNDER RECORDING NO.
9505170617, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 14, T0'WNSHIP 23, RANGE 05 EAST, RECORDS OF KING
COUNTY AUDITOR;
SITUATE IN THE CITY OF RENTON, COUNTY OF KrNG, STATE OF WASHINGTON.
First American Title
5. Exception_03_75071 70568
THIS AGREEMENT made this day of d _
by and between Rrnd Cdr! ►��11
his- "Le
CC) hereinafter called "Grantors", and King County Water District
No. 90, a municipal corporation of King County, Washington,
hsreinafter called "Grantee."
WITNESSETHi
QThatsaid Grantor(s), for valuable consideration, do(es) 5y
these prascanrs grant, bar,�in, sell, conVLy and confirm unto the.
said Grantau, its successors, or assigns, a right-of-way or ease-
ment for Dater and Sewer Mains with necessary appurtenances over,
through, across and upon the following described property situated
La King County, Washington, particularly described as follows,
A FZPMANENT EASEMENT described as the Southerly 30 feet of the
E� of [he tPt of Section 14, Township 23 North, Range 5 -East, W.M.•
lees County Road.
FILED for Record at Request at
AiCrK€.-�
Record Owner, gnrt Z h-rel.l Easement No. 14-23-5-4
941 l tAve. S.W.
Seattle. Washington 98106
First American Title
Tfat said Grantee shall have the right without prior institution
of any suit or proceeding at Law, ad times as may be necessary, to
enter upon said property for the purpose., of construCting, repairing,
altering, or reconstructing said Water or Sewer (lain, or making any
connections therewith, without incurring any Legal ahli_gation or lia-
bility therefor; provided that such construcwing, repairing, altering
or reconstructing of ,said Water or Sewer Main shall be accomplished
in such a manner that the private improvements existing, in this
right-of-way shall not: be disturbed or destroyed, or in the event
:] they Are disturbed or destroyed, they will be replaced in as good a
il condition as they were immediately before the property was entered
J upon by the Grantee:
The Grantor shell retain the right to use the surface of said
J easement, so long a& said use does not interfere with the installa-
tion and maintenance of the Nater and Sewer Main and no long as no
permanent buildings or structures are erected on said easement.
This easement shall be a covenant running with the land and
shall be binding on the successors, heirs, rind assigns of both
parties hereto.
STATE OF WASHINGTON)
) SS
COUNTY OF KING )
I, the undersigned, a notary public in aqd for the St t of
Washington, hereby certify that on this rYl 7 _ day of T
, 192$, personally appeared before me
R n no 7cqJrr Z and _
to me known to be the individuals described in and who executed the
foregoing instrument, and acknowledged that they signed and sealed
the same as their free and voluntary act and deed, for the uses
and purposes therein mentioned.
Notn,ry Public in And for the
State of WsGhington. )residing at
All--
`rt�i„
s'cE
First American Title
Cm
First American Title
6. E=xception 04_8503010803
tyrl
ft13
ORIGINAL -
EASEMENT
For and In CnnfZ,no on of tine Dullar (31 OW and other salvable cntuidcranon. the rcaipt of which a hereby
arkaawtcdged• DEWEY F. ROSS and VIVIAN M. ROSS, husband and wife. IL
("Grantor' Nereid), hereby grants, comet's and warrants to PUGET t0E•'\D POWER R I.IGkT COMPANY. a
µnhi;tglon rorposatton {-Gnnlee- hercin}, for the purposes haslnahcr Set lords. a perpetual caR nru nt over, manta and
reOW the following dmcsibtd real Proper[}' (The-ProPeny' herciN in — --.-.1�1 Clira Y, Washington:
SEE EXHIBIT "A` ATTACHED HERETO R--C(lr - 0
+. y.yr�, �ltl
S5
1% ENCfS£ TAX NOT P,EQU'07-
4SIna u P.wc ds G-.. n
SY � dittf��c� Utl.�if
Eacpt as may be aluiwise set forth herein Grantees rights shall bt exercised upnn thxt pnninn of the Property lehe
'Right-of•Way' hacinl described as follow-
A R ight-of-Way ten I1 f1S_ _ � feet in width hating z 1V 2 1 _ feet of such width on each side
of a centerline described As follows:
The centerline of Grantee's facilities as constructed or to
he constructed, extended, or relocated, lying within the
above described Parcel C and within the Sou -ch five (5t' feet
of the above described Parcel A. .MM
n=� K
FLU) FOR RECORD AT �E*E!g OR
r;t4 r
;j VISION
1- Pwpme. Grantee shall have the right to construct- operate. maintain- repair. teplaoe and enlarge one or mo¢
ekark trammission andfor duinhucion litres oscr and:'or under the Right -o6 Way logether with all neanary or
carn,micm appur rartm thcrrto. which may include but arc not litnded to the followaw
1 Oserhtwd faciGlks. Pgks antro[ towxra with crossarms, brans, guys and anchars. electric tntuT111Ui0d and
dinnbution fens: ctmmutu;aiion and signal litres; tmnsfarmen,
b. Undefpan& d fieW ta- Undergrouad conduits, cables. faults, tranhoks, switches and tranafgr:Ktf. semi -
buried or gourd mounted fa Ailim such as pads, leansfonners and sfvituhes.
Foi3owing the initial construction of its fanlilim, lirantea My from timeto time construct such addilfonal littrsand
ahu facilities as it may rrquirc.
2_ Aeveu Grants shall have the right ofa=cess tome Rigln-of.Way ever ardacnm4hc Propenytornabk Grantato
rmercise it riots lnrcuader. provided -that Grant" shall compensate Gronwrfor any damage to the Prdprny musd by the
exemia ei said right of ao ea
A Crrttlnlolireea.Grantecshal, .,Wtbc right locut or tq,r- yaad all brush ar treestandingnr grawingvponihe
Ried-of-Way,and also are right i-1 Or trim any trees upon the P -WY which. in falling could, in Grantees reasonable
jr,dgesaert, be a luatard to Grantee's faNtim.
6. Grfvrlar'a tae offZi�tbuf•Wa7,Grantor reserves tro,optlo uK the AilthlOf-Wayforany purpose not jMonsictent
with the rights herein gcantW, providW. that Grantor shall not consteod or ma -main any buildiggor other sln6aum on the
Right-of-Wayand Grants shab3o fro hlaaingwithin Sq0 fee atGranlrc's farif hies wBho•.ar rantees prior wsitL-n corucnt
S- 1e6e111Mt7, By aoceptinptrd rrcordir4th1seasesrtent.Unmet Agusta inderimfyand hold harmless Grantor from
anyand all elaimsforinj urin and)ordamalas suffered by any person which may be caused by eheGrantr<sexercue of the
rights baric granted; provided. that Grantee shall nor frr respodsible to Gndror forzny' injuries sect! or damages roan}
petsgn caused by ads or omissions of Gnamor.
b. A4andompM- The righty kein granted shall continUeuntil such time as Granueraases tow the RigMbf-Way
(or. period of fsve (S) st om&e years_ in.rhich event this easement shall terminate and all rights hereunder shall seven to
Grantor, providrel, Thal no abandonmeot shall hedeenwd to haxoomacd by reason o€Grantee's failure to initialty install
its fatalities on the RigbboF-Way wvhin any period of time from the date hercwf.
R -M6 KIT6, SI
e'r'a 10%2%11? l Z15 -s'1 rVC
First American Title
7. Sueeemr and Aargm Tht rights and obbpliom of the parties stint inure to the betscfri of and be 6inales e,
thea respecrn a successors and assign.
DATED this 'A 5 � day of
{ tiT4R
Ross
a,
LI STATE OF WASHINGTON 1
COUNTY OF I
Oa this day personally appeared before mc. .795
ro me known Lo tc ntdix;dual deacn to and who executed the within a+d fosetving,u
acknowiedgad shae�eiga II the tame asftec aed +oluruary as and deed for the uc� andfu6pp� thvst� `,
—nt,er M-
GIVEN under my hand and official nnl rhit
'.A
Notary Public in and for the
residing.[ —.
STATE OF WASHINGTON )
SS
COUNTY OF )
On this day personally oppcattd Wore rnr
IG a" kn4wrl Io , the i.ividuai—described in and who eaecutcd the within^and foregoing inanInIcnr, and
wl
acknoedged nhat .ighed the same as fmc and voluntary an and deed for the u=r and purposes therein
rfenhonttl.
w
GIVEN under my hard and ofrrcvl sewl'hi, --,__..dey of . t9—.
Notary Public in and for the State of Washington,
residing at .�� ,
STATEOI: WASHINGTON y
SS CORFORATEACKNOWLEMMENf
COUNTY OF )
On th day of _ �_..�� , 19� before me, the undrrsigntd. personally appeared
and__ - - - -
to me known to be the , - _ and . mpndivcly. of
the carparaaion that exmutcd the foregotng instrument,
and acknowledged the said inslrimcm to be the free and voluntary act and deed of said corporation, for the luta and
purpo therein nncnfioned, and an nark statW that aulhotised to ex"ute the said
tMtrumem and than the eval &Mxed a the cnrporate seal of said corpo.P...
Witness my hand and offsciat s 1 hereto afftr ed the day and year Cast above w+iettm
Notary Public in and for the Start of WashaVoa,�
nesdS]Ig At
First American Title
Z6
L, -L
yuartar of the 14MONWe-t JkjIA I -L, us111, Ob"1144" WebL 1247.10
feet to the Eaist It"13 of tl'c+ %qb't 1p r-1 ' r ant.
i.1.1
thence parallel to the West Jjrjn rr Zaili !;(iQOtIalit ljadstey Ut
the Northwest ILLATtet. North West. 15? -0) feet;
South OB'S"17' VAS., 1247,34 feet of a pkLjtL. tjorth 0'29'02"
West from the point of FteyinniuUi ttuno6 parallel to the East
OO
line of Said Southeast LlUdrLOY Of the Northweat qudrLar.
Louth 0128'02' U&SE 157,51 tC!t)t to the VOInt Of
EXCEPr' the LISt 150 feat thereat.
PARCEL B,.
The
, West 30 feet of the Southeast quarter Of the Northwest
quarter of Section 14, Township 23 North, Range 5 East, W-14—
in King County, Wa5'hjr)9LDn;
EXCEPT the North L67.07 feet therm)F,
PARCEL� C_
The South 30 feet of the Sufutheast 413AIVk-r of the Northwest
quarter of Section 14, Township 23 North, Range 5 Leat, W -M-
irk King County, Washincitun-,
EXCEPT the East 30 feet thereoF-
First American Title
7. Exception_05_8505170617
That portion of the Southeast Quarter of the Northwest Quarter
of Section 1.4, Township 23 North, Range 5 East, W.M., in Bing
County, Washington, described as follows:
Beginning at a point North 0°28'02" West, 30 feet and North 8e55'44',
nest 30 het from the Center of said Section 14; thence continuing
parallel to the South Line of said Southeast Quarter of the
Northwest Quarter, Borth 86°55'44"W, 1247.10 feet to the East
Line of the West 30 feet of said subdivision; thence parallel
to the West Line of said Southeast Quarter of the Northwest
Quarter, Horth 0°33'03"''Weat , 157.07 feet; thence South
88657'17" East, 1247.34 feet to a point North x'28'02"West
from the Point of Beginning; thence parallel to the East Line
of said Southeast Quarter of the northwest Quarter, South
0°28'02" East, 157,51 feet to the Point of Beginning.
EXCEPT the East 150 feet thereof.
i
TOCL111EL WITR rho Went 34 feet of the Southeast Quarter of the Northwest Quarter of
Section U, Township 21 berth, Range 5 Kart, W.H., in [inx County, Washiniton;
V=Pr the sortb 187.07 feet t}ereof.
AND T'Crx!NLR WITH the South 70 feet of the Southeast Qparter of the Northwest Quarter
of Section 14, Township 23 North, Range 5 test, W.M., is King County, Washington; o
EICM the seat 30 feet thereof.
SUB= TO as aaaawmt for rater and sever mine, pet A.f.i 7547170565.
51 ire^
11/ap on FIN in vaults
Page 1 of
91408T PLAT NO 466146
i.. _SL
T._'23 R.f:_
KIN0 COUNTY, WASHINGTON
This spec* rssarved for
APPRC"L
recordar's use
Deprrtnant of plfnning and foatWnlcy Developesnt
>`
>!
Building and Land Developwnt Divlrion
0
_A
Examined and approved this �f'day of
w
iu
n ca
w
Manager, Building s Land Development Divisio
aj
r
Department of Public Works
Ex.mined and APProvld thus day of
1
riled for record at the
request of:
N
Direcror
LI?
Nage
Lr=pa rancnt of Assessments
*" y
Examined and appmved this dey of
C'
1 -{ 29 6
w17
a
Return for
JLiI f''�^'L•-i�-i �} �li-- _ _
Assessor
a45p
Building A Land Development
HC A4,m,nietratiDn Bldg
CA
Seattle, Washington 98104
85r05i17 140617 B
RECD F 9.50
LEGAL t1ESCRUPfIGN
(as per deed)
REV 5 15. OD
C0.SHSL ***24•50
55
That portion of the Southeast Quarter of the Northwest Quarter
of Section 1.4, Township 23 North, Range 5 East, W.M., in Bing
County, Washington, described as follows:
Beginning at a point North 0°28'02" West, 30 feet and North 8e55'44',
nest 30 het from the Center of said Section 14; thence continuing
parallel to the South Line of said Southeast Quarter of the
Northwest Quarter, Borth 86°55'44"W, 1247.10 feet to the East
Line of the West 30 feet of said subdivision; thence parallel
to the West Line of said Southeast Quarter of the Northwest
Quarter, Horth 0°33'03"''Weat , 157.07 feet; thence South
88657'17" East, 1247.34 feet to a point North x'28'02"West
from the Point of Beginning; thence parallel to the East Line
of said Southeast Quarter of the northwest Quarter, South
0°28'02" East, 157,51 feet to the Point of Beginning.
EXCEPT the East 150 feet thereof.
i
TOCL111EL WITR rho Went 34 feet of the Southeast Quarter of the Northwest Quarter of
Section U, Township 21 berth, Range 5 Kart, W.H., in [inx County, Washiniton;
V=Pr the sortb 187.07 feet t}ereof.
AND T'Crx!NLR WITH the South 70 feet of the Southeast Qparter of the Northwest Quarter
of Section 14, Township 23 North, Range 5 test, W.M., is King County, Washington; o
EICM the seat 30 feet thereof.
SUB= TO as aaaawmt for rater and sever mine, pet A.f.i 7547170565.
51 ire^
11/ap on FIN in vaults
Page 1 of
First American Title
SEk, NWk, SEC. 14, T.23N., R,5E.
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Land SYrvVYOr•• cortificat l:
Mis short plat corractly rsprss
suiwy verde by ave Or undor ey dlra.'[ion
ler paaforasncr rl th the' requl7Mr'
nat
approprlata state and county statuta and
Ofdlnsnca.
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Shore Flat ■d. 4861015
Map on Fila In Vault
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Di rectia�:
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Scat e: 1" • 2001
Paga��0f
First American Title
COVENANTS, CONDITIONS, AND RESTRICTIONS R!1NNING WITH THE LAND:
That portion(s) of nd 6th
which adj0Ins the subject au v a on s a pu c x g t -o -way,Tr
Is described in.tbe King County Comprehensive plan as a "local access
s*rest or toad" and in accordance eith the standards therein, may be
required to be improved for future County street, road or thoroughfare.
The owner, his granters and asaigns, hereby agree to participate
in, and/or not oppose or protest, the formation of a County Road
Improvement District (CRUD) pursuant to RCW 36.88 or any Road Improve-
ment project sanctioned by king County, which is designed to improve
said atreet(s) and the immediate street system of which it is a part.
Timing of the formation of said GRID or other road improvement
project shall be detormioed by King County. The street improvement
authorized by the CRID or other road improvement project shall call
for the improvement of said street(s) and its immediate street system
to at least the minimum King County road standards applicable to said
street(s) and the immediate street system at the time the CRID or
other road project is formed; provided that, in situations where there
is a multiple ownership of properties participating in the formation
{. of the CRID, or other road improvement project, if a majority of the
r4 property owners want a higher standard, i.e., curbs, gutters, under-
ground drainage, etc., that standard shall prevail.
ri
60
U5
M
Short Plat Wp, 484106 Paas _J_ef_Z_
First American Title
aECUMTION OY COVENANT
RiGAMINO USE MW WaWr N)WCE
OF MING COWT 1209T Or MAY iY
AWACEPT F)WERTY OPNO
In consideration of approval by Xing County of a sight -of -
ray tis* posit for the use of the road right -of -May dsscribad
belowo LitLrAFy F. —Coes— iwla L/ivi4.v -�PAtr I
property mmer(s), a*roby covenant and agree as fallows:
1. I/Ke are wnwrs of the following described real property:
leer /, e' 3 ~ it 4— k4,0 e4,wvrY
SF/OrBT 0Gd➢r A/O. 4941/OL-
rf '
rl
2. I/We have requested issuance of ■ Ring County right-af-
9) Kay nee permit to place the following ieprovamsntr ,Jv R., t f
ear, lr"nf s - .. G•, f a,r 5� �, /. l` i/
1A the road right-of-Msy for the folloMingrF4'7 County street
X6.
which serves the above-deacribed real property.
2. The wne:a of the real property described in paragraph 1
hereby assure Sols responsibility far the "Intonance of the
improvement described is paragraph 2.
d. No enlargement or alteration of the improvement described
in puagraph 2 except rootiue maintenance is permitted without
prior approval of King Coanty.
S. The owners of the real property described in paragraph 1
"Caby hold nag County harmless from all costs, expenses, losses
and damages, including the post of defense incurred as the result
of the existence, operation or use 'f the UVrovemant described
r in paragraph 2.
Swr &T No. fdi/GK
PnGjl� OF -Z-
First American Title
f. It is hereby acknowledged that the Improvement
described In paragraph T is located in a Xing County road
right -of -wry. In the event )ring County determines that the
subject road right-ofwaf is needed for public purposes or
has became a haaard to the safe public use of the road right-
of-way, Xing County may order the owners of the property
described in paragraph I to remove, repair or alter said
iaproves
ants at said property owner's expense. quid Owners
agree to iasadistaly wmply with any such orders.
j 7. In the event that Xing County detOMihes that the
I rr iaprovessnt■ d -scribed in paragraph 2 have become a public
0p health or safety haaard or if the owners of the real property
ro g ' daseribed in paragraph 1 fail to comply with any Xing County
L order issued pursuant to paragraph b, Icing County has the
right to rewove, repair or sites said improvements without
notice to amid owners. Said owners shall compensate sting County
for the costs of such removal, repair or alteration.
S. Thin agresmsnt is binding upon the heirs, SuCCeasOts
and assigns of the owners of the real property described in
Paragraph i and is a covenant running with the land.
VATBo this 3L- day of hnr"
Comm or KING }
I� 1�»welc. notary Public in
and for the state of Washington, do hereby certify that on this
day ofj, It=. personally appeared
bafan ! ��,.AtU FS Dose a.A 1fgy, —ii�azs • to ae known
f r -
i
i
{
Sow RJW No. fdf/D6 PAGe Sof 7
First American Title
to be the individual..L described in and who executed the within
instrument and.aeknowledged that signed the ssrie ■s
i
free and voluntary act and deed for the uses and purposes
herein mentioned.
GIVEN UNDER NY NAND AND OFFICIAL SEAT, this --?-41'aday of
;�16p� ubIic�Yn: a r 6 a
of Poshington, r4sidt j3k 5Sj �
f L* STATS OF WASHINGTON } `'hJ •S '-;
} as.
COUNTY OF RING } IPA -
On this day of 19, before
me personally appeared
to me known to be the
of the corporaticn that executed the within and foregoing instrureant,
and acknowledged said instrument to be the free and voluntary act
and deed of said oorporstiot, for the uses and purposes therein
mentioned, and on oath stated that —be—
authorized said instrument and that the seal affixed is the corporate
s
seal of said corporation.
IN WITNESS WHMOr, T have hereunto not my hand and affixed
my official seal the day and year first above written.
tary Public in and for the State
of Washington, residing at
SHM kv Na g ffi jn, PACE 00
i
First American Title
0t01CAT1211
,ANOri ALL PEOPLE IT THESE PAESMS that W. the undonighed owners Of interest in the
land hereby short ►ubdivided. hereby declare this short plat to be the graphic repreienta-
Sion of the short subdivision made inreby, and do hereby dedicate to the use of the ,pvbliI
forever all street► and avenues hot drown as private harem and dedicate the use thereof
for all public purposes rot inronsistant with the use thereof for public highway purposes,
and also the right to make all necessaryslopes for cuts and fills upon the lots shorty,
thereon io She original reasonable gradng of said streets and avenues, and further delicate
to the use of the public all the easements and tracts sheen on this short plat for all
public Purposes as indicated thereon, including but not limited to parks, open space,
utilities and drainsgo wnless such sasorents or tracts are specifically indentified on this
short plat as being dedicated or conveyed to a person or entity other than the public.
further, the underslled Owners of the land hereby short subdivided weave for than►elves,
their heirs end assigns and any person or entity deriving title from the undersigned, any
and all claims for Oarsggses against ling Counts. its successors and assiyhs which way be
occasioned by the establishment, omnttruction. or maiotananca of roods and/or drainage
system within this short subdivision other than claims resulting from inadequate msinte-
r.aahca by King County.
N
,,Fwrther, the undersigned owners of the land hereby short subdivided agree for thwesolvas,
fitheir, heirs sod assigns to Indmmify and hold King County, its successors and assigns.
r4wroloss from any daseoe. including any to of defense, claimed by persons within or
ssrithout this short subdivision to have bum caused by alterations of the ground surface,
uaregotition. drainage, or surface or sub -surface water flows within this short subdivision
or by establishment construction or maintenance of the reeds within this short subdivl-
sion, Provided, this walver and indemnification shall not be construed as releasing King
County, its successors or assigns. from liability for damages, including the cost of
defonse. resulting in whole or in part from the negligence of King County. its successors,
or assigns.
This subdivision, dedication, weiver of claim and agreement to hold harmless is
made with the free consent and in accordance with the desires of said owners.
IN WITHERS WAZUDt we set our hands and coals.
NOW
gem
rJ
gun CW WAMIN " 1
1 ss.
Cornu of
Oar this day personally appeared before se
� c r
0 M • t u i 1cr o •earn • f ti A
res fOV090109 lnetrti■ert, mrd ee:krAWledW tbst aigned the Gema as
free mW eolnntary act and Med, a uses and purposes
ere m main owed.
+ siva nadir or band and official steal this dam of ^•
Short plat d
rrr a .
of asashlmgtom, ter f0t
Hoe of Z milieus
YJ
First American Title
8. Exception 06 8804210773
7
L
C
KMG COUNTY WATER DISTRICT NO- 90
KING COUNTY, WASHINGTON
AGREEMENT FOR TEMPORARY WATER SERYIGE
THE UNDEfiSIGNED _ Via^'dA 61CYI1' �r d__— f�Priw d �w
(husband and wits), Owners of the lollowing desanb a real property m Icing County. Wash nWm to wit: (insert legal
resctipbonl.
Rah
-d
n
c
LLt
V
--�
5
C
For and in consideration d King Cowty Wafer OWnct F40.90. King County. Washington, ',.weinafter called District,
granting prrmisaion to connakl a prreale iempaary line to said property. doe= hereby agree as follows:
1. LGE5: Water Su ice shall be for one wngle lamiy have
2. E.ASEMEMtB: The Owner sha oNmn tray dlhers at his sale east all easements which may be nemsery ,
for the insla/atldn of the temporary serwA ane: and it reVuved by the District as part of the for acid
permission elle uaderaigned shall dtranl and Carney to the Disrritt easements over. through, under and across the
tddpve 66e0ibesl prppatytOr-termums rindappurtaunc*sla the imPl*rh*ntatierr Of theWMP(eherraire plan or for
the 4nprorernwrl d the weler suppry at the wystem of the Dserhet
3. Cosm- The rnderswwd ape* to pay the fa:iowMg costs.
a1 sero" rn
meter and atallalidn charge t 375 ..-
bl general tocrliy charge t: _ f o n -
cf Special ft-vorary swvhea charge ; -? ri o 00-.
Thee* &NIM a hatred! the 00d prior Io the Dwt--t WOviding any curbs". (Instatlalion of meter. of Cetera)
f. TERM - LEMMT1f - OF AGIEEMEIfT: Tho lerrtorary sows agreement and 00 temporary verviee
prosidad t wow. aha" terrmnate at fudsh teens as the District hos Pafhamhent water main mwviea asaideble for the
pMpWrf her" in VtreabW PiAMDEO, etre the handw*gved shall be entitled to thirty PM lt*YV nobs* of the
hrm d bm al Sold EW@mn@nt.
9-PERMAMEWFWATERO M: AtsuchtineastheDistricthasawalataeletheundefsignedepropi rty.water
e"mit"s hm a permehent rmwx the undusigned shad) connect to amid mawr and at such time, pay to the Dwrdet the
prwrala cot d SW man vAWA hoprop e0y aaecaled to his property and shag further pay tris ooM at rnorirq the meter
(rpm Ni onpkrl location to com to the new wafer a an, loge9 er with the Coat Of COnrhnrCiian. It is agreed end
tadwatood that the root d upc h Ntum aafn pias inehrda the metas uoh and conatrw b n azpertw of sell meirh, the
Ol bW * w*Mq y w aver hid dwrge of VT -% the eyneering and lafel expenses attrtGRed b such MWn
coweenepep; pergearht to PA*okdim No. 282 AsackAwn No. 352 and ResatusOn Na 357.
{. ACjg@0VrJW0MEMT OF FIRE PfdMRECYIMM POOV98101141Ec That athrshed hereto in an aCitnpwt-
ediaamN ey the wrew-appicant that the twnP-IWV -tar sefvae ma not be aonalete ! *M un Wrw C&A" nM
Cede OrdkWKSe N pr WAN SdOWMO sreley flow for WO Protect m
T. TlllMpMl1 7T MM: K alto agreement Ys not fuffied by the underf4hed witrah thitraly BM! daJakonh tee dela of
iM *taforriwn ltwe the Agraaierht ehea bemtdr nue and Void and ter fee. bee WtlnQ+aaad from Mie
c+etr ptmddod /w in 5 rjCr-1 h 3 (bare shag became tthe prpprrlYd the DledtU endori riplta d the owner trt4lpr
to awwwted tri be !corb"ead
First American Title
Ur
L
L
a. Tma—PAPIl :a w0wo BY TIM ACIREEYEPIT: This agreement shell be a co"awit running with the
land pad shall by bindir* upon the undarapried any and all successors In interest heirs, ,,,-raonnal representarives,
aesiglrs, rontom and leu om
IN WITNESS WHEREOF the parties have executed this agrez+neat the --Z—ddy of �'' L 198Z
A
KING COATY WATER DISTRICT NO. W
BY
psifeCi
JqATE OF WASHINGTOM
of King ) as
V4On this day personally Apoftred before me-
QA"
wSAme krinrn to be the inderidoaK* de:� in and who exer sited the knegoir.g itisbumont and adusvatedged
� Tfl c✓ slga®a same as tree and voluntary act and deed fJI the uses and purposes therein nierdiori
N under my hand and official seal this - _ . day RP.+'• L 198
NOTARY PUBLIC in and Iar a State of waahinptal
res;mngaTl9�ri— SE �;w r3—��-.7�_
STATE OF WASHINGTON)
as
CuiatlY of IGa9Mu 1
OR the MY peratM1111y W Waw. bEIGM nit SM A! ll 011 � l♦t
10 me lutown to be the Reaident slid Saraetary mspwtm* at KING ODUNYY WATER DQrMICT 90, and
aciuiowledgpd that fheyw" auVxffitsd to aaexute Uiewilliir+ irr&ptRrMnT on ltte Drhicts ItrlrN, §sort thpy>7spculs
&aloe as their free etid irahmnry so and dead for Ute uses and purPbee 11hw to nNIM111I d
Grt under my hand and offiral seal the 74 My of Al -w' t 198
-��
NOTARY PUBLIC w 0 $EWp as 1Y ,PV0105
All" Mi litr'r.l
First American Title
v+l
:V
JD
n
MKWL " bust-, _*4
for to .n w
4
sau : $-.A
Dw i
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1 .:4
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First American Title
9. Legal Description_01_8505170617
SHOUT PLAT N() 464106
3. 1{ T. 2,3 A.�5 KING COUNTY, WASHINGTON
r
V1
This space rssarved for APPROVAL
recorder's use
Dapartment of planning and Covrnunity Developvsant
i sullding and Land Development DJvlaion
Examined and approved this day of
19 ;s
,Y Manager, duildinq i Land Deevve'looppwitt Divisia e
Aepartmenc of Public Works
Examined and appro�rd this �dmy of
filed for Yecnrd at she
_ !
requeNt of:Director f�
_ n—y Rncc
New
Return io.
Building d Lad DeveZopmext
950 K Rjainiatration Bldg
Seattle, Waehington 98104
LEGAL DESCRIPTION (as per deed)
Lc,Wrtnent of Assessments
Examined
and approved this dayof
19 Q1
tea--
Aa5e9YU!
Deputy Arlessor±"-
85/05�17 kb617 B
RECD F 9.50
REL) 5 15.00
CKHSL ***24.50
55
That portion of the Southeast Quarter of the Northwest Quarter
of Section 14, Township 23 !forth, Range 5 East, W.M., in Ring
County, Washington, described as follows:
Beginning at a point North 0°28'02" West, 30 feet and North 88'55'44"
west 30 Leet from the Center of said Section 14; thence continuing
parallel to the South Line of said Southeast Quarter of the
Northwest Quarter, North 88°55'44"W, 1247.10 feet to the East
Line of the West 30 feet of said subdivision; thence parallel
to the Nest Line of said Southeast Quarter of the Northwest
Quarter, North 0°33'02"''West , 157.07 feet; thence South
88'57'17" c,eat, 1247.34 feet to a point North 0°28'02"West
from the Point of Beginning; thence parallel to the East Line
of said Southeast quarter of the Northwest Quarter, South
0"28'02" Fast, 157,51 feet to the Point of Beginning.
EXCEPT the East 150 feet thereat.
TO[ETM WITR 1%o Want 311 feet of the Southeast Quarter of the 1Northweat Quarter of
Section 14, Township 23 Porth, Rouge 5 bait, W,M., in [tux County, Washington;
tWtrr the Worth 187.07 feet thereof.
AWD 7gctlytn wtTP the South 70 foot of the Southeast Querrer of the Northwest Quarter
of Section 14, Mmmohip 27 North, Range 5 East, w,n., in ting Cower, Ysahingtoe;
1XCER the seat 34 feet thereof.
emner TO m eaeraat for water and aawar msina, per A.l.0 7547174568,
r
y Mev on File M Vowlt Paye I of
J
First American Title
SA, NW4r3 SEC. 14, T.23N., 11.3E.
T
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A
AA"
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C a
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8
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LEGEND:
• — met h" rebar, cap & Lot board
w 8 ��4
Land Surveyor's Cort1ficata:
MIS ]bore Plat corrartly rayraa
aurray wide by ar or werar ay dire�,tlon
in m formaca with thy requiranwrtr of
appropriate State, and County statute and
ordinaxe•
I 1m5Date
prtificate Yor 31710
mon Plat No &A61"
i
•I
" Fa
rht,�,.
8
C
j SL
LEGEND:
• — met h" rebar, cap & Lot board
w 8 ��4
Land Surveyor's Cort1ficata:
MIS ]bore Plat corrartly rayraa
aurray wide by ar or werar ay dire�,tlon
in m formaca with thy requiranwrtr of
appropriate State, and County statute and
ordinaxe•
I 1m5Date
prtificate Yor 31710
mon Plat No &A61"
i
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scale: 1.. . 200'
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PageZ.of 7
First American Title
COVENANTS, CONDITIONS, AND RIESTRIC71ONS RUNNING VITH THE LAND:
That portion(s) of nd th
which adjoins the subject eu v s an s a pu c r g t -c -way. t
Is described in.the King County Comprehensive PIan as a "local access
e*reet or road" and in accordance with the standards therein, may be
required to be improved for future County street, road or thoroughfare.
The owner, hie grante.s and assigns, hereby agree to participate
in, and/or not oppose or protest, the formation of a County Road
Improvement District (CRID) pursuant to RCN 36.88 or any Road Improve-
ment project senotioned by King County, which is designed to improve
said streets) and the immediate street system cf which it is a part,
Timing of the formation of said CRID or other road improvement
project shall be determined by King County, The street improvement
authorized by the CRID er other road improvement project shall call
for the improvement of said street(s) and its immediate street system
to at least the minimum Hing County road standards applicable to said
street(s) and the immediate street system at the time the CRID or
other road project is formed; provided that, in situations where there
is a multiple ownership of properties participating in the formation
h of the CRID, or other road improvement project, if a majority of the
W property owners want a higher standard, i.e., curbs, gutters, under-
ground drainage, etc., that standard shall prevail.
r♦
Y7
0
Mhare stat M, 40106 Pass -°t-Z—
First American Title
99CLAMT10N Op COVENANT
>AtGA=I*G USE AIM
MAR AYGLY
Cr RING CWjWTY
JADjACXWT 1ROYJERTY ONNLR
In eonsideration of approval by ,Flag County of a right-of-
way use persst for the use of the road right-of-way described
below,
property owner(-), n.reby Coll" At and agree as 1pllowa�
I. I/" are wants of the following described real prppertys
lura' /, �, ' �f %fid `GIf W7V
.S'yo.@7-' Pcgr Nm• �fB4IOL.
4
1. I/we have regw
are parwisted issuance of a Ring County right-of-
way
Pu -nit to place the following imprpVtlOeRtr .2-�
a�0
in the road right-of-way for the follow0g.'4n4 County street
44 nvr�7
Which serves the above-described real property.
x, The cwae:s of the real property described in paragreph 1
hareby assane sole responsibility for the lointenanee of the
Iapsvvewant described in paragraph 7.
d, pp anlargmeant or alteration of the isprovamnt described
J% paragrapb I except Tontine siaintenanoe is permitted without
prior approval of King County.
i'
i S. Sbs Wooers of the real property dearri>Sed in paragraph 1
j11220, lasses
"Veby bola ,ting Conary hsrsleas leer all costs. *xp+
and d" ages, 13eladin4 the oust of defense incurred ea the result
Of the existeRae, operation or use f the isyyroyepent described
parsgrmb 3.
of
swff Ra Ho • �►s,_. /a - per' '�.
First American Title
. I-
6. It is hereby acknowledged that the iuprovement
i} described in paragraph Z is located in a King County reed
J right-of-way. In the event King County determine$ that the
11 subject road right -.Of -way is needed for public purpose* or
has bee=* a bazsrd to the safe public use of the road right-
of-way, King Cowty nary order the owners of the property
described in paragraph 1 to remove, repair or alter said
iaipravenwats at said property Owner's expanse• said owners
agree to isteedistely ec®ply with any such orders.
.7. In the event that King County determines that the
N iaprovemants d -scribed in paragraph 1 have become a public
health or safety hazard or if the owners of the real property
6awriGd in paragraph 1 fail to triply with any Sting County
4Vorder issued pursuant to paragraph 6, King County has the
i
• sigh! to remava, repair or altar said improvement* without
j **elan to said owners. said owners #hall compensate sting County
for the costs of such ramoval, repair or alteration.
S. Thin agrasaent is binding upon the heirs, successors
and assigns of the owners of the real property described in
paragraph 1 end is a covenant running with the land.
DATM this 3L day of -4,1
3
J(
.
sTM or NA1101 am )
as. a
CO@M37 or XIMa )
11 , Notary Public in
and for the State of Washington, do hereby certify that on this
dal of 11g, l _ _ , 19$,-, personally appeared
f belare sts J%%)P. ,, �wce Q� A 1U;. -:c4 -` to si# known
j
{ SNo�gr R�I�fo. �d io6 PAW r ff
First American Title
to be the individosk V described in and who executed the within
instrument and, acknowled god that signed the sane as
free and voluntary act and deed for the uses and purposes
herein nentioned.
GIVEN UNDER NY HAND AND OFFICIAL SEAL this '-)'Zradey of
j tart' Public nfi. a#5: -'W
-6 a
of Rashtngton,'.rMsI4 3�
IfI aTATE Or WASHINGTON
COUNTY of XM ) �w•
on this day of , 19 before
me personally appeared
to me known to be the
of the sorporaticn that executed the within and foregoing instrurient,
and acknowledged said instrument to be the free and voluntary act
and deed of maid corporation, for the uses and purposes therein
mentioned, and on oath stated that he—
authorised said instrument and that the seal affixed is the corporate
f
seal of said corporation.
X11 VITMS N'8MOF, T have hereunto met sty hand and affixed
my.official seal the day and year first above written.
tart' Public inan or M State
of Washington, residing at
SWT FLT No. PASS -A- ZV
First American Title
,,M All KOKE !Y THESE PUSEMTS that M. the undersigned awerrs Of intartst in the
land horeby short subdivided. hereby declare this short plot to be the graphic represent"
tion of the short srsdiviMon mach Hereby, and do hereby dedicete to the use of the .pub,ic
forever all street& end avenuai not shown as privato hereon and dedicate the use thrarief
for all public purposes net iaoonsistent With the use thereof for public highway purposes,
and also the right to rake all necessary slopes for puts and fills upon the lots shown
thereon in the origimal reasonable grading of said streati and avenues, end further Mims
U the use of the pAlic ell the ealowts and tracts shown on this short plat for all
public purposes as indicated thereon. including but not limited to parks, oyer' sp4ce,
utilities and drainage unless such assawnts or tracts ere specifically iNtentified on this
short *let as king dedicated or conveyed to a person or entity other than the public.
further. the WWK%rsig�td owners of the land hereby short subdivided waive for thanselves.
their Heirs and assigns and any peraw or entity deriving title from the undersigned, any
end all claims for dansges against icing County, its successors slid assigns which away be
occasionedthe estsbtishment. construction. or Maintenance of roads and/or drainage
"Item; with n this short subdivision other then claims resulting from inadequate mints-
j.Wd by King County,
N
farther, the undersigned owners of the land haat; short subdivided agree for theeselvas;
{°.their heirs and rssigwa to indemnify and hold !ting County, its succesiors and assigns.
rrharMless from any damage. fncludin0 stir pKts of defanse, claimed 6y persons within or
00Yithout this short subdivision t0 hate been Caused by alteritions elf the ground surface,
o]nagolotion. droloage, or surface or sub -surface water flows within this short $ubdivision
Cbor Oy tstabllshmeni construction or maintenance of the roads within this short subdivi-
Non, provided. Lh;& Waiver and Indemnification shall not be construed as rtleasinnyg King
County, itssucceison or assigns. from liability for danigas, 1ncTudtng iht cast of
defense. resulting in whale or in part from the negligence d King County. its successors.
or assions.
This subdivision, dedication, waiver of claims and agreement to hold harmless is
made With the free Consent and In accordance with the desires of said owners.
IM WITNESS WWBr.NEar We Folk our h4n48 and 94419.
Nam
VD175 of alndaissGM 1
l aWa.
an this day personally appeared ba[ore as�wT�7,
� r c
i» e ti Na 's acT o, execw e Y a
Sod ff"Ginr issstrumsat. and "Mwledpel thatSigned the same as
ro
fm MA srotuntory ,9rt card deed, o arase$ WW Furman
sa sr m9n osrsed.
Orifice mudir Way pend amd off 10121 seal this day of gga_I
of wasbinytomr aye t r
" Y136;
!bort plat 4,�84iGf� hoe at psi en