HomeMy WebLinkAboutLUA-07-046_MiscI EXPIRES 01/23/2008
Abbreviated Drainage Report
Bank of America Data Processing Center
C070818-01
April 9, 2007
PREPARED FOR:
Bank of America
PREPARED THROUGH:
Gensler
1524 Fifth Avenue, Suite 300
Seattle, WA 98101
PREPARED BY:
Coughlin Porter Lundeen
413 Pine Street, Suite 300
Seattle, Washington 98101
Phone: (206) 343-0460
Contact Bart Balko
BANK OF AMERICA LONGACRES /
WESTERN WASHINGTON DPC
ABBREVIATED DRAINAGE REPORT
Coughlin Porter Lundeen Project No. C070818-01
April 9, 2007
This report is being submitted in the place of afull drainage report. The proposed project represents
one parcel of the Boeing/ Longacres development. During a site review meeting on March 21, 2007,
attended by Elizabeth Higgins (COR), Jill Ding (COR), .Jan Illian (COR), Corey Thomas (COR-Fire),
David Ho (Gensler) and Bart Balko (Coughlin Porter Lundeen), it was concluded that this abbreviated
report would serve the purpose of a full drainage report. A full drainage reportfor the entire Boeing /
Longacres development will be submitted to the City under a separate permit by others.
General Description
The Bank of America property is a vacant commercial parcel to the south ofI-405 and West ofHWY 167
in Renton, Washington (See Figure 1-Vicinity Map, in Appendix A). The 2.81-acre property is bordered
on the east by an extension of Oakesdale Ave SW, Renton Wetlands to the south, Burlington Northern
Railroad to the west, and an undeveloped commercial property to the north. The site is in close proximity
to the Renton Wetlands to the south and south-east of the property. (See Figure 2-Existing Conditions,
in Appendix A). The existing site is a generally flat, undeveloped property with mainly grassy and
bramble vegetation interspersed with deciduous and evergreen trees. The site lies in the vicinity of the
Green River flood plain, however according to King County Flood Hazard maps and FEMA FIRM maps,
the project area is located outside the 500-year floodplain (See Figure 3 in Appendix A) The project
proposes to remove all ofthe existing vegetation and organic topsoil and across the site and construct a
34,000 square foot, single story data-processing center and associated site improvements.
The project site will be served by the proposed Boeing Longacres Business Park storm water detention
and water quality pond to the east and therefore the proposed project will not provide additional
stormwater runoff control or treatment facilities. The "regional" detention and water quality facility will
be sized for the proposed site along with five additional currently undeveloped plots. A side sewer
permit will be obtained from the Renton Water and Wastewater District for the sewer service to the
proposed project. Both domestic water, and fire protection service, will be provided for the structure via
the internal plumbing system. The project will be designed in accordance with current City of Renton
Development Regulations and the King County Surface Water Design Manual, 1990 Edition.
King County Surface Water Management Design Manual Core Requirements
1. Discbarge at a natural location
All developed flows will be conveyed to the proposed regional storm system located to the NE of
the site. The existing and proposed discharge points are concurrent.
2, Off-site Analysis
The upstream and downstream tributary drainage areas were determined by a site visit. A level I
down stream analysis was performed per King County standards.
3. Runoff Control
All runoff control for the project will be accommodated by the proposed regional detention
facility to the east ofthe Bank of America DPC site. This facility will be designed to limit the developed
COUGHLINPORTERLUNDEEN Bank of America Facility
King County
condition peak rates of runoff to the pre-development peak rates for storm events as outlined in the 1990
KCSWDM.
4. Conveyance System
The project conveyance systems have been designed for both existing tributary off·site runoff
and developed on-site runoff as a result of the project.
5. Temporary Erosion/Sedimentation Control
A variety of measures will be designed to prevent erosion and sedimentation during and
following construction. Tbese are covered in detail on page 3.
6. Maintenance and Operation
The proposed storm drainage system will be owned. operated and maintained by the owner.
7. Bonds and Liability
All relevant proposed drainage facilities will be constructed in conformance with the bond and
liability requirements of King County Code 9.04.100. The owner and contractor will obtain all necessary
permits prior to the beginning of construction.
Off-Site Analysis
Upstream Drainage Review
This project is located in a low gradient region and is minimally impacted by upstream
drainage. The site's west boundary represents the upstream drainage area, at an elevation of
approximately 28 ft. The upstream area is comprised of a vegetated berm approximately 3.0 ft
high running north-south along the east side with the Burlington Northern rail road tracks
running along its west border. The remaining three sides of the proposed project are at lower
elevations than the current site elevation and do not contribute any additional upstream runoff.
Levell Downstream Drainage Review
The following observations were made during the downstream walk of the drainage system
performed on February 19, 2007. The site topography shows that the existing Bank of America
OPC site slopes generally towards the southeast corner of the vault property as sheet flow
before discharging to the off-site Renton Wetlands. The wetland is self-contained without any
outflow.
Site Demolition
Demolition within the project boundary (approximately 2.81 acres) will primarily consist of vegetation
removal. The project will include the removal of trees, shrubs, grass, and topsoil over the entire 2.81
acre site. In addition, an existing gravel access road through the west side of the site will be removed
after it is no longer needed as a construction entrance.
Temporary Erosion and Sediment Control
Soils within the proposed facility area consist of surficial fill soils overlying native alluvian soils. The
native alluvian soils consist of silty and gravelly sands with soft silts. This soil has a potential to erode
COUGHLINPORTERLUNDEEN 2 Bank of America Facility
King County
during wet weather (October I to March 31). The proposed construction activity on the site will occur
during the summer months. If construction carries over into October, and beyond, wet weather
regulations will be required.
Thc downstream system will be protected from potential soil erosion and sediment transport caused by
stormwater runoff during the construction phase of this project. Best Management Practices (BMPs)
primarily put to use will include temporary catch basin filters, straw mulch and silt fence provided to
keep sediment laden runofffrom the construction site contained within the construction limits. The
contractor will also be required to lay polyethylene sheeting over disturbed surfaces that will remain un-
worked. The silt fence will be installed at the project boundaries with the lowest elevations which are
the south, south-west, and south-east segments. Erosion and sediment transport will be limited by the
installation of asphalt treated base (ATB) across all working surfaces which will subsequently be covered
in permanent asphalt at project's completion. A stabilized construction entrance and truck wheel wash
will be installed at the north-west corner of the site where there is currently a gravel access road. The
erosion control measures will be in accordance with King County standards to prevent erosion or
sedimentation problems downstream of the proposed facility during construction.
Site Grading & Excavation
A significant amount of material will be excavated for this project. The excavated material will be
removed from the site and disposed of at an approved location in conformance with local and state
regulations. All fill for the project will be brought in from locations outside the site. There will be a total
of 104,980 square feet (2.41 acres) of additional impervious surface (roof, roads, and concrete) added to
the total site. Table I below provides information pertaining to the construction limits existing and
proposed land cover characteristics:
LandscapelPervious Surface
Roof Area
Concrete! Asphalt Pavinl!
Total Area'
Existing
2.81 Acres
0.00 Acres
0.00 Acres
2.81 Acres
* depicts area within constructIOn limlls
Proposed
0.40 Acres
1.01 Acres
1.40 Acres
2.81 Acres
Table 1: Existing/Proposed Land Cover Characteristics
Storm water Control
The project site is located in an area to be served by a proposed stormwater detention pond for the entire
Boeing! Longacres Business Park. The proposed stormwater detention pond is currently being designed
to allow for the business park expansion which includes the proposed Bank of America facility site.
Therefore, the construction of the Bank of America facility will not require additional storrnwater
detention or water quality improvements on site. All surface and roof runoff will also be conveyed to
this storm drainage system via a tightline piping system (See Figure 4-Proposed Storm Drainage Plan, in
Appendix A).
Footing drains will be provided around the perimeter footing system. Perforated pipes 4" in diameter
will be placed such that the highest invert is below the bottom of footing. The pipes will be installed
with a minimum of six inches of free draining material and wrapped in filter fabric to prevent the
migration of fine soils into the stormwater flow.
COUGHLINPORTERLUNDEEN 3 Bank of America Facility
King County
Appendix A
Figures
COUGHLINPORTERLUNDEEN Bank of America Facility
King County
COUGHLINPORTERLUNDEEN
A CONSULTING ST RUCTURAL AND CIVIL ENGINEERING CORPORATION
Figure I -Vicinity Map
Project: WESTERN WASHINGTON DPC Designed By: EAM Date 4/5/07
Project No. C070818-01 Client: GENSLER Checked By: BSB Sheet of
413 Pine Street · Suite 300 Seattle, WA 98 101 P: 206/343-0460 ' F: 2061343-5691
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PROJECT: WESTERN WASHINGTON OPC
PROJECT NO. C070818,Ol CLIENT: GENSLER
413 PINE STREET -SUITE 300
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PROJECT : WESTERN WASH'NGTON DPC DESIGNED BY: EAM DATE: 04 /04 /2007
PROJECT NO, COlOBIB·OI CLIENT : GENSLER CHECKED BY: BSB SHEET OF
413 PINE STREET· SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691
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APPROXIMATE SCA LE IN FEET
500 0 500
_ o:bacted
NATIONAL flOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
KING COUNTY,
WASHINGTON AND
INCORPORATED AREAS
PANEL 978 OF 1725
(SEE ~ INDEX FOR PANELS NOT PRINTED )
COtlTAlNS:
COMMUNIlY NUM BE R PANEL SUFFIX
530080 09 78 f
!S3OOB8 0878 f
sxan 0918 F
MAP NUMBER
53033C0978 F
MAP REVISED:
MAY 16,1995
Federal Emergency Managemen t Ag ency
FIG,uee: 3
Z ZA Zipper Zeman Associates, Inc.
~ Geotechnical and Environmental Consulting
~ A lli!rracan Company
Jones Lang LaSalle
1004 Fourth Avenue, Floor 4
Seattle, Washington 98154
Attention:
Subject:
Dear Jim:
Mr. Jim Thompson
Geotechnical Design Evaluation
Bank of America Longacres Facility
Boeing Longacres Lot 32
Renton, Washington
pLANNING oE'IEt~~~"IrENTON
MAX -1 1007
RECENE.D
81075605
April 6, 2007
Zipper Zeman Associates, Inc. (ZZA) is pleased to submit this report describing the results of
our geotechnical prior-to-purchase design evaluation for the above-referenced project site. Our
geotechnical services were outlined in our proposal letter dated January 31, 2007, and were
formally authorized by you on February 16, 2007. This report is an instrument of service that
conforms to locally accepted geotechnical design practice, and it has been prepared tor the
exclusive use of Jones Lang LaSalle and the project team, in specific association with the stated
project.
PROJECT DESCRIPTION
The project site comprises a vacant commercial parcel located within the Boeing Longacres
property of Renton, Washington, as shown on the attached Site Location Map (Figure 1). This
parcel (designated as Lot 32) is visually delineated by the Burlington Northern Santa Fe (BNSF)
Railway on the west, by undeveloped land on the north, by a construction site on the east, and
by the Renton Wetlands on the south. It has a roughly square shape that measures about 375
feet by 350 feet overall and encompasses approximately 3 acres. Our attached Site Vicinity
Map (Figure 2) depicts the project site in relation to various adjacent features.
Site development plans call for constructing a Bank of America data-processing facility, if
feasible. According to conceptual layout plans prepared by Gensler Architects, this facility will
include a 34,000-square-foot, single-story, high-bay, L-shaped office building with a combination
of masonry and concrete tilt-up walls. The floor will be a concrete slab covered in some areas
by terrazzo tiles. A 26-fool by 77-foot security ~ill occupy the eastern part of the building.
Foundation loads are expected to be moderate over most of the footprint, but relatively high
within the vault area. An asphalt-paved access roadway for freight trucks will loop through the
northern portion of the site, and a concrete-paved loading courtyard for armored cars will abut
the northeastern part of the building, Asphalt-paved parking lots will lie north and west of the
building. Our attached Site & Exploration Plan (Figure 3) illustrates these proposed site
features.
14405 SE 36" Street #210, Bellevue, WA 98006 (425) 746-1889 Fax: (425) 746-1296
Geotechnical Design Evaluation
Bank of America Longacres Facility
Renton, Washington
Submitted To:
Jones Lang LaSalle
April 6, 2007
81075605
Prepared by:
Zipper Zeman Associates, Inc.
A lien-aeon Company
14405 SE 36th Street, Suite #210
Bellevue, W A 98006
(425) 746-1889
Fax: (425) 746-1296
PURPOSE AND SCOPE
II<Ink of America Longacres Facility
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April 6, 2007
Page 2
The purpose of our geotechnical evaluation was to characterize surface and subsurface site
conditions such that we could derive geotechnical opinions regarding the feasibility of the
proposed development as part of a prior-to-purchase due-diligence study, as well as develop
geotechnical design criteria to assist the project civil, structural, and architectural consultants.
We performed our services in general accordance with our aforementioned proposal, except
where modifications were warranted by project schedules, access constraints, or client
requests. We ultimately completed the following scope items:
• A review of available topographic and geologic maps pertaining to the site;
• A visual surface reconnaissance of the site;
• Six exploratory borings (designated 8-1 through 8-6) advanced at strategic locations across
the site;
• Laboratory examination and geotechnical testing of selected soil samples recovered from
our explorations;
• Independent laboratory testing of one soil sample for quantification of possible gasoline and
diesel constituents;
• Geotechnical engineering analyses regarding the existing site with respect to the proposed
improvements;
• Preparation of this written report.
The functional locations, elevations, and depths associated with our recent on-site explorations
are summarized in Table 1 and illustrated on Figure 3. Our field and laboratory procedures are
described in Appendix A and Appendix 8, respectively.
TABLE 1
SUMMARY OF SITE EXPLORA TlON DATA
------
Functional Surface Termination
Exploration Location Elevation Depth
(feet) (feet) ,
8-1 Proposed building footprint 25 31'/.
8-2 Proposed building footprint 25 51Y.
8-3 Proposed parking area 25 11'/.
8-4 Proposed building footprint 25 31V.
8-5
I
Proposed access driveway 25 11 V.
8-6 Proposed access driveway 25 l1V.
Note: All exploration depths and elevations should be regarded only as approximate values.
Elevation datum: USGS 7%-minute topographic map.
.-
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Our original scope of services did not include a quantitative or qualitative assessment as to the
potential presence of regulated environmental contaminants at the project site. However, a
limited testing program was added to our scope after we detected a petroleum odor in one soil
sample. It should be noted that this additional testing was intended only for cursory screening
purposes and does not constitute a formal assessment of environmental conditions. The
petroleum test results will be presented and discussed in a separate report.
SITE SETTING
We evaluated the regional setting of the project site by means of maps, municipal documents,
and previous geotechnical reports. The following text sections summarize our findings and
Interpretation regarding the site's topographic, developmental, geologic, and regulatory setting.
Topographic Setting
The project site lies within the broad meander plain of the Green River, which is located about 'I.
mile west of the site. Regional surface grades throughout this meander plain are relatively flat
and level, with an average elevation of about 25 feet (USGS datum). A large marsh known as
the Renton Wetlands covers the area immediately south of the site. Regional vegetation
consists of scattered trees, berry vines, grasses, and other underbrush, along with a dense
growth of decidUOUS trees and cattails within the marsh. A BNSF railway embankment runs in a
north-south direction between the site and the Green River.
Developmental Setting
Although most the site vicinity is presently vacarlt, it was formerly occupied by the Longacres
horse racing facility. Most or all structures associated with this former facility appear to have
been removed, but new multi-story building is currently under construction on the property
immediately east of the site. We understand that the new building will be a Federal Reserve
Bank and that it is supported on pre-cast concrete piles that were driven to a depth of about 80
feet. In association with this building, SW 27'h Street was recently extended westward as far as
the construction site. Numerous relic roadways are still viSible throughout the Longacres
property, and some are stili being used by railway or construction personnel. A
Geologic Setting
According to the 1965 Geologic Map of the Renton Quadrangle, King County, Washington (Map
GQ-405) published by the U.S. Geological Survey, subsurface soil conditions in the site vicinity
are dominated by Quaternary-age alluvial floodplain deposits. These soil deposits comprise
varying proportions of gravel, sand, silt, and clay. The uppermost mapped unit is composed of
clayey silt and fine sand, whereas the underlying unit is mostly composed of coarse sand and
gravel.
Regulatory Setting
According to King county's regional maps displayed on their Department of Development &
Environmental Services (DOES) website, the project site is not shown to be an environmentally
sensitive or critical area. However, we infer that this could be an error on their website, because
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most alluvial valleys in the Puget Sound region are classified as environmentally sensitive areas
due to a liquefaction hazard. Considering the site location, we infer that it ultimately will be
found to lie within a regulatory liquefaction-hazard area.
SITE CONDITIONS
llA representatives visited the project site on February 14, 2007, to evaluate surface
conditions, and again on March 1, 2007, to evaluate subsurface conditions. Our geotechnical
observations, measurements, findings, and interpretations are described in the following text
sections.
Surface Conditions
Local surface grades across the project site generally slope downward to the southeast (toward
the adjacent marsh) at a very gentle angle. On the western margin of the site, surface grades
also descend gently toward the BNSF railway embankment. Several broad soil mounds, which
range up to about 15 feet high, occupy the central and eastern parts of the site. We infer these
mounds to be waste soil that might be associated with previous construction or demolition
activities in the vicinity. Existing on-site surface elevations range from about 20 feet at the
southern edge to about 35 at the highest mound.
On-site vegetation includes dense growths of blackberry vines, scotch broom, low grasses, and
other weeds; several stands of deciduous trees, ranging from young to mature; and a few
mature fir and cedar trees. On-site development is limited to a gravel-surfaced access roadway
that runs southward through the western margin of the site and then curves southwesterly to
intersect the adjacent railway. At the time of our surface reconnaissance, we observed standing
water or seepage in many of the lOW-lying parts of the site, particularly adjacent to the gravel
roadway and railway embankment.
Subsurface Conditions
Our on-site exploratory borings revealed subsurface conditions that generally conform to the
uppermost mapped alluvial stratum and are also reasonably conSistent across the area of
exploration. All six borings disclosed about 1 Y, to 4 feet of surficial fill soils, which mainly
comprised loose to medium dense, silty sand, gravelly sands, and soft silts. This fill soil
contained small quantities of peat and debris (wood, asphalt, and drywall). and one sample
exhibited a petroleum odor. The fill was typically underlain by native alluvial soils ranging from
soft silts interbedded with silty sands, to loose, slightly silty sands interbedded with silt. At a
depth of about 40 feet, our deepest boring (B-2) encountered medium dense alluvial sand with
varying amounts of silt. This latter soil extended to Our maximum exploration depth of 51 \12 feet.
At the time of exploration (March 2007), most of our on-site borings encountered groundwater.
Specifically, we observed groundwater at depths ranging from about 9 to 16% feet below
existing grades. Throughout the year, however, groundwater conditions will likely fluctuate due
to seasonal precipitation patterns, on-site or off-Site land use changes, irrigation schedules, and
other factors.
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Table 2 summarizes the stratigraphic soil and groundwater data obtained from our on-site
exploratory borings, and Figure 3 shows the relative field locations of these borings. Our Site
Cross-Section (Figure 4) schematically illustrates our interpretation of subsurface stratigraphy.
Appendix A presents our stratigraphic logs, and Appendix B presents our laboratory test results.
TABLE 2
SUMMARY OF STRATIGRAPHIC SITE DATA
Thickness of Thickness of Depth to Depth to
FiJI Soli Loose/Soft Medium Dense Groundwater
Exploration (feet) Native Alluvium Native Alluvium (feet)
(feet) (feet) ---
B-1 4 27'/2+ N/E 16'12
B-2 1'12 38'12 40 10
B-3 3 8Y:2+ N/E N/E
B-4 4 27'12+ N/E 15
B-5 4 7'12+ N/E N/E
B-6 3 8'1a N/E 9
Note: All stratigraphic measurements are based on Interpretation of gradual or undulating soil
contacts and should be regardec only as approximate or average values.
Elevation datum: U.S.G.S. 71f,,-minute topographic map.
N/E = not encountered within depth of exploration. but probably present at greater depth.
SETILEMENT ANALYSIS
When a static load is placed on the ground surface, permanent settlement or subsidence can
occur as a result of both consolidation and deformation of the subsurface soils. Consolidation
refers to the relatively slow process of squeezing porewater out of fine-grained soils, and is
most pronounced in soft silts and clays. Deformation refers to the relatively quick process of
compressing coarse-grained soils and is most pronounced in loose sands and fine gravels.
Either mechanism can lead to distress and damage of surface or near·surface structures.
Because our exploratory borings revealed soft silts and loose sands. we performed a static
settlement analysis using a combination of measured and inferred soil properties. It should be
noted that our attempts to retrieve an undisturbed core sample of the soft silts underlying the
project site were unsuccessful. For analysis, we had to rely primarily on correlations with other
field and laboratory tests. Consequently, our results should be considered as approximate
values suitable only for general planning purposes. Additional on-site sampling and testing
would be required to obtain more reliable results for design purposes.
To Simulate the static load imposed by the proposed building, we used a uniform soil pressure
of 300 psf as provided by the project structural engineer. We also assumed that an l8·inch-
thick pad of granular fill soil would be placed below the entire building. Our settlement analysis
then compared existing soil stresses to new soil stresses that would be generated below the
building and fill pad. Based on correlation with Atterberg Limits and SPT blow counts, we
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inferred values of 0.10 to 0.30 for the compression index of on-site silts and about 50 ksf for the
elastic modulus of on-site sands.
Our analysis yielded a static total settlement magnitude of approximately 3 to 6 inches for the
assumed loading conditions. This magnitude would correspond most closely with the use of a
rigid mat foundation for the new building. If conventional footings were to be used for building
support instead of a mat foundation, we estimate that static total settlements would increase to
a range of about 4 to 9 inches. In either case, differential settlements could approach about half
of these total settlements over building spans of 50 to 75 feet. Most compression-related
settlement would likely occur during and shortly after construction, whereas most consolidation-
related settlement would likely occur over a period of several months after the end of
construction.
LIQUEFACTION ANALYSIS
The term liquefaction refers to a sudden increase in soil porewater pressure and a
corresponding loss of shear strength, such that the soil behaves like a viscous liquid. This
phenomenon most commonly occurs due to seismically induced vibrations and shear strains.
Research has shown that saturated, loose sands with a fines content (silt and clay portion) less
than about 20 or 30 percent are most susceptible to liquefaction. Other soil types are generally
considered to have a low susceptibility, although partial liquefaction could still occur during a
very strong earthquake.
Our on-site borings revealed saturated, loose to medium dense sand layers at depths greater
than about 9 feet below existing grades. Our visual characterizations and laboratory tests
indicated that the fines contents of some sand layers are less than 20 or 30 percent. To
determine whether these native sands could liquefy during a seismic event, we performed a
liquefaction analysis based on a combination of measured and inferred site conditions.
For purposes of evaluating liquefaction potential, we used two model earthquakes to simulate
differing seismic conditions. Earthquake models are typically designated by their return period,
which corresponds to the statistical time interval between occurrences. Our first model was
intended to represent a moderate near-site earthquake with a nominal return period of 100
years (108 years statistically); our second model was intended to represent a severe
earthquake with a nominal return period of 500 years (475 years statistically). Based on
published seismologic data and on our engineering judgement, we assigned the following
Richter magnitudes and peak ground-surface accelerations to each earthquake model.
Return Period
100 years
500 years
Magnitude
6.5
7.0
Peak Acceleration
0.15 9
0.30 g
Using these parameters, we applied an analysis method developed by Youd & Idriss (2001) to
determine a factor of safety against liquefaction associated with each 5-foot soil interval
underlying the site. As a conservative measure, we assumed a groundwater depth of 5 feet to
simulate site conditions during an extended rainy period.
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In the case of a 1 DO-year earthquake with high groundwater, we calculated safety factors
ranging from about 0.6 to 1.7, and found that liquefaction is most likely to occur in discrete
layers or pods between depths of about 15 and 40 feet. In the case of a 500-year earthquake
with high groundwater, we calculated safety factors ranging from about 0.3 to 1.3, and found
that liquefaction is most likely to occur in relatively thick layers between depths of about 10 and
45 feet.
A safety factor less than 1.0 generally indicates a high potential for liquefaction, whereas a
safety factor greater than 1.5 is generally considered to indicate a low potential; safety factors
between 1.0 and 1.5 roughly correspond to a moderate potential. Our analysis results therefore
indicate that the sand layers underlying the site have a generally moderate potential to liquefy
during a 1 DO-year earthguake. and a generally high potential to liguefy during a SOD-year
earthquake.
After deriving the liquefaction safety factors, we used a method developed by Tokimatsu & Seed
(1987) to calculate the approximate surface settlements resulting from subsurface liquefaction.
Research has shown that such settlements can occur even when soils liquefy only partially.
Our analysis for a 1 ~O-year earthquake with high groundwater indicated possible surface
settlements on the order of 4 to 10 inches. In the case of a 500-year earthquake with high
groundwater, we calculated surface settlements on the order of 6 to 15 inches. These
calculated settlements would somewhat lower for the groundwater conditions observed at the
time of our site exploration.
In addition to settlement, subsurface liquefaction can potentially cause fissuring or heaving of
the ground surface. Generally, surface damage decreases as the thickness of non-liquefiable
overburden soil increases, due to energy attenuation w~hin the overburden soil. At the project
site, we estimate this non-liquefiable overburden thickness to range from about 5 to 15 feet, and
we interpret discrete liquefiable layer thicknesses on the order of 3 to 10 feet. Comparing these
conditions with empirical charts developed by Ishihara (1985), the site appears to have a fairly
high risk of some ground damage resulting from liquefaction during a 500·year earthquake,
whereas the risk for a 1 OO-year earthquake appears fairly low.
GEOTECHNICAL CONCLUSIONS AND RECOMMENDATIONS
Based on the information obtained from our surface and subsurface exploration program, the
proposed processing facility appears feasible from a geotechnical standpOint. contingent on
proper design and construction practices. However, because the site is mantled by uncontrolled
fill and is underlain by both compressible and liquefiable soils, higher-than·typical costs should
be expected for earthwork and foundation construction. We offer the following general
comments regarding the proposed development.
• Settlement Considerations: Our geotechnical analysis indicated that static settlements
could range from about 4 to 9 inches if conventional spread footings or a mat foundation are
used for building support. Furthermore, these foundation types would incur the risk of an
additional 6 to 15 inches of liquefaction-induced settlement occurring during a severe
earthquake. Special provisions will be required to reduce long-term settlements of the
building and other structural elements. It should be noted that settlements cannot be
completely eliminated, but they can be reduced to a tolerable magnitude.
Bank of America Longacres Facility
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• Building Shell Support: There appears to be numerous options for supporting the building
shell (walls and roof), with each option having an associated level of performance and risk.
Most options involve the use of preloading techniques or deep foundations to control
settlements. Possible options include conventional spread footings placed above either a
preloaded or non-preloaded subgrade; a rigid structural mat foundation, placed above
either a preloaded or non-preloaded subgrade; structural grade beams bearing on
augercast piles; and spread footings placed above stone columns. For all options except
the augercast piles, we antiCipate that a gravel bearing pad would be needed under the
footings or mat foundation.
• Building Floor Support: A similar range of options is available for supporting the building
floor, with each option also having an associated level of performance and risk. Most
options involve the use of preloading techniques or deep foundations to control settlements.
Possible floor options include a conventional concrete slab, placed above either a preloaded
or non-preloaded subgrade; a structural mat foundation, placed above either a preloaded or
non-preloaded subgrade; a structural slab bearing on augercast piles; and a conventional
slab placed above stone columns. Except for the augercast pile option, we anticipate that a
gravel bearing pad would be needed under the floor.
• Fill 50/1 Considerations; All six of our on-site explorations encountered surficial fill soil. At
some locations, this fill contained small amounts of peat, asphalt, drywall, or wood. One
sample was found to contain diesel and oil contaminants. Because uncontrolled fill
inherently represents an unknown condition for a site, this uncertainty often translates into
greater risk and cost during construction. Additional near-surface sampling and testing
would be required to reduce this level of uncertainty.
Table 3 summarizes our general geotechnical conclusions regarding the important advantages
and disadvantages of the above-mentioned options for building shell and floor support. It
should be noted that this information is presented for purposes of comparing relative cost, time,
and performance factors; it is not intended for design use. Once a specific option has been
selected, we can provide appropriate geotechnical criteria for design purposes.
The following text sections present our specifiC geotechnical conclusions and recommendations
concerning site preparation, site grading, underground utilities, building drains, exterior slabs,
asphaltic pavements, structural fill, seismic criteria, and additional services. ASTM and WSDOT
specification codes cited herein respectively refer to the current manual published by the
American Society for Testing & Materials and the current edition of Standard Specifications for
Road, Bridge, and Municipal Construction.
C;CI)!CChnlcal lk:-'Ign j:\-aluallllTl
TABLE 3
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SUMMARY OF SUPPORT OPTIONS FOR BUILDING SHELL & FLOOR
Shell Floor Advantages Disadvantages Support Support
Spread Conventional Least expensive option Gravel bearing pad needed
Footings Slab Fastest construction under footings & floor
Very large static settlements
Risk of very large seismic
settlements
Structural Structural Moderately fast construction Gravel bearing pad needed
Mat Mat Controls static & seismic under entire mat
differential settlements Large static total settlement
Reduces floor distress Risk of seismic settlement
Spread Conventional Relatively inexpensive Gravel bearing pad needed
Footings on Slab over Controls static settlements under footings & floor
Preloaded Preloaded Surcharge fill needed
Subgrade Subgrade Long preloading period needed
Risk of large seismic settlement
Structural Structural Controls static settlements Gravel bearing pad needed
Mat on Mat over Controls seismic differential under entire mat
Preloaded Pre loaded settlement Surcharge fill needed
Subgrade Subgrade Reduces floor distress Long preloading period needed
Risk of seismic settlement
-~
Grade Conventional No gravel bearing pad needed Surcharge fill needed
Beams on Slab over under grade beams Long preloading period needed
Augercast Preloaded Controls static settlements Gravel bearing pad needed
Piles Subgrade Controls seismic settlements under floor slab
of building shell Risk of seismic floor settlement
Grade Structural No pre loading delay Relatively expensive
Beams on Slab over No gravel bearing pad needed Augercast pile installation not
Augercast Augercast Controls static settlements covered under grading permit
Piles Piles Controls seismic settlements
Spread Conventional Stone column installation Relatively expensive
Footings on Slab over covered under grading permit Gravel bearing pad needed
Stone Stone No preloading delay
Columns Columns Controls static settlements
Controls seismic settlements
Site Preparation & Grading
Bank of Americo Longacres Facility
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Preparation of the project site will likely involve temporary drainage, clearing, stripping, cutting,
filling, erosion contrOl, and subgrade compaction. The paragraphs below present our
geotechnical comments and recommendations concerning these various issues.
Temporarv Drainage: Any sources of surface or near-surface water that could potentially enter
the construction zone should be intercepted and diverted before stripping or grading activities
begin. We tentatively anticipate that a system of temporary swales or berms placed around the
construction zone will adequately intercept surface water runoff. However, because the
selection of an appropriate drainage system will depend on the water quantity, season, weather
conditions, construction sequence, and contractor's methods, final decisions regarding drainage
systems are best made in the field at the time of construction.
Clearing and Stripping: After surface and near-surface water sources have been controlled, the
construction zone should be cleared and stripped of all trees, bushes, sod, topsoil, debris,
asphalt, and concrete. Our explorations indicate that 3 to 6 inches of root mat and topsoil will
likely be encountered across the site, but significant variations could exist. Furthermore, it
should be realized that if the stripping operation proceeds during wet weather, a generally
greater stripping depth might be necessary to remove disturbed moisture-sensitive soils. For
this reason, Site stripping is best performed during a period of dry weather.
Erosion Control Measures: Because stripped surfaces and soil stockpiles are typically a source
of runoff sediments, they should be given particular attention. If earthwork occurs during wet
weather, we recommend that all stripped surfaces be covered with straw to reduce runoff
erosion. Similarly, soil stOCkpiles and cut slopes should be covered with plastic sheeting for
erosion protection. We also recommend that a staked silt fence be installed around the area to
be disturbed. It may be prudent to maintain a berm and swale around the downslope side of
stripped areas and stockpiles in order to capture runoff water and thereby reduce the downslope
sediment transport.
Site Cutting: We anticipate that grading plans will call for cutting as deep as about 2 to 3 feet in
the flat areas of the site, to achieve design subgrades for the new building. parking lots. and
access driveways. Based on our explorations, we expect that these cuts will encounter loose to
medium dense. silty sands and soft silts, along with uncertain amounts of debris. Most or all
such soils will probably need to be wasted. The large soil mounds existing on the site will also
need to be removed as part of the grading operation, but the composition of these soils is not
currently known.
Subgrade Compaction: Exposed subgrades for footings, floors. walkways. pavements, and
other structural features should be compacted to a firm, unyielding state using an appropriately
sized compactor. However. any localized zones of organic, soft. or pumping soils observed
within a subgrade should be overexcavated and replaced with a suitable structural fill material
before attempting any compaction.
Special Provisions: To retard upward silt migration from native subgrade soils into any overlying
structural fill. it might be beneficial to cover certain subgrade areas with a separation geotextile
(such as Mirafi 140N). Therefore, we recommend that the contract specifications include a
Bank of America Longacres Facility
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April 6, 2007
Page II
special provision for using such geotextiles where they are deemed appropriate tly the
geotechnical field representative.
Site Filling: We anticipate that grading plans will call for filling as high as about 5 feet in certain
topographically low areas of the site, such as along the southern and western margins, to
achieve design subgrades. This fill material should be placed as early as possible in the
earthwork schedule so that subgrade settlements will have more time to occur. Our
conclusions, recommendations, and comments regarding conventional granular fill materials,
wet-weather fill materials, and the reuse of on-site soils are presented in the Structural Fill
section of this report.
Permanent Slopes: We anticipate that permanent fill slopes will be created along the southern
edge of the site. All permanent soil slopes should be adequately inclined to minimize long-term
raveling, sloughing, and erosion. We generally recommend that no slopes be steeper than
2H:1V, but the use of flatter slopes (such as 3H:1V) would further reduce long-term erosion and
facilitate revegetation.
Slope Protection: We recommend that a permanent berm, swale, or curb be constructed along
the top edge of all permanent slopes to intercept surface flow. Also, a hardy vegetative
groundcover should be established as soon as feasible, to further protect the slopes from runoff
water erosion. Alternatvely, permanent slopes could be armored with quarry spa lis or a
geosynthetic erosion mat.
Underground Utilities
We anticipate that underground utilities will be installed across the project site. The paragraphs
below present our geotechnical comments and recommendations concerning underground
utility issues.
Settlement Considerations: Because the near-surface site soils could settle several inches
during or after earthwork and subsequent building construction, underground utilities should be
designed to accommodate deformations of this magnitude. Ideally, settlement-sensitive utilities
would be installed after completion of any site filling or subgrade preloading programs.
Excavation Conditions: Based on our explorations, we anticipate that utility excavations will
encounter primarily soft silts and loose to medium dense, silty sands. Perched groundwater
could also be encountered at random locations. Although our explorations revealed only small
pieces of debris within the surficial fill soils, large obstacles could be present at random
locations within this deposit.
Temporary Cut Slopes: All temporary cut slopes associated with utility trenches and related
excavations should be adequately inclined to prevent sloughing and collapse, in accordance
with OSHA guidelines. We tentatively antiCipate that Type C soils will be encountered in most
trenches. However, appropriate inclinations will ultimately depend on the actual soil and
moisture conditions encountered during earthwork.
Temporary Shoring: If adjacent marshland constraints preclude the use of temporary cut slopes
for utility excavations, then temporary shoring might be required. We tentatively anticipate that
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conventional steel sheet piling would be suitable for this purpose. Z2A can provide appropriate
design criteria if a shoring wall must be installed.
Excavation Dewatering: Our explorations encountered groundwater at depths of about 9 to 16
feet below grade at the time of drilling, but significantly higher levels might occur at other times
or locations. If groundwater is encountered in utility excavations, we tentatively anticipate that
an internal system of ditches, sumpholes, and pumps can be used for temporary dewatering
purposes.
Pipe Bedding and Trench Backfill: We recommend the use of pea gravel or 7/8-inch washed
rock for bedding around PVC utility pipes. This bedding material should extend at least 6 inches
above the crown of the pipes. For backfilling utility trenches located below future structural
areas, we recommend using a granular fill material such as well-graded sand and gravel ("pit
run") or 7/8-inch-minus crushed rock. All structural backfill should be compacted to a density of
at least 90 percent based on the Modified Proctor maximum dry density (per ASTM: D-t557).
Pipe Details: Because the site is underlain by compressible soils, it is not well suited for the use
of conventional concrete thrust blocks; they could lead to excessive differential settlements
along the pipe alignment. It would be preferable to use restrained joints or some other means
that does not impose surCharge loads on the soils. If thrust blocks must be used, we
recommend that they bear on an 18-inch-thick pad of crushed rock placed over a separation
geotextile (such as Mirafi 1 OOX).
Building Drains
In our opinion, the new building should be provided with permanent drainage systems to
minimize the risk of future moisture problems. We offer the following recommendations and
comments for drainage design and construction purposes.
Foundation Drains: We recommend that the building be encircled with a foundation drain to
collect exterior seepage water. This drain should consist of a 4-inch-diameter perforated pipe
within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the
pipe. The gravel envelope should be wrapped with filter fabric (such as Mirafi 100X or 140N) to
reduce the migration of fines from the surrounding soils. Ideally, the drain invert would be
installed no more than 8 inches above or below the base of the perimeter footings or grade
beams.
Subfloor Drains: Based on the groundwater conditions observed in our site explorations, we do
not currently infer a need for drains beneath floor slabs. However, the final decision regarding
the need for subfloor drains should be made at the time of construction, after the floor subgrade
has been exposed and the foundation walls have been cast. These drains typically comprise a
parallel pattern of shallow trenches containing 4-inch-diameter perforated pipes surrounded by
at least 6 inches of pea gravel and enveloped with filter fabric, placed in a parallel pattern at a
horizontal spacing of 10 to 20 feet.
Runoff Water: Final site grades should slope downward away from the building so that runoff
water will flow by gravity to suitable collection paints, rather than ponding near the foundation
walls. Ideally, the ground surface immediately surrounding the foundation would be capped with
concrete or asphalt to preclude surface-water infiltration
ZZA
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April 6, 2007
Page 13
Tightline Systems: Roof downspouts, parking lot drains, courtyard drains, and drains from any
other runoff surfaces should not be tied into the perforated piping system of the foundation
drains. Instead, the runoff water collected from such sources should be routed through a
separate tightline piping system and sent to a municipal catch basin or other appropriate
discharge location.
Exterior Slabs
We understand that concrete drive slabs will be used in the vehicle courtyard and in the truck
drive-through area. Our design and construction recommendations concerning these exterior
slabs are presented below.
Subgrade Preparation: All subgrade areas for exterior slabs should be stripped and compacted
to a firm, unyielding condition, as described in the Site Preparation & Grading section of this
report. Any localized areas of soft or yielding soils should be scarified and recompacted or be
excavated and replaced with a suitable structural fill material compacted to at least 90 percent
(based on ASTM: 0-1557). Subgrades composed of silts or silty fine sands should then be
covered with a separation geotextile, such as Mirafi 140N.
Subbase Course: We recommend that exterior slabs that are subjected to heavy truck traffic
(including the vehicle courtyard and truck drive-through) be underlain by a 15-inch-thick
subbase course. This subbase should consist of clean, well-graded sand and gravel, such as
"Ballast" or "Crushed Surfacing Base Course" per WSDOT: 9-03.9(1) and 9-03.14, respectively.
All subbase material should be compacted to at least 90 percent (based on ASTM: D-1557).
Base Course: We recommend that the exterior slab subbase course be covered by a 3-inch-
thick base course to serve as a bearing and leveling layer. Ideally, this base course would
consist of clean, uniform, crushed rock, such as "Cnushed Surfacing Top Course" per WSDOT:
9-03.9(3). All base course material should be compacted by means of at least three passes
with a vibratory roller.
Soil Design Values: Soil conditions are typically defined by a subgrade reaction modulus, which
quantitatively predicts the deflection resulting from a wheel load. Based on our recent
observations of on-site soils and our review of published correlation charts, we estimate that the
above-described subbase and base courses will provide a subgrade reaction modulus on the
order of 150 to 200 pci.
Recommended Thickness: Exterior slabs should be designed by the project structural engineer,
based on actual loading conditions and on the aforementioned soil criteria. In all cases,
however, we recommend that exterior slabs that are subjected to heavy trucks not be less than
6 inches thick. Additionally, some form of distributed reinforcing (such as welded-wire fabric)
shOuld be included in the concrete to reduce cracking and fau~ing.
Settlement Mitigation: Some long-term settlement of exterior slabs will likely occur due to
consolidation and compression of the near-surface site soils. For slabs that abut the new
building, this could result in undesirable differential settlements relative to the building walls.
Such differential settlements could be reduced or eliminated by preloading the slab subgrade,
ZZA
al ~
Bank of America Longacres Facility
81075605
April 6, 2007
Page 14
by providing stone columns below the slabs, or by structurally connecting the slab to the
building walls.
Asphaltic Pavements
We understand that asphaltic pavements will be used for the new car-parking areas and truck
driveways. The following comments and recommendations are given for pavement design and
construction purposes.
Subgrade Preparation: All pavement subgrade areas should be stripped and compacted to a
firm, unyielding condition, as described in the Site Preparation & Grading section of this report
Any localized areas of soft or yielding soils should be scarified and recompacted or be
excavated and replaced with a suitable structural fill material compacted to at least 90 percent
(based on ASTM: 0-1557).
Soil Design Values: Soil conditions can be defined by a California Bearing Ratio (CBR), which
quantitatively predicts the effects of wheel loads imposed on a saturated subgrade. Based on
our classifications of on-site soils and our previous laboratory testing of similar soils, we
estimate that the near-surface soils will provide a CBR value of about 5 percent.
Traffic Design Values: Traffic conditions can be defined by a Traffic Index (TI), which quantifies
the combined effects of projected car, truck, and bus traffic. Although no specific traffic data
was available at the time of our analysis, we estimate that a TI of 3.5 is appropriate for medium-
volume car parking lots, and that a TI of 5.5 is appropriate for driveways subjected to occasional
passes by freight trucks.
Conventional Sections: A conventional pavement section typically comprises an asphalt
concrete pavement over a crushed rock base course over a granular subbase course. Based
on the estimated design values stated above, we recommend using the following minimum
conventional pavement sections:
Pavement Course
Asphalt Concrete Pavement
Crushed Rock Base
Granular Subbase
Minimum Thickness
Parking Lots Driveways
2'12 inches
3 inches
9 inches
4 inches
6 inches
12 inches
Alternative Sections; As an alternative to the above-recommended conventional section, an
asphalt-treated base (ATB) could be substituted for part of the crushed rock base and granular
subbase combination. The use of an ATB course results in a thinner overall section, and it
serves as an all-weather working surface during construction. We specifically recommend the
following minimum alternative pavement sections:
Pavement Course
Asphalt Concrete Pavement
Asphalt-Treated Base
Granular Subbase
Minimum Thickness
Parking Lots Driveways
2 inches
4 inches
6 inches
2 inches
4 inches
12 inches
I
Bank of America Longacres Facility
81075605
April 6, 2007
Page 15
Pavement Materials: For the base course, we recommend using imported clean, crushed rock,
such as "Crushed Surfacing Top Course" per WSOOT: 9-03.9(3). For the subbase course, we
recommend using imported, clean, well-graded sand and gravel, such as "Ballast" or "Gravel
Borrow" per WSDOT: 9-03.9(1) and 9-03.14, respectively. None of the on-site soils would be
suitable tor these purposes, in our opinion.
Compaction and Verification: All subbase and base course material should be compacted to at
least 95 percent of the Modified Proctor maximum dry density (per ASTM: 0-1557), and all
asphalt concrete should be compacted to at least 92 percent of the Rice value (per ASTM:
0-2041). We recommend that a ZZA representative be retained to verify the compaction of
each layer before any overlying layer is placed. For the subbase and pavement course,
compaction is best verified by means of frequent density testing; for the base course,
methodology observations and hand-probing evaluations are more appropriate than density
testing.
Pavement Life and Maintenance: It should be realized that no asphaltic pavement is
maintenance-free. The above described pavement sections represent our minimum
recommendations for an average level of performance during a 20-year design life; therefore,
an average level of maintenance will likely be required. Furthermore, a 20-year pavement life
typically assumes that an overlay will be placed after about 10 years. Thicker asphalt, base,
and subbase courses would offer better long-term performance, but would cost more initially;
thinner courses would be more susceptible to "alligator" cracking and other failure modes. As
such, pavement design can be considered a compromise between a high initial cost and low
maintenance costs versus a low initial cost and higher maintenance costs.
Structural Fill
The term structural fill refers to any materials used for building pads, roadway embankments,
and detention pond berms, as well as to materials placed under foundations. retaining walls,
slab-on-grade floors, sidewalks, pavements. and other such features. Our comments,
conclusions, and recommendations concerning structural fill are presented in the following
paragraphs.
Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on
their grain-size distribution and moisture content when they are placed. As the tines content
(that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to
small changes in moisture content. Soils containing more than about 5 percent fines (by weight)
cannot be consistently compacted to a firm, unyielding condition when the moisture content is
more than 2 percentage points above or below optimum.
Conventional Materials: Typical structural fill materials include clean sand, granulithic gravel.
pea gravel, washed rock, crushed rock, quarry spalls, controlled-density fill (COF), lean-mix
concrete (LMC), well-graded mixtures of sand and gravel (commonly called "gravel borrow" or
"pit-run")' and miscellaneous mixtures of silt. sand, and gravel. Recycled asphalt, concrete, and
glass, which are derived from pulverizing the parent materials, are also potentially useful as
structural fill in certain applications. Soils used for structural fill should not contain any organic
matter or debris, nor any individual particles greater than about 6 inches in diameter.
Bank of America longacres Facility
81075605
April 6, 2007
Page 16
Lightweight Materials: For settlement-prone sites, a lightweight fill material can provide an
advantageous alternative to conventional fill materials. One useful type of lightweight fill in
certain applications is expanded polystyrene (EPS) blocks, which have a density in the range of
only 1 to 2 pet. EPS blocks typically come in dimensions of 40 inches thick by 48 inches wide
by either 48 or 96 inches long. Type 1 EPS would be suitable for most low-load areas, whereas
Type 2 EPS would provide a better option for higher-load areas. Regardless of type, we
typically recommend that the EPS blocks be permanently covered with at least 12 inches of
conventional fill material.
On-Site Soils: Because only minor cuts are planned for the project, we expect that only small
quantities of on-site soils will be generated during earthwork activities. The sod, topsoil, and
other organic-rich materials mantling most of the site are not suitable for use as structural fill
under any circumstances, due to their long-term compressibility; these materials can be used
only for non-structural purposes, such as in landscaping areas. The near-surface silty sands
and silts underlying the site do not appear suitable for reuse as structural fill, due to their
moisture sensitivity and presence of some debris.
Wet-Weather Earthwork: As discussed above, most or all of the on-site soils would be difficult
to reuse as structural fill during wet weather. Consequently, the project specifications should
include provisions for using imported, clean, granular fill in case site filling must proceed during
wet weather. The term clean refers to soils that have a fines content of 5 percent or less (by
weight) based on the soil fraction passing the U.S. NO.4 Sieve. For general structural fill
purposes, we recommend using a well-graded sand and gravel such as "Ballast" or "Gravel
Borrow" per WSDOT: 9-03.9(1) and 9-03.14, respectively. For combined structural fill and
drainage purposes. a relatively unifomn angular material such as "Crushed Surfacing" per
WSDOT: 9-03.9(3) is preferable.
Fill Placement: Generally, pea gravel, washed rock, quarry spalls, CDF, and LMC do not
require special placement and compaction procedures. In contrast, clean sand, granulithic
gravel, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts
not exceeding about 12 inches in loose thickness, and each lift should be thoroughly compacted
with a mechanical compactor. Depending on the application, we recommend that all structural
fill be compacted to a uniform density of at least 90 or 95 percent, based on the Modified
Proctor test (ASTM: 0-1557)
Subgrade Verification and Compaction Testing: Regardless of material or location, all structural
fill should be placed over firm, unyielding subgrades prepared in accordance with our various
recommendations for site preparation. The condition of all subgrades should be verified by a
geotechnical representative before fill placement begins. Also, fill soil compaction should be
verified by means of in-place density testing, hand-probing, proof-rolling, or other appropriate
methods performed during fill placement so that the adequacy of soil compaction efforts may be
evaluated as earthwork progresses.
CDF Strength Considerations: CDF is normally specified in terms of its compressive strength,
which typically ranges from 50 to 200 psi. CDF having a strength of 50 psi (7,200 pst) provides
adequate support for most structural applications and can be readily excavated with hand
shovels. A strength of 100 psi (14,400 pst) provides additional support for special applications
but greatly increases the difficulty of hand-excavation. In general, CDF having a strength
(;CI)lt,;-hnlc;l! f)~ign FV:llualillU
Bank of America Longacres Facility
81075605
April 6, 2007
Page 17
greater than about 100 psi requires power equipment to excavate and, as such, should not be
used where future hand-excavation mig ht be needed.
Seismic Criteria
The 2003 International Building Gode (IBC) prescribes seismic design criteria for new buildings
based ·on the site's geological conditions and geographical location. Our conclusions and
recommendations concerning these IBC criteria are discussed below.
Site Class: The term Site Glass refers to the geological conditions prevailing within a depth of
100 feet below the local ground surface. Based on the liquefaction susceptibility of the upper
site soils, the geologic profile would correspond to Site Class "F' as defined by the 2003 IBC.
However, if the fundamental period of the proposed structure is estimated to be less than 0.5
seconds, the 2003 IBC allows reclassification of the site to a higher value. Given the
subsurface conditions observed in our on-site borings, we recommend that the new building be
designed for Site Class "D' if it is supported on a deep foundation (piles or stone columns), or
for a Site Class "E" if it is supported on a shallow foundation (footings or mat).
Response Spectra: To develop a building's general response spectrum, the 2003 IBC requires
that spectral acceleration values be derived for ground motions corresponding to both a short
period and a 1-second period. Site-specific values can be obtained from the USGS National
Seismic Hazard Mapping Project website (http://eghazmaps.usgs.govD, which computes the
2002 spectral ordinates based on 5 percent damping. For on·site ground motions with a 2-
percent probability of exceedance in 50 years, the USGS gives the following accelerations
pertaining to building periods of 0.2 and 1.0 second; therefore, we recommend assigning these
accelerations to the I Be parameters 8 8 and 8" respectively. It the structural engineer feels that
a damping value other than 5 percent is more appropriate, we should be contacted to adjust the
design accelerations.
Ground Motion Period
Short (0.2 second)
Long (1.0 second)
Additional Services
IBC Parameter
S8
S,
Design
Acceleration
1.41g
0.48g
It should be realized that many of our conclusions and recommendations are based on our
limited observations and assumptions regarding subsurface site conditions. Atter a specific
option is selected for supporting the new building shell and floor, it might be necessary for us to
perform additional explorations as part of the design process. Deep (75 feet or more)
explorations would be particularly important if a pile foundation is selected, and additional soil
sampling and testing upper native soils would be important if preloading techniques are used.
In addition, it might be prudent to sample and test the surficial fill soils for petroleum
contamination before earthwork begins.
During construction, ZZA should be retained to monitor the geotechnical aspects of earthwork
and foundation work at the site. Our monitoring would include observation and documentation
of stripping, grading, preloading, subgrades, deep foundations, exterior slabs, pavements,
drainage, trench backfilling, fill compaction, and other items, as appropriate.
CLOSURE
Bank of America Longacres Facility
81075605
April 6, 2007
Page 18
The conclusions and recommendations presented in this report are based, in part, on the
subsurface explorations accomplished for the project. It should be remembered that the
number, locations, and depths of these explorations were completed within the constraints of
budget, schedule, and site access. We wish to further emphasize that our explorations reveal
subsurface conditions only at discrete locations across the site; subsurface conditions in other
areas could vary considerably, but the nature and extent of any such variations would likely not
become evident until additional explorations are performed or construction activities have
begun. If significant variations are observed at that time, we may need to modify our
conclusions and recommendations to reflect the actual conditions.
We appreciate the opportunity to have been of service on this project and would be pleased to
discuss the contents of this report or other aspects of this project with you at your convenience.
Please call if you have any questions or need additional information.
Respectfully Submitted,
ZIPPER ZEMAN ASSOCIATES, INC.
LlalmF'~ M. Brisbine, P.E.
Senior Engineer
~1!:.(!:J
PrinCipal Engineer
Enclosures: Figure 1 -Site Location Map
Figure 2 -Site Vicinity Map
Figure 3 -Site & Exploration Plan
Figure 4 -Cross Section A-A'
Appendix A -Field Exploration Procedures and Logs
Appendix B -Laboratory Testing Procedures and Results
Distribution: Addressee (2)
Sid Scarboro / Gensler Architects (1)
Brian Moll / Coffman Engineers (1)
Bart Balko / Coughlin Porter Lundeen (1)
GClllcchU!e1i Dcsi.gn E~lluafioll
,
Il. •
... " "'-' "" )TH;~~o
'10,)11 c;r
,/,'If·
c 2004 Thomas Bros. Ma s R
Zipper Zeman Associates. Inc..
Gco!cchnu.::ul and I:'.nvlronmcntal Consulting
18905 33fd Av~nue We:.I, SUllc 117
Lynnwood. Washmgton 9RO]f,
Td~: (425) 771-3304 Fax: (425) 7i1·3549
Pro;ect No. 81075605
Dale: Feb., 2007
Drawn by: J. Duncan
Scale; NTS
S l29P~ , $1
Bank of America Longacres Fadltty
Renton, Washington
FIGURE i; SITE LOCATION MAP
EXISTING
GRAVEL
COVERED
ACCESS
ROADWAYS
(APPROX.)
}:
>-~
=' ~
LL
rfJ
Z m
~
.,
~ n ,
Zipper Zeman Associates, 1 nco
Gcoh:cnlllCIlI And t:.J)"'lmnm~nral Consultmg
18<}05 J3nJ Av~nul:! Wesl, Sulle 117
tynnwood. Washington 91':036
Telt'. (425) 77 1-3304 Fax. (425) 771-]54<)
.,
J2
'''~''''J .... M ~ <" ,~.'~'
Project No, 81075605
Date: Feb., 2007
Drawn by: J. DUncan
Scale: NTS
;\
PROJECT
SITE
Bank of America longacres Facility
Renton. Washington
FIGURE 2: SITE VICINITY MAP
~ 13--.~~~
t I .' ,
I:
, , ,
\
EXISTING
GRAVEL
ACCESS
ROADWAY
(TO BE , I ABANDONED)~:
I
I
~ I , I
;{
((
u.
(f)
Z
'"
LEGEND:
'L I / /
/ t"/"" /
i/ ///~
8·3 -
~ 8·1 BORING NUMBER AND
APPROXIMATE LOCATION
ALJA' APPROXIMATE LOCATION
OF CROSS SECTION
-----
~i
PROPOSED~
PARKING
/AREAS
" /
I'
.'" ~.~-S-\
PROPOSED
TRAFFIC
CIRCLE
I
"', ",-
-----
/
/1
----~ 1;------
___ HIGH ROOF +
r-8.1 I
J " ~\I
I
COURTYARD
PROPOSED
BUILDING
A
L~B.2
0 60
APPROXIMATE SCALE IN FEET
Zipper Zemu Associates., Jnc.
Geotechnical and Em'ironmental COlliiulling
I H905 Brd Avenue WcSoI.., Suite 117
Lynnwood, Washingwn 98036
Td" (425) m·JJo' Fax: (425) 771·3549
I
f
8-4 ..
~.
~ WETLAND
AREA --~
120
Project No. 81075605
Date; Mar., 2007
Drawn by: J.Duncan
Scale: As Noted
Figure based on layout plan by Gensler Atchitec!s,
Bank of America LQngacres Facility
Renton, Washington
FIGt:RE 3: SITE AND EXPLORATION
PLAN
LEGEtfO:
8·2
~I
t'
iii
A
(WEST]
Af'PROXltAATE LIMITS OF
APPROXIMATE LIMITS OF APPROXIMATE PROPOSED BUILDING ~
PROPOSED 8UILDING GROUND SURFACE. "-
A'
(EAST)
B~2 8-04
°l FILL rO ~3 5 ---------
3 Soft SILT IIltertedded with silty SAND 13
10 1I -------------------------------------~I 10 ,
Loose. ~llIy SAND. ir.lrMtleddfld".,,1h Sil T 4 iii
w ",,,,
8
w
20 ~
i'j
,
~
iil
1------,
Q 5 3()
~ o
~ "9
m ~ ".' I--' -
11 • ~
·1
~14
1",26
TOaS1.S'
60 I j
o 2{] 40
EXPLORATION NUMBER.
APPRQXilliATE LOCATION
WATER LEVEL AT TIME OF DRill LING
STAVDARD PENETRATION RESISTANCE
IN BLOWS PER FOOT
-----
Loose, line to medium SAND, trace to some silt
mterbedded with SILT
-------
--------------------------
Medium dense, rille 10 medrum SAND, trace ~~t
•
-'-10
TD=31 5
w
!i
~
'5
~
Q
l-30 5 , 0
I '" , <!) , 3
l40 i
• i'j
["
I I T --~j ----,j~---~j----~----~---"-60
6(} 80 100 121) 140 160 180 21)0 220 240
"
I+:)RIZOmAL 1"=2Q'
VERTICAL' '-10'
"
HORiZOI'H AL DISTANCE lFEET)
ZZA
~ ~
~f Zeman A~~O<'I.JItrs. 1m'
G~I~'hn'-<,a[ and En-'Iror.rncntal Cnn.~ltlng
181)05 JJrd A,elllie Well. Sl.llle 111
LynnwoO<!, Washington 980]6
Tele' (42S) HI-Jjf)4 Fi), 14251 nJ·3549
NOTES;
,_) THI': STRATA A/'U;: I'lllSEO U~ON IfIo,ERPOLATiON ,&.NO "A'( r..QT
REPRESENT ,l,CTlJAJ. SUBSURfACE ONOtTlONS SI~PLlFJED NAMES ARE
SHO ...... FOR SOIL DEPOSITS, eASED ON GENERAliZATIONS or SOiL
[}ESCRIPTIONS SEE EXPlORATION LOGS AND REPORT ""EXl FOR MORE
DETAIlED SOIL MO GROU'IOWATER OESCRIPTKlNS.
2.) SEE FIGURE J !'OR LOCATION OF CROSS SECTION
PHljB(;I No:> 81075605
Drawn by j DtJllr.ilr"l
o .. tt-Nar. 2007
Scale. A~ Noted
Bank Of AI'I1G~ea lOllgacr<:1S Fadil)'
Renl{]n, Washi ngl{]n
FIGURF'.( -SlTr (,RuSS Sf..cTlCn
K)0756(}5
APPENDIX A
FIELD EXPLORATION
PROCEDURES AND LOGS
Page A-I
APPENDIX A
FIELD EXPLORATION PROCEDURES
The following paragraphs describe our procedures associated with the on-site
subsurface explorations and field tests that we conducted for this project. Interpretive
stratigraphic logs of our explorations are enclosed in this appendix.
Auger Boring Procedures
Our exploratory borings were advanced with a hollow-stem auger, using a track-
mounted drill rig operated by an independent drilling firm working under subcontract to
ZZA. A geotechnical specialist from our firm continuously observed the borings, logged
the subsurface conditions, and collected representative soil samples. All samples were
stored in watertight containers and later transported to our laboratory for further visual
examination andlor testing. After each boring was completed, the borehole was
backfilled with a mixture of bentonite chips and soil cuttings, and the surface was
patched with asphalt or concrete (where appropriate).
Throughout the drilling operation, soil samples were obtained at 2'h-or S-foot
depth intervals by means of the Standard Penetration Test (SPT) per ASTM: D-1586.
This testing and sampling procedure consists of driving a standard 2-inch-diameter steel
split-spoon sampler 18 inches into the soil with a 140-pound hammer free-falling 30
inches. The number of blows required to drive the sampler through each {i-inch interval
is counted, and the total number of blows struck during the final 12 inches is recorded as
the Standard Penetration Resistance (often called the "SPT blow count"' or "N value"). If
a total of 50 blows are struck within any 6-inch interval, the driving is stopped and the
blow count is recorded as 50 blows for the actual penetration distance. The resulting
Standard Penetration Resistance values indicate the relative density of granular soils and
the relative consistency of cohesive soils. Where soft soils were encountered, we
attempted to obtain Shelby tube samples. A Shelby tube consists of a 3-inch-diameter
thin-wall steel tube tbat is pushed into the soil by means of hydraulic rams. However, no
soil was recovered in any of several attempts.
Each enclosed Boring Log describes the vertical sequence of soils and other
materials encountered in the respective borehole, based primarily on our field
classifications and supported by our subsequent laboratory examination and/or testing.
Where a soil contact was observed to be gradational within the sampler, Our logs indicate
the average contact depth; where a soil type changed between two sample intervals, we
show an inferred contact depth. Our logs also graphically indicate the blow count,
sample type, sample number, and approximate depth of each soil sample obtained from
the borings, as well as any laboratory tests performed on these soil samples. If any
groundwater was encountered in a borehole, the approximate groundwater depth is
depicted on the boring log. Groundwater depth estimates are typically based on the
moisture content of soil samples, the wetted height on the drilling rods, and the water
level measured in the borchole after the auger has been extracted.
Rl07560S
GENERAL NOTES
DRILLING & SAMPUNG SYMBOLS:
ss: Spirt Spoon -1-'/8" LD., 2:' 00., unless otherwise noted
ST Thin-Walled Tube -2" 0,0, unless olherwise noted
RS, Ring Sampler -2.42" LD., 3" 0,0., unless otherwise noted
DB Diamond Bit Coring -4", N, B
BS: Bulk Sample or Auger Sample
HS:
PA
HA:
RB:
1M3:
Hollow Slem Auger
Power Auger
Hand Auger
Rock Bit
Wash Boring Of Mud Rotary
The number of blows requIred to advance a standard 2-inch 0.0. split-spoon sampler (S5) the last 12 Inches of the tota~ 18-inch
penetration WIth a 14()-pound hammer falling 30 inches is cons-dered the 'Standard Penetration~ or ~N-valueW
WATER LEVEL MEASUREMENT SYMBOLS:
WL: Waler Level INS
wo:
V\lhile Sampling
lIIhlile Drilling
N/E: Not Encountered
WCI
DCI
AB:
Wet Cave In
Dry cave in
After Boring
BCR'
ACR:
Before Casing Removal
After Casing Removal
Water levels indicated on the bonng logs ate the levels measured in the borings at the times indicated Groundwater levels at other
times and other locations across the SIte could vary. In pervious soils, the indicated levels may reflect the location of groundwater, In
low penneabillty soils, the accurate determination of groundwater levels may not be possible with only shorHerm observations
DESCRIPTIVE SOIL CLASSIFICATIDN: SOil dassification is based on Ihe Unified Classification Syslem, Coarse Grained Soils have
more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine
Grained Soils have Jess than 50% of their dry weight retained on a #200 sieve; they are principally described as Clays if they are plastiC,
and silts if they are slightly plastic or non*plastic. Major constituents may be adc;Ied as modifiers and minor constituents may be added
aa:::ording to the relative proportions based on grain size. In addition to gradation, coarse..grained soils are defined on the basis of their
in--place relative denSIty and fine-gralned soils on the basis of their consistency
CONSISTENCY OF FINE-GRAINED SOILS
Standard
Unconfined
Compressive
Strength. QU. psf
< 500
500 -1,000
1,001 -2,000
2,001 -4,000
4,001 -8,000
8,000+
Penetration or
N-valu8 (55)
BlowslFt
<2
2-3
4-6
7-12
13-25
26+
Consistency
Very Soft
Soft
Medium Sliff
Stiff
Very Sllff
Hard
RELATIVE PROPORTIONS OF SAND AND GRAVEL
Descriptive Tenn(s) of other
constituents
Trace
With
Modifier
Percent of
DrvWeight
<15
15-29
> 30
RELATIVE PROPORTIONS OF FINES
DeSCriptive Tennis) of other
constituents
Trace
Wllh
Modifiers
percent of
Dry Weight
<5
5 -12
> 12
RELATIVE DENSITY OF COARSE-GRAINED SOILS
Standard Penetration
or N·value (58)
Blows/Ft
0-3
4-9
10-29
30-49
50+
Relative Density
Very Loose
Loose
Medium Dense
Dense
Very Dense
GRAIN SIZE TERMINOLOGY
Malor Component
of Sample
Boulders
Cobbles
Gravel
Sand
Silt or Clay
Particle Size
Over 12 in. (300mm)
12 in. to 3 in. (300mm to 75 mm)
3 in. to #4 sieve (75mm 10 475 mm)
#4 10 #200 sieve (4,75mm 10 0,075mm)
Passing #200 Sieve (0 07Smm)
PLASTICITY DESCRIPTION
Term Plasticity Index
Non-plastic
Low
Medium
High
a
1-10
11-30
30+
lrerracan
LOG OF BORING NO. 1 Paae 1 of 2
CLIENT
Jones lanQ ' ,,~II ..
SITE PROJECT
,WA Bank of .,
TESTS
C'l -' .£ oi 0 ~ 9 DESCRIPTION "' ,: If-w-::;; " t:: zl: 9 .: ex: I--I->-oc W -~I z "-", r I '" w > ZVJ Zz 0-ti: '" en w 0 ,~ OJ Ow
C? '-' :; "-'-' 1-0 >-'-'a: w U) :0 i': w "--' lSi z>-C'l CJ OJ z a: "'.0 ::lU)
-SILTY SAND, brown, loose, saturated
(Fill) -
-
-
-ISM 1 SS 18 8
14 l':11 TV 'in .. RANn with peat, brown and -
\gray, loose, wet (I . I ' Fill) / -IHS
-ISM 2 ISS 18 8
SILTY line SAND, dark gray, loose, wet -
'HS -
-
-
-
-
-
-ISM 3 ISS 18 3
SILT, grades to very loose -
HS -
-
-
-
-
-
-ISM 4 SS 12 2
-
j grades to very soft Z ~ -SH
-
-No recovery, probable silty SANO, loose -
-
IHS ~. -
I I Next Page
20-
The stratification lines represent the ... .:: (~b: ~~~~~at
between sOil and rock types: in-situ, , may
VVA I >=1"1 LEVEL '"U'~"', ft ,;>,,,n, toU 3-1-07
IWL I~ 165 ATD I.Y. lrerracan ' vv,v,PLETED 3-1-07 , I WL l't Il' IRIG Track Inon,eD
,WL BAG I JOB # H 10700U<
LOG OF BORING NO. 1 Page 2 of 2
CLIENT
Jones Lan!! laSalle
SITE PROJECT
Renton, WA Bank of America Longacres Facility
SAMPLES TESTS
~ -' s:: oa 0 ~ 0 DESCRIPTION '" >-' ;!!. w ' -' ::;; '" z:I: '" 0:: >-->-->-U >-0: W --Z Z .. ", I :i '" w > z'" o:w Zz a. I-'" co w 0 ,~ w>-'" Ow « a. U ::;; a. U >-0 ~z >-Uo:: a: w '" '" r:: w 0.-' ~8 0:-ZI-OJ 0 '" Z 0:: ",co oti "'''' -SAND, trace silt and wood, dark gray, -loose, saturated --
-
-
-
-
-
. 25 25
I •. ' '. -SP 5 SS 12 9
'. -
HS -
-
-
. -
-
-
30 SP 6 SS 9 -
I grades to no wood -
31.5
BOTTOM OF BORING
§ • 0
b
~
z a u < ~ <r w
~
0:
~
~
" >
~ a The stratification lines represent the approximate boundary lines m
~ between soil and rock types; in-situ, the transition may be gradual. ~
~
3 WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-1-07 .
"il16.5 ~ lrerracan ~ WL ATD BORING COMPLETED 3-1-07
w "l. l" <5 WL RIG Track DRILLER Boretech ili <r WL LOGGED BAG JOB # 81075605 ~
I
LOG OF BORING NO. 2 Page 1 of3
CLIENT I
Jones Lang LaSalle
SITE PROJECT
WA Bank of America I
TESTS
'" 1; 0 a -" ~ \: D~
0 DESCRIPTION '" ,
~ '" w .e ,. '" ZI
"" '" >-'" tz" f-->-
~ W Z "-C) I '" w > ZOO «w Zz C) f-if) '" W 0 .s: Wf-'" Ow
"-'-' ~ a. (j .... 0 0-2 >-0", w <n ::> >-UI ... ~ ~8 "''tl Zo-o '" Z 0-'" "''" do. =>Ul
-
SILTY SAND brown. loose. wet (Fill) -,
-
tm 3 .5
SILT. brown. soft, wet (Possible Fill)
-
-ML 1 <is 18 6 48
-
SILTY fine SANg moWed brown and -HS
gray. ve<y loose, wet (Alluvium) 5 SM 2 55 18 3 34 -
'ij -
SILT. with fine sand. brown, sofl. wet -H5
(Alluvium) -
-
85 .. -
-
-
'¥
5M 3 5S 18 5 -
SILTY fine to mi!2ium SArlO brown. -
. loose. saturated (Alluvium)
4 5H -
-
-
-
No recovery, probable silly SAND, loose
-
iHS
-ISM 5 ,SS 18 1 30
j grades to dark gray, very loose -, : .
IHS ! -
-
-
-
-
-
.-I Next Page
20
~ The stratificatiOll:lI~~ ~~;;-t the approximate
between soil and , In~sltu, the ., may be graduaL
• VVA I t:K LEVEL OB!';" \ lTV"'''. fI ~O~'" '"'' <:u 3-1-07
~ WL !'" 10 ATD It: I tlliQ~!!! lemon "'"oolllllli In~ I BORING "OMPI_ETED 3-1·07
Gecrt9c)'ln1oCll or¥:! ErMronn"lQNOf Cornv1tlng
WL 17 I~ A lIioro=m Com!><mY I RIG Track CO.
lWL II 6AG JOB# 811)fOOU',
LOG OF BORING NO. 2 Page 2 of3 --CLIENT
Jones Lang LaSalle
SITE PROJECT
Renton, WA --. Bank of America Longacre. Facility
SAMPLES TESTS
3' -' .E " 0
"" ~ o~
0 DESCRIPTION '" ,: w-~ ::;; " c' z'" " "' f--f-
~ >-" w -Z Z "-OJ e :£ In W > "to """ Zz
f-In on w a ,~ Wf-::> Ow
Q. 0 :2 .. 0 J-Q !'(Z >-u'" w <n '" i': W Q.J ~8 ,,-Zf-<> " " "' Will o~ ::><1)
·120,5 SIL TV fina to !llidium SAND dark gray, -SM 6 SS 18 7 49
21 very loose, saturated (Alluvium) -SI~ T, with wood, dark gray, soft,
saturated (Alluvium) -HS
SIL:rl fille to medium §ANI) dark gray, -loose, saturated (Alluvium) -
-,
-
": 25.5
25 SM 7 SS 18 4 40 -
26 ~, dark gray, soft, saturated (Alluvium) -
flD~ to !ll~!lIYm SA!'II) trace to some sill, -HS
dark gray, loose, saturated (Alluvium) -
-.' . -
-
.. : -
.:'.: 30.5 30 SM 8 SS 18 7 -'I 1 1 31 SILT, dark gray, medium sliff, saturated -
," \(Alluvlum) f
flnt 10 medium SAMD trace 10 some silt. -HS
. : drull gray, loose, saturated (Alluvium) -
-
-
-
-
35 SP 9 SS 18 9 27 -
~: . ". -
iL -HS
8 -i
-t -
"
..... -
e -
~ .... 40 '-
< Continued Next Page
~ The mtificatlon l'lnas represent the approximate bolmdary rlO55
• between soil and rock types: [nMsitu. the transition may be gradual.
~
" WATER LEVEL OBSERVATIONS, It BORING STARTED 3-1-07
~ WL '.!' 10 ATD t-il 1!22!l[ lemon AH20lgll!I IDO BORING COMPLETED 3-1-07
~ ~ ¥
G901gr~~o;'1d ErJffil~1 Coml~~
0 WL A l1iorr.oron Comp>ny RIG Track CO. Borelech i WL LOGGED BAG JOB# 81075605
LOG OF BORING NO. 2 Page 3 of 3
CLIENT
Jones Lang LaSalle ----_.
SITE PROJECT
Renton, WA -Bank of America Longacres Facility
SAMPLEs TESTS
:? ~ 0 'ti ~ 0 ~ o~
0 DESCRIPTION In ,.: '" w -:c " " '" .; o:~ z" ~ I--I-g >-0: w -""
u.(!l
~ <f> w > ":'~ Zz
<f> .. UJ 0 WI-=> Ow
!L U ::E !L 0 0-0 !<z 0>-0",
W <f> :0 0>-w !L~ ;;:8 "'13 Zo-o :0 Z I-0: "'''' Do. :OW
i fine to medium SANg trace to some silt, SM 10 SS 18 11 -
dark gray. loose, saturated (Alluvium) -
... fine to medium SANQ trace silt, dark -
gray, medium dense, saturated (Alluvium) -1---HS -
-
-
-
.: . -
-
",: 45 SM 11 SS 18 14 -
-grades to trace silt inclusion i
HS -
-
-
-•• -
••
-
(B~owcount may be overslated) so SM 12 SS 18
-....
-26
-
.~ ... 51.5 ,
BOTTOM OF BORING ,
~ ,
~. ~ • • w
" ..
0: ~
~
! The stratification tinos reprasant the approximate boundary lines ~ between soil and rock types: tn-situ, Ihe transition may be gnldual.
~ WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-1-07 ~
~ WL 'i!' 10 ATD J: 1_ lI""eCI.rnao " ... e;ate. I". BORING COMPLETED 3-1-{)7
~ WL '1. --.~-~Ilicol OIIU [r1V~onmlmtoi Conrurtr'o
.1' A '1i!nac.mI ComPJIny RIG Track CO. Boretech
• ~ WL LOGGED BAG JOB# 81075605
I.
LOG OF BORING NO. 3 Page 1 of 1
CLIENT
Jones Lang laSalle
SITE PROJECT
WA Banko! d
TESTS
'" -' .s oi 0 ~ 0 DESCRIPTION CD >' if. w . -' ::;; '" ZI
U '" a: t·: 1:: -f-~ a: w ~ Z u.", r :r' '" UJ > Z<JJ D:w Z Zz
0.. f-'" ro w 0 .3; Wf-:J Ow « a. 0 ::; a. 0 f-O f-Z ~ 00: 0: UJ '" ::t ~ W 0.-, ~8 0:-Zf-
'" 0 :0 Z f-a: "'CD oit "'" rwJ SILTY SAND, brown and gray. loose, wet
-
-(Fill) -
-
13 -ML 1 SS 18 3
-14 _ ID.b!, brown with slight oxide staining,
\soft,'wet J -HS ~TY SAND, dark gray, loose, wet
-15.5 s·
ISM 2 SS -18 3
16 SILT, brown, soft, wet -
SILTY SAND, brown, very loose, wet -HS
-
-
-
-
-
grades to gray with silt inclusions -SM 3 SS 18 4
111.5
-
c>v' ,vm OF
i
~ I The stratification lines the approximate / line:s
between soil and rock lYpes: in-sm.., the 1 may be gradual.
VVA I "H 'VI . OBSERVATIONS, It I CUHINlj STARTED 3· 1 -07
~ IWL I"" .Y llerracon I r, COMPLETED 3-1-07
~ IWl I:.f. ~ I RIG Track I DRILLER
~ lWL II "r,r, "n BAG I JOB # 0 lUI""Uo,
LOG OF BORING NO. 4 Pa!lel~
CLIENT
Jones Lan!!' ~C;:~II ..
----
SITE PROJECT
,WA Bank of America I
S TESTS
'" ~ s o~ 0 ~ 0 DESCRIPTION tIl >' * w--' " c< .,; r-r-z:I:
l) ., -r-
I >-0-W -Z Z u.",
:f <f) w > ZUl !I:w Zz "-r-<f) ro w 0 .?; Wf-.., Ow « "-U " "-U f-O ~z >-Uo: 0: W (f) ::J >-W "--' ?;8 0--Zr-OJ 0 ::J Z f-a:: "'tIl o~ "'<I)
-
-SILT, trace drywall, brown, soft, wet (Fill) --
-IML , SS 18 3
-4
HS -
SILT, gray, medium s.iff, moist 5
IML 2 88 16 13 -
-
-IHS
-
-
-
-
'0.
-IML 3 SS 18 2
grades to soft, trace sand, wet -
, 12 HS
-ISM 4 SH 18
-
-No recovery
HS
'l--
15
ISM 5 SS -4
SILTY fine to medium SAND, dark gray, -
~ loose, saturated
-~ -HS
-
-
-
~ 120
-
~ {' • .,;, .~ Next Page
~ The stratification lines t t~e approximate boundary lines
between soil and rock tyPes: in-situ, the transi1lon may be gradual.
~ VVA' t::M LEVEL 01 ~ ,Iv";:,, ft I BORING STARTED 3-'-07
g WL ,'j. 14.75 ATD ~ lrerracan RnRING COMPLETED 3-1-07
~ WL 17 lC RIG Track 1 nRil I F:R
1 l WL ILOGGED BAG [.JOB # 61\),,,,,-v",
LOG OF BORING NO. 4 Page 2 of 2
CLIENT
Jones Lang laSalle
SITE PROJECT
Renton, WA Bank of America Longacres Facillty
SAMPLES TESTS
<0 --' ~ oi 0 ~ 0 DESCRIPTION ro >--If! w-
--' ::; '" ZI
" '" or 0-: t: ->->-a:: UJ -Z "-<0 I i" (f) W > Z(I) a:w z Zz n. (I) ro UJ 0 ,~ WI-=> Ow « "-() .. "-U 1-0 ~z >-Ua: II: w (I) '" i?: w "---' ::8 II: '0 z>-'" D '" Z a: "'" Dc. "'CIl
6 SS 18 8 -
SAND, trace silt, gray and red, loose, -SP
saturated with silt inclusions
HS -
". -
-
-
-
-
25 7 SS 18 6 -grades to no silt inclusions -SP
HS -.
-
.. -
-
-
-
30 8 SS 18 10 -
'. -SP
·31.5
BOlTOM OF BORING
~
r
0
~
z
0 u < IT
if,
r
~ e
m
" Z
" g The stratification lines represent the approximate boundary lines
i§ between soil and rock types-in-situ, the transition may be gradual.
~ WATER LEVEL OBSERVATIONS, It BORING STARTED 3-1 -07 Q
~
g: WL '¥-14.75 ATD Y lterracon BORING COMPLETED 3-1-07
w 'l. .v. ~ WL RIG Track DRILLER Boretech 0
I
W
IT WL LOGGED BAG JOB# 81075605 0 m
.1
LOG OF BORING NO. 5 Page 1 all
CLIENT
Jones Lang laSalle
SITE PROJECT
WA Bank of d ~
'" -' s 08. 0 ~ 0 DESCRIPTION co ,: if' UJ· -' ::; '" -' z:I:
'" a: >-->-U >-a: UJ -U "-CJ J: :I: Cf) UJ > zoo z Zz
0-f-Cf) co '" 0 .:;: :J Ow ti: "-u " "-U f-O >-lOa: w <f) :J 0>-W "--' a:-Z>-
'" 0 :::> Z >-a: "'co oK :::>00
-
SILTY SAND. trace asphalt, brOwn,
-
ISM
medium dense. moist with gasoline odor -
-{Fill)
-1 ISS 18 15
-14
-IHS
-SM 2 ISS 18 7
-SILTY fine SAND, gray, loose, moist
-IHS
-
-
-
-
-
10-5M 3 SS 18 3 -
-11.5 Qrades ~ry loose
DUIIV""OF
;
The stratification lines the approximate , .... ~ rUne,s
belWeen soil and rock types: in·si1u, the ',may be gradual.
VVA I tH LEVEL nR~ iVA IIUNS, fI I BORING "'AM I r:u 3.:.!..:.07
g IWL l'l I~ lterracon 'BO_RING uUMr>LETED 3-1-07
WL l'l I~ RIG Track I DRILLER
LWL II nr,r,Fn BAG I JOB # ~lU/""U"
LOG OF BORING NO. 6 Page 1 of 1
CLIENT
Jones Lang laSalle
SITE PROJECT
Renton, WA Bank Of America longacres Facility
SAMPLES TESTS
(!J --' .~ o~ 0 ~ g DESCRIPTION '" ,; 'if-W· ::;: z:I:
U "' cr: " >-' t--t-~ cr: OJ -Z u.(!J l: I UJ w > zm cr:w Z Zz .. t-W '" W 0 '!: wt-:::J Ow ~ "-u ::;: Q. U ~g ~'" ~ Ocr: L1J W ::0 >-w !:8 :5-a Zt-(!J 0 :::J Z t-cr: UJQl :::Jw
-GRAVELLY SAND witll silt. brown, loose, -wet (Fill) SP -
-
3 SM 1 SS 18 11 -
-SILTY line SAND. brown, medium dense,
moist HS -
5 SM 2 SS 18 4 -
-
HS -
-
-
-
'¥ -
-
10 10 ML 3 SS 18 2 -
SANDY SILT, with wood and sand,
11.5 brown, very soft, saturated -
BOTTOM OF BORING
~
~
" 0
~
z
0
0
~
ffi
" «
~
w
" z
~
0 The stratification lines represent the approximate boundary lines m
~ between soil and rock types: ]n4 situ. the transition may be gradual. ~
~ WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-1-07 ~
m WL ¥:9 ATD -'-1 Ie rracan BORING COMPLETED 3-1-07
~ WL 'I l' RIG Track DRILLER Boretech I w
" WL LOGGED BAG JOB# 81075605 0 m
APPENDlXB
LABORATORY TESTING
PROCEDURES AND RESULTS
Page B-1
APPENDIXB
LABORATORY TESTING PROCEDURES
The following paragraphs describe our procedures associated with the laboratory
tests that we conducted for this project. Our test results are enclosed in this appendix
and/or are shown on the exploration logs contained in Appendix A. As part of our testing
program, the samples were examined in our lahoratory and classified in accordance with
the attached General Notes and the Unified Soil Classification System (USeS), based on
the texture and plasticity of the soil. The estimated group symbols for native samples
using this system are shown on our boring logs. A brief description of the USCS is
included with this report.
Visual Classification Procedures
Visual soil classifications were conducted on all samples in the field and on selected
samples in our laboratory. All soils were classified in general accordance with the United
Soil Classification System, which includes color, relative moisture content, primary soil
type (based on grain size), and any accessory soil types. The resulting soil classifications
are presented on the exploration logs contained in Appendix A.
Moisture Content Determination Procedures
Moisture content determinations were performed on representative samples to aid in
identification and correlation of soil types. All determinations were made in general
accordance with ASTM: 0-2216. The results of these tests are shown on the exploration
logs contained in Appendix A.
Atterberg Limit Determination Procedures
Atterberg limits are used primarily for classifying and indexing cohesive soils. The
liquid and plastic limits, which are defined as the moisture contents of a cohesive soil at
arbitrarily established limits for liquid and plastic behavior, respectively, were
determined for selected samples in general accordance with ASTM: 0-423 and ASTM:
0-414. The results of these tests are presented on the enclosed Atterberg limit graphs and
on the exploration logs contained in Appendix A.
Grain Size Analysis Procedures
A grain size analysis indicates the range of soil particle diameters included in a particular
sample. Grain size analyses were performed on representative samples in general
accordance with ASTM: 0-422. The results of these tests are presented on the enclosed
grain-size distribution graphs and were used in soil classifications shown on the
exploration logs contained in Appendix-A.
UNIFIED SOIL CLASSIFICATION SYSTEM
Criteria for Assigning Group SymOOIS and Group Namas Using Ll'boratoryTasts'" Soil Classification
Group
Symbol Group Nams"
Coarse Grained Soils Gravels Clean Gravels Cu;z:4and 1 ~Cc::;:3t GW Well-graded gravel'
More thean 50% retamed
More tnan 5Q'1Alo of coarse Less than 5% flnesc
CU<4and/ort >Cc>3E GP Poorly graded gravel~ fraction retained on
on No. 200 sieve No 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravel' Co "
than 12% fines c
Fines classify as CL or CH GC Clayey gravel'<"~
Sands Clean Sands Cu:-:6andt ::.CcsJ" SW Well-graded sand'
50% cr more of CO!ilrse less than 5% fines" Cu~6andtor' ,Cc>3' SP poorly graded sand' Ir3cbon passes
No 4 sieve Sands wjlh Fines Fines classify as ML or MH SM Silty sand'·" I
MOre than 12% fines" Fines Classify as CL or CH SC Clayey sandllJ11
Fine-Grain ad Sotls Silts and clays Inorganic PI > 7 and plots on or above ~A" llne J CL lean clay"" ..
50% or more passeS the liQUid limit less than 50 PI <' 4 or plots below 'W' line' ML SItt"L.M
No 200 sieve
organic UQuid !tmrt. -oven dried
<" 0,75 OL
Organic clay" '-""
~-~
lIqU1d limit -nat dried Organic sllll( , .. n
Silts and Cla~ Inorganic PI plots on or ebove "A" line CH Fa\ clay··-'"
liQUid IImil50 or more PI plots below "A" line MH Elastic Sllt~·'"
organic liqUid limit -oven dried
<075 OH
Organic Cl~y"',l".
liquid limit -not dried Organ~ SIJt'<' .. o
Highly organic soils Prlmanly organic maner, dark In color, and organic odor PT Peat
ABased on the material passmg the 3-in. (7S-mm) sieve "Iffines are OI'ganic. add "'with organic fines" to group name.
H If field sample contained cobbles or boulders. or bolh, add "vIith cobbles I If soil contains ~ 15% gravel. add ''with gravel H to goroup name
or boulders, or both~ to group name, J If Anerberg limits plOt in shaded area, soil is a CL-ML. silty clay.
(;Gravels with 5 to 12% fines require dual symbols: GW-GM WEill-graded I( If soil contains 15 to 29% plus No, 200, add "with sand~ or 'With
gravel With silt, GW·GC welt-graded gravel with clay, GP-GM poorly gravel,~ whichever is predominant
graded gravel with siit, GP-GC poorly graded gravcl with clay. llf SOil contains ~ 30% plus No 200 predominalltly sand, add
DSands with 5 to 12% fines require dual symbols: SW~SM well-graded ~sandf to group nam~
sand with silt. SW-SC welt-graded sand with clay, SP~SM poony graded ~If soil contains ~ 30% plus No. 200, predommantly gravel. add sand with 5111, SP-SC poorly graded sand with clay ~gravelly" to group name ,
,.. PI e!. 4 and plOls on or above ''A" line Eeu::= D~OIO CC=~
Om X 000 °PI -< 4 or plots below "A' line
f If soil contains ~ 15% sand, add "wah sand~ to group name. ~ PI plots on 01' above' A" !"Ine
G lf tines classify as CL-ML, IJse dual symbol GC-GM, or SC-SM, °PI plots below "A" line
60 / For classification of flne-qrained
'51)11$ and 'I"&>grained fnlctkm /'
50 or coarse--gralned salls .-..5 ,.:f:e: ~ • "<,, EQUation: 01 'A--1In.e .>-
S HClrllOllrtll iU PI=.4 10 LL:..25.5 O~ x '0 Ihen PI<:::O.73 (LL·20)
oJ EquaUon at -U~· Itne d<f 0
2 VE'fbCai al LL",,1fi 10 PI=7,
>-:J() Ihen: PI=O 9 (lL-e) ....
0" U . ;:: 0'
Ul 20 c.'" // « MHQ,OH --' "-, /
10
.. _I,i~ .. ,.~~~L or OL
7 ~ --~ ,
0
0 ,. "'''' 30 "" 50 60 70 00 W 100 110
LIQUID LIMIT ILL)
lrerracon_
Fonn111.....aJ<;B
GRAIN SIZE ANALYSIS Test Results Summary ASTM 0422
SIZE OF OPENING IN INCHES U.S. STANDARD SIEVE SIZE HYDROMETER
,.. r" r 3' I HZ' J.W 3/6" 4 lD ZC 40 sr 140 r
O'D-n'rn-!I "I .. +-I, -'--rm-r..,..,-1...,..,L---+lrT"+1
l
o,,'-+-"""It'-I-'-' r'r-....J...,-.J.,-nJ,\-r1 -,i-...,.. !r-I-rrlrr !]n-; 1'-.,-----,
. I! II! ""--: ,;, I ~ , '~t------. --++++++-+--1 i-I+I+--,---f-' +---I+f-'+I--
:', ! \
I-280-
W -i
==70-
>-
al -
ffioo-z u:: -
!z 50--1 ~ -I', a: "
W
Q.
1000.000
t , ,
I , i
I -++-+-~-----'-I--I
I; , ,
r -+--t
I-f---
I\++-_!
\ I
, ----fl+l--\--t-l-I---!----I
100000 10.000 1.000 0.100
PARTICLE SIZE IN MILLIMETERS
Coruse 1 Fn"'1e Coarse I Mooium I rinB'
BOULDERS COBBLES GRAVEL SAND
Comments:
Exploration Sample Depth (feet) Moisture (%)
B-2 S-9 35-36.5 27
JOB NO: 81075605
.. Zinper Zeman AMQriatfllj. [Dr DArE OF TESTING: 3/7/2007
Geot'@(hllk~1 and Enyiroumenu[ Consultfnll
I i
! ---
I
-
-..
0.010 0.001
S,ll I C~y
FI\lE GRAIr\EO
Fines (%) Description
35,0 silty fine SAND
PROJECT NAME:
Bank of America
<f-
)( ..
" £
Z' ·u .. ., ..
ii:
Symbol
•
Remarks'
PLASTICITY CHART
ASTM n 4318
wr-----------,-----,-----r-----------------r-~--r_----r_--_.
40
30
20
10·
7
4
0
0
Boring
B-4
10
Sample
S·2
I
I T-----·
20 30
USCS
Description
ML
-J:nor9~ic clays
·lTIgtrptasticrty-. IC~--· l L·
-McacPO'IS aceous fine sand
-and silty sotlsJdm-ttc $ilts~cr9anlc
-sihs;;--ctay"$, _~ silty C.I.~~:--
0''-··
tMH
I 9L_ .. _. ..1.
O;! ~ .. _. __ ..... _ .. _ ...
-----Inorgal1lc and, Of·9""·....,·iit<f-; '"It)"olij", of
---. -plasticity; rock flour; e
40
--s.Jnds
50
Liquid Limit %
Received Liquid Plastic
70 80
Plasticity
90 100
M.C. (%) Limit Limit Index Comments
35 43 33 9 Inorganic silt of low plasticity
PROJECT NAME
Zipptr Zeman Associates, Inc.
l io:{)ll'chnical ,1)10 /. I\VI I'orlrn~ nlal ("m~1l11ing
PROJECT NO, 81075605
DATE OF TESTING, 3/9/2007 Bank of America
Moisture Content ASTM 0 2216 Job No. 81075605 Job Name: Bank of America
Test Periormed By: ARC Date otTesting 3/7/07
Exploration 8·1 B-1 B-1 B-2 B-2 B-2 B-2 B-2 B-2 B-3 B-3
Sample No. S-2 S-3 S-4 S-1 8·2 8-3 S-5 8-6 8-7 8-1 S-2
Depth (ft.) 5-6.5 10-11.5 15-16.5 2.5-4 5-6.5 10-11.5 15-16.5 20-21.5 25-26.5 2.5-4 5-6.5
Tare 1.0. C Q H X-7 A Y T I E ZZ-8 ZZ·E
Wet Weight 01 Soil + Tare 221.0 223.0 222.9 214.0 246.6 133.8 177.9 191.4 274.8 205.8 258.0
Dry Weight of Soil + Tare 169.1 157.0 157.9 147.6 185.6 103.7 139.2 131.4 198.6 156.2 201.5
Tare Weight 8.1 8.2 8.2 8.3 8.2 8.3 8.2 8.5 8.3 8.3 8.2
Moisture 51.9 66.0 65.0 66.4 61.0 30.1 38.7 60.0 76.2 49.6 56.5
Dry Soil 161.0 148.8 149.7 139.3 177.4 95.4 131.0 122.9 190.3 147.9 193.3
% Moisture Content 32 44 43 48 34 32 30 49 40 34 29 -_. -
Comments'
Exploration B-4 B-4 B-5 B-5 B-6 B·6
Sample No. S-3 8-5 8·1 S-2 8-1 8-2
Depth (ft.) 10-11.5 15-16.5 2.5-4 5·6.5 2.5-4 5-6.5
Tare 1.0. G ABC F S-2 X-2 X-4
Wet WeiQht of Soil + Tare 350.0 172.3 298.7 193.5 182.4 234.6
Dry Weight of Soil + Tare 253.4 139.4 251.6 144.0 148.7 180.1
Tare Weight 8.2 8.4 8.1 8.2 8.2 8.3
Moisture 96.6 32.9 47.1 49.5 33.7 54.5 0.0 0.0 0.0 0.0 0.0
Dry Soil 245.2 131.0 243.5 135.8 140.5 171.8 0.0 0.0 0.0 0.0 0.0
% Moisture Content 39 25 19 36 24 32 0 0 0 0 a
Comments: __________________________________________________________________________ ___
~::Jrm 'vVA-S (6/:-':.:)
COMMITMENT FOR TITLE INSURANCE
Issued by
F:le No.: N(S-291590-WAl
DEv1!i~~?~ewtJlING
MAY -2 2007
RECEWED
FIRST AMERICAN TITLE INSURANCE COMPANY
First American Title Insurance Company, herein called the Company, for valuable consideration, hereby
commits to Issue Its policy or policies of title insurance, as identified in Schedule A, in favor of the
proposed Insured named in Schedule A, as owner or mortgagor of the estate or interest covered
hereby In the land described or referred to In Schedule A, upon payment of the premiums and charges
therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations
hereof.
ThiS Commitment shall be effective only when the identity of the proposed Insured and the amount
of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either
at the time of the Issuance of the Commitment or by subsequent endorsement.
This Commitment if preliminary to the issuance of such policy or policies of title insurance and all
liability and obligations hereunder shall cease and terminate six (6) months after the effective date
hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that
the failure to Issue such policy or policies is not the fault of the Company. This Commitment shall not
be valid or binding until countersigned by an authorized officer or agent.
IN WITNESS WHEREOF, the Company has caused this commitment to be signed and sealed, to
become valid when countersigned by an authorized officer or agent of the Company, all in accordance
with Its By-Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date."
First American Title Insurance Company
By:
, ,:
Attest:
/'.
By: !~rT t~------Countersigned
(/
First American Title Insurance Company
~G~m INA·'j (6/76)
Commitment
File No .. NCS-291S90·WAl
Page No, 1
First American Title Insurance Company
National Commercial Services
2101 Fourth Avenue, SUite 800, Seattle, WA 98121
(206)728-0400 FAX (206)448-6348
To:
Mike Cooper
(206)615-3107
mcooper@firstam.com
Jones Lang LaSalle
1001 4th Avenue, 4th Floor
Seattle, WA 98154
Attn: Kim Tobiason
SCHEDULE A
1. Commitment Date: April 11, 2007 at 7:30 A.M.
2. PoliCY or PoliCies to be issued:
Standard Owner's Coverage $
Proposed Insured:
To Follow
AMOUNT
To Follow $
Vincent Nguyenpham
(206 )615-3267
vnguyenpham@firstam.com
File No.: NCS-291590-WAl
Your Ref No.: Boeing Land
PREMIUM TAX
To Follow $ To Follow
3. The estate or Interest In the land described on Page 2 herein is Fee Simple, and title thereto is
at the effective date hereof vested in:
Longacres Park, Inc., a Washington Corporation, successor to Broadacres, Inc.
4. The land referred to in this Commitment is described as follows:
The land referred to in this report is described In Exhibit "A" attached hereto.
First American Title Insurance Company
EXHIBIT 'A'
LEGAL DESCRIPTION:
,=-ile ~Jo,: NC5-291590-WAl
Page No, 2
LOT 32, OF BOEiNG LONGACRES PROPERTY, SECOND AMENDED BINDING SITE PLAN, RECORDED MAY 4, 2005
UNDER RECORDING NO. 20050504000673, IN VOLUME 228 OF PLATS AT PAGE(S) 22 THROUGH 28, INCLUSIVE,
IN KING COUNTY, WASHINGTON.
First American Title Insurance Company
2 00£0501.{ OO()~ 73 V 22.:8 1?oz.2.
BOEING LONGACRES PROPERTY
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N.6 114 SEC 2S. T2J'I/" R.':£ .. W.M
C1TY OF RENTOH, KINa COUNTY, WASHINGTON
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Form 'v"lil..-5 (u,/7:))
Corr.mltmer,t
SCHEDULE B -SECTION 1
REOUIREMENTS
The folimvmg are the ReqL:irements to be compiied with:
File No.: f\lCS-291590-WAl
Page No.3
Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the
estate or Interest to be insured.
Item (8) Proper Instrument(s) creating the estate or interest to be insured mllst be executed and duly
filed for record.
Item (C) Pay us the premiums, fees and charges for the policy.
Item (D) You must tell us in writing the name of anyone not referred to in thiS Commitment who will
get an Interest In the land or who will make a loan on the land. We may then make
additional requirements or exceptions
SCHEDULE B -SECTION 2
GENERAL EXCEPTIONS
The Policy or Policies to be Issued will contain Exceptions to the following unless the same are disposed
of to the satisfaction of the Company.
A. Taxes or assessments which are not shown as existing liens by the records of any taxing
authonty that levies taxes or assessments on real property or by the public records.
8. Any facts, nghts, interest, or claims which are not shown by the public records but which could
be ascertained by an inspection of said land or by making inquiry of person in possession thereof.
C. Easements, claims of easement or encumbrances which are not shown by the public records.
D. DiscrepanCies, conflicts in boundary lines, shortage in area, encroachments, or any other facts
which a correct survey would disclose, and which are not shown by public records.
E. (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 excepted
under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations,
Indian Treaty or Aboriginal Rights, including easements or equitable servitudes.
F. Any lien, or right to a lien, for services, labor, materials or medical assistance theretofore or
hereafter furnished, imposed by law and not shown by the public records.
G, Any service, Installation, connection, maintenance, construction, tap or reimbursement
charges/costs for sewer, water, garbage or electriCity.
H. Defects l liens} encumbrances, adverse claims or other matters, if anYI created, first appearing in
the public records or attaching subsequent to the effective date hereof but prior to the date the
proposed Insured acquires of record for value the estate or interest or mortgages thereon
covered by thiS Commitment.
First American !!tIe Insurance Company
FOrT'1 \VA-S (6/75)
Commitment
File nco NCS-291S90-WAl
P2ge No. <I
SCHEDULE B -SECTION 2
(continued)
SPECIAL EXCEPTIONS
1. lien of tile Rea! Estate E:<cise Sales Tax and Surcharge upon any sale of said p,'cm,ses, if
unpaid. As of ti1e date herein, :he exc:se tax rate for the City of Renton IS at 1.78%.
Levy/Area Code: 211 0
2.
For all transactions recorded on or after July 1, 2005:
• A fee of $10,00 will be charged on all exempt transactions;
• A fee of $5.00 will be charged on all taxable transactions in addition to the
excise tax due.
General Taxes for the year 2007.
Tax Account No.: 088670-0320-07
Amount Billed: $ 17,269,88
Amount Paid: $ 0.00
Amount Due: $ 17,269.88
Assessed Land Value: $ 1,571,500.00
Assessed Improvement Value: $ 0.00
3. Relinquishment of all existing and future rights to light, view and air, together with the rights of
access to and from the State Highway constructed on lands conveyed by document In favor of
the State of Washington:
Recorded:
Cause No.:
Undisclosed
594806
4. Easement, Including terms and provisions contained therein:
Recording Information: 1230320
For:
Affects:
Electric transmission system
as described therein
5. Easement, including terms and provisions contained therein:
Recording Information: July 30, 1918 under Recording No. 1232952
For:
Affects:
Electric transmission system
as described therein
6. Easement, including terms and provisions contained therein:
Recording Information: August 19, 1918 under Recording No. 1237963
In Favor of: Chicago, Milwaukee & St. Paul Railway Company, a WisconSin
corporation, its successors and assigns
For: Electnc transmission system
Affects: as described therein
7. Easement, Including terms and provisions contained therein:
Recording Information: December 26, 1918 under Recording No. 1269247
In Favor of: Chicago, Milwaukee & St. Paul Railway Company, a Wisconsin
First American Title Insurance Company
r:orm WA-5 (6/7S)
C:Jmrllitmer:t
For:
Affects:
corporation l its successors and assigns
E:ectric transmission system
as descnbed therein
8. Easement, Illclud:ng terms and provisions contained therein:
Frie No.: ~CS-291590-WA1
Page No. )
Recording Information: March 3,1922 under Recorcing No. 1602611
In Favor of:
For:
Affects:
Chicago, ivliiwaukee & St. Paul Railway Company, a vVisconsin
corporation, its successors and assigns
Trolley and transmission pole line system
as described therein
9. Easement, Including terms and proviSions contained therein:
Recording Information: 1602975
For:
Affects:
Electric transmission system
as described therein
10. Easement, including terms and provisions contained therein:
Recording Information: 2527873
For: Pole line system
Affects: as described therein
11. Right to make necessary slopes for cuts or fills upon said premises for Land as granted by deeds
recorded October 30, 1936 under recording nos. 2919483, 2919487, 2919489, 2919490 and
2919491.
12. Lease made by Joseph Gottstell1 and Luella Gottstein, lessor, to Washington Jockey Club, a
Washington Corporation, lessee, for a term of Undisclosed, and the covenants and conditions as
therein contained, as disclosed by Memorandum of Lease dated June 23, 1945, and
recorded October 5, 1945 as document no. 3507158.
13. Easement, including terms and provisions contained therein:
Recording Information: March 12, 1959 under Recording No. 5007171
In Favor of: Puget Sound Power & Light Company, a Massachusetts
corporation
For:
Affects:
Electric transmission and distribution line
as described therein
14. Relinquishment of all existing and future rights to light, view and air, together with the rights of
access to and from the State Highway constructed on lands conveyed by document in favor of
the State of Washington:
Recorded:
Recording No.:
February 26, 1963
5548715
15. Covenants, conditions, restrictions and/or easements;
Recorded: April 1, 1975
Recording No.: 7504010373
First American TitJe Insurance Company
Form "NA-5 (6/76;
COnlrT,itment
File No.: ~,CS-2915()O-,/v'Al
Page ~lo. 6
Said right of entry to minerals modified under ccrrectlon ceed recorded November 30, 1978
undel Recording No, 7811301026
16, EaseClent, Inc'ueling terms and provIsions contained therein:
Recording Inforrnatlon: December 7, 1984 under Recording No, 8412070648
In Fa'Jol' of: C,ty of Renton, a munrc:pc: corporation
Fer:
Affects:
PUbliC utlliCies (including water and sewer)
as descrrbed therein
17, Easement, including terms and proviSions contained therein:
Recording Information: Aprrl 22, 1993 and November 2, 1993 under Recording Nos, and
9304221692 and 9311021368
In Favor of:
For:
Affects:
Municipality of Metropolitan Seattle, a municipal corporation
108 inch sewer interception together with all connections,
manholes and appurtenances thereto
as described therein
18, The terms and provisions contained in the document entitled Agreement of Transfer of Water
Service and ProviSion of Secondary Fire Service, executed by and between City of Seattle and
City of Renton, recorded May 20, 1994 as Instrument No, 9405200871 of Official Records,
19. A lease dated June 1, 1997, executed by Longacres Park, Inc. as lessor and The Boeing Company
as lessee, for a term of 34 years recorded July 3, 1997 as Recording No, 9707030128 of Official
Records,
Said lease, among other things provides for an option to renew for a period of one additional
term of 30 years,
20, TI1e terms and prOVisions contained in the document entitled "Deed of Dedication"
recorded March 25, 1998 as Recording No, 9803250371 of Official Records,
21. Covenants, conditions, restrrctlons and/or easements:
Recorded: July 6, 1999
Recording No.: 19990706001298
22, Easement, including terms and provisions contained therein:
Recording Information: March 1, 2002 under Recording No, 20020301000547
In Favor of:
For:
Affects:
Puget Sound Energy Inc., a Washington corporation
Installation and maintenance of utilities
as described therein
23. Restrictions l conditions, dedications/ notes, easements and provisions, if any, as contained
and/or delineated on the face of the Doc Type plat recorded in Volume 212 of Plats at Pages 63-
69 and Volume 219 of Plats at Pages 67-73, in King County, Washington,
Documcnt(s) declaring modifications thereof recorded May 4, 2005 as Recording No,
20050504000673 of Official Records,
First American Title Insurance Company
Form WA-S (6;'75'
Commitment
Fiie No,: NCS-291S90·WAl
Par;e No.7
24. The rerms, prevIsions and easement(s) co"talned in the document entitled "Agreement for
Easement and Covenants Regarding Stormwater Detention FaClilt:es" recorcled May 4, 2005
as Rrccordln; ~o. 20050504000978 of Official Records.
25. The :-2rms. prOV!Slons ar,d easement(s) contained ir the document entitled "Construction Use and
,"la1t2"aOC2 EJscment Agreement" recorded 1"1ay 4, 2005 as Recordif'9 ~o. 20050504000979 of
Offic!al P,eccrds.
26. EVidence of the authority of the officers of Longacres Park, Inc., a Washington Corporation, to
execute the forthcoming Instrument, copies of the current Articles of Incorporation, By· Laws and
certified copies of appropnate resolutions should be submitted JllIQlJp._,IQ;;mg"
27. Title to vest In an incoming owner whose name is not disclosed. Such name must be furnished
to us so that a name search may be made.
28. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property
and rights of tenants, and secured parties to remove trade Axtures at the expiration of the term.
First American Title Insurance Company
::-orrn 1,',1,6."5 (6/75:·
Ccmmltr~e'1t
INFORMATIONAL NOTES
File No.: f\CS·291590-V\jA~
Page r'le. 8
A. Effecti'/e J2lil:ar\/ 1, 1997, and pursuant to amendment cf \rVashlngton State Statutes relating to
standardi<:atlon of recorded documents, the follovving format and content requirements must be
met. Failure to comply may result in rejection of the document by the recorder.
B. 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.
C. If thiS preliminary report/commitment was prepared based upon an application for a policy of title
Insurance that iclentified land by street address or assessor's parcel number only, it is the
responsibility of the applicant to determine whether the land referred to herein is In fact the land
that 15 to be described in the policy or poliCies to be issued.
D. The description can be abbreviated as suggested below if necessary to meet standardization
reqUIrements. The full text of the description must appear In the document(s) to be insured.
Lot 32, Boeing Longacres 2nd Amended Binding Site Plan, Vol. 228, P. 22-28
APN: 088670-0320-07
E. A fee will be charged upon the cancellation of this Commitment pursuant to the Washington
State Insurance Code and the filed Rate Schedule of the Company.
END OF SCHEDULE B
First Amencan Title Insurance Company
• f=orrn IIIlA'S :6/?6:,
Commitment
First American Title Insurance Company
National Commercial Services
COMMITMENT
Conditions and Stipulations
File no.: NCS-291590-WAl
Page NO.9
1. Tile term "mortgage" when used herein shall Include deed of trust, tl'USt deed, or other security
instrument.
2. If the proposed Insured has or acquires actual knowledge of a defect, lien, encumbrance,
adverse claim or other matter affecting the estate or interest or mortgage thereon covered by
this Commitment, other than those shown in Schedule B hereof, and shall fail to disclose such
knowledge to the Company In Writing, the Company shall be relieved from liability for any loss or
damage resulting from any act or reliance hereon to the extent the Company is prejudiced by
failure to so disclose such knowledge. If the proposed Insured shall disclosure such knowledge
to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien,
encumbrance, adverse claim or other matter, the Company at its option, may amend Schedule B
of this Commitment accordingly, but such amendment shall not relieve the Company from liability
previously incurred pursuant to paragraph 3 of these Conditions and Stipulations.
3. liability of tile Company under this Commitment shall be only to the named proposed Insured
and such paltles included under the definition of Insured in the form of Policy or Policies
committed for, and only for actual loss incurred in reliance hereon in undertaking in good faith
(a) to comply with the requirements hereof, or (b) to eliminate exceptions shown In Schedule B,
or (c) to acquire or create the estate or interest or mortgage thereon covered by thiS
Commitment. In no event shall such liability exceed the amount stated in Schedule A for the
Policy or Policies committed for and such liability is subject to the Insuring provisions, exclusion
from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for
In favor of the proposed Insured which are hereby incorporated by references, and are made a
part of this Commitment except as expressly modified herein.
4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the
status of the tltlc to the estate or interest or the Ilcn of the Insured mortgage covered hereby or
any action asserting such claim, shall be restricted to the provisions and Conditions and
Stipulations of this Commitment.
First American Title Insurance Company
Form W,e,. ~ (60(;;
Comm:t'ller:t
The First American Corporation
First American Title Insurance Company
National Commercial SelVices
PRIVACY POLICY
We Are Committed to Safeguarding Customer Information
FI!e No.: NCS-29:S90-WAl
Page No. 10
In oreJer to oet:er 5er';(' your nee,js raw and in the future, we may ask you to provide cJS with certain infcrmatlon. We understand that you may be
concerned about what 'he \'1:11 do 'N,tl: SLC~ information particulariy any yersonal or financial inforMation. We acyee that you rave a rigr;: to know how
we will util,ze the persc:lai mforrnatlon you provide to us. Therefore, to~ether with our parent company, The Fiest American Cor;)oraMn, we have
adopted t..,is Privacy PolICY to govern the Lse and handlir;g cf your personal informatlor.
Applicability
This °nvacy Policy ::]over:1S our use of the ,nformation which you provide to us. It does not govern ~he manner in which we may use information we
have ottalnee from any other source, suer. as information obtained from a publiC record or from a'1ot!Ler person or entt;:y. F:rst American has also
adopted braader ljuideli,1es trat govern our use of personal information regardless of lIS source. First Amencan calls these guidelines its Fair
IrJormatio'l Values. a cap,! :)T whcn ran be four,d on our website at www.flrstam.com
Types of Information
Deper;dir,g ur.on 'Nhlch Cl~ Dl.r ser'iiC2S you are utllizil',g, the types of r.onpublic persona: ir.formaton ;:hat we may collect include:
• l1formatlOrl we rtxelve from you on applications, forms a.1d In other comm:.mica~ions to '.Js, whether in writing, in person, by
:eiE,Jrore 0' any other means;
• l1formatlOfl 2bo'.Jt your transactions w~th us, our affiliated companies, or others; and·
• [,~,f:)rmctlon we receive from a consumer reporting agenc,!.
Use of Information
We reqLest Informat,o,~, from you for our own legitimate business purposes and not for the be:lefit of any nonaffiliated party. Therefore, we will not
release your informi'!tion to nO.1afflliated part:es except: (1) as necessary for us to provide :he product or service you have requested of us; or (2) as
permitted by law. We '":lay, however .. stDre siJch :nformation inc'eflnitely, including the period afi:er wh'ch any custcmel· relationship has ceased. Such
informatlcn ,'i"ay be used for any Internal purpose, such as qUi'!lity control efforts or customer analysis. We may also provide all of the 1:',:pes of
non public pe,'sonal irfcrma!ion listed above to one or more of our affiliated companl(;S. Such affiliated companies Include flllanCial service providers,
such as title insurers, property and casualty insurers, and trust a,1d investment adVisory companies, or companies involved in real estate seNlces, such
as ilppraisal comDanies, horne 'Nilrranty cornpanies, and escrow COMpanies. Furthermore, we may also prOVide ail the IIlformation we collect, as
described Clbcve, to co-noat)les t'lat perform marketing services on our behalf, on behalf of our affilia:ed companies, or to other financial institutions
witn whom we or our affll'ated companies have joint marketing agreements.
Former Customers
Even if you a'e no lor'ger Uclr (uslcrner. our Privacy Policy will continue to apply to you.
Confidentiality and Security
We will use our best effor::s to ersue that no unauthorized parties have access to any of your informatiorl. We ~estrlct access :0 non public personal
Information about you to those mdlviduals and entities who need to know that information tc proVide products 0, serVices to you. We Will use our best
efforts to cra,n and oversf'p au,' f'mplcyees and agents to ensure that your ir,formiltlon will be handled responSibly ard in uccordancc with thiS Prlv2cy
PoliCY and FI'st Amer can's Fair Informatio.1 Values. We currently maintam phYSical, electroniC. ard orocedural safeguards that comply With federal
regula:lo'1s to guard YOJr '·lonpubIIC personal Information.
c 2001 1 he First A,"":"',encan Corooratlcn -All Rights Reserved
First Ameflcan Title Insurance Company
· ~ I Pirs, American 17'1,
First American Title Insurance Company National Commercial Services
Jones Lang LaSalle
1001 4th Avenue
4th Floor
Seattle, WA 98154
USA
Attention: Kim Tobiason
RE: NCS-291590-WA1
Boeing Land
, Renton, WA
Enclosed please find 1 Binder.
Comments
Mike Cooper
Title Officer
2101 Fourth Avenue
Suite 800
Seattle, Washington 98121
(206)728-0400 I (206)448-6348
Title Transmittal
Dated: April 25, 2007
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Form WA-S (6/76)
Commitment Face Page
File No.: NC5-291590-WAI
COMMITMENT FOR TITLE INSURANCE
Issued by
FIRST AMERICAN TITLE INSURANCE COMPANY
First American Title Insurance Company, herein called the Company, for valuable consideration, hereby
commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the
proposed Insured named in Schedule A, as owner or mortgagor of the estate or interest covered
hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges
therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations
hereof.
This Commitment shall be effective only when the identity of the proposed Insured and the amount
of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either
at the time of the issuance of the Commitment or by subsequent endorsement.
This Commitment if preliminary to the issuance of such policy or policies of title insurance and all
liability and obligations hereunder shall cease and terminate six (6) months after the effective date
hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that
the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not
be valid or binding until countersigned by an authorized officer or agent.
IN WITNESS WHEREOF, the Company has caused this commitment to be signed and sealed, to
become valid when countersigned by an authorized officer or agent of the Company, all in accordance
with its By-Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date."
First American Title Insurance Company
By:
Attest:
/ .' ./ /~i;,w::;,/:.~~d--President . . / / /
I\J1 '
IJ1 ~ /... ~ Secretary
By: ~T ?8~ Countersigned
(i V
First American Title Insurance Company
Form WA-5 (6/76)
Commitment
File No.: NC5-291590-WAl
Page No.1
First American Title Insurance Company
National Commercial Services
2101 Fourth Avenue, Suite 800, Seattle, WA 98121
(206)728-0400 FAX (206)448-6348
To:
Mike Cooper
(206 )615-3107
mcooper@firstam.com
Jones Lang laSalle
1001 4th Avenue, 4th Floor
Seattle, WA 98154
Attn: Kim Tobiason
SCHEDULE A
1. Commitment Date: April 11, 2007 at 7:30 A.M.
2. Policy or Policies to be issued:
Standard Owner's Coverage $
Proposed Insured:
To Follow
AMOUNT
To Follow $
Vincent Nguyenpham
(206)615-3267
vnguyenpham@firstam.com
File No.: NCS-291590-WAl
Your Ref No.: Boein9 Land
PREMIUM TAX
To Follow $ To Follow
3. The estate or interest in the land described on Page 2 herein is Fee Simple, and title thereto is
at the effective date hereof vested in:
Longacres Park, Inc., a Washington Corporation, successor to Broadacres, Inc.
4. The land referred to in this Commitment is described as follows:
The land referred to in this report is described in Exhibit "A" attached hereto.
First American Title Insurance Company
Form WA-5 (6/76)
Commitment
LEGAL DESCRIPTION:
EXHIBIT 'A'
File No.: NCS-291590-WAl
Page No.2
LOT 32, OF BOEING LONGACRES PROPERTY, SECOND AMENDED BINDING SITE PLAN, RECORDED MAY 4, 2005
UNDER RECORDING NO. 20050504000673, IN VOLUME 228 OF PLATS AT PAGE(S) 22 THROUGH 28, INCLUSIVE,
IN KING COUNTY, WASHINGTON.
First American Title Insurance Company
Form WA-S (6/76)
Commitment
SCHEDULE B -SECTION 1
REOUIREMENTS
The following are the Requirements to be complied with:
File No.: NCS-291590-WAl
Page No.3
Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the
estate or interest to be insured.
Item (8) Proper instrument(s) creating the estate or interest to be insured must be executed and duly
fi led for record.
Item (C) Pay us the premiums, fees and charges for the policy.
Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will
get an interest in the land or who will make a loan on the land. We may then make
additional requirements or exceptions
SCHEDULE B -SECTION 2
GENERAL EXCEPTIONS
The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed
of to the satisfaction of the Company.
A. Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the public records.
B. Any facts, rights, interest, or claims which are not shown by the public records but which could
be ascertained by an inspection of said land or by making inquiry of person in possession thereof.
C. Easements, claims of easement or encumbrances which are not shown by the public records.
D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts
which a correct survey would disclose, and which are not shown by public records.
E. (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 excepted
under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations,
Indian Treaty Or Aboriginal Rights, including easements or equitable servitudes.
F. Any lien, or right to a lien, for services, labor, materials or medical assistance theretofore or
hereafter furnished, imposed by law and not shown by the public records.
G. Any service, installation, connection, maintenance, construction, tap or reimbursement
charges/costs for sewer, water, garbage or electriCity.
H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in
the public records or attaching subsequent to the effective date hereof but prior to the date the
proposed insured acquires of record for value the estate or interest or mortgages thereon
covered by this Commitment.
First American Title Insurance Company
Form WA-5 (6/76)
Commitment
File No,; NCS-Z91590-WAl
Page No.4
SCHEDULE B -SECTION 2
(continued)
SPECIAL EXCEPTIONS
1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if
unpaid, As of the date herein, the excise tax rate for the City of Renton is at 1.78%.
Levy/Area Code: 2110
2,
For all transactions recorded on or after July 1, 2005:
• A fee of $10.00 will be charged on all exempt transactions;
• A fee of $5.00 will be charged on all taxable transactions in addition to the
excise tax due.
General Taxes for the year 2007,
Tax Account No,: 088670-0320-07
Amount Billed: $ 17,269.88
Amount Paid: $ 0.00
Amount Due: $ 17,269.88
Assessed Land Value: $ 1,571,500.00
Assessed Improvement Value: $ 0.00
3. Relinquishment of all existing and future rights to light, view and air, together with the rights of
access to and from the State Highway constructed on lands conveyed by document in favor of
the State of Washington:
Recorded: Undisclosed
Cause No,: 594806
4, Easement, including terms and provis"lons conta"lned therein:
Recording Information: 1230320
For: Electric transmission system
Affects: as described therein
5. Easement, including terms and provisions contained therein:
Recording Information: July 30, 1918 under Recording No. 1232952
For: Electric transmission system
Affects: as described therein
6, Easement, including terms and provisions contained therein:
Recording Information: August 19, 1918 under Recording No, 1237963
In Favor of: Chicago, Milwaukee & SI. Paul Railway Company, a Wisconsin
corporation, its successors and assigns
For:
Affects:
Electric transmission system
as described therein
First American Title Insurance Company
Form WA-S (6/76)
Commitment
7. Easement, including terms and provisions contained therein:
File No.: NCS-291590-WAI
Page No.5
Recording Information: December 26, 1918 under Recording No. 1269247
In Favor of: Chicago, Milwaukee & St. Paul Railway Company, a Wisconsin
corporation, its successors and assigns
For: Electric transmission system
Affects: as described therein
8. Easement, including terms and provisions contained therein:
Recording Information: March 3, 1922 under Recording No. 1602611
In Favor of: Chicago, Milwaukee & St. Paul Railway Company, a Wisconsin
corporation, its successors and assigns
For: Trolley and transmission pole line system
Affects: as described therein
9. Easement, including terms and provisions contained therein:
Recording Information: 1602975
For:
Affects:
Electric transmission system
as described therein
10. Easement, including terms and provisions contained therein:
Recording Information: 2527873
For: Pole line system
Affects: as described therein
11. Right to make necessary slopes for cuts or fills upon said premises for Land as granted by deeds
recorded October 30, 1936 under recording nos. 2919483, 2919487, 2919489, 2919490 and
2919491.
12. Lease made by Joseph Gottstein and Luella Gottstein, lessor, to Washington Jockey Club, a
Washington Corporation, lessee, for a term of Undisclosed, and the covenants and conditions as
therein contained, as disclosed by Memorandum of Lease dated June 23, 1945, and
recorded October 5, 1945 as document no. 3507158.
13. Easement, including terms and provisions contained therein:
Recording Information: March 12, 1959 under Recording No. 5007171
In Favor of: Puget Sound Power & Ught Company, a Massachusetts
corporation
For: Electric transmission and distribution line
Affects: as described therein
14. Relinquishment of all existing and future rights to light, view and air, together with the rights of
access to and from the State Highway constructed on lands conveyed by document in favor of
the State of Washington:
Recorded: February 26, 1963
Recording No.: 5548715
First American Title Insurance Company
Form WA-5 (6/76)
Commitment
15. Covenants, conditions, restrictions and/or easements:
Recorded: April 1, 1975
Recording No.: 7504010373
File No.: NCS-Z91590-WAl
Page No.6
Said right of entry to minerals modified under correction deed recorded November 30, 1978
under Recording No. 7811301026
16. The terms and provisions contained in the document entitled Agreement of Transfer of Water
Service and Provision of Secondary Fire Service, executed by and between City of Seattle and
City of Renton, recorded May 20, 1994 as Instrument No. 9405200871 of Official Records.
17. A lease dated June 1, 1997, executed by Longacres Park, Inc. as lessor and The Boeing Company
as lessee, for a term of 34 years recorded July 3, 1997 as Recording No. 9707030128 of Official
Records.
Said lease, among other things provides for an option to renew for a period of one additional
term of 30 years.
18. The terms and provisions contained in the document entitled "Deed of Dedication"
recorded March 25, 1998 as Recording No. 9803250371 of Official Records.
19. Covenants, conditions, restrictions and/or easements:
Recorded: July 6, 1999
Recording No.: 19990706001298
20. Easement, including terms and provisions contained therein:
Recording Information: March 1, 2002 under Recording No. 20020301000547
In Favor of: Puget Sound Energy Inc., a Washington corporation
For: Installation and maintenance of utilities
Affects: as described therein
Ai"st American Title Insurance Company
Form WA~5 (6/76)
Commitment
File No.: NC5~291590~WAI
Page No.7
21. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained
and/or delineated on the face of the Doc Type plat recorded in Volume 212 of Plats at Pages 63-
69 and Volume 219 of Plats at Pages 67-73, in King County, Washington.
Document(s) declaring modifications thereof recorded May 4, 2005 as Recording No.
20050504000673 of Official Records.
22. The terms, provisions and easement(s) contained in the document entitled "Agreement for
Easement and Covenants Regarding Stormwater Detention Facilities" recorded May 4, 2005
as Recording No. 20050504000978 of Official Records.
23. The terms, provisions and easement(s) contained in the document entitled "Construction Use and
Maintenance Easement Agreement" recorded May 4, 2005 as Recording No. 20050504000979 of
Official Records.
24. Evidence of the authority of the officers of Longacres Park, Inc., a Washington Corporation, to
execute the forthcoming instrument, copies of the current Articles of Incorporation, By-laws and
certified copies of appropriate resolutions should be submitted prior to closing.
25. Title to vest in an incoming owner whose name is not disclosed. Such name must be furnished
to us so that a name search may be made.
26. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property
and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term.
First American Title Insurance Company
Form WA-S (6/76)
Commitment
INFORMATIONAL NOTES
File No.: NCS-291S90-WAI
Page No.8
A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to
standardization of recorded documents, the following format and content requirements must be
met. Failure to comply may result in rejection of the document by the recorder.
B. 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.
C. If this preliminary report/commitment was prepared based upon an application for a policy of title
insurance that identified land by street address or assessor's parcel number only, it is the
responsibility of the applicant to determine whether the land referred to herein is in fact the land
that is to be described in the policy or policies to be issued.
D. The description can be abbreviated as suggested below if necessary to meet standardization
requirements. The full text of the description must appear in the document(s) to be insured.
Lot 32, Boeing Longacres 2nd Amended Binding Site Plan, Vol. 228, P. 22-28
APN: 088670-0320-07
E. A fee will be charged upon the cancellation of this Commitment pursuant to the Washington
State Insurance Code and the filed Rate Schedule of the Company.
END OF SCHEDULE B
First American Title Insurance Company
Form WA-S (6/76)
Commitment
. . .
First American Title Insurance Company
National Commercial Services
COMMITMENT
Conditions and Stipulations
File No.: NCS-291590-WAl
Page NO.9
1. The term "mortgage" when used herein shall include deed of trust, trust deed, or other security
instrument.
2. If the proposed Insured has or acquires actual knowledge of a defect, lien, encumbrance,
adverse claim or other matter affecting the estate or interest or mortgage thereon covered by
this Commitment, other than those shown in Schedule B hereof, and shall fail to disclose such
knowledge to the Company in writing, the Company shall be relieved from liability for any loss or
damage resulting from any act or reliance hereon to the extent the Company is prejudiced by
failure to so disclose such knowledge. If the proposed Insured shall disclosure such knowledge
to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien,
encumbrance, adverse claim or other matter, the Company at its option, may amend Schedule B
of this Commitment accordingly, but such amendment shall not relieve the Company from liability
previously incurred pursuant to paragraph 3 of these Conditions and Stipulations.
3. Liability of the Company under this Commitment shall be only to the named proposed Insured
and such parties included under the definition of Insured in the form of Policy or Policies
committed for, and only for actual loss incurred in reliance hereon in undertaking in good faith
(a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B,
or (c) to acquire or create the estate or interest or mortgage thereon covered by this
Commitment. In no event shall such liability exceed the amount stated in Schedule A for the
Policy or Policies committed for and such liability is subject to the Insuring provisions, exclusion
from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for
in favor of the proposed Insured which are hereby incorporated by references, and are made a
part of this Commitment except as expressly modified herein.
4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the
status of the title to the estate or interest or the lien of the Insured mortgage covered hereby or
any action asserting such claim, shall be restricted to the provisions and Conditions and
Stipulations of this Commitment.
First American Title Insurance Company
Form WA-5 (6/76)
Commitment
The First American Corporation
First American Title Insurance Company
National Commercial Services
PRIVACY POLICY
We Are Committed to Safeguarding Customer Information
File No.; NCS-291590-WAI
Page No. 10
In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be
concerned about what we will do with such information particularly any personal or financial information. We agree that you have a right to know how
we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have
adopted this Privacy Policy to govern the use and handling of your personal information.
Applicability
This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we
have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also
adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair
Information Values, a copy of which can be found on our website at www.firstam.com.
Types of Information
Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect inctude:
• Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by
telephone or any other means;
• Information about your transactions with us, our affiliated companies, or others; and'
• Information we receive from a consumer reporting agency.
Use of Information
We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not
release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as
permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such
information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of
non public personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers,
such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such
as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as
described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions
with whom we or our affiliated companies have joint marketing agreements.
Former Customers
Even if you are no longer our customer, our Privacy Policy will continue to apply to you.
Confidentiality and Security
We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpubHc personal
information about you to those individuals and entities who need to know that information to provide products or services to you, We will use our best
efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy
Policy and First American's fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal
regulations to guard your non public personal information.
c 2001 The First American Corporation -All Rights Reserved
First American Title Insurance Company
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First A,TDf."ricall
Title I11surance Company
NOTICE OF MISSING DOCUMENT ,
COUNTY:
RECORDED DATE:' ,/
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5'f/)f
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RECORDING INFORM~l'JON: 594806
ORDER NO: 5'fCS 291590
EXCEPTION NO:: [J3 ,
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Please be advised that the documenfHsted above
is missing from our plant.
First American is attempting to obtain a legible
copy of this document. It will be sent to all parties
/' upon receipt.
/-
!
First American
Title ImwraI1cc Company
NOTICE OF MISSING DOCUMENT
COUNTY: 1\jng
RECORDED DATE: 5'f/fl
RECORDING INFORMATION: 1230320
ORDER NO: 5'f(S 291590
EXCEPTION NO.: 04
Please be advised that the document listed above
is missing from our plant.
First American is attempting to obtain a legible
copy of this document. It will be sent to all parties
upon receipt.
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P"'ym.r. tll ..
This is to certiJ"Y that on thl.1:; 18th d;,.y Df" April ~ .• D.
:;',,17, b",t'c)"., Ir,C tne ;..tnuend.""Ea. u l'c1."'l"Y l'u"l.Jl1c lor. boW:). fOT tl-,c !:it;.t .. :" <)~ Wa.Ilhl.nGton, duly
comrn.l..fl6101;",d OI,v. eworn, I\(',,,,,n;:,.)..ly elm.e Gardner J. Gwinn w;d ),:ar6ucrit& L. Gwinn, his '(!ife
a.lit;, 1:11'::01) :~lhl.uc allCl L~f~t.l..ld" .sl[~G€, hlB wif~ a.ll w!' Seu.ttle. Wa.anlnbtoll, to me \o:"own to he
:r,,; H • .J.lv;c;.L.l>o-lc deDcrive<"1 lJ:: uno.: ~:;o e:x.ecuted the within in8trument ~nd acknowledged to
ll".e O,&'!. t!".ey eign€lri tl.nd E.f::L.lr.o th& Il(~e as tblillr f'r~e ana vclt:ntul"Y ect R.!"!d dc",j for the
U_CIl and purpQliSep thert.l.n rnun-tionc.:!.
III w;..tr .... (ll< "';1£:1''''01', 1 ru.l.v", fH:rl.'Wlt.(. c;"t. Illy hand a.nd a:fi1x.d. .ffiy a:ff"icia.l seal. the
day ant.: yeD! first <.:.uove written.
~. G. Wl..i...!. ( B. G .. ',<'. )," -:", l'iu.l ,; c~,l)
(cu~,. Kx. JI'.r.y S, l,);~;;') ;;:Dt"~·y I'u!';l1.: 1n and :for thlt State o:f Waahl.r.gton
(l.y CO(m,l"IJ~U:1 <..::;qil-J"b ";I.oI~' 5, lflGlidU1y corem1.esioned s.n..:l flworn, residing El.t Seattle.
'i~ .• w :f"r l'eCDnl ut ''"'lto<':l;t of Gr<.lntce Jul ~O, 1910 I-.\.t 16 min past 10 A. l:.
TID
ULo.vio:.; L:. 1..it.c,,,'.:ll. et. ti."'I:
",
Cln.cIll.C:o. t.:l.1Y;fiLuk"e &; St. P&l.<l ;~.d1.~'ay Comr,'-'.ny
.c::b6cment
Ncru.6.n :M. ward •• ll
county A:u.d itor.
•
•
KnOVI <.Ill IT.l.m by U-.L~e ~rc.:ent£l that D ... vici C. ).;'itcJlell and niB wife Hachel Mitchell 0:[ thc
Cu...mt.y O~· Kl.n(~ anLi St",:.'-of' WI~9;1-:..r.t~tun do -ror U:cmE'clvt:'8 .a.nd. [",r their neirs, assigns and
legal rf!freG{?n:l<~ lV{:15 hcret;y C01:",'ey to ttl<:: Chic9.go r j,'1;;'wB.\;,kee &: St. Ps.ul Railwti.y Company •
1.1 co .. por'i,~lc{l u~· t ..... t; State or W'J-i-i('Qr.ai.r,. for the 8wr.; of ten do11!J.;"s ($lO.OQ) and other
"V1i.~uu,\.o)..<: con~ic.e'.· ... \'i..on.. t.r.c richt to erect una f1U4intliln an Elcctrlc Tr~mBlllillEd,on Systelll
over, a.-,:"ong iL.ll~, ... c~·<>"", 'I..r-,c :fol.l.o"":l,',lc l1encr>.be<l re .... l,. prQ"ptlrt.y ... l.t.ua.ted .in ~j.r'6 County# .stllt.
of ""l1.s]jn,u;ton. t(l-.. il;
A trice"!;. of lund in H. H. TOLlt: Donation claim #"tJ7 in C1ty or R~mtQn known n .. Tax Lot
No. 22. t,;c; J'Ol~B ::'el·eln provla.ed :for being. n~noe "feet Y-U".t of' e....,t l.ine of' Shattuek St"t'E!et
nor\n e ....... .,n,,"'a. .. ou'l..h, ...... ).0. eU6«'1:l .... 't not tu extand Ir,Qre th .. r. five' :feet cn each a.tdCl of center
loine of' '!'r.,,,'·,l:.iuoicfl LillI.' i-Iailwuy Company ugree~ to pa.y in full for &.11 damagen to fences,
crolls. etock 9Jld pel"Gm:H3 by reus on of" construction, maintCl'llmce. and. operation o:f 13aic.
Po.~r Trun6mia6~on S~st~.
Sa)." Sy.,.ten-. COIl .. 1 .... :ing of two (2) pol,.<:e .und. ~h .. ,..,."'.,., ...... :>".y trol,.l,.ey <>.no trs.nlllmisE<iol'l "'ires.
a.nC::'O~·R !inc. t~UYfi. I;;J'lC, the rit;i:it to cle!:r treuc frum endlirlF.er1ng the 11ne, there being no
flC.ncllvl'e on /;r".ntor's property.
In w.itnC(lF. ... i::lel·eof we h«.Vf:: herQun1.o eet. our hunde .... nd ~", .... l.'" thie 20th day of .June 191Be
••
David C. Mltche~l.
Hachel Mitchel.
(::3el.l.l. )
( Sea.l)
On tn:"£, 20th d",~' of .,Tune in the ye .... r 191e, bef'Qre mOil
Flo:.'(: H. Willit>Ul!l U No,-ury PUbl.1c ir. and for Ying County. Stl.d.e cf" Waf)hir,gto~. personally
a.}U~·'!r.(: ;= ... ,;::,:::, c • .f.:it~ .• ';cll unc; r,ie wire l;h.cnel }Jit(;!.ell known to me to 'oe t'ne pex'eoT1Bwhol!'8
u;...::'"", .... :.", aulJ~<::ri(;ed t.D t.'"1V ""ithin i;·";£::rllr.lent. ..J..Ilo. B.cknov .. l.~oMed to me that they e~ecuted t~E:
9l-<me.
____ •• hFleoYUt·.i}e' w-illi5...Dl.8 ,~ ~ S ~ of Washington
\'Ja .. h
;"llt;d .rOT recorci ut request 01" Gre<ntcl< J'u.l ~O. 1918 a.t 20 J:lin -past 1" .n. If.,
County AUllitcr.
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•
123?963
Affidavit
.. ffi davi t,
R. W,Fa'JlllOn hll!1:lg (\')ly Ilworn uj:on h1s oath dt~p(JA(,e Ilnd say:' tnat he '11'11.8 the
:;laint~fr in t.he ca.l!le of R.W.Fa.,dl!lon 'Jerous (.:10.1"1. Knudl!len and E !':rickl!l(Jtl 111 Ca.use No.
~"":8.17 recc,rded ~!1 -:'h(' :<:xer::ut1an :)cckct vol 43, on pace 78, of tn.e Supe!'ior Court
of c·t n£ C"o '-'.y "'a.l:loJ..ngt.or. on Dece/JIb~r, 5, 181/" in lII'nicn case J"..Idc!ment in the Bum of
~~.:."I' f'r,: contA tl,?~, WR8 rendef'".d in fa.'9!or l"lfild: Pla.intiff and againl!lt £laid
::efl'l car.ts.
Y: ,.tJ<:Jr., ."Ii is "t.,e owner of Lotu l~ r~nc 20 In 1:"ock 6 ot 1'1at of RaInier Addition to
• ,e Ci!.y of Se1l1."t1e, K~np, County, 'lI"a.l!lilington, and tha.t He if! rnakinc: t.l;J.l4 a:ffid.avlt
for the pUrpo.!". of clf.'&ri11l ........ f";I.ny miflunderstandlrog that mliL.y exist t.urougn t.he
~ir:l1aTlty of ttp.r1a,mel!l of t~ defendant 1n aafd I,.;a.UDC and of the owner of Bald land
P.r.,) '1',cT"e'ty :'(> ove t.he poe"ibi~it;y of any ~loUQ ap:url .. t ti:,e titlB of uaid. ltl.nd
R.·::,.i-'u.ulson.
3:lbeOT i ted Ilnd a.-orn tCJ be fore me tIl: e ~ dB;' of JUly 1910.
(G.C,)·. 1Iot.0X'1&l Setal)
("':om ;':,X June e. 1,,22)
Gler.n ~.~~ech1.r.
Nct.&ry pub:'i<.. In and. for the State of Wasni::.gtor..
resldil'i!l: at senttle, W.Sll,
Fl.Ied for rfJ'Cord at tne requ!'9t of tha Grantee, Aug 19, 19~a. at. .39 mll1 paet 9 A.Jr!.
P.Y..
Car] F.Yru6P, Pt 81
To
:-"',t. l"s'Je fiallwlOI.;f C()II'".pany,
"':aBl!lment..
J,or1l1UI1 tI,.·.vnruall.
;::ounty Auditor.
Y.no .... 0.':'1 m€n cy tr,ene J;reBer,ta, "t;,at Carl F.Kruee and l,~a wife J:.iay lo'.Krus.e,
nnLI c.d.~enfedont e.nd 11_3 9'lfe kargaret L.L!engedont,cf t..tle Count.! of King ar.o
;';tatlB of Wallllu.,gt.on, <.10 for t .. uamaelvco and for tHeir heira, alf.e1gm!l I!I.n4'·1-~~~Gentative ••
t~~:,e"ty <':0 rNey '1.0 tU(l Cr~i<:!aLc, 1Lilwaukec .i< St. .. Pa,a Rail.-8.Y Company, a corporat.ion of
'I.1l'~ .5t.ate of W:i..:!c . .oneln, for the 8'..IUI of forty and 00/100 (~40.00) dollars, the right
to er~ct am:' malnta~n e.n F.lectrlc :':rft.UJmiSI;.l.on Sy~tem. over, along and. scrolls the
1Qllc.1nf.' delJcrli:<"!d real property. situated in King County. W&llhinstor., to_wi t;
lUOt"1? tne .... el!lt aiee 01 & t.wo (2) acre tr.ct of lanr.t in tne Henry -eter
MlT,aticn Claim J-io, 46, ·'·j::"C ... aie! app:roxim~t't'ly two (2) acre!" tract of l&nd ~1es
immediately east of land belonging t() James Ke-l."n. and il71'lIediately north of land
belon..,.;in,f to 1::n:rtin ~:e18pn, in es .. d Meter Dona.tic.n Cla.im No, 46; the two "dead man"
anC)lOrn, .... el'"e~r. j.rQvideJ for t.o be set in fj:rour,d nea.r W6"I!It. line gf eaid t1l'0 QcrelL
trnct of land ..
Sale l'Iyeten:: coneletint: of r;() poles and tl.e ne<,;elHIQry trolley and trar:uitll.l8eion
wloree, ~nchore a.nd g~13. and the rignt to clear tree. fro'!t endan&tlrirl£ tne line,
there l-!!1nj:' 01'11y two (2) anchors.
TI" Witness ...r:ereof.e UQV'" ne)eunto eel. cur ,ha.nds .. no. 8eal1> til.!.'" fi:f'tn o.a.y Q:(
July ls"·lH.
Stc.te of WasIl1ngton,)
"lng.
Carl F.Kruee. (Seal)
Yay F.Krl.loe, (lJel:il)
C. h.Mengcd(),;t,
.l.!.ar,;ure t L. weneed,:' Ht.
On tide fiftrl da.y of July, in the year 1918.
~ r«)re me Floyd H.Williw-r.8, eo notary public in !ind for Kirlg C01 .. nty, Stu1.e of W.Olun6tOJl,
pe:r-sam;,J.ly apppw-ed Carl F,Kruue and :;1." wife 1I.t<y 'F.Krll"''''. and C.H.1!:enged"ht and his
wife :':.kr(i:ur-et L,Uerr;:r:dont, kr:::.>WT. tc me to be the J>erBCnU .nOAS nlLl!lC!llI are l'!IHbecrl~ed
to t.).€' wi t:-, In 1; I!I t.rument ,Ill! d ec~nowl/Slo£ed tp me that tohey execut.ed t.ne Btwltl.
•
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1
1
1
•
•
•
12:\7~6'1'
'.
•
12379'1'8
•
•
l035~o3?'
Witneas my han'" and. of":fic1al 8eal, 'this fi1"t.h day o:f July. 1918,
(F.H.W.Fotarial Seal)
(Corn Rx Uar~, 1919)
Filed :for record at the reQuellt
}.;..
RK.
Holland lh Smi th, et \.ix,
To
Calir. O.Rad:ford,
Floyd H.Wl11iamB,
Notsry publie in and for State of "_hington,
rcz:siding at Seattle, W.llaingt,on.
of the Grantee, Aug lY, ]"'18 at. 54 min pa.t 9 A.U.
Norman ~.Yard.ll,
~oullty Audi tor
Warranty Daed,
I.''''' I
The gral1to~ H0111!l.~d M.Smith and Jl:bbic :r.Smitn his wife. of King Count:y,
Wallhington, for ar.d in cosideration. 0 f twelvB hundred nnd fifty dollar.,. in hand paid.
c 'nvey and warrant to :':011n O.Radford of the aame JI).ace tile f"Glllowir..g described
·1'",a1 cstate:
Lotz:s 81'!venteen (17) eighteen (lS) ninat.een (19) IiIoZ1d twenty (20) in black one
(1) Peters.J~_Add1t1on to the City of Sl'Jattle, situated in the County of K.ing"
St.t.e of W"sni ngto (1,
Da.ted thilJ ll!.th day 01' AUgU8t 1~18
iVitneSlle.e:
State af Waahiq:;toJ;1,
3S
Holland M.Smith (Seal)
Pib"bif~ ~.~im1tb (Sa&l)
County or K1n&. I, ~he unaerB1gned,a notpry p~b1i~. ~o hereby
certify that on this 16th daY of August 1918. persona.lly ~ppearea before me
Holland J':.Srnith and :P.:bhie T.Smith. h.ls wife to milt known to be the individu.1&
described in. ana Who executed ~he within instr\~en~. and acknowledged that th.y
signed and 8ealt!d thp. lIame a. their fren and va1unt.a:"Y act. and deed for tIE
usee and purpoees t.l18reln m~ntioned.
Given under my hand. and offical seal thia .1xteent:u day of Augu.t, A.D.~~18
(J • .M.Jl.Notarial &a1) J.W..Xubankll.
(1;Qffi Jo~:;o;: Feb. 12, 1~~2) Notary public in and. for the State of: W_hincton.
renid.i ng at S.att.le.
( 1.R.S.~2.00 Bttacned and cancell~d)
Filed for record at the requel3t of "the ':Vaeningtol'l Title InlJuranoe Co.IDpany.
Aug 19, 1918 at 5ti JIli.n paat 9 A.II. ..
i._
RK
Charlea F..Betts; et a1
To
Hanna M .. Cumminge.
####
Norman V.Warda11.
County· Aud1 tor
:f.uit-clo.1m Deed.
Thia 1ndentura made tniB ~4tn day of Augu.t A.D.1918 t.t ••• n Charl •• R.~.tt.
a.nd Ida ).I.Hurd. being the only heirs a.t law of Kat.e .i:i.all, ac .... .,a,par-ti •• of the'
f1r5t part. and Hanna l!.CW'llIJlings, a widow, party of theeecond part,
'·Vltne!lð U1a!. ti"eaa1d parties of thlJ first. part. f:or at) in con.ideruUan
of' the sum of one dollaJ"£ lawi"ul money of tne Unit.ed Statea 01" ./\aerica, to U8 in
band .Paid by the .aid :party of the .eec:;.d part, do by these preeen"ts l'elilille. &!eleaee.
convey and. q,Ult clai"" unto the 8aiO party of the et!cond part., oVld to liar .h~lrlll and •
••• ignls. all i rtereat of the said .part.ies or t..htl first. part, in and to the :follDw1ng
described real <~state sitUate in tile County of King, State of W.ehlngto .. n, to-wit.:
Lata one 'l} and t.wo (21 in "block on~ and lot One in block three (3) Hall!...
Acre Tracts Addition ,Kine County. Washington.
T(") have and to hole, the .\!IQid premises. with all their appurte.narlCeS. unto the
lIa.id part. of" thtl IIl'!cond part, and to her heirp and ft.Bsigfllt "forever.
In witness ... .nereof. t~ ea!d parties of the first part have hereunto -set the1r ..
handl5 and aeal:;, on U·.e !jay and yr:ar in thill in::1ent.ure firat above "Written.
Signee in t.hE: prl'!lIenOIll of" ) CJ:~r2elfl F.. Etlt."t.1I, (Stla~)
I
I
l269234 E W Sell~r.der ot ux
To
'Prod .c.:rel} (!
1047-170
Warrfl.nty :;)eed
:'ilC r::!.~.tora:-: W Se1.1<::.Ta:er D.r.<l Ro.e Sell:mdcr hi:; wii'e: of f:icmttlc, "Wal3h;Lnston for and
In con"i(!er:'.tion 0:-the ~U!r. of '~'en Doll~rs la.wful n'lOn.p: of the United St.9,tes of A.met:t:oa
in l:zar..d p:l.id co~ve'Y::; and \·lUrrnr.t" to Fr,.<1 F!'~lle. :::l~ri2!:l of See.t~le, Waah1nctor. "the
[0110';71:;';' (lcr>eril;cd 1:'''0.1 cotu.te I'.litu~tad ::en <:he County of KinG state of' Washin;;;ton
tC)..,':':'it: The 110rth Ei'_~h-:'y (BO) feet of I,ot }line (9) Block T\"ienty-one (2J.) SuppleroUtntal
?lc.t of G Kir.nen.-x'rt Accitior. ~;:; tJ--.c Cit:. of 3e::!.ttle. 1J T. Subject to a mortga~c of
$::'000.00.
In 1~·itr.coc 'I7!K:reo:!, t,.e ,--:r~.r'.to:-::: ):,_,ve :1ereun .. o !3-et t,'l~ir hands end seD.]"~ this 24th
r~il.:i of J..1cce;"~!:>el' It D 1910,
Si,-r.!:;d f!eo.lcd Q.r.(l <!elivercC: in prencl:ce of
Stilte of \7c.sJ:in:::tan, ) SS
:n: W Sellandel" (Seal)
Rane Sel1~nder (Senl)
County of :~inc )
I. tlte undersisr.ed n l:ata.:ry PUblic in and for the State or
Wn.Dilint~ton a\11y cO)~ .. ":1.i[l.(licr,ed 1l.11d flWorn do hereby o€:::ot11'y that on thie 2·i"tr. da.y of
J)ccc~lber A D 1<JJ8 pcrno:'la.:Cly a:ppearec'c bef"ore me If W Sel1ander and Ro::;c Gelln-nder to me
knOl7t1 to t.c tho 1n(liYi[l.unl~dCOcr1bed in W:H~ W,'IO cr.er;l1.:.ted "the within instrwuent a.nd.
acl:now1edged thLtt tl,cy cir;ned M(;' eenlcd the snI1l.C no their free and volunta.ry act and
deed for ti:e u:;ea nne. purpolles Ilcre1n rnentloned.
Giv.n uncter my hnnd and o1"i'icio"1 06u1 tne <icy ::L .. d yea.r a.bove written.
(W B lroitloTi:-d :.>eo.l) Wm l1relle
{CO!;; Ex Oct 16,1920}
(Revenue :::;t:l:~P 50ft' ,,-tt~,oh€d and
cn.nce11ed)
NQtv.ry Pubiic reClid1ng at Seattle.
CO~09ion c~ires., .•• lOl., ••
li'11e(l :"or rccoTd c.t rC'~t\c,;t of' ::rrC!.r.tec Dee 24,J_918 ut 40 Din pest 4 P 1'.
G 1t~"j"~ , ",-,
:0 .-Jonnaton et we:
To
llllil
Nor=n 111 W~rdall
C oun ty Audi to r
lIaall!!lDl.ent
Chie~o Jlil. .... u.k.e &; st Pa:-Jl Rail .. s,y CO&PIJzt,r
... en:umt
Know all. men by thea. prel!l~ntll that D ... "Zohnaton and hi. Tite J'rech.·~lta John.ton ot
th. Oounty o~ •. and State o~ Yl!-lfIt Vi rg1n1&' do ~or theIUelv" and -ror thelr he1 roe i
.. a18Oa Nnd leg&l rl!lprea~ntatiTea her~by convey tc the Chio&&o Kil.waukae & at Paul R.l1~
COlll.pa.QY .. corporation ot th. State ot Yiaeonsin ita .-IIce.a.on and. uaiifLa tor the 1lt1111 !
o~ T.n Do1~~r. ('10) and other v&lu.ble con.la.r~tion. tAe right to erect and maintain
an "I'IIl.1:I.;::t1"io. Tr .. rtaM.1. •• ior.. By.tam. tlV&1'" .. long nnd ~croQ."" the :tol1.OII'ir.S de.ct'ibed rftal
property .ituated "In King County 'Wuhlngton to-wit: Alona th$ lane immediately wt.!I:Iterly;
o~ O~T ten acre tr.ct o~ l,n4 in Ncrthe~t ~uarter or 8outhen~t ~uart~r CHai or sWi) o:t
Sect.ion 24. T"I' 2:5 Ii R " '! • JI 1m.-nedi.teb aouth of thll ·Qounty Highw8;Y ,and ••• tl!lrl,y o:t
l~~d bel~n&ing to J .... »018en. Said Tranaml~.ion pe1e •• aqy .iree •• ~o. to be p~.ee4
entirelY Within the limit. of .aie! lane, and only the cr".e-al'ms, wires etc. to over_
hane ou.r land slang the weaterly 3i ~t. t.hereot' 4nd approx1matelY t!lirty 1'eet a.boTe
; t.he cround.
5 .. 14 .y.t~ consi.ting of no ~ol.e on C)ur land, only the oTer-hanc abOY8 tbe ground
as .bo? .pllc1f1c.l~ detail~d. and a180 the r1&ht to cle~r tre .. :tram endanae!'1n. the
1..n •.
1n _1 tn ..... hereof -..& h&Ye he:;:,\!' W"\to aet our :Iande and .eala thia 6th dq of No ..... m'ber
1918,
8t.te of .e.1. V1rlini&
count-,:r o:t Greenbr,).er
)
lBS
D • Johnston (8e-.1)
J're«rika Johnston (B~~)
On this ISth cay of NOTU:liber 1n the y.ar 1'011.8 berore me 1'lI C Curry"
~ V~t&ry Public in and ror Gr •• nbr1~r County State o:t West Virsinla p~r.cnally appeared
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.1
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• 1269264
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136925<;;1
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_l.047_rn .
.. roo .ub.eribad to t.he within 1n.t.ro~:nt and ..cknow1"dsed to me that they exeCluted t.he
Hante.
'Wi tn ••• MJ" hand land 01'1'1cia1 .e,a.l thi. 6th doIlY 01' Jro~J1I.b.ro l.'iHB.
11 C CUM"Y
Notary PubUc in and 1'ero St..te 01' ••• " 1"JI~a1!1.1..
r •• idln~ at White 8ulphur Sprinl ••• ~
l'i1ed fol'" record at :o"'quellt. of Gra:nte. :o.c 26,1918 at ~ min put 9 A. X.
Narm.D • 9azda11
U· "j'fJ'..J Caunty Audita l"
.:-.... ,,-
til
.. illiam. L )lay
To .... rrUl ty Deed
Helen Uarga~et B14~r
The ~rantol" William L K~ of S •• tt1., .... h ~Dr and in con&14eratian of Ywo HDft4r.d
-.nd 00/100 Doll&r8 in hand paid oon"eye nnd -.1"1"II.nta te '!Ielen lbir,&ret Jllds!' 61 Mat-tlie
W •• h the grantee the following d •• ori~.d real •• t.te: Lot three hurtdred ~1xt7 ~1T.-~
aection ,. of' W.ahalli ClIllIetu:y aCleordinlii to th. Hoerded. pla.tl ot .aid -o .. tez:v oa
:rUe in the _1"eooru:u. Qrne. of K1ns: CD. "Mh. 8&10. "lGt to b. uud tor burial. pal',POtIft
onlY. situ.totd 1n the .,QOUllty ot •• state of' 'I".ehinst;an. tJe,hd 1Iov lM AD l.:i •.
Si.~U!1C1 in presenoe or ,,1111am. L ~
State of Wuhington. )
l
••
C ount.y 01' Ki na:
fhi. 1. to certifY t~~ on tbie 7~h ~ o£ na~ .. b~r A D 1V~
betfore me hgene ... Bell .. Not. .. l"Y Public in and ~er-the at..t.e o~ w.ell:£.ftPoDfl .~
commi •• ioIJed SIlI:I aworn pereonat1y CUle William L ih¥ a w1C101f",r to __ lui .. · to "bit-., .... -
1ndivid;.1al deDcrioed in .nd who exeouted t.he within in.trUllept. .~ ~~_.-!I.r ,t.O .• '
t.hll.t he eigned and liIe..,led the same .. hi. frae and. To1W1tar,y aa' and. 4 .. tor the
USetD and purpo.oH therein mentioned.
"itn_. "'¥ h~. ~, ,<r'e'.' .eal the •• and y .. r in t .... o ... U~,o ... n_ '~ .
.... ri tten.
1Iu!pne .. :Sell (E Y B Hotsrill1 S •• l)
(CDIU. Bx Dec 30.1911'1) lIotary Publ1t;: in and for the st •• 'JIt
(Re"enue St_p 50j!' at)aChed
Iilld CII:Ul.cell.~
Piled for record at requo!tOt. c~ Gr&ntl(u Dec 215.19H~ at flO .. in put
liorman ·Il-9&1':11&11 Cowtty 4ud.i:tior-
1111
und.a.,,!t
9 A JII-.
In the superior Court Df the state o"f " .. hineiOon "for lUne County.
State of Wa.ahlngton,
Plaintiff
L R Ra;yla.ond
Detendant
State of WUhingt.on, ) Sf;
CQl.lnt~· ')"f Y.:ing )
.0. 'XI3<;;1
At~idayit 01' ~ Bummer.
Lane SUnlrnerl!l being :!'irat duly •• o-m on oath d.p~e~-'.~d. -~e;;
tba"t Ga 1 •• d.put.:y proeeClu1iinc attornll")' :Ln',aq.d. -rQr the Co-*Jr of ElM ~ -fd
"ft..hingt~n; that .ttiant 1. leto.ed and bel1." •• th.t ael"J-OM.cnt who ~.1d.Q-a' "Uri
.... t. "'8th StNat. in the City of Seatt1 •• -"h1n""on and _bo clll.ia. t~ D __ ..:tJW...o# .... t.::a.e.
:r .... t o£ T.oo~ 32. and &1l. 01' l.ote "ll -.nci 30, in--:B1ock 8 ot Clo..,.rl1a.1. Add.itl~n 't,o
City or Sllat.~le. Un(j; County .. ...,.nin&'t0IJ ie no\ the-..... a lHtr..on ..
m x
@
"S-o"
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o
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160.r.611
,
t
i
[-
c::.niltl"'...lct ~r pe:rmit th9 eonatrueti::!:n or ~ fan.,. Or ~llCJo. on or azoound _ld tId. landa nor ~ rmit ~
buildl.ne 8:-GOted. to be u..:l tol'" the .. 1. or tl"8.f'no 11:l Ihtoxioat1ne" llq>.<o" or for daAgerOU;:i. Tez:attoua,
or o~r.~51T. purpo.~. or o.ta~liah~t. What ... r, bat will us. it ~or re.idence purpo ••• on17. ,
..til of the rOl"egoing cOndition. a.groer.wmts. limitations and re.trictions shall be dA...:! OO"'ObOnt.'
runnlne with tht! lJll'ld ana J)iru1h:g upOll. tnt! 1N::Lld yarty :;;.: th~ ~ee!~!!.!i p"l"t. his. hrili'1O and. A~Slgn!! Ol"
pel".ODIll ~epl"e!Sa-t)ta·.i ..... 4UId in eB.!!~ of: Ii breaoh of a%):" ot' th"'! 15a1d condition. or tbe 'flol6.t.1on a! aqr
of th~ nn"I111@'.")lll8" eo ... ~t. lillY. .-gr.llmllr.:l:. to be k~t aud :o;irf'o1"MeCl. toy t.h ... -,JA piLTty o~ the 1I~"ruI. I'lIlrt ..
_ heir., ~"s!;;:nz;. nnd l~l. ",!,"I"'f!~.fiout.t1""o_1 thtlll thi_ dece: shall bfloome ab.olutely uull ItM T01d.. and
~-i~= 8:~cccce~c ~~ ~~l!7 ~~~ o~rl~t~ly ~. th~ this d.e~ had n ... r b • .u ezoouted. and the .aid
party of tb~ a90o~ ~~t by t~~ .~o.~~. of' this deed 40'. horeby &gre. to tho •• Q~ndltlona.
'l'hll Ai4 party ot the Moond ];&rt.hll11 h~!"111 and 1I, •• 1gt.1I. &1.0 ~._ to ~11lt&1n prOP'lr
.a.tL!.t.ary oo::.41t!.ilIU ou .. 111 pr_i •••• and nut ~.;l uonat-ruct on lI.i4 tract mQrBI than one: rO!sldena9 Wl10h
l'o.!4e;z:u;. u' c-.:;:c.ilti:'Uot_d ~ll bO" ... r..f .it i_i:r ...... lu. of 1 .... 1.Ui.u ;[":i.n.*D hilIldr~ {$lf:OO,..O')! 'iOl1!!.!"!-•
... to 1>. :finieh" Cl,<l suin«i :;Ir p-.i . .I;1tall txtOJrn.lly -;;ith!n ~i% (6) "!I\onth~ aner b-.::l1l1:1.1ng WOr!!: thel'Won
laid (C'l"IIS'01llI' QOTen&.nte. J.1mitat.1Qu. and re.triction. IIIhall b. d .. e4 OOTenant. running with the "I
laD4 nreT8"f' .. nd bindlnc upon the IId:d JArty of tho MCO!ld paTt,h1s ~lra •• Usn=-aDd. Pl'r.onal. r.pr.'«lta~l". ,
Mal _iii part)-vi th ... oeAd ];Q?t t,,,, the .c~ept~ne. o~ thia dead (i.u"s h.reb;V a6"!'oe to thea .. eODdit1~ ••
I:a It'i"t1lltU "'roo:f. the _14 ~ri.7 ot tM 1'ira" part "D,. r .. "luUon ot it:: ]!'='!trd cA" D.1rootora. ba. :
oan.~ it. oorporate ~ to be beroto .ubaori.td hT it. Pre.i4~t and ~eor.tary and It. GQrpo~t ... al t~
H h.-no arti.r.e4 the ~ &rI4 ,.-.r first abOTrt ..... ltt.1l I
.,1.ped.t .... 1.-4, an.1 o.oli.,.r04 1:r:l pr •• en. Dr-I I
(9 • .I..0:t :t.eorop 1Ie&J.)
I ..
GOWIt)' o{ Stld;l.Qmi.a.
Itate Bank ot _l/ .. ,d •
by--G.E.H~.OD, Pre.14eut
H. V.Allen. !.eOl"t'ltary
on this ~8ti'l day of ~. ';'.D.1'J.2.2. b ... f'ore !IIII', PM'~nal.!y awea.!".", a.E.Hansoll and H.V.Allm, to
: .. IglOWll to ~e t.h .. r:-•• l>1.en! ou-..d Secreta..~· .l"fu!lpeoU'nly of' the Cl0l7'0ratlCE1. that ~outeo;t the Within
1Utru~t. ADd. 1l0000no • .l~ in" a;,id. 1nlltr .... lf,Ein~. to be tho rree aM ,.Olun"t:.e!7 aot and d4j,M ,?,. ... 14
OQ1'"pOl"at1oD tr:nt th. \.i. ••• _00 p!olI"po __ tn.NiJl. .nt1otled .ad on oath IItat" that th.,. were .uthor1secl
,to =-!:!C'..1t~ Mi.!.'! inlJt:r'll'!''''t,t. ~.d that the .... 1 affixed. 1s the Ooryorate ."1 of aa14.OS"pGration.
In ... !t·n~!lA \O"h • .l".ot'~ I baY. h.(trenonto ,_t m::I hand. aDC!. a:f't1.:l:.ed. mr o"ttioilJ. .~ tbe d .. &D4 veal'
fOQL Is. HOT 19, 19!;)
(I.H.8.. .1 .. 00 att!!Clh'" and. oa..u.tMll.-d.)
S.F .. StrHIt. I'"..ar.r .Pw1l110 -rot' Wa8J:I!.Dgt01l
B .. 14.l.Dg (l.t JllmoM..
rUed tor reoor4 at reque .. t Of' ·,Y.W.~.r~ Kar. :50, 1922 at 63 lIIin. ];Ia&t " PM
I_ •••• n t
:D!;ow all ~"b7 t;h/j ... pre.",nt •• ::""'t. .z~:II :E"fIia_. B..!1ii r~1c, wirl;l, ~ ...... la.n, o:f" the County of
Klas. aDd 5~t. o£ .abhi.~'" 40 ~r th.m.~l ••• ~ ro? thai~ helr~. e~~l~. and 1e .. 1 repre.ent.tiTBII,
ner-aby COO""," tCl the CbIC&80. Xil-..uk •• '" ISt.hul Bal::'...,.-a~* a oOl"porat1on 0:1" the St .. to O'l
'~1.c~n~~. i~v .ue~.s~~re ~~ ~~P1er.~. ror the ~m 01' ten ~ )0/100 (~lO.OQI 4011arll, t~ right to
:erlilct ,aI'&4 maint.ain an In.atrlc ~Vll1.lI1on 8y.~ oy.r. _lo:r.,g and. &Groll. th. :t'ollowl:aa' 4.lIaribe4,
:-ee.l. J.'!'':."'~rty~ 81t"..t.o. in Xl~ COUDty, ;W ... h."1lW"t0Il, to-Wit,
Borth_lit qu.arteor at" 1'!I01;itna&!;t quarter llrNt ::s.cq.l at' 8ec~l!)n 24, ~&ip 2D ]lfa;-th Ra.D.go -4-E.YI~U.t
IlOUtob. ~{" the .1 ....... ls_ JIoad. • .a!'ld al~ the ~fl';t. iiill~o& a-r l..;;..z;.e -on Q.~ .. t ::ldc 0:' said '!'ra~t; !be one
p.:;l. ha~61:!. proT14tod ~O~ to l)~ not morel t~ two '2t :teet .ou.th ot' :r.uce ala.-abuth :sid.. ox 01-=-_
~alsen R~ and "4.a4 maa" anehor to 1r~5t or .aid pale to be not more 1ban TwO teet .~~th 01' ~QD.ae
_1~ ~~~.!:!. ~irl.1! t:!"!.","-r~~ I~!-!'!!!. Ro::~rl~
•
•
•
•
.... qat_ con815-t:l.ll6 or {ll ODO PQle, ~d taft n.oe.~l"7 trGllIIf"aDd. tl."lm_1111111g:a.1t"il!'tf •• anchors
,ftn.'!. go...;.y!!.,... . .I!!D..::!. t.~ .r.!gb.t to el&a.r t!"oell f'rOza ~l'"i.J:Ig th" liDe. J __ 9' liel-.. ·.t liiii c;;;:::l e~!!!!,'" to
rtlb.ng &.rid C~ ptQ ;:.t ::lorth a=. ct ·l=!e-~-'!.3 to. ,81f1.::gO'llt Cl" no.:rth. 'and 4"W1jp' fro:n pOl.o. ---1
~
I
I.
I
•
•
•
160.2626
1502559
w. witness wh }reo!:, we have hereunto aet = hand. and. soal.a ~il! ~O-:h 4.e.:; o~ ":rob. l.Ui:
J_IJ Hehen (SElL I
St':lt., ui: ''''''Ii;llm;toL
-) ..
CO'Il.!:!ty of! Kblg
On this <h ~ ot lIaroll. 1%1 the ;r_r l"';;;;:~, 0.£0&' .. [~ :;:'l~, 'R~l:fn_ll~ •• JlQt~ .Pa.lJlio ill a.D4
tor K:lng County..;State o~ iVa!Vlington. peritl nally appeared ". ...... , • .", IIDl hh .. 1ft, az,. s.l.~.
lau:i1'lU to me to b6 the per.on. lfloa& name!! Ill"~ Sl,l"l.or1bM to the 'Wi tbl11 1J1.at;r'Wtli!jut. _ aokllO'ffle4p4
to :De that they executed the .a.me~
WttnoSll ~ hand and o!ticial ~l~ thl. thirtiet.h dq O~ MuoQh. li22
(F.H.','I~ Notarial Sea.l) Iltlyd R.Yllll1a:::::s. l!Iohry ~bllo i'D, .... tOl' tlw
(C.om :ii:x. liar 5. 19221) !J""'to;; o~ W&:hlDgtOll.1'i!tllc111lC at "".-ttl. 1n
IU.ll.C: tlOUll t¥
Filed for reoord. at. rov.ee:t a:t 0.101.& :n .. p By. JIar. 11. llJe !lot 41 mil. ~t , ,Ui
PVU S \"-;
-::'.!..J-
FauntlerOy LAnd Co:nPlUl¥
To
Charles J.t.B.rg.tr~
...
':he grantor 'aunthro,' l"m1d C_PM7. II: oorpO:N.t1Ol11., d:l;ll.Y Q~,," cd. _ht ..... ..s..,. \ll.e
ltlllla oi: tbtr 51.. ... '_(0 c:t i!luaulJl8to.t1. ~ h-.,..j.!I&' its priaolpal 00'1110. at S-UlA. w..*iJt8"-. fOIo.c "tt.
oonsidflr.a.titm Dt tne sum ..,r ten aDd. Do-lOO -40ll&l'. la'ft'Ul _DIIIr ot tW.U».1o"t04 Bat •• or .u.J'-1;;&.,i,a
hu:r.u.l [.aid, oonnya and. warrant., to Cb&rla" J.i.:,":r .. t~ .~ .... 'U .. -... 1qtA. t~" to~'
dEl8cr1bed 1"511.1 •• tate d tu .. ttlld. ill the Ccnmty of' fiII.i. State of' .. tdli ...... 00011a
DesQrlptlon or Lot 1. A tract or ~d 1u tbe N.~. ~t.r at ~. a.w. ~r_~
24 N. R. :5 ~.V/.lf.., mor. part10'Ularl.y d •• or1b_ •• :toll ow., .art_ .. tao ~
center of s.c~ 35 'l'wp 24 N .. R. a.ii.W.W •• theoe KU'h 00 ........ -&6 Jr !:Ill' •• 14
th.n08 NDr~ 86 d$Srees 50 m1nut •• Z6 .oooads ... t to~ 8&0 tt.1 to & _petnt
00 degraolll~ 26 1Il1.11Ut9!!! 14 aeconda west for 100 ft.; thence __ WI. tJa -~.
'I. at tor 110 f't .. ; thence Io!'th 00 4&g'l'Elea 20 ml=t.. 14. ._~ .... 1: f'Dr ".'~ .• r~~.:~'~:;~~~:, •.•....
B8 dogrt;lea 50 m:..u~tI)5 H 000000' :&I;.ot tor 40 :rtf to tb.e pClmt ot Mc~ r:..~
In 'Yitnf;S8 Whereo~. FauntlerO)" Land CkJ~ 'by r.aolu.lIt .. , Of' !-t. lIoa11¢_ ot
C&.'Usod theae prelle:D.tI!i: to be C"'.zbsorlb.,;1 by ita 1.lI, ~1d ... ' .... at-;eetK ,~: _·t-
corporate name alld. e.ed to he: hexaunto iLrt'"l:z:~ th.h 16th d.ti7 gt-'JIu.ob .... ~
Sis=c~t~e~led and d~llvered !~, ~eaen~e of)
(F.L.Co .. Corp SQal)
St.:;!. ts of' Wae.hlngton) ~@
Co-unty 01" .K:l:ag
J'aunu. ... · I.NMl 0...,...
B7-.. " ... ~~ ~.
I. the undersigned.., a llotal'7 Publi0 in aDd. :tor the .t .. t]~'~'~-~.~"~$j"~"~""~~~~~~~~~t~:~ 8wor~. 40 h.~~y O.~tlt,y _that on thta 16th d~ o~~, 4.~.~iaI.
und,erBign&l, J'Qlul. F • .Ad.ut. &D.d J.: ••• ~~. to me lal.oWIl to 1MI tbe.~i,--"";',,_
oorporation that exeauted. the Within foregol!IC lua.t~tI."', .. .UI
be the :fr •• and TOluntary act and de" Of' _14 OC/irp .... UOU, Rr~.
~ti onedJ and ~ c~th stated t!ls.t. th~ =::-e authorl"",-~o _~ .a£4
se&1 !l.i':£ued 1s the eo,rporat ..... l 01. .~id CO!"J-lOi"at-io:m. •
{Ii • .£..N. N'iltaJ";U!.l 5-.1.)
(Oom Ez. NOT. 8.1922)
COlllll1atdOn axpiro8 Hov. 6'WJ. l;;~. l.i.
(I~R~S.$-l.;)O I;<.tt-atJ.hltd az'-d e:u;e.llod-
F.11ofd :tor rOQord at request Of' G:ra.ntee. liar ..
PVlI C \".
~-2J)
LOUis Loi
To
~~od Thi.1aie£Je,Jr.
•••
..... A~~s_e.'t·-:.-v= .. ~lt~ , __ ;.,,_~[ ", -.,r_·
................. ' ........ ~4i ...... Jo;,_ .~'-··i
.. ---., 7 ,illy' ill.. li!:I£. n'!"'l'~ tt?; •
~.~ at ..... $~i.t-,_.w....
:51 t ~ .. at 18 !!lb. past 10 jJ(
:V.A. ;;·UOSU .. o:;., Ca=~ ..t.ud.1tOl"
11l,,,,,, gr2nt::l!' !dlUis LOi~ i .:l. b:loOhelor) flJlr and. -1zl r;;.':;'lY!I~ru.!.'B:t::'GW. -01: ~_ ;!'c!.lnrt;-p-·-1:;::, t,;;;,~ 1*iG. CUlJ., ... Ii-8QI.
~rant;a to Fred Thie1s.iet"je,-Jr. or ~c.. lh. ~-.nt ••• tM f'all0wiIIC Uaarlbed. ~l e.~ta,
T.ot 8_ 1n B10ek 1 lii'l.l...n G&r.l.un 'rract. .... 1tua.ted 1»_ tbe O_~ o~ JCluc. at-a. of' 'l/'aab.1l:ig1oan.
First Amr::-rican
Title i11surance Compal1J!
NOTICE OF MISSING DOCUMENT
COUNTY: '/(ing
RECORDED DATE: 1V/)I
RECORDING INFORMATION: 1602975
ORDER NO: 1VCS 291590
EXCEPTION NO.: 09
Please be advised that the document listed above
is missing from our plant.
First American is attempting to obtain a legible
copy of this document. It will be sent to all parties
upon receipt.
76
John ;{. Weboll'r.
,TId
Wi 11 L'IoI'..i C Sil'lnlo),.
THI S ;'~R2:::.'~~7. WIT:;:::,:;S::-:H:
THAT 'WHER2AS, th'!" p~rt.i!;>l:' hf!ret{), Joh,;. H.I"1e-bbF'!" ~J 1'r'1.5o'11'Ur, '1"; v"nd')T' .'~!1d Willl.=l.m C.St')"l"}':Jf
Se::l.ttl.~. W;;.Ghi:l€;tQn, J'l,"S p=cha1",.r. h:.v,,? h~ret.')f'<)rf' ~ntf·l' .. d ir,' ~ a c'1!'.~r",--::-t 'for th'" :o",l~ ~f c:ert':1tn r"cl.lr
~HI d<!!!.cr'tbed .!.~ th~1l' "ritttln ("" ... ,,trflc-:O dA.""ed ll":)ve,r!:t:>r 30, 1923. tl:::~ I3Cl:l.(l: oroporty b<'! 1 n .... ,
A pot"tl.-':-! ')~. tb", ~("~t·-h"l.f 0:." th .. t;ort.h .... p.; cn.: . .L:!rter of' th<> '-'''.'>T'th'''li''t (ll.L",rter Qt' th'" e"uth""'!lt
! cU".rter ( 'iIIl of 1;"i OT'NE! of -SW-i) of Sccti~ll 4 Tc~6h'1p ;~6 !\orth of RRr.,~ 4 EaEtl, -·I1U. ,., !,ort1'"ln of tn.",
'li'ef<t hwf' of"-,the S7 ... -tl?-~~ftt qu.a;;-t.er· of the north~af't qQjrter 0: ';hoS' S,..'Uth"''E'~t ~rter (ft'~ Qf" S~ :)f ~Ei
ot: S~) of Sec'tipn 4.' ·rcWn(',hip 25 North 01'" Range 4 E~st, 'i1_~.~_ ir. In.nF Co'.:.uty, ::t"toa of" W"nh1ngtor ..
'And Wh,~re~e',' 1-:. is un.derstc-:.:i th",t thr ap,id ':'Villi··w r:,S"t~Jnlny il'" dt-,,1;11.n1': ~1:!l.d nro-perty <lnd
; s.~11:1.rlg; th""!; ria!!lc.1.tl_·9P~H-O.x11T."!.telY· til'e~.t~· (2C) t'rac:t;o. of eO'.1'1.1 B1~{" !n<'l l~';'Y. d.ur~nc the e"JllTlI!1 Q~_h1"
ttaid contr~ct;. b:f puieh_~!ie, b~·cf>1.1""d U';;l-:on tQ "!u:-ol,.,h deed8 t., v~-=--dC'~? "::)urcC,'ls1r...:: fro!!: hix.
: nd.dlt (;-0': t'o the·.~ntbiY·.~iri.it,:t.l1.f!~~"':.. pay~ntE. provided. in said ~ontr>'lct, t'hp RAid John H. ;;"'boer. rH'reby
. agre~e ~o ~xe<::ut~ a -de-e'd: :friii':~£ c"lesr 'o~ 'the-t·err.:~ of !laid. C'Jntract t.o any tr"tct repr .. ~c:::;tinf,: ~pp_I:..o:xt.,;'
=t e-ly t;lOe_hre:'1tleth" :;;;.~ the' .... h~l!! "'t r_¥.,~.t ~-" :bern-?; ,p-Urch~'e'ed -:;'imder ·63.1-d c7n~ 'r-9Gt. AS my be den tr~d ;-"it:-,'
"be1nJ; 1"ll..!"""ther acreed t!"lfit. '1.~ f,l~~' _~i"' s~ld ·_t.r~et~· ~),:ial-i'~_c'-~~u"t.·!tute T':Ore th1.1.n €tpp-roxi:T."Ite1.y one-t .. ~nt!!:l£~
:~f' aa1.o::l~ent_1rf" tr3=t. then ,thi:"':e;= to bS! so'p!!.ld as-a,:prereqU!.a!.t~ ta !' dA·~d, tG Bu:-::h tr,act snell be 1:1.
! such" ~ro:rp.,rt 1 :J::l'""t e. ~rt--'O~:!":" t.ne 1;9. td'"""tlurC'l"1BP -,:-,r1 ;::~.,-'-~';~.:j4':'.oOO .Ill.: thf"_ .:3C~;;>Be;~ of ::Iuch ~u":bdivi.st.~n ~<'tJ'~
: be" conveyed stl~11 b"e~~" t~--thf;'-en":".1 re-:l.creege c")vered by_ t-be ;-;.n·ic. ::O-pal ('s t~t~ ·cant·~ . .,.,ct _'~f: ~l~yel:",be~ _~.O~ ~19~l:
I" wI"': ';;;:':;;_._if:i::?,~O:F J • t.:J.o" !,;';"rtie~" -he1"it"';~~h~';~' j;~~~eu~t. ~ foElt' -t~!?l r han'd~" t,e the S~ ;or.e~lent-J3,'-~h'" Q.
'-'-.~"" '"
Stu\;e of 'i'f"lshi~gton,
)s!:>
: Co~ty ~f Ki'lg
c;, __ '.
'-,0,.
John H.,.ebh~r
Wili1nm C.5tnnley. _","", _o,_~· ~ ~"_:-==."'.'
Tlih -119 to cert i£y t:'l.!l.t-;-;1:; tobia; ~ &-y-:~;~ __ ~'~.tffr.f~9~'=' betore ~, the un:lp:re,lgne::l. a ·Not~r.Y
:.?ubl.1.c -i:1 and to~ the St~t~ ;:,i"_ 1i'a5h1n~Ot!:,~:-~u:Cj.;-~':c:o~;:~J.·~.E:!::'-i:,;'n-ed -.Dr1d '!"oro, -pert:!-:>nal1y '-c~~!;' J;'b.n-i.'lfebbp.!:,.
ito me knol'l'ri to be thp -indiviu~l.dp.Dcr_~~ .. ~d'-i;;~n~.",c.,.,.:.,:~ e~~ . .cu.tmi the ... tthir:. in tr-urx: t '---.>"'-'. :) l.e4"84 _c_ __ , . . F-" en. Eln~, A.C-<C"'_ -=--. b -.
. ~. to me thut b.F' stgne;j,-th'"' .::same -~~'~hti1-':':free 3!}.~ ,v?lunf:'17 ",;i~d and .i.le.i, ~or "th,~ u-i1~~ ,~nd -p~o[fe~ .th~r~ln
~ m€"utlc>n,_d~
, ' : ~,:r :,..:.:-':,
stt1 hllt.-d-nnd. of":!'"1ci_al IH~al •. th~ c-P.rt !.f"-:'c-:t ... f"ir"6", ~ .. bo()veo ."!r.i"t1:",,"!1:.---
David R tlttchfl'l1' ~ ( D_R.Id.Not.a:r1a1
: (
" ,
seal)
N<":lt ... ry Public in !I!"ld -for-tl',..:!'
::;.!:.-Seat t 1",_
71ted f"or rEleol':l at-rc>qu""t of '" C stanl-,y, Apr 2, 19~9 nt 11 ~n!n rt:<l"!'lt ;-. P.M.
Geor¥,e A "1r2'.nt. 'C~unty I!.'.'<itt,!,~
; l"rl'"d -~el~eH. '~t.. n,l
", To
Tn.'? Pncific T61ephone snd ""!"g-la,graoh Co.·[:.(>~,y
E.'::_,!"!'''):; ""'l.~,,_ lL...."r<::h 14, "l9=?9
For -!lll.d L: co"",iderb.tt'J:l 01' t.h~ eUJ:1 of" OUe ($1..00) D!')ll-:..r rece!..pt ... 1--,.~:-€,oi"' ll< h,,"r~by ac~no ... le.:'l~(t
c rLsht_<1r:.....!"~ 1" !"ler,'b:; ,g:r.anted to 1'".::.("" P~clf".ic Teleph '!l'" tl":1d Te1oe-!IT.""l"ln C..,:n,,,ny, ib!! OIU(':I!:"&S5,-:.;-"t; n.ad
.eSSlfiI1I9, witb ~b.(' :-!.i;ht tl) E"ro1'et and r.::oa.i;"l\nl:'l =:,Qle, "",!Hi a:"lciJ.::-r" _it,} tho .... n~e(>"o!l.ry _ir ... "l and f"1x~ur""
~_::'e::::-ft<JOn, and
n-,r;;.t. ~elsBZ1..
to b" ::ulr:tal:::ed. ~:!'I n-:>>ei lo;:.c .. t,~d ... ,,;,: C'.-~n'i'"-tru,..t'''d 1::-y
I~ 1~ ur.,'!."':!r",to?d ~hr;t t.ho:" ""1lC)l~,y,,"1'I "J!"
hn,v<" .!l~ce!l~ t.-;> 8aid. rli'ut-o:f_ -<I:" ~:i t.o"" n~l.p
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etc .• provided. a11l'1I19 tb~t said Telephon!! Company .hall be reellJnnlblp !Qr n-.y d:,:;-,/rp :'Ihleh may be
unnecessarily don~ to th~ property above described.
'Nit ness, :
E. S.Jackson,
Form Appro'ved, !~cMick~n, Famsey &llupp
By M,R.McLa~ken,
State of ~Bhington I " }s~
County of Kbg
Frpd Nelrrn
])ora 11elsen
J,,:no~ lIAlaen
J.l,lry lIe1eM
This is to certify that on'this 14th'day of ~!nrch, A.D. 1929, before ;lie, th~ undal'stgne-J, a
Notary (lulllic in and for ·the state' ~f' washi~gton I duly Mtt\ld ssi()ned and sworn, pel'l'ocally caSh? Fred. Nelsb
. . . " .~. • '. .,' I
and Dor<l Nelsen, hl~ "ife"and,~&me& Nalsen ,and ll!!.ry Nelsen, hl~ "ife, to It~ k!l'?m to be the individuals I
, des~rlbed in and who ex~cutedthe "ithin instrument, end gckn~l~~ed to n~ th~t they signed and sealed! • , ... ' .. !
I the same as ~heir free ~"~;yoluntsry act and deed for the uses and purposes th~re1n menti~ned.
t ~ ~ _, .: -' '", . .-.,'." , -. "
Witness rnf handa~d.?fficlal seal the day and ye"r in thie ce~tlf1c~te first abov~!ritten.
I . ~.~
( E.C.J.Notorhl Seal) , . .j t.e Jachor.,
.. ,
( COn!.Ex. Aug,26, 1932)
•
.. , ',.' ,. No tary Publ1'O~r. and :or the sta_t~ (l~T . .
I ""::',' ;,;: ... :;;.";.';,,,.. ", .' .', lrallhtngton, resid111g at Sea.ttle~"': .\' ... ,.
FUed, for record at r;~u~st of. The P8.d~fiC~ Tel.&,~ei Co.,'",A.~:; 2, 19~9 at 18 rr.1!1.Jla~~:3 .. P~l!:::':, ":;
; 1lJt;:,,. " ,"-'o~~,.;,: -"""~~~,, ~'_,:-__ ~.;-, .. ,:.,-,' ~, ... r:'~ '>":;,' 'u',~! ... ~~>.-
.... 'C, .. ~::.': ::c~.·~t I~eol'ge A. Grant, CqlJl1ty A.uditor .•. ~-,,1: .. '.:" I
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QUI"I:-~!AIMDEED
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't>' bourH.fH'Y. 9f..,C._t>.Ju.nnmn.~.~":~~r'H.':lgton .. an.!'·4ent!. :Oh, !fl," \,!lllll"C ..
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,d; I~ -:pO,111t. '6P7 ··f,~. '?I'~o_t ,.p~': .'Il.t'Hlt,·· b01.Jnllt';I'Y Q:( -Llrr.U Tl,tn·oh
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of. .. S\ln:1(~l; U~HlO, Gnr(lc.ne '~Uhl;_OC,;), ,.cont.n~Tlthr~, 0.13 nCl'eA lli~H'~' (')t~
1"""'.1"'" ly1.nv Nl~hlrl 1\ ntP1Jf-of'·'1.~r'lcl·l,OP',ft,'., ,1.n"wldth, .:';'0 ft. '.If tJ\~\~h
. holH£{ _ QO cI.IQh :1!'lde ,_ot. 'try:(l",t()11~_"/ln6 id~nct·,l.l)Nl o(:ntcr ,11 ne! " "
81.r]."' l'ilE<: R t ,E~nf;i.no~'r lB' ~_~'li'" i66t~~ ~·l~Q>or. _~_\h::: '_N9:' ': 4 ::?3,' ,;1': G ',' . bt !1P/!' 1\
I t.ho pEnted Wnot-V/tlleY".Ro_(ld "nclJ1":the cent.PJ" '_of OiH1t," L'_\~; 19,
.1, ·T.,.2) 'H~_~' R. 4_:.£-.W.M;:.thtt.nr.ij-__ N,65 d_Or;;' 17"30" E" 3396,(l() :n"1
to' t;h~ r~1gh~ .Rlonp;'l\-,.ol1rYO",w1t:l1 rml-1ue-573,0 n. p, n .. ~HntIllH;i3 or, _ '.
'ftJ." thenU,e N, 75ilog~ ~l\ ~" -3~go.90, ftr, thcr}cc _tfJ Lhe 1r·ft
'_-,nll'Jnf1 (l (,\ll'VC-'Il1th"-rnd,1l.,H! 3~2~::ft .• ,,:'-:~ ,diBta~o,e of. 2072 .. 20 r_t,_" ,thlHll-:(l'
';' M. 44 dl)~~ •. 55 1-E, I 51~"70,--rt..:: then1l6_, t.O ::thct __ l~ft nlon(L 1\' CUl~YC wUll
I"ndUH1 116. ~o ft., ~ dlf'1tl'lnoe :of' 561.,0 ft. to-n po1nt'-on the c~nt~1:',
ltnf! 'of MFltn !H. in Renton, B;f.lld" point "be.l-or!':·)5 r,\. _ tn~l"P, OJ" le~'n ~o')lIt.h
,of ChI"! t~ent.OI' l1no of 5th' Avo:,-,1'0 t.,E\1 , ttlR_1.~nOe, of 11,579 ft., 'i:10rC rH'
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1 u '~.: .. : ·~ll;<!1.1·~ .~.:';'.'.!~,~:~~ .. J~J; .~.~",.:~,I;~~,'.},~.~.:.'.·': .. """"~~':! ~ . I:'. 1(1 lilt' kll\,wll III \'l' III" in,li,·j.l'1nl
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ton .p t the-.N .nlRrg1n: ,of ".Bond lE'In.u~f;.Rl):lld· i10 -wU.h" the W., Itn e
OD1.dunCl:,Adi.H,tlao .D-1:y~·_Nc,l' •. ~,·*,': .. th~noe weQt~l'lY ·.Rlt)nt~ ~!l\tl
·.ft. yo:, __ th~', .~,r~B~polnt ,.~~ .bcgl,nn!.nS; t .. tilonc(I 00(1.-
. 65f.t"'.Wonge i;~.i'lgi)t·:"~glio.".·~orth."ly 65~ rt; to
, Ry •• ~lt.M.: ..• ""t.rly.~lonR .• nld 'n/' Un •. 10 n 1100. .
: nn<\ 65 ft,.· pao.t~.l'lYfrom ,.eoond.'oouI'Oo horeln; ·thoncc . '(~'~' to--1?!ts1 nn1p~.-' ;"A1GI;) -, ~hO.lfri _RR ~·j!'l·at1t ': 115 '-0 f'.Uullae1. .
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110rl Qf nl\f(r"Trhoi,,;5j,~'thertClG<riorthtU'ly:'Aiong A,n!.(\ 1\'cnt '11.0-0'
of, 7,o"'tt.,;'more --or.'-ltH,s'·::: to '-,the ;8outh,;'R/' -.. Uno :of 'nntt'l 'Sur. .
.4".2, .thenQ,N;,65·dog •. )71}O··E .•.• 10n/l enId Aouth R/W l\no ..
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Went',Vnllay, Rond ___ nanr' tne, cent'&l'" o'f-_(lovt~ LOot 10"
,T.?},N •• R, 4 g,W,I.\"thenooN. 65. ·deli.11'30".~, •. 3396 n"
to tho ri!lhtnlnn~ •• ourvo~lth n r~lI1~o .of 573 0 n; " tltn-
oftoE;1192 . t, ,tnenoo. .No ... 75deg •. ~7.' t; ... 3.!80; 90, ft. " thonoo t.D If.ift 1-1 • I-'Qu'rve w,1tl1 n rndlull'ot 3820 ft. ~ cUl\t".noo ,of 2072.1;0
; '.hono • 4<log, ;55' E. 515.70 n •. thenoe to tho. loft Along n
with" I,.dluo Of 71(,.30'ft,· .. ·.dlstance Of ,61.5 0 ft. to A
. on ',tho O{;lnteI' Uno ,of -Mnln. 5t;. lnnonto.r~t .!luiu,potnt l;o~ng 3~ ft,
or le(lf\' ~lo\,lth O,r· the' oe'ntier.: une or: 5th', Ayonue. A \.0\'111' d~l\\.flnl.lo
t .. 4"79 ftt.m()r~ o~ If!.aa'",,:.'" , '.
R/W : 81 fl~k ~R1 ~,!r-_ ,J~~~t~o'~~RontO·ri-'~OD;
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. fort"'1Ir, 111 IIlmlllk' rOlul '1:IIilll.illfb\\'II~'. allllltt"rer;t hi tlar.l rollQlflll1ll ,-1\'!I~'rJbl:'d reBl fltlat!'· "~t.: .'
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All' ,)f ',t~e:'-gr'a'~to~u -right o~~'t:Lti~ t~ til~~_ ;o~tl0ri-:or tho ',swl ..
or NEt or·soo. 241 To. nll.,·R.· 4 E.II'.M.· (T.~ tot 52)be~1",,!n~
on the north roarg n·or'lIo.nd. r-s6ue .. Road/nO:" t .e. poi~L ?2?rI. .
"est or' tho,e.stUno.oC tho. Nwl·or· SE}·.thencowqotorly. (,~
ft. _ t!>enoe .. no.ttio"ly;,·o~'rIght:.n~to. '690 n. 'to the Bouth. R/Y:".
.: 11no' or r',s, E;R,y.· tnQnoe:l'o~the,o.t.pt)'··olonLsom •. too' Hno
'. drown' at rlght~l\gh. :to ."Did Ro~d'4flo ·,tllrQu!th.ttl.o )Olntof
... beglnnl:ngi .. thence .,o\lth·~tly.,.lonc,uld.l\n. Tl$rt.::lo point
qf beglhnl:-ne,-.. ' Al5Q,~known ,_8!:.''l'r_8C_t;_ No, •. 6 or. '·.SUI15Gt;·.Homev,aorden.'lo -~~recr ·,con.t_aln-1ng··O •. 21 .. :o'eres morfJ"'or ,t6se, .l),1nc-_,','.lJhtn. U 'ltr 1p too fl; ·In. width,'. 50. rt. :ofouch. w!dth being· on' ""u), .lde. or ttleroHo.lng.d~.cr!b.ed .. C~,nt.t :Une. ,.' ."'.: '... I . , .. '. " . "',",'" .t·~.,,~,~
. ~.g.\nnlng "at .. Engineer' .• St ••. 106tOl;I,O.or ~ur.llo •. ~96-.
. being ff 'p~lnt.·~-n, tl.l~ tune'll ·V;e~t·Vfl~.18y .Rpnd .~)elU~ __ the' _o~n.tOJ1 oro.
Q9 vt • -l;.o.t. -10, ;:'~l:.' ,f._I., ,T.· 2J Nolo R. 4 E;-Vi .. ~. tnence n. 65"17' JOi' E .. 339b.~O rt ••. t',e"n. to the'I'lelltO'i> curve dtllrudlu,; HJO
crt;, • M.timo. orl049.~O ft.; tlleno. N.?S'47 I E.,· laaO.90
ft., thence .t~·the left .• long:.· curvowH', ·ro~ll1. )8.0 rt;,'n
<ll,.,.onc. 'of 207<;20 n ... theneen;J,4°55' R·.,. 518.70 ft., ttlcnc •
. tl,1-' UIV J,;llf t alQnu' fI_ cw've, 'lil.th . ru:11 us:: 716".30 tt., k di.strmoo .. ' or56~.60 n; ... to .po1n~. on ·the ,,<nt.or.11oe ·of.·M.LnSt. In.
RtmtoClt __ ':l_D-1d .point be11~g 3~ ft. llIoru or 'lells tJouth or t.ha cer)t(:I'
line or 5th,',·S\ve. Total d1~tance:or,.1.1,Jt7.9 rto 'llore or 1e5:1. . ..'
. R/W .-Dlltek' ~1 vcr .J·~etion-'i'tent;;n noud'
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liMe or ~"ltl dc.arUu~d rltrbt.ot.WIY,_ i.·~on,fo1'alt"_:1"IUI._ .~~nA, p~~.'" ,pfaUltllll,l!a.' for bl,h"'·r p~rpolcMI
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'''''.'''::::':!:\E~':e~~!,,;I;,::~;~:t~:!::::~~.:;,,',. .. ,:,.;~;._.,;." ..... , ........ , ......... t.mn kllowulo be IlII! lu,lh'liIuill
\.1~",';',oI' ~nd lekuowledg<lA to DlO, lh"I.,_ .• ,_:::\ .•. " ••. _ill.'I~11 ~1I!t
i'", .. , ...... :;;;;.!!i~.~.:.:'-:; .. I ....... d •• Iui., • ., .• " Illid deed far (he .WCIf 41111 pnl"f!D1iCli liLt'roilln f\'ll'liliQIlW .
. ,~r.;;j.~,",r';'~i'o".i ;1~'~~! N~~··tb.~ d.)'~.rM(l~a~' ~ ~bGVI '~ritten.
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Tbc·grlllltnT ...... lwl·(·jn
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·bl}ll njl!\l ur 111'11;·111" !(I11('t.·ru~ III ..•....•. ~·.~.~:!~·:.: ... · ............ " ... Lt ·~f!ItN\J1I 0" 1I1~:jll!; ~UI nn!1 L'~'nhl1~ldlll':.11 )lullJic r!)~;l
. IIJtClUllh ...... :.. .: l!' ..... pr01n,tlt I rUltl .W~lif!h Is. h()rolnnfi~r tlc!lerlb«l. ~Oh\,"c!.:r ....... tL'~ejl~e •. " .•• amt fJllll.elailll ..
10 tl,o CUJlni.," fIr. . . ...... :.;.~.:·.·.,.;~ .... ; ...•.. on, ............. : •••..• .;,~ ..•. __ •. ~ .• .sl"hl (If W"~hluvtD1;, for Ulle (It.lhe Pulllill
(ure I','r, ll~ u. pulJ.lin ,·{mil. Dud IIIW11\\'IIY-, ~1I ir\tercbl 1ft 'he. tollowhlg ,iu(>ttlthl hiltl cntate, \'h:. r
I,ll of gl'ontQrsl'lght, Or Utl. to ,that pO~Uon 'of tho SW} .or
~E! of Soc. 2.1" Twp., 2J·N'~.4 B.II.II. '.(rux Lo~ 54), boglnnlng
"ttllo interseotlon DC the North Une oCa.I. Ro.d fflOan~ wo.t
line of EDl'lltlutol1 Oard~ns·01v. -No.1, thanee w(l.;lt·erll nlona
:3&1£1 ll. UUII 492 r t ... to· true' polnt or' beg~nnln~, : t;-;oncl,: 'I\·El.tturly
along ,.idN. Una. 115'ft.LtiJenco .• trlgh~.nngl.' th."Oto 71,.5.00
ft. to .outh 11ne p.s.e.R/flt· then •• i,orth ••• torly .long ,,/ltd
Un. to • Uno dral\'tl' paralleand 115ft •• a'torly from 2nd .
oour.tla,. tl\enca southerly .769 rt.-lIore .or less to -point of··bo ..
·.;)loninlSo Al~o known a.s tra.e,tB ·9 and 10 'or Sunsl'lt .!JOn'lQ Olll'dl.!l1:J
cu!:.t"c<:.) Contain!"ng O.2S·-.ao.l"fls-more 01+ less, lyint: wit.hin p
strip or lAnd 100 ft. In wldth,'lO ,ft. of ,uch wirlth 0610e OIl
. e-2Jch' sfde of tho following' de_sC~lbed e~ntor litul}
neij:lnnlnu ut !::nglrieer t .!s".·Stv. 106.01.40 6t .thu··.: No. 4 ... ~3.4·-6~
l>.in~ • point on the p.v,d we.t Valley Road no"r the .onter
or Oovt. Lot 10,aoo. ?,4, ,Twp. ~> N.R ... E.VI.II .... thence 11.
"5"17'30" E. »96.00 n., tlnino. to the right .loo~ ,0 CUI've
with Hadlu5 .57JO ft. 8 d1stance or>1049.Z0, thence N. 75°/.7 t
E. 3880.90 no, theno. 'to 'the ,left 8100S a our ••• '!th Raolu"
3820 rt .• rtf stan •• of 2072.20 n., ~h~noe N.·1,4·.~5' E. ~l'!.?lI
ft., t110llou to the left along _8 curve· with Rlldluu 716.30 ft.
l:l distance or 561.50 ft. tc 8 point on tho centol' Una or ~lldt}
St. In Renton, sald pt •. bein8--35 ft. morf! or l~:;::: :louth or tlHl
o~ntor line of 5th Ave. Total d1stnnoe o~ 11,79 ft. morfJ' 01'
.. tOIf~th~>t wIll! nil' rll(Jll to lUake IlU Q&U''''l'~_.h;:p·~'f&~ out ... ~d ;UlII UJ10n t~CI.liuttJnll' ~t~j1e~r ntld Gil till!!"
.-. ",.h" or lIllltl dONorillcu rlght.ol.\\,n)'J in cGIIlonn1ty willii "'aDdard pl ... &.d. ~Du.UMUJ/e~ b~g lWR,yt"~~"'
" .. ILilll to tho HRDlO o:lltent 'Ad purr ..... ·If · ... e dirh"t. h_tel .. · P'Q~ hid ~.'I ~IJU ~ . 1 tlbllllrlUlI!ll 4111
'. }lro(!()etlll\~~ undrr Y.lJllntnt Delma'" ~~f"leA-of tlie ~I.t •• ' " .. h~rtoll.
Ntuntt;'d hi Ilr~ C(llPll~ .. f... ......... ~.;5,~!:~~i~: .. _ ... : ... ; ... " . ...:.:.~';.M ..... _ .... 811'.8 0' W .... 'n;lo0., .
I)att'll 1I1i,. .......... ~ .. ~.~ ............. d.1 t'r.~ .... :: .. :.~?:~\?!.~~~~.:; .. -.... ~: .. ; .. : ... ,,:· .. ,,·:· .. I A. O. I(L~~.:
.1" 1II .. 1tlJO'\\,I~ \", I.I~' (ill' 1I1.Ii'hllllll .. ·
d".t'ritw" Hi nlld.,l~::liz ..... C'III~utfl1 t.be .,rithiQ bnlnllll~nt Mad Iil:'kll~wl'edBrd to /.IH.' 'hilI ._ .... :".; .. ..:; .. ,.,,~I!!"nr,1 1111,1 .
. "e"l~d-'~'fI' ".U!' ·~.,::,~U:~:t'f.:r''''.:f~·-~~~.~{lhiptarl Mt and:dft!cl r'JT Ihe USi('~ mid Pl'rf1\l~1'1\ 1111'1't'iI~ lIh'lll\nUl'ii .
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,.J .. : ",,,h', ,,,, ,''', "'. Ei,;lI,t. .. 11 \Uldre.d ... ll~~~y., .. !.tQflQ .•. (K!1.:;.P.I\1i~.t.~. .._ ............. J'r'II"N·
~lId 111~n ur "('II~'lib; In n ... l'r;J(I 11l ... : ... hlm,~.-.. "',.' ... ,::~ .. '''.: .. I!y rNlwlI' (If layluJt ""il ~1I'd (,~'./Ildl~1111I1!' 11 l111h11" r{'~d
._.;_h.l.:d ... :, .. 'Ir.4)li"rt~·, lind w'll~h ,h 1If!~"I~JlI:~ ;1~1!'ri~li'd, ilOIl\'t;._~: .. , 1'(ll~'Ji.~ .... , • Oltd fJ;lit.eilloim ....
,.r,;~!{..;' .. ",,{II}\IIlI." (Ir.. .,,;n.tt~ .. ···,,·.··.--·,·.;.:'7'-:~'·_~··:.·,';·,-·.··:~~~.',0 .or·~~~"_H'II11lfh)ll: (1)1" u},'.) ni' "1'11';11111,'
, fllillt IlUhllL-Mlud ,tllIl h)glm:H)\ lin hlh!r.l't;t in tll(> ~~I.!~wlu:~·II~~r!lM:d r~al (,lj,lnlll, ,'(7" I
or tUJ.. ,to'tbat-Pf!!"Uon_ot_ t.h~ ail.or .• ~rof 890. ?J"T. 23 N.,
_. , .• _,.. ~.,.' ·I~t. 5) •. b'rlA.lAsh ,~M .! .t .... ocu ... r·. t.Il. '.ott!> .orrln .r Bond
~111::\\~::::::::::t:~i;, .Uh. u. •• I.t 1111. of Ilarllilito.IianI .... "'41UOI1, ll1 •• 110.1, :.) "" •• , .• aid ·.orth ..... lA4J~ ft. ,to.\i'IiO p.lA~ .• rb'glnn1ng, tha.ao
.'!'<'oost""ly·-alontl' ,aal4 uort.h ma.,.,b -;7' tt.t' .thOu,.-hDa:-therl;v at rl,gh\-anglu th';"& w
to' .outh Rjg llli •.• r •• 5.L.llji.,tb ..... ;· ... hrly al.nS • ...,. to. 11"
E II ":.par"lllol and.--!,-{ ~t. ·a!i.t!~11 of-860. ·Of1d. -,co.~. 11ft hf:ri1D.' ~. ~l1ao 80. Uth •. r1 Y. 760.1~.' :!lor\"!
point or be,1Minr.· ilio klurta AI) trt;at, .. ll or· aun .. t Hol1tO·,Oardil;..a, hlllr£to.)
L:(';C,ont,"~nhlg' 2:14 1L1l .... a;ore 01' 'b ..... -17_ba w1~h111 a.-_trip of l.nd; 'lOJ ft.-in .1.t.h,
OUU!I width _bela&: OD •• oh ~~ 'or. tllt_ toUo.1ft, ·de:codbad ael:'~'~ lillO' ,
FO,!:!~:n~::~ •• !:agln."I. su. 10/H01.~otSur •. 5o. 4.~J.4~ be1lig • point on tho
.~ Valle¥ioA4 ~.Rr the center or Goy,. Lo\ 10. Seo. ~4, T. ?3 R., R. ;. g.~~¥.
65G:l.7' ,()ft I •• 3396.00 tt.~ thtllo. to tM right alO1l1 8 CNl"VtI ... U.b rndlul
• d1ataZloQ of '!.049.2Q It:., then" I. 7,°47 , E." )990.90 t't •• theflatJ to the
a ourve .itb rnd1UI :JS20 tt. ••• clbtAnce ot_m~,ro tt., tllll'IQO N. «oS5' t
t.henolt to tho 19tt .aloDi s-_CUM'e dth rlldlull 716.30 it., • dlE1VlnclJ or
to e_ pout em ~. aim-til-Uu,' ot I&.1D-St,. lD_Re:atorl .. :lln14 point. buing 35 t~.
aar8 leas' lo~th ot tb, oantar 110. of ,th ive. TDtal d1s~o. of 11,~?9 r~. more
l.n. . .
i/W'!~ Biao~' IUver Junotloo-iant4M Ilop,d
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1"".d""'I.a\'~'I.'",lll,. Wi:r .tlt.l ),fra' IIrd .bO". wrllh',I.
': • ".,' .. : '., . ". :.... '. "c.~ .. ",~:o:::::c'( g . ' '.
~;tM"lia'ii)U'.!o~R:~ ·l~~·.!h~ Slllle ~'·'\'~c~~.tO~·;QII,dll1"~""'h""~~~.o:.' .~: ..... ~ .. ' ...
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First Amr-rican
Title insurance Compan.F
NOTICE OF MISSING DOCUMENT
COUNTY: Xing
RECORDED DATE:
RECORDING INFORMATION: 3507158
ORDER NO: :]Ires 291590
EXCEPTION NO.: 12
Please be advised that the document listed above
is missing from our plant.
First American is attempting to obtain a legible
copy of this document. It will be sent to all parties
upon recei pt.
,(i
--+0
--------------------------------------------------------------------.............. ~!!---.--
~.~----
500'7171
It-II'
TIllS uasa;HiOk&. .......... ,6 et ..,... "-MC""
........ ____ ~.~r~~c~~~~~.~~~ ..... _1.~71111'~·~,......r!lILJ ... !![I ... ~]+!~,~ .. ~""_' __ __
lIe:rel.fta(l.r ~ .. 11ed tlt.. Graat-oTS-. ~rt~"" u... (ir." peT". PUG£T SCJUNO POWER ~ LIGI{T
COMPANY ... JoAa •• _c:bu •• t*.. ~a ... CIB. __ t-'ter eal~ u.-Gr ... ~. ~rty o( thoe .ec....:l part •
.-nd IS fP/tlE""XP ~i£?Ir.LL_,.N·'·$&U£A Jaer.lD.after ",a.Uad ~ Mo ..... qee. ~rly of t~ third
part.
Vi tTNl!:SSETH,
Th.at lbe-Cr .... tDr~ lor ..... d 1..a corIo.idera"l."., nf the ,.\Un of _~-------------------
====== __ -_-_~------~ _ Doll ... ,.,. ($ _LOO.
o.odt oLh.,. ... <I"..al .... ble con .. ';'cUor.Ucnoa. receipt. of wbt-:I>. I. hereby ack"o-ledged. he..-eby convey
~ grant to t.h.,. Gr-lU>t.ee, it ..... cc .... or • ..nd ._.iSh,. U-rt8bt. privilege and ...... thority to
o;;lru<:"t, .. r<"et, aI~r. irnprov ...... pp.o.ir, operAte and ~lntaln an .-1 ... .,l.ric t.ro..n,.rn;.651o,., ...... d distT,but.or.
lin.,. <,onai,.ting or a .. .a.1.Jlc:l.8 lin" of pol,,~,..-ith nec" ..... ry b ... ..:: ..... , guys And anchars;, and Co pl,H'"
upon Or s\.J..&J>'"'nd from .... r:h p ........ tr&Z'l.arni,.",ion, di.trlbution and ~;,gn&l --' ....... , in"ul"tar., C'ros."._"rn'~
tr",:,sf", .. ",,,.,<:: and ott...-........ "'",.s ... Y or CDnv~ni"'n~ .. p'purwn .... c""-s ... (' .. o~,.. and ... .,on th,.. I''';'''''"nl'l
d.,. .. ·C'rit, .. d lands And p""Tniscs "ltu.t.ed tn the County 01 _____ ~1...M-
to-..... ·;l·
That ~rtlDn o~ the Henry Meador Dob~t1oD CIa!. No. 46. ~ltuated in Sec-
tione 24 and 25. Township 2, Borth. Range 4 T~st, W.M •• described as
folloW'!! :
r~innlD« at a point on the east libe of ~aid Donation Cla1, }4O.00 feet
~outh o~ the Dortbeaat eorner tbereo~~ thenee nortb 87000"27-vest parftllel
to tbe nortb line o"f 'Said DonAtion Cla111.. 924.00 f'eet; thenc:e '!iouth 1'102'5"',"
.... est. parallel to the east l'.ne of' 'Said Donation Claim. 1.2:31.69 feet. "IIIorr"'
0-less. to the nOTtherlT l1ne of' the City of Seattle Fow Lake Pioel1t"e
Pight-of-Vay~ thence along ~&ld northerly line south 87°11·02" ea.st 6.6 " feet to & point of CUTTe; thence alo~ a cu~e ~o tbe left. haTl~g a
radIus of 122.55 "feet. a dl_tance o~ 42.82 feet; thence co~t1n~1ng along
said northerly 114e north 720 47'2)-ea~t 725.17 feet to a point o~ cu~e~
thence along a CurTe to t~ right. ha~lDg a radius of 9~5.QO feet. a dl~tan~e
of lc9.P-? feet • .ere or 1e_tl. to the intersection of th~ east lin", of
said Donation Ciala; thence north IGo2'51~ ea~t. ~ong said ea~t llne.
926.,4 feet to the ~int of baglnniDg; ~itUAted in the County of Ki~.
State 01' ".ashington. (Conta1nicg 22.78 ac:res. eore or less).
va_ ;.-.
-r. ~ ~ wI ...... __ .... _,_ ...... ,..·._ ............. --"'-'.1 -
Tft8.etlo.r ........... ~ d. ..... ..:.. to .......... ,._ ......... ~ ~.-' laad.a 01. 1M-Gr~toT
for t_ ..... '1"..-q( c~ .... he: _ ................ ____.. ~"r"", c ....... 1o •• pat.r91ti ....
__ ope~..ad n.. . ...s ... n.M .............. .--. .......... wtr.. --a.ppa:rWD&liC'U from
....w l.a.t. ••
Ala" the ri4li1t .t ..u tbne. to cut all brualil aDd Unot..r. _d trino -.II trees .t..ndlna or I!:row' 'I
upo ....... td t.bd. which. In. t.t.. oplD.i_ at Uw G ... "" .... c~."'""_ .. ,..... ...... ce Dr dar..er to .aid lin ... _
'l"be Gr_torLn • ."",., "'.t1' a , •• CC ••• OJ'"a e-r .... l •••• c_ .... at __ d ........ _ not to do any
bl •• dnc or dl.c~ .. any eltJl!lo.l ..... .nthba. dl.taDce vi Urt.re. bo.aaIi ... d :',]0) f ... t of .... 1d lLnol! without
,tvmS re •• lI;rD4ble lI.CJII.ice u.. _rtttaa to tM Gr..-... U ..... ce .................... i ...... tnte .. Uan so t" do.
Tl.c FilMa. prlvllc~. __ autllort.q.-.... by ... ___ ... ball con1.illlu.. .nd boP in I .... <:~ untH ", ... :h t"n"
_ tbo: w..nwe, it ...... e~ •• o-. or •• atp.-. ... ball pe-r-.-aUy ... IIn<'V<I! .&Jd p:>lea, _1 ...... alld appurt .. _
...nee .. iroPlo .aid 1 ......... or shall O!tM ___ i •• per __ II.U,. abandon .a~d llf\.e. at whiCh d"""", .. U " .. .-h
riEhb. privilears $nd &u-\bQl!"ity b.o:reby ara.p\ed "ball t .. r'l'nh •• t..r.
I\ay mort _.".,. 0 .. said land held by t.br Uo ... t ...... e ... hereby ...... bordina1.oed t .. th .. ~18ht .. hrrr''''
1iI .... a.n~d to th~ Gran""''', b .... t i.Q all oU>er ..... pe-et. thr .aid rnorta ..... "hall T .. ~in .... r;.irnpair .. d.
IN ,.'TNESS W}£REOF', thi. instT~ .. t baA t:...-rn .. ..,.",ut.d the day.nd yr ... iir .. t .bo"'"" ...... 'It .. n.
=--=-~=-=~-=--.... ---------------... ----------.---
~-----:=====~==::===-~
'.
STATE CW" WAAHL«ii0i4.}.. 'c~.·~ ••.. ', •• _
COUNTY OF ... ~ ) .-
I .... ___ ~ .• ""'*'-,.~ .... """" eat1Ur ___ au ~ -Ib ~''*LliHb._~ ••.
• .L. _ '-P"'"-. ,
, • .s::r
, ",.~€.
.««.(L t4 "'':'-•
.......
~-----.----
STATE OF WA.SlflNCTON. )
COUNTY OF ) .....
" I. thr un'h.rs.S....,d •• Natary Public, do hor:..-"uy c",tily ti .... t 01> lhis ___ _ d~:r" of -
~T"un ....... y__;:I_'~--:T ... d \:"'(0:-0:: nw:~ ____ ._ ... __ ~d
._----_ •. _-
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",nc 1I.("kno .... ·t.,.dlt"d thac ___ ._",il;ln.,.d th.c s .. _n-.:: ... s;~_ .. __ -.fr~ .... nil ~'olunt"ry "ct .:.rd rl~· .. d. I"T 'h,'
... nd P"'PO"""'" lh ...... ;~ rr'II"nti.o ....... d
., .. oj .... .-rn~ hann and uffi<:;,,] "<,, ... 1 .n ... da" .. "d v~ .. r ,n thi .. " .. r~ific .. t~· ".,0'" . r,tt._f,
... r ., I! ('I'
,.('c. ..... I \ ur~
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v.. ,-\"HIJ'..GT0", .
.r~ ... '-
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tho '''rl,or ... '''''. th ..... ,,''-Uh·..l .h~· ""'thin and 1<> .... Koir.8 • 'strurn."nt. and '" ~n." .:, •. ,t ~",_l :-,~ll-"".·
101.>. ,h.' rr"'-" ... d ",--,I .... nt",ry A<:t. Ann d.· ... d of ", .. ,el cOTp'-'t" .. tion. jor th .. " ..... ",-u )-"",'''_''', tlo.·,."
rrw-nllon,·d. "no ..... " .. th "t ... ted th.&t he ....... s "uthori".",d to ,,"xo:-cuL .. · .... id ins~l" .... '--ywn' .... "d lh .. t ~"'al al1;><"<1
is th.,. cotpo .... te ",,,,,-1 of ..... id corp<,r ... Uon. ,.--." .... ·~,1).l:!lY~SS WHERF'OV, I have ho. ..... unto $<'\ rny hand ",nd ",flixed O"I~' offici",1 ~~'d' thO' d"y "r,'~
~,;.,~·:;.p~~Uten.
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o
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IN TIll: aTft8 OJ' IT....,. s __ ~ _ 1, _. 88 110. i 2-K to Jeri:.. PSH "0. 2 in Rerlton
tor aDd in oon.1.d..ratlon of the en .. of - -... tD JJitI 1I0111rtJ.o.OO) - - -DollaT'A'1
ben,by CCII'l'ny and wrran't to th. !TAn or 1IJ.91lfarow" t'oUCJllf1nc ~Nl"'ib4d. real.
.. ~"'ti!t .1t.a"t.ed in Knro Cot,m:t,.., u t.be State t ~.-:, t.o the 1lI,u,a
ext.n.t and purpo8e ._ i!' the r.icht.. .. Mre1r.. erantftd !!.ad bHn ...,ured 1Id"Id.ar !111.nent YlmIIain
s'\at.u:t4 or t.he Sk_ of Wa.hin.&t-on:
Al~ th&t por'tion o£ tr..e tol.lawini de~cr.lbed Parcel "'A" and' liS'" lyj.ngd~·!the followini
deBcribGd Lines 1 ana. 2~
r.:;. '-E 1.: Beiinning at. .. pol.nt 1.00 t_t. NorUlvl,.-when ae~::t~~d radtaUy !'rom tJle cent~::
li,,· of Pr-..mary Stat.. H.i..Chw.a.r lfo. 1 J J~t.. 3M 1(0. 2-M to ,T'Ct. 'P'Stf "JiTo. 2 tTl R«ttm, l!!aid
point t.eiOlI opposite Hi.c~ Bncin_r 1 e Station ll7-tOO; thenee iles"tel"ly, par.U~1 wit.h
said cent.e-:--line to '" point oppo_i:t .. H1&hwa,. Engineer Ie Station 1.1.J.h-4{X)1 t!"J.~C~ .ortherly
in a straiJht. line to the Sout.h.rly r1i:ht-ot .. way line o~ ~.8ting Pr1tuIl"Y State l1i~.y
'lu. 1, (RE) and oPpoG:ite _aid Highv.,. ~er '. stat!.. on l,I:sh<tOO; then. '@ SOUt..'nIel!lt .... rly
along t he Southerly rilbt.-o:t-vay line of -.aid Pru.ary St.at;e Jl:!£hvay liTo .. 1, (R":~ to •
point o'P~e1.te Highway Enc1nee,.tll Station llsO-t{)(), .nd the ~nd 01' this line 1 d~~ci':-.tJt1on.
I
l:'E 2l Bsginnj.ng at. • point 100 teet. S011t.herly when me'Jl't!red radiallY f .. OfI1 th,:, e<>~~l"
line of Primary stat.. R1.paY No. 1., Jet. SSH No. 2-H to Jet .. ?Sf! ~o. 2 in Rent.on, "a':'d
f',)ir;~, beil"'.g opnollite Hiehway Ee:r: ineer's StaUon lJe1400,; t¥n~ W'est.e:rly, pan.ll£>l vit'
s<J.i::l center line t.C':I a ~ln"t. oppoeit.e Highway Inzinger Ie Stiation Ih~)+(X) an.) thP-end r;>!'
t~.i8 1":'n'~ 2 de3cription.
PA '.":";-"A"~ T: .. 1.t port1.:J'f'. of t!-",c' Southwe:!t or 1::.;"" 'Ncitl1~St. ; and till':" ~,rt.hv~.:.t "r
t",: 50dtheast ; .jf .s~cticn :!1tJ ·Townshi.r ::'): "!r-t .. :>..:t.-lfi:~ 1, :-' ;<5t "i."'., j.-.scrit, .
:.s !'o1~"Jws:
~o>l:in.'"l.\nb at. t,i,e inte1"eectl,.J:) of be north 1TI¢-i::~!1 of Sot.:tt! 15}:--o :=':tr'~et VJt.'.
tJ,,~ West bJ'lJ'ldar-j" o£ C. D. HillMan' • .8a:"l~.n~n ';u-d"!THI Add~t!.')!1 t tho<! Cit. ....
n~ S."n.tt.-L"', ;)1V1s1n'l'l No. ls .. per plat ~co!"kl.l'j ir. ·tlol1m!e 17:lf 1a"t.:!. !.a~~
'1hJ rUJI."Iin;: 'thenoe Westerly along s-tt.l.d ~ .. rt.t: 1JIUlT'.l:!'I, )S_l .r~f'-t. t, .. 't,m~ t;"'W€-
point of be.l:1n~ of 't.:ie tr;.ct o~ lllt.'i hpl"P;in 1.~cr~t>ed; ~';oI!~a~ otJr, .. ~t""~"'n
:'n*t-J1"ly U~ll"li: said No"{'t .. h mru"ii;in U? f ... ~t: t'"1t!''"I':,' ")r~"!lerlJ a" rtg:.~ al1~le:!!
+.0 said S,,':~.h J..53rd Street, 769 t<!' -:, mort..· ('r ~es-!, t<. t~j~.' S"lllt,erly ?Ml"'ii:~r
;.)f tilt:l r-':.j!ht-of-vay o:t Seattle Renton .;.ntel'"'111i~'1r: ~i.b,a .. j"; the~('1!' ~ur-l"lea.lc"!"'l~ . .:UO~~ :J;,.:.d SO'u_t!lI!'''l,. lII&t',-in 1:.0 ... 1 ~ne nr .... 'n 'i('1"'u,a~ly d.~ r~ ··~t ar.~l ... :s t ~. to'
:'<l~rt.n rnA.r~in ('I!' :5';ii"! S('>~lth lS31"d St ... ~~t t:-.'!"" ... :w~ W<:'! true-~l.~"t cf ;clL~ .... W':""':::
tl".;:o1"'JC'" S0~t;:l>:rl·, al;)r:", sli.~d 1.~t d.S'C'l""lt .... 1.· 11,:ne, 7~·; f':3. ,..t, ",(),.. ... ~,,,. less, t;'l
"""~.U t.r;,l€ f'o!.'l"t of L.e~i~~tt16\' (IJ.S(' !0l'1'\0!"'~ A::' r~ct~ 11 and 12, Df 3t.."'l!!et '~{li"'-'
~.:u"d.,n.ll. an u:nr ... coroi(!d rlat,; ncv:n f<ll"t:O!'1 incl'~'1 • .i..t.hin Rla,-." R.:'fer
J'lnction-Renton Ro"""t, alS:0 kn<Jllr.'l. a!!l $scoJ"rl."uO'y: ~t.-te '"!i,lnv.,. !'to. l-t! A!...<:;'.~
rhAt r"..)r·0,,:,··~ "f $f'C't;,l'"l :?:.., 1'ovn~:-l, ?3 ·.r.-,-t·:I: P'i.l'"!.>!" ;
follow.!! ..
.... iin1"1~n ... ;j.t t.nt! "!.nt~~~ect_ ... r. "'1:" c." '··~rtL ma··,-· .... (If ?..,rWl 1.~.J~ ~. d .. ) .. 1
Survey ~;'.'. 1142 (~Q"Io( s.out.-: l5'3r:1 _ tr~et.' w~ t~~ t·."!l ~·l@st L,;'Il·,d,ar, ,,):' -:::. ,;.
'~i11Mnls Barlincton ;~.T'de:""1. i.ddit.'·"n t, tf'1e jeity of S-e3t.t.1e, -Ji .... :..l T·· ... 1
.<t"l per plat recorded in "lclUM 2.7 of :·l.ts, page 71..r., ree.~1"d8 of !l.jni ;'I'l;,tv;
r-"m'"l.if'l5" thence Wee:w~l.y ;oJ long th,:, ·:.)!"'th _rct;n L92 re~t 1:.<: 'th"! true PO .rr· _~f
beciil""ing or til. t'l"act. of •• :nd hllltrein descr~ded, t.henee eont1.nu171t;>,: WMlte! 1 '-J
Al.o~ !!laid NQl't/". lur&"in liS feet.; t.hftnee Nor'therly at ript w.gl •• t.-, tt'e .
\,··..:::r-t:. ~&1n of !!!IQid :!"Of1r:l. 7h.5 r .. t, ~e or 1esII to t.he Sout.n line (If t.!i",,"
righ1:.-or-way or Seatt.l.a R..n~ Interurban R&jJ.~; th~ Nar'th.~;\!Jterl: a) ~
s!li.d rij;ot-or-way to inUtr'~t Yitl"'. a line d~tr.'i Nort.ilerly ... .,-::1. at rl.&i:1J a.'1,;1~.:'l
;"0 !!laid ),!"ortb 1 in!! of Bond l1!!aue R~ No. 10 l!'row: saId. tru. pcir.4
, cf b~l 'l~
:\.!.ni; t-henos So\tt.h.er~,. a1.ong aaid Ial!rt <hseri;bed, lil'le, 169 f'eet, acre ('1;0-
1ess J to t.ht't \.rue point. of b41c1rmi.ncj EZGKPT jthat pr·rt.: ·'.1 t..llereo1' lyiO,i
~ort.hQr1y of t..'le Sou:t.h.rl,y .li.nlt or mack Rivefr' JU"lct.i~Rent.an ?o'l-d. &.lao
known afo Sac:mdary State Hi&h-.;r 110 .. 1-L tIIlstablisrl£"""': bv c.p.ed r~e()!,,;,.'1~d :~nde':
Auditor'1I Fill!: Nv~ 2'919h90; (.u.so D:Mf AS iii. 'POrti0!" 01' : ~U 9 '1l"!d 1::' of'
SllMf'!'t 7;, ..". ~a.-v..n.sJ an unreeOT"ded p1at. lyinij Soutner!y or Stat.. o.;i.1i1.'WB:"i
':'2,L ~j 1':tUHA 111 the Git.y or Relnt.on~ Count-y o£ ~tlil, E't.et.e of was··in~("t:l.
·a.rCt-'l -17b09 I
I
'::h. l.andAI M't"ei'l t)o~ (l:on'\&1.rl ¥l'~ ..,.... ot S7,.)OO 1IClIwa$ teet.. :.or. or 1 •••• the
IH'leCiiic det.ailII CCftOsrn1ni: all f4 wh1.ch .... "tie be tome! ~'tIr.b t.bat. ccrtAii.n IMP of' da-
r i nl t.e loc&t1:J1'\ llCIW at l"eC 0I!"d. and el'l t1l.. :1" ;... oftiM ~ -us. :D:1..I-ec ~ o:r H1&!nr.eJ'll • t
,"'Il.YJ'f?i&, an.d bearing data of aJlP"'OV*l )Imoek 6, 1"*, J"e'rl.:lJrild &.pt.dller I:..', 1.962, and the
c!'r~~rli!"e C'~ vh.1eh :b alao shown. ot reoord. 111 '1'01 .... 2, -,.;e 181. or Hiemra;:r PlAt.a, reeer.1:t
o~ ".,!.j Gour.ty •
. .!..;.S.l, tbe Grantor3 herein oonTeY and warrant. t." tba State nt Wuhinct.on all ric:htA or in-
g!"e-llls aM _cress {including .. 11 a::1atinc, futuro at'" potorttw. ., ..... nt. of ~("O.JII.J li~t,
viet.' and air) to, tl"om .n.:1 betwe.n PriJllar;y State H1C:hvay:Wc1. 1, Jet.. SSM \40 .. :(-¥. t.o Jet.
?S'r ~c. Z in iient.on, and the r .... inder o~ 8.il1 pa:!"oel. "·1" and ~E".
':':l~ l.~dl)tor!!l herein reeerno the ri~ht to l'~O"'. t.h. il!!prdvemsntll .tram the 1'!:m<i5 ho-""~in
~"",,..,~~., .. j, assurrir.;;; all .1abili'i:.y to ~r-30'l'l.S er>d/cr prope!''ty COruUlct~d. Yi't>" said r,..rn.oTal,
;~: .:1ny tUne 1.L"1t.l.l March b. 19631 how."m-, on .~.id date, 411 u.prOVtU_nts ~t T'orn.a.ininv,
0!.' ,.art ;..11.1 rem:linintJ u;.-On said J..snd.3 shul b.coiOa the IF'opel''ty 01: tb~ ')tat.e of lois:!
t..;~ <l,~:d a'il ri,;;!' s of tile arantora to said improvelMI!l"te shall then e._et} and t.erl"linat",.
l-!_ il!!l undt":rstood 1Uld. ac--.d 1:.ha:t the State or Wa3h1n,ton. it& Authoriz.ed .&ent3 "r .ud·an~J
s:,a~J hav4 t.he ri;zht -to ent4r upon the reuin1nli .b\lt;ti~ J.-nd.a 01: thcz UT .. ntc:-a ~ tneir
lIe'~g, vhlll1'"t!ll to aceollrpl:l,ah th~ reftClYu Ilr eaid 1l'ftTr",\""~-
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··_~.i' :--C" "'1 iq~ \ • ... ,Vnj \~t' .. ~ .-W'!' t1--:.!,'
• '.,(,). ;",' t,,' .l.-.f ,~" ()f" k"'t.' ',: ~~~I
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'th' ... Dc ... ~'nlb<.·~ ·i'~RA.NCE..s-:~~. ~IU:o...";ON r.., ·~OH'~--''''l~·r,~e!. ___ ~.
t'I ~1< ~
'!' , :"\v ~T.~....-n t~ 0,' t:.(," pl"~SlaenC --_!m~ set fEt.t. 9 ---,,---
of i:.t',e aorpol"aUon t.h.t!".x~\iiia 'the" !,O,",I(,;-u:;-,;-:nitrt;,:t.~~~&c;r ,w'l " r:-:-1--;:;-:::;r-Z ;--'-·
:~~t~ .. ::";,,.~. ~.' ";,,~~~ ~~~('-i~~:~/"'~~~t~~(,~~ ;~~~;:i'!~'~: ~~'\;~:.' ~'-r~} ;,~ ~ -.. ~:~:.
"'I~~' ~",,_.~,,",·,t an": ;':~T ~-':,~ ~eal a.ffii'·d:..l !·~;-:--:-~.~""~·--;~e .. ! ~
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~ •• -.C' G :;.:mt.o'[" I Gl.M:Um l".\ru~ CO~n"'\ll\' ~ 1\ tllnnoaota (; ot[llJrQ thm. (0::-m\11 in con::lldct'n-
c:;itU.:l.tcd in t.1I~ Count.y -o( Kinr., :..it~1:1;: of U~:JhinRtonl inJ;lut.llnf; i:lnj' Intcrc;;t tbcrcL-u
L-;licll CrOlntcr n.1.,y hc:r(!D{t:~r .acquire:::
:.11 thocc (1-Ortion::: c! eo ...... C:rr:-U::..:Int Lac. 10, 11. Southwl!st Quartet' of the
:;ort:heast. q".:.:1rtcr .olnd the Southeast Qunt'~~:-of t.hc ::Orthvcllt. c..'Uartct"
o[ ScctLoa 2.5. -:rQ"'p.'n~hip 23 :iDrth. R.:tn,se: II,:. .. ·:. U.H.I in lang Cour\ty~
:"."Ui-hi~tot'll 1}"1~ nDrt.h of: c. line p.or,aUcl ~r:d ,5.45~6 iccr; :narr;h,
~n5'Ut"Cd .alons tht: e.[1~t llnc of lIIa.ld Sout.]ntcIlllC Qul1rt:cr ~lorthcllllt.
~..:,c.=-::.e:;: C:l,'tl I:hc i..""Eccr:ac:(;c.l.ol"', u! tha E4tJt:~atu:. QuG~tcr lin~ or "n!t1
:;.cet.ic:~ uith the E.:I.!Jc .t.lne o~ th.~ !;outh\lo.oc Quct~cr Uorthcaat:
Q'.J.:a-clIl:r -=.nf! c.::t.c.t: of t!1c follo\linc dcc::1;'ibctl line:
I!c~inni.n-3 ne .n. ilD!.~t ... n tho Ul3t.-i-lCGt: Qunrtcr Line of 4nitJ !:iccticn Go
ieee. C.:l!O',; t:C.1.!.>u:-ct! at r~ht nOHlcQ fro= tho ca~t: line of Dutl1n;:;tp:l
:'Qo=t:;'It~:rn ri.:;tlt of \o'.Q.:li t.hartco not"t:hcrly 1100 feet: 1J.:1t'1I.11cl 1:0 :J/Utl
C.;J~t: -=--4;ht of \Jr.)." line of ButUngt::cr.\ HO:'l=:hern to .a pCLnl:.j t:b~!Uec
:'l.ort:ln .. '"efl.t:orLy to .l point: C::l 1J41d Ct\''lt rlt;ht: of 1./~y lint !.lltltlmt
2u9~12 feet. .!ioutlz nlo:t;; .:laid ca~t" d.pht. of uo.y Uno (roc lntcr:lcctio:\
o~ the: licnry a!.c.llcr Donc.tlon IAnd Clnf.::::a tlnd du..: tlnil1 cn:lC: rlr,ht: o(
~l'_:" l!~c or 13urlL"'Ztcn tlorthonl. And -..:nd. ot cJc.:lc.ript.lon •
.w-:ccpt. t.ll.O'It po-rt:!on thereof dClJcrLbcd 4HI follO\ltl1
:Jq;innlnS ~t the Lnterncc::t.Jan of the ::IOU til line of 1L:::1'r)' H:!ndl!r
[]():\..':I.tio:'l ul1d Cla1.: tio. 46 And che catll; llnc or eo .... crn:t:lo::nt Lot lO~
!.h~ncc:: .lIO"".J.thC!'t"l)l nlon.u. r:ho GA:l.d ClU,C 11.t1e n dl!llltnnca or 2!ioS.::1Il lI!O:t:,
t;~cncc ~J.tC:~l>" on ft -"tt'aL.!J,hc line to.a point on the C:~UI·t 11m::: of:
!iorthc:rn l'.lc!(ie I'.n! lVl1:; Co~:my rlt.ht of liny 289.12 fcet .tlouthcrly,
n=: n!:I;e.u:rr:!~ illenl; tl31d ~loht o( \.14)' 1 !.nu !rotl t;h~ ln~Qt".IIIcct.too or
~ilid ri.Lht oi ·JIlY 1 Lnc and tht:: a:ol\t.h Une of .r;..ald land clllJ.cj; thcn
northerly n.lcns nnid ClUte. line of Uorthcm PncLfi.e R.allunjl Cot=:ptl.l\
't"4;ht. 01 \.t.o.y "[,0 th(!: lIouth line: oJ: dllid lnnd cllliajj t:hc::nc~ c:11.Qtcr
.l.!c:t& &.aJ_d !lout.h line to the po[nt. of bCB[nni.n.{; -lind thE: end of
~ ALES .
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,~~-i5-6',s.-..: ~ ;' 'A y,-:t:-dct;crlptlon. ,,"' ···.""A r" 5J.V:;::~ A.:iD RESi::RVlll:;, hO'l.levar. unto gRld c:a:nncor. Lt.o t:lUC::Ct::fUlDr ---... ::e>.~o 4~:J4i.ntl ~ n11 01: the e.o:!l, ollt saG Clul·!nshand anD and n.l1 o't"oa n ' l.'\ .... '>... ......
::llncrcltl of every hlml .end n4ture: unt;lCldy1.,S the r:lUrf4CC of tho ... ~~~ ........
ll-reruDC:' herein ctlnvcyod. tog'CItMr with th03 lull rlsht, prl.vUcr.c an _'<:..jI '-.. ~.
li~cnC~ nt any cad 411 ei~D to ~xplo~. O~ drlL1 for nnd co pro~ce~1
COrt:ic.rvc:, c1ne, Uke. rCJ::::Qvo and g3:rJ:.ot. 4ny .and. all lIuch product:. In
any mr.ncr ""hich ",111 not; .c4C1&Q at't"Ucturtltl not:' d15turb tbo .ourCl1ce
not" lntc.rfq-rc .... f..t.h Itho U4C of the prcQL~aD ha;rlClln c::or,·/~yaLJ.
by ito: proper officer.ll and it:r. -c:crporll."to IHI'-Dl to be bereunto lI.!(txed thip
day ol
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'1975::
•
,. ',.' Ccunty of ~~~y
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On thi. -?a' , dill' 0 f _,-4.;2~-<-<"''j~'''{''~''..£:0<:l~ ____ J 1974 J b .:of Ora aJ. the
unde.ulgned. A ):ot.ar)" 'Public in and for t.ha Sent.a of H1nncea~J ~uly cC~~~lo"cd
~nd D~rn. rarlon.lly .p~eA~d
to I:I! 1m0\ll\ to be tho YI CE
4lcknovledged tho u,l.d tnatt'Uoont t~.be the frae. and·volutlt.aq' Get end daod
of 841d corpar4tign, lor the u~o~ And purpolal thQ~1n ccnttoncd J Dnd on oAth
ouc:.cd th4c tho)' \oIIH'C 4utno't"1:.od -to c:-:"...ceutc. the .aid ina.tT;'I .. rCllrln.c And that. tho
WlTIiESS ~ nand .find. offtc.1&l Ulal harotC) rLffLxcd r;hl!t day and yeAr in t.h1=
It, <0=1"'0" ... plru ",U", (f ('17'1
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R£COr.,:)3 6. ELEC";.OI13
K~~G CCIJ1Hl'. WASH.
FI LED fOi Record at Req uest 01
II."" e {D"'/)#<".r~ • .:;r~/C
AIIdrm ,,;53 .s~ //vq~X /f L,Ji~
.C: '=oArrL~ (.J-9J Ii' 7oY/L'/
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This iDdcm'turct • .ado this _l=-:":.:~::h=-__ day of November • 1978.
by and be~ GLACIER PARI COMPAHY •• Minnesota c01"pO'r'at.ion. and IlItOADACRES.
INC~ •• Washington corporation.
Whereas. by Deed "ted August 7. 1974. and recorded April 1. 1975. under
AudJ:t.or"s File No. 7SOCOIOl73. reeords of Una: County. Washington. Glacier Park
eo.p.ny COJlveyed cena:i.D. property in Kina: County. Washingcon. to Broadacres. Inc.
'Whereas. said Deed conta.ia.ed a aineral reservation whereby the GT1ID:tor
reserved t.he right of surface _try onto the pre-.ises for the purpose of li..i.Deral
exploration.. aDd the Grantoe has request.ed that tho right of sur£ace BDtry be
ext:illilauished and the Grantor agrees 'to 'the ex'tinguisidllmt of said right.;
Now, Therefore. in consideration of Ten and No/loo Dollars ($lO~OO) and
other aood aQd: valuable cousideration. the roc::eipt of which is hereby aeJcnow-
lode_. the Grant.or does issue this Co~ti01!. Deed aaencling t.ho ainerat reserva-
tioa. providlllfld therein as fullov:s:
SAVING AJtK) RESERVING. however. UJlto said Cr4Dtor. it:s successors and
assigns. all of t:..be coal. oil. gas"casinehead gas and all ores and ainerals of
~ kind and nature underlyiDg the sur£ace of the preaises herein conveyed.
togethttt with the full right. privilege and license at aDy ti.e 'to ezplore or
drill for. and to protec:t:.. COllSerY8 .. .:ine. t:.al::e. ~e and. -.arket UIY aDd all
s...:h products :in ... y -.net which will DOt ~ge structures nor disturb t.he
surface nor inte-rfere with the use of the p:ranses herein conveyed. by other
-.ans than by rlgh"t. of surface entry ~
IN WITNESS WHEREOF. said Clacier Park. eo"'lIlt)' has caused. this Correction
Deed to be c;JteC:Ut.ed by its proper offieen aDd its eorporate seal 'to be hereunto
affiIed this _-,l"" .. w,,,, ___ day of ___ -"liOV.,,"_ ... """""rL _____ '
CLACIER PAR.X a:»IPAII,Y
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STAn OF MINMBSOTA
Cotat.y of .... ey
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On this _...;;1..;6..;th'-___ day of __ No=v..:-=be=,,=-____ ,. 1978. beEara _.
'the unde~iped. a Notary Public 1ft aad for the St.Il~e of MinD.esota. duly
~ssl00.ed and sworn. personally appear.d __ ::J-'"-'C=-"'-.::""'."na=d:!yL-_____ ~ ... d
___ G_" _F_,_S_t"e...ci..;nh..;..;i_be __ l ____ ,. to _ kDowD to be t.he Vice P!'csld.ent. and
..::A:.:B:.:a:.:i"B:.t=an=t=-_ SecretarY. respectively. of Gl acler Park c:o.pany. the corpora-
to be the free and val,m:tary act aDd. deed of said corporat,loa :for tho USes aDd
purposes therein aeaa:t.ioaod. aDd 011. oath stated that. they were authorl:eci to
oxacute the said :last:r~:t IIIld 'tba~ .. tle seal affixed is the co->orat:e seal of
said eorporatlOll.
Witncs.s IIY band and official seal he~o .ffixed t.he day aad year first
above writ-tell •
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200 MIll ,\'-~.'''''' Suuth
ka>tun. W A """,,5
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AGREEMENT FOR TRANSFER OF WATER SKRVICB
AND PROVISION OF SECOND~~Y FIRE SERVICE
THI.S AGREBMBNT is entered this ¥..z.L day Of
;rn~~ . I.99~. between the City of Se~ttle (·Seattl~through its Water Department, and the City of
Renton (-Renton-) through its Water Department, collectively
referred to as the -parties.-
Whereas the Seattle Wate~ Department currently provides
water service for industrial ~d domestic use and fire
prot~c~ion to certain real property as de6cr~ on Exhibit
A {hereinafter -the transfer area-:, wbich is CUrrentLy
owned by the Boeiug Corporation.
Whereas Renton wishes to assu~ the obligation for
providing such ~ater service to the transfer area but has
requested Seattle to prc-vide a watl!;:L t.ap for secondary fire
service.
Now, tbe~efore, in consideration of the mutual benefit~
and covenants contained berein, it is agreed as follows:
1. As of May I, 1994, Renton snaIl assume full
responshility to provide water service to the transfer area,
including all of the then-present customers ot Seattle
r~ceiving service in the transfer area as identified on
Exhibit A. Responsibility for service includes the
provision of industrial and domestic water service and fire
?Toteceion in accordance with the policies of Renton and
State law, and the collection of bills. assessments, and
ot.her charges.
2. Renton shall be responsible to collect. and
promptly remit to Seattle at its own expense all amounts due
and owing for water services provided to ~stomers on the
t.ransfer ar~3 prior to t.he dat.e of transfer. Renton shall
apply any funds received for pa~nt of .atec services by a
cust.omer with an outstanding Seattle account to such account
unt-il such time that the out:stiUlding Seattle account is paid
in full.
3. Renton shall be responsibl~ for notifying all
customers affected by this agreement no less ~han 60 days
prior ~o the date of transfer Such notice shall inform the
customers of Renton's rates and the date ~uch transfer is to
be effect.ive.
4. Seattle agrees to provide Renton with copies of
customer records, hillings, books. consumption records, and
records relating to the facilities and property interests
transferred, includ~ng to the extent. tiley exist, as-builes,
design drawings, and maps.
• )
I • • •
liJ 32xll
•
•
• -
S. Seattle shall provide secondary fire service to
the tra.'lsfer area by providing a tap Cit such lOC;:J.tion and
specifications as are indicated on Exhibit B. Such
secoJldax-y 'fire service shall be metered by a meter supplied
by Rentoll and shall be paid for at the effective fire
service rate Such secondary fire service shall back u~. :-.he
primary fire service vh) -::h is to b2 provided by Renton ~L
shall oot be relied on as the primary fire service. Seattle
~~y for emergency reasons temporarily discontinue such
secondary service without advance notice to Renton, although
Seattle shall make reasonable ef~orts to notify Renton as
soon as possible before or after such discontinuation.
Seattle reserves the right to terminate the secondary fire
service upon nO less thap 18 months prior written notice to
Renton; if such termination occurs, the meter purchased by
RentOn if still operational shall be return~ to Renton and
shall be the property of Rent.on.
6. Rent.on shall at its own expense construct such
facilit.ies and purChase such supplies. including tbe water
meter. as are indicated on the pla:lS for t.he secondary fire
service shown on Bxhibit B. If either Seattle or Renton
determine in the ~uture that the water meter n~s to be
cbanged to provide efficient or accurate metering. Renton
shal~ reimburse Seattle for tbe expense of the new met.er
less any salvage value of the meter replaced. After such
facilities are operational, and have been inspected and
accepted in writing by Seat~le, ownership of such faci~ities
shall thereby be deemed to transfer to Seattle, and seattle
sball asSl.Be responsibilit.y for maintaining such facilities
thereon. Seattle shall receive fu11 warranties for such
facilities (inCluding the meter) as if Seactle we4e the
original purChaser. and Renton agrees to allow Seattle to
prosecute any cause of action in the name ot ReAtDn eo the
extent necessary to enfor~e any superior rights of Reneon to
enforce war~anties or remedy any deficiency in the design O~
the ~oostruction. CITYOrm
by 1:<J:::'"JY'~~
~ts Superintendent of Water
crTY .OF RENTON
by
'ts~ ,
.TIES • .. ,4'.../ ~ ~:a. Clq C1ftt
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CSTC SITE DEVELOPMENT
DOMESTIC a: FIRE WATER
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1.2:11.111> nn. lIVRE DR LESS. TO nlE IroR11lEIII.Y ~l~t 01' nit cITY or SEATrLt IIOW
t.AlO< ptPUUIE RJQIrr-O~-"'Y AS COlfV£Yn) BY D£W flI!cniUlOD m.1lEl'l IIECORDIIIG J;O
.... 1:.108·1;
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TO A POllrr OF ~:
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ll£Cuml"~ A'f' ... pOINT OF 11tTEltSE.CTlo.. .. OF 'hIE rcST LIJIE OF SAID HOKllIUST 114 OF
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~ SOUTH OO'~'4~-EA.ST I.I01.~6 F!ffiT TO THE SD\1T1I"ofI:ST CQRliER OF SJ.ID
ti'Ok KUST .1/.l
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SAID HCKTUEAST JI'. = TH£ ~ Ill' H1LlT :U J<nCn(II ~ ",Un: JU~ 1I17ClJ 210. 1;
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NItJ £l<CEPT TAAT 1'OlIT10>f CO!tVEY:O TO TlIl: CITY 01' RDITON BY D£~ I'ECOilDED ,mDEr!
RECOP.DIHC NO. egl1030alD;
DESCRIPT10S (contJnu.C'dJ:
P-UtCEL F~
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RAHGt 4 £1ST Ii.H •• Dt!.SCRlBED .t$ ffJU.tJ>IS,
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OOH"'TIO~ u.'" C1..\11I 1iO. ~G .0.10"11 nre. fAST LINE: 01' $.\ID GOVElU;II~ LOT 11"
TlleNCE SOUiIiEllLV .6.1..0;((1 SAl D EAST LlJlE %!IS .38 neT.
TH"SeE: ~LY 0'1 A S11!AIGKT LIHI: TO A POJ~" elll TI/£ £lIST LlfIll OF Tl!£ /lORlllI:RII
fACII"I': AAIL"",V t:O)!pA!."Y RIGIIY-ClP-kAY 2a".lZ nET SOImlUU.Y. A$ ~ .o.I.OI1C
SUD !lfOlfr-CI'-V.\Y LIm:. PlIOI( TIlt JlITDl5ECTIOH 01' I'AJD IIJClfr-(lP'-VAY LIKE IJ."D
'THE" Ii.OunJ l.Ufe op s.,.\IP DO..1If:AT Jo..., LU1D ~IM=
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THE."~ ~y A.LO:nIl SAID SOtJTn l.'lflC. TO nl!; rollfT o:!" D~Ol'mcntG;
CO SITU",7£: IN Tue CJTY lOP Rt1tTOH. t"tIt.':fTY g, KIHe. ST-'TE 0,. 1(A!mrJlC1"OJ'~
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UORT~LAST 11'. A..~ Tnt. SQUTlU! .• .sr 1/. OF TlU: J;O~ 1/". S'ECT10:-l 2S.
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FEET !lORn!. )r~'iURW ALOHa TIlE EAST 101m;; 01' SAID SOUTIllf£ST IH 01' THE
IIOl!TI!U!:T 1 • ~. AI'" T1J£ 1IiTEl/5&1:T I on 0 I' TlUl: 1!AST-1reST J/4 LINE DP SA I D SECTlOll
Wl7ll TliE EAST LIII£ or TIll! SounorcST U", DE' TIlE R~ 1'" A1tD &.\.ST 01' TI!E
FOLlJn<l/;a 1l=IIlW 1.1111:,
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'l1!WCl'; 1I01tTll~Y 1,100 nn PARALLeL TO SAID I!A!)Tl:IILY IIIOIIT-OP-IIIoY LInE: TO A
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DESCR;PTIO~ 'rnntJn~ed'~
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til (';(I~'T LOT 6. 5£CTIOS 2.&. TOlffl5HIP ~ 1=1. IL\h~E 4 Eo<.ST ".K .• LVI""
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":1fe soun, LIlia. -Of" 5410 5~1~ : .... TO THe: SOt.ml A9U"tH't..1fr or A.tt.UitIO..aeED aRrDOE
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ALSO .. A Sl'lttP 0:," %ANO OR TIr.t £,A.:;rERt..y fiitDZ:: 0,.. THE F1:II1:.t'fDt rUta:T SOlIND SUORE
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NGirrfl. RA.'>G2 ~ EAST If. K.. OESCR I 8&D AS POr.t.0w9.
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T H ~ ~ L.! NE of THE: KCST 'W'£STE.RL Y JItA I,. "fMCX or BURL I HOTO.."1 ttO.ItT1:l..EftlI.. I.KC ...
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1.0~e: no;
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TtfC'C'iE: SGt."TIlERLY AL01iG A LIH& PARALL&L TO A.VD D1ST'Ah-" 20 P.E£T EA..S"l'E:FLLV T'D SAID
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D'E:GJ UN J.tfGi •
J::XC't.PT '111,",7 J"'DRTJo....., 7J-I£..fCLOP CCH'lI&'Y&P TO nIt: STA"'J'.E Of' VASII:UtcTDN 'OR nIQ:I'rw'AY BY
D~£n RE:CO:J.':DEO tn."oESf' Jteco:ktJo ..... c uo. fl.121"OOIC;;.
SITU4TS III ... E. CITY OF RE.'ltC!1. COU'ITY 01' KUm. STATE OF " .. SUIIICTOtl.
I'o<r-12
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THA.T PORT50H OP SaCTJOS 2 .... ~S'UU· 2::': 1::oaTH. R.Al'fGE C :e..asT if M ... DZSCFHDED "",5
POLLOWS.~
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(ALSr 1Ci0>0f AS mI""D r SSIlE RllAD tiD. 10. SUlnrZ:Y NO. 115" I. N I TJI nle W'l!tST
!>OUSu .... '1Y OF C,O. HILuv.H·S ~1.-1f;(ITO." GARDElI'S ADlIIT!O," Ttl nre CITY 01' sEATTLe.
DIVISI~ tlo. l. AS PER PLAT hSCt!lUIED UI veLma: 17 01' PLATS. PAGe 7'. R£CORllS
C!' )< 11«1 (Xl ''!fTY; == Wl'S"IQ<LY ,f,LDtfO SI,IO 1l0P.:l1t HARDIn 3!lO YEn TO nre TJt\n!: POItrr OP
Ii wI ICIlli'G ,
=CE =IInII!<G WE$T£ilLY At.O!iO SAID 1I0Jln! KAffilIH 257 PI!E1:
n=t= IfORTHClL Y AT '" I GIIT .... t'«lLES Ttl SA 10 sotrnI 1!53Rn STRUT TO TIre SOtnltERLY
>URalN 01' nre RJOItT·OP-'u,y 01" PlllKARY STAn tflOmo-... y flO • .J. AS ESTA.aLJSHED flY
DE:ED~ ~coaow -tnroER Ur;'U,ff.gJlro .H'D .. ':"::5:C07l15i
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OJ-13£,.0 1tt."U'NG.
=ICE snllTHERLY 1.1.0);(1 SAID LAST D£SCRID!UJ Lun: TO 'TIt2 nlUe POIUT 01"
DEClIt.-"U'O.
(!.!.SO B;:ING 1C!I0l{!1 AS TIUY PORTJon OP T"JU.eT:. o;-c JO .-U Atm J2. S!mSiI!T HCIKE
nAAnEnS. ACCORDING TO nrE t1:<RECORD£D PLAT '1,,£JtEOP. LYIIIG sotnlll:Rl.Y DP PRIMARY
STA"tZ. HJGtf\(",V ttO ... J) =
SnU1.T£ 111 TIlE CITY OF REllTOll. COUIIT'o' OF 1(1 t:(;. STAn Of WASKJliGTCU.
DESCRIPTIO~ tcg~~lnu~d}~
PA'FtCLL J ...
T1L\.T POJ'tTIO.N O}l" T1l£ ¥"Dt...Lowll,g DESCRIBED PflOp~ J..YJ);O SOUTH£"'"ll.Y O? Tlt£
SDt.n""HULY l.un: OF n;L...l,.CJ( "'VE.R ..1'U:;CTI~1 RO-AD .. A1..SO ~ J\S SECD!i'O.UtY
lIIGHI<AY NO. 1-1.. AS co."'VEYED IIY DE£!> "ecolUl£!) m."ER "&=1<01IIG NO_ 211J1>483,
THAT POII7t<>.~ or =!t SOt1TH1f&ST ..... or rnE ./fORTIIEAST J ...... MiD OF Ttrn: J;ORT1tl!EST
1/4 or 'nIE St)UTHEASi' 1....... SE.C'TIOJ1 24. TOIil'SIII" ~ 1iORTI1. RAN"" • EAST ... H ••
PESCRI BEn AS FOLLOWS,
t>UlllaUN" 47 TIfE IIl1'ER.$ECTJO" 01' THE =V JlAAaJH OF IImtD ISSUB RD.U> 1<0.
lO • SUltV£Y ):0. 11 ... 2· 1i01l SOUTH I SlRD STR2.£T. "J Til T8£ IIES'f flOmiDARY 01' C. D.
H Il-UVo."· S £AIU..UIl'iT1HI GJUUI£!IS All!> IT Hlll TO Till: CITY OF SE.\Tft,I!;. D 1 VI S [011 JIO. 1.
AS I'&R PLAT RECOJtt>IW ItI' VOl.l.!KE .17 OF rLJ.TS. PJUlE 7'. R.ECCRPS QP !tUIU cot/NrY;
~Cl: ~Y ALO~G SAID HOI'ITfI&R.LY lIARIlUr Olt? nzrr TQ T/Ill TIIUE POUlT OF
SUlIIl!iI!IQ:
TR!:>":!!: am-rUl1.lun IaSTEIlLY AWN" SAID HORTHeRLY JVJ!alK 120 l'l:1n";
nu:."ta: AT RIUlIT ...... "I.£S TO SAIO HDRTlu:RLV nAAGUI. !lORniEfU,Y 71$ nn • .1<0"£ OR
LeSS. TO na; .$01TTl11!ASTERL ,. KAllal I< 01' THZ PUG ItT SCUlm Eu:r;m r C RA J LI<A Y
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>IORYW...Al.V .... ~"l) Ar RIGHT .... 'lGLES TO THE 1l0RTH£RLV KAIIaln OF SAID JI01ID ISSITE lOa""
'10. 10. T1IROt:OlI TIl!: = I'OJlrr or "OOllmlHll,
Tll £.NeE SOUTj{£.RLY. ALONO THE. '-'ST OiE.SCR" D EO %. J tIE , 7.':; EE..ET.. HCmf!: OR: ~, TO
TUE! TRUE. P'OJNT (lr e.caJlt2uuG..
EXCEPT TlU.T PillrTIOII COIlVEYl!O TO TRf! STA.TE <>1' 1oiASHItroTml 1'01'1 H,GII\f.\Y PURPOs£S
SV nEW R~COrul£D t;!.'O!:R REalRnIl:C 1.-0. 5500257:
("'LSg IlEI un 10""'" AS TlIAT PORTIOI! DI' TRACTS 7 411D II. SWISET HilK£ OAJUIElIS.
"CCOPDWO TO TIlE lI>tJlECOROEO l''-AT TltEfrEOP. LVII;O SOUTl'ERLY OF s£eO .. " ....... "'OI"""V
toCQ.. I-L).;
"'-14
,
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1I4 01' Tn, $0= 11' OF SECTJOH 'U, T01<1I5HIP ~ mJRTH. RA.~CE C I'.AST If. II ..
D 105(;1< lIIeD AS FOLUIltS:
I!EOIr.:l'TH(I Oll T1l~ 1tO""1 IW':GIH 0' SOUTlI 1531111 Z>T1<EIn' (S.". lllTll STI. ~
~ TO ,,,KG COUNTY BY DI:ED IILCORllW u:rot:R R£CORDU-o HD. UUUD. AT I •
. P<l1l<T IIlIICH IS 7.7 FUT ~ OF T1IE \tEST LIHE 01" C.D. UILLX.uf'G EAJIl,JlIGTOI'
OJ..IW£JIS ADOlrlo.'l TO TH& CITY OF Sr!4tTl.Z. OIVISIO.'l /10. :r.. '"" !'Ell FloAT RECO!tII~
lU ~ 17 0 .. pu"tS. rAmt "", J2!:coatts 0 .. ;Kuru COWlT'Y:
THE . .';~ VEST AW!<G 5.\1 D tiTl>.UT Lure ~ =,
'THUtct r.nRTlle!lLY loT RIOIiT AHGtJ>S TO SAn> !i'lR:I:ET KAROIH 3~D r=. 1I1JRl: OR =.
1"0 -rae 50tnlfUU. Y L r fa' 0,. ~:!l JUl1CT1O!f kA., C tJECOi'1'VAXY STATE IUGT-rv,. Y :tf'O,. 1-1.)
AS COl'rJ2::"VI:D py :Dew JlJ:C01ttlaJi tnm~ j:C£.co;FWnra J'lO ~ :::0 HUll g I
THENp!: H~tV Ato .... e SAID LUI" 08 Fl<ET. MOR£ OR 1.ESS. TO ... POinT D'I "
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Return-Address
Perkins Coie
Ann: Laura Whitaker
120 I Third Avenue, ,40 th Floor
Seattle; WA 98101
....... .
Document Title(s) (or transac'tions contained therci,n):
Declaration ofRestrictive-Coven"ants
Reference Numhcr(s) of Documents assigned or released:
(on page _ of documents(s»
Grantor(s) (Last name first. then first name and initials):
TlU, Boeing Company
Longacres park, Inc
Wasl.lillgtOn: State Department of Ecology
Uniied States Army Corps of Engineers, Seattle Dlstnct
Grantcc(s) (Lasuiame ,fust, then first name and initials)"
The publiC'
o Addillonal names on page ~,·rit document.
o'
...
.
Legal description (abbfc'\,iated: i,e. lot. blOt:k, plat or section, township, range)
..
A portion ofland situate lh~ SW . ,I/. of NE l,4'of Section' 25, tOwnship 23 North, Range 4 East, W.M.
~ Full legal is on page 7 of document.
Assessor's Property Tax Parcel/Account Number
#G 25230~-9002-D9 and 252304-9041-D2
PERKINS COlE CO.
o· .
lS.00
•
19990706001298
PAGE 001 OF 00B
07/06/1999 14:3!!5
KING -'COUNTY, UA
AN.Y WRITING, TEXT, INITlALS, REVISIONS OR NOTARY SEAL APPF.ARI1'oOG OUTSIDE Tln:SE "lARGllSS MAV
DISQUALifY THIS DUC'UMF.NT FOR RECORDI[';(;
DECLARATION OF RESTRICTIVE COVENANTS
, .' THIS DEC LARA TION OFRESTRICTIVE COVENANTS is made this,2 ~_
day of Ju Of-&: " . , 19~'( by The Boeing Company, a Delaware
corporation, and its subsidiary LongacresPark Inc., a Delaware corporation
(collectively referred·fo as "Declarant"),
. RECITALS
WHEREAS, Declarant is the owner of certain real property located in King
County, Washington, and more particularly described on EXHIBIT A attached hereto
and incorporated by reference ("South Marsh Property"); and'
WHEREAS, as compensatory mitigation under federal and.state law for
Department of the Army Permit No. 93-4-00059 ("Pennit") issued by the US. Army
Corps of Engineers, Seattle District ("Corps" or "Seattle. District"), and certification
issued by the Washington Department of Ecology ("DOE"),' mdin recognition of
contffiuing scenic, resource, environmental and otherbem:fits to the South Marsh
Property; and for the protection of waters of the United States; Declarant has agreed
to place certiiin restrictive covenants on the South Marsh Property to allol" it to
remain substantia1iy irt its natural condition forever
NOW THEREFORE, Declarant hereby declares that the South Marsh Property
shall beheld, transferred, conveyed, leased, occupied or otherwise disposed of and
used subject t6 the foIl owing restrictive covenants, which shaii run with the land and
be binding on all heirs, .successors, assigns, lessees and all other occupiers and users.
1. Prohibitions. Deciarantis and shallb.e prohibited from the following,
subject to the exceptions set f6rthbelow:' filling, .draining, flooding, dredging,
impounding, clearing, burning,. cutting or destroying vegetation, cultivating,
excavating, erecting, constructing, releasing wastes into or otherwise doing any work
on the South Marsh Property. The following are expressly excepted from this
paragraph: (a) minor impacts associated,With hunting (excluding planting or burning),
fishing, and other recreational or educational activities; consistent with tbe continuing
natural condition of the South Marsh Property; (b) removal or trimming of vegetation
hazardous to persons or the South Marsh Property, ot oftirnberdowned.or damaged
due to natural disaster; (c) restoration or mitigation required or that may.be required
DECLARATION OF RESTRICTIVE COVESANTS
(OOOOO-OOOO.'SB991400 107]4
PERKINS COlE COV IS.ee
'·PAGE 1
6122/<;;09
19990706001298.
PAGE 002 OF 00a
87/06/1999 ·14 :35 KING COUNTY, WA
A:'IiY WRITING, TEXT, INITIALS, REVISIO;,,\S OR ~OTARY SEAl" APPEARI:"o'G OFfSIDE THESE MARGI~S MAY
DISQl'ALIFY THIS DOCUME~T FOR RECORDI:"'iG
. pursuant to permit or by law including, without limitatIOn, mitigation activities
described in a report entitled Longacres Office Park Surface Water Management
Project, Conceptual MitigationPlan, dated December 1998, revised January 1999, and
approved by the ~ennit; and (d) work or activities that may be required for the public
safety of adjacent properties.
2. Amendment Aftetrecording, these restrictive covenants may be
amended only by a.recorded document signed by the Corps, DOE and Declarant
Amendment shall be ailowed at the discretion of the Corps and DOE, in consultation
with resource agencies as appropriate.. Mitigation for amendment impacts will be
required pursuant to Seattle District mitigatioll policy at the time of amendment
3. Notice to Government. Any permiiapplicationor request for certification
or modification that may affect the South Marsh Property made to any governmental
entity with authority over wetlands or other waters of the United States shall expressly
reference and include a copy (with the recording stamp)of these restrictive covenants.
4. . Reserved Rights. It is expressly understood and a~eed that these
restrictive covenants are created solely for the protection oflhe South Marsh Property,
and fOIthe consideration and values set forth above. Declarant reserves the
ownership of the fee simple estate and all rights pertaining thereto including, without
limitation, the right to exclude others and to use the South Marsh Property for all
purposes not inconsistent with these restrictive covenants.
5. South Marsh Property Transfers. Declarant shall include the following
notice on all deeds, mortgages, plats,or any other legal instruments used to convey
any interest in the South Marsh Property (failure to comply with this paragraph does
not impair the validity or enforceability of theserestrictive covenants):
NOTICE: The South Marsh Property is subject to a declaration of
restrictive covenants tecordedat [insert book and page references,
county(ies) and date of recording] ....
6. Marking of South Marsh Property The perimeter of the South Marsh
Property shall at all times be plainly marked by permanent signs saying; "Protected
Natura! Area," or by an equivalent, permanent marking system.
DECLARATION OF RESTRICTIVE CO .... 'ENA.NTS
[OOOOO-OOOO/S89'} 1400 10714
PERKINS COlE CO. IS.00
. PAGE 2.
6122/99
19990706801298
PAGE 003 Of 008
07/06/1999 \4:35
KING COUNTY, UA
ANY WRlTI:O;G, TEXT, 1;'ol'ITIALS. RF,\1SIO~S OR NOTARY SFAL APPEAR1~G Ol.'TSIDE THESE MARGI~S MAY
DISQUALIFY THIS I>OCUME~T FOR RECORDI~(;
7. Recording of Plat. A survey depicting the boundaries of the South Marsh
Property shall be recorded in the King County Auditor's Office prior to the recording
• of these restrictive covenants.
8. Severabilitv.Shoulqany part of these restrictive covenants be held
contrary to law, the remainder.haIL·continue in full force and effect.
. INWITNES.S WHEREOF, the Declar.ant has duly executed this declaration of
RestrictiveCoven.ants as of the date above written.
DEcr.AR,:l.TIO;-"· OF RESTRICTIVE COVENA.,\,TS
[OOOOO-OOOOiSH991400 107]4
LONGAC~ PARK, INC.
B~
Vice President
THE BOEING COMPANY·
B~~ ______ __
Vice President, Facilities Asset
Management
Boeing Commercial Airplane Group
II iii ' '
PERKINS COlE COY 1~.e0
: pAGE),.
6/22/9-9
19990706001298
PAG. 104 .·OF eea
071es/1sn 14:3G KING COUNTY, UA.
,.-"
A::-;Y '''RIT1J'llG, TEXT, INITIALS, RF.VISIO~S OR !'lOT ARY SEAL ArPEARI:\G OUTSIDE TilES .. : MARGINS MA \.
DlSQlIALIFY THIS DOCUMENT I-OR RECORDING
STATE OFWASHINGTON )
)ss.
COUNTY OF KING ... )
On this A e .... 'day of """J ~ , 1999, before me, the undersigned, a
Notary Public i~ forthe State of Washington, duly commissioned and sworn,
personallyappe!lfed 1,1. Nelsoritome known to be the person who signed as vice
president of LONGACRES PARK, INC., the corporation that executed the within and
foregoing instrument, and acknowledged said instrument to be the free and voluntary
act and deed of said corporation for the uses and purposes therein mentioned, and on
oath stated that he wasduly elected, qualified-andacting as said officer of the
corporation, that he was authorized to execute said instrument and that the seal
affixed, if any, is the corporate seal of said corporation.
ll\ WITNESS WHEREOf I have hereunto set my hand and official seaLthe
day and year fust above written.
DECLA..RATIO~ OF RESTRICTIVE CQVE?'-JA.'.;TS
IOOOOO...QO{JOiSH991400 107j4
(Print or stamp name of Notary)
. NOT AR Y PUBLIC in and for the State of
Washington, residing at r1o.f'k V~
.. ~-~.
My Appointment Expires Co) 15 /:< CO { r I
PERKINS COlE COY 1:5.00
'P/\GE 4,
6.'22.199
199907116001298
PAGE e0S OF 80S
07/06/1999 14:35 KING COUNTY, UA
A:"o'Y WRITING, TEXT, l~lTIALS. REVISIONS OR NOTARY SEAL APPEARING OUTSIDE THESE :\1ARGI~S !\fA Y
DlSQIJAUFY THIS DOC'L'MENT FOR RECORDING
STATE OF WASHINGTON )
.. )5S.
COl)NTY OF KING ) * ... On this .2.8 day of J(;UI"\ 9 >--<, 1999, before me, the undersigned, a
Notary Public iii and for the State of Washington, duly commissioned and sworn,
personally app~ared 1.1. Nelsonlo me known to be the person who signed as vice
president of THE BOEING COMPANY, the corporation that executed the within and
foregoing instrument, and acknowledged said instrument tobe .. the free and voluntary
act and deed of said corporationJorthe usesand purposes therein mentioned, and on
oath stated that he was duly ejected, qualified and acting as said officer of the
corporation, that he was authorized to execute said instrument aJld that the seal
affixed, ifany, is the corporate seaJof said cOlJloration .
.IN WITNESS WHEREOF I have hereunto set my hand~dofficialsealthe
day and yea:r first above written .
.. • ;."~~t .. ..... 't;.~!.,+ •• 4£ __ ._-,. ....
(Signature of Notary)
/-CX'A.JO--GV ~ ~ b en4 r . ...," ,,:nA.!'. ",. s i i ~. 1 = (Print or stamp name of Notary) \~~~ ... :I4L\~'1.".:t.I····.·. NOT AR Y PUBLIC in and for the State of ~"~.~ • .f 1 5 J ••••• ~, ... "i ~" ~O" ...... \\,:.>:'_". . W hin· ·d· M 1..£ VaJ.k .""",=,=::,,\,\\''r .. ..as,?-~~e~~~g at >" f ~ V
DECLARATION OF RESTRICTIVE COVE~ANTS
[OOOOO-OOOOlSB991400 107]4
,My Appointment Expires yu.1 15 ,,;too I
PERKINS CQlE COY 1'.0e
. PAGE 5
6122/99
1999111706001298
PAGi 006QF eea·
07116/1899 14:3.
lUNG COUNTV;·' UA
A!'i':V WRITING, TEXT, Il'aTIAI.S. REVISIOSS OR ~OTARY SEAL APPEARI~G OlTSIDt: THESE MARGINS MAY
I)ISQI-"ALIFY TIfIS DO<:UME~T FOR RECORDI:'\C
EXHlBIT A
Legal Description of South Marsh Property
A parcel ofland situate the SW Yo of the NE Yo of Section 25, Township 23
North, Range 4 East, W.M. andbeing a portion of Parcel "G" as shown in Auditors
File No. 9201169002, records of King County, Washington, more particularly
described as foHows:
Commencing at.the southeast comer of said Parcel "G"; thence North
87°57'42" West, 37. 14feetalong the south line of said Parcel "G" to the
POINT OF BEGINNING.; thence continuing North 8r57'42" West,
1085.76 feet along the So.uth line of said Parcel "G"; thence North
2°02'18" East, 44.02 feet; thence North 28"53'16" East, 45.46 feet;
thence North 40°56'08" West; 42.61 fe.et; thence South 49°47'44" West,
45.:84 feet; thence Soutll 22°27'35" West,68.12 feet;tlIence south
2°02'18" West, 21.09 feet to the south line of said Parcel ::G";thence
north 87 ° 57' 42" West, 191. 0 1 feet along the south line.of said Parcel
"G"; thence North za02'18" East, 44.25 feet; thence north 77°17'01"
East, 80.19 feet; thence north 72 °06' 32" East, 107.60 feet; thence North
62°00'07" East,57.30 feet; thence No.rth 40°51 '08" Ea~t, 52.73 feet;
thence So.uth 70°25'51" East, 93.85 feet; thence South 78°10'15" East,
99.27 feel; thence North 62°01 '53" Easl, 319.03 feet; thence Nmth
31°48'03" East, 205.92 feel; thence North 58°39'12" Easl, 21.72 feet;
thence Nmth 5.8°05'27" East, 51.95 feet; thence So.uth 85°39'58" East,
48.64 feet; thence No.rth·13°09'09" l3as!, 65.83 feel; thence Nmth
18°17'33" East; 55.05 feet; thence No.rth 34°01 '49" East, 40.21 feet;
thence North 62°47'35" .. East, 45.31 feet; thence North 49°38'09" East,
37.S0 feet; thence North 79°19'26" East, 57.21 feet; thence South
84°02'19" East, 64.63 feet; thence South 85°36'40" East, 47.52 feet;
thence So.uth Sr47'46" East; 49.37 feet; thence South 74°59'52" East,
54.20 feet; thence South 40°39'03" East, 40.82 feet; thence South
16°53'29" East, 75.87 feet; thence South 1 °07'59" West, 133.87Jeel;
thence South 0°48'59" East, 136.84 feet; thence South 0°24'41" West,
124.94 feet; thence South 1 °15'46" West, 137.28feet; thence South
0°59'36" West, 63.89 feet to the POINT OF BEGINNING.
DfCLARATION OF RESTRICTIVE COVE;-..JANTS
[00000-0000/SB991400 10714
, PAGF.6
6.'22.:9Y
L-____________________________________________ ~~~~----~~
II 111II 'I II I I r
PER~INS COlE cov IS.ee
19990706001298
PAGE 887 OF .8'8
87186/1999 14:3~ ~ING COUNTY, UA
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RT:TURN ADDRESS:
Pugel Sound Energy, Inc.
Alln: ROW Department, OBC-II:-;
PO Box 97034
Bellevue, W A 98009-9734
REFEREl\CE #
1111111111111111 ~~'~~~!10~~?47 '
PAGE 101 OF 0ee
U/01/2002 1',02 KING COUNTY, U.
EASEMENT
GRAl\TOR LOl'lGACRES PARK, INC.
GRAl'-'TEE PUGET SOUND ENERGY, INC.
SHORT LEGAL NE Section 25-231\'-04E, W.M.
ASSESSOR'S PROPERTY TAX PARCEL:2523U4-9U02-U9
For and m consideration of One Dollar (S I (0) and other valuable conSideration 111 hand patd,
LOI'iGACRES PARK, INC., a Washtngton corporation, ("Grantor" herem), herehy conveys
and warrants 10 PUGET SOU"[) ENERGY, INC., a Washington corporatton, ("Grantee"
hercm), for thc purposes hereinafter set forth, a nonexclUSIve perpetual easement over, under,
along acrOss and through the followmg descnbed real property ("Property" herem) IT\ Kmg
County, Washmgton
SEE EXHIBIT 'A' ATTACHED HERETO AI'"D BY THIS REFER~NCE:.: MADE A .'ART IIER£O),
Except as may be other"dse set forth herem Grantee's nghts shall be exercIsed upon that portIOn
of the Property ("Easement Arca" herem) descnhed as [ollm"
A 12 foot by 30 foot parcel lying northerly and easlerly within a portion of the
property described in and attached as Exhibit 'A'; said parcel being easterly and
South of a line which is parallel with and distant 49 +1-fcct from the centerline of SW
27" Street and West of a line which is parallel with and distant 46 +1-feet from the
centerline of Oakesdale Ayenue.
Except any portion lying within the rights of way of SW 27'" Street and Oakesdale
Ayenue, upon extension of said roadways for public use.
UG Electnc 1111998
WO# 1010054341 OFN 28419
,es
--...
C> = =
Longacres Park, Inc
WO# 1010054341 QFN 28419
1. Purpose. Grantee shalt have the nght to construct, operate. maintain, repalL repiace,
Improve, remove, enlarge and use the easement area for one or more underground utrhty systems
for purposes of transrmsslOn, dlstnbutlon and sak of electnclty Such systems may mclude, but
are not hmlled to
Underground facilities. CondUIts, lmcs, cabks, vaults, SWItches and transfonners
for electriCIty, fiber optiC cable and other hnes, cables and faclhtles for
communicatIOns, seml-buned or ground-mounted faclhlres and pads, manholes,
meters, fixtures, attachments and any and all other faclhtles or appurtenances
necessary or convcntent to any or all of the foregorng
Followrng the Imhal constructIon of all or a portIOn of Its systems, Grantee may, from trme
to tIme, construct such addItIOnal underground facllItles as It may reqUIre for such systems
Grantee shall have the nght of access to the Easement Area over and across the Property to
enable Grantee to exercISe Its nghts hereunder Grantee shall compensate Grantor for any
damage to the Property caused by the exercIse of such nght of access hy Grantee
2. Easement Area Clearing and Maintenance. Grantee shall have the fight to cut,
remove and dIspose of any and all brush. trees or other vegetatIOn rn the Easement Area
Grantee shall aiso have the nght to controi, on a contrnumg baSIS and by any prudent and
reasonable means, the establishment and growth of brush, trees or other vegetatIon In the
Easement Area
3. Grantor's Use of Easement Area. Grantor reserves the fight to use the Easement
Area for any purpose not mconsrstent WIth the nghts herem granted, prOVIded, however, Grantor
shall not construct or mamtam any bmidrngs, structures or other objects on the Easement Area
and Grantor shall do no biastrng wlthm 300 feet of Grantee's f.clIrhes WIthout Grantee's prror
wntten consent
4. Relocation. In the event that Grantor reqUIres use of the Easement Area for
development of penn anent structure(s), wlthrn 120 days of Grantor's wrrtten notIce, Grantee
agrees to relocate or reconfigure Grantee's f.clhtres to accommodate Grantor's requested use of
the Easement Area, proVIded that Grantor agrees to pay all actual drrect and related rndrrect costs
accumulated rn accordance WIth a work order accountlllg procedure prescrrbed by the
Washmgton Uttlltles and TransportatIon ComnllsslOn lf1 Its uDlform system of accounts The
Easement Area WIll be amended to proVIde the rrghts for the relocated or reconfigured facllrtles
and the Amendment WIll be SIgned by both Grantor and Grantee pnor to the commencement of
any work Any relocatIon of Grantee's facrlltles must be compatIble WIth Grantee's system
reqmrements and standards
2
)
Longacres Park, Inc
WO# 101005434 I OFN 28419
5. Abandonment. The nghts herem granted shall continue untd such tlme as Grantee
ceases to usc the Easement Area for a penod of five (5) successIve years, m whIch event, thIs
easement shall temllnate and all fights here-under, and any Improvements remammg in the
hasement Area, shall revert to or otherwISe become the property of Grantor, provIded, however,
that no abandonment shall be deemed to have occurred by reason of Grantee's far lure to IIlltrally
IIlstall Its underground systems on the Easement Area wlthm any penod of tllnc from the date
hereof
Ii. Successors and Assigns. Grantee shall have the nght to assIgn, "pporhon or otherwIse
transfer any or all of Its nghts, benefits, pnvrleges and mterests an SlOg m and under thIS
easement Without hmltlng the generalIty of the foregolllg, the nghts and oblIgatIOns of the
partIes shalllllurc to the benelit of and be blOdlOg upon theIr respectIve successors and assIgns
7, Removal of Fill MateriaL In the event that Grantee encounters, or suspects that It
has encountered any hazardous substances In the Easement Area m furtherance of Its fights set
forth III Paragraph 1, Grantee shall cease all operatIons and nOllfy Grantor If thc cncountered or
suspected hazardous substances are not the result of the aCb or omiSSIOns of Grantee, Grantor
shall, at llS own expense, detcnnrne If the matenal IS hazardous, as detemllned by apphcable law
If the matenal should prove to be hazardous, then the Grantor shall, at ItS own expense, remove,
dIspose, or otherwIse handle such hazardous substances, as necessary, III accordance WIth
appkable law, or reroute the Easement Area, If possIble If hazardous substances arc removed,
Grantor also shaIl proVIde substltutc r.onhazardous matenal to replace the removed matenal for
Grantee to use m Its operatJon, If necessary Should the encountered or suspected matenal prove
not to be hazardous, Grantee shall proceed WIth the operatIOns at ItS own cost, WIth no recourse
agamst the Grantor for the cost of schedule delays meuned due to the delay 111 operatIOn If the
encountered or suspected hazardous substances are the result of the acts or omiSSions of Grantee~
Grantor's charactenzatlon of the substances lllvulved and any removal, dlsposal or other
handlrng costs Incurred In eonnectlon WIth the removal, dISposal or handlmg of the hazardous
substances Wlil be at Grantee's expense, and Grantee shall have nn recourse agamst Grantor for
the cost of schedule delays lI1eurred due to thc delay In operatum Any envIronmental mitIgatIon
requIrements Imposed as a result of the exercISe of any nght or oblrgatlOn of Grantee hereunder
shall be the sole responslblhty and expense of Grantee
8. Indemnity and Insurance,
8 \ Grantee agrccs to release, lndemmfy and hold hamvles, Grantor, The
BoelOg Company (the parent corporatIon of Grantor), theIr respectIve corporate affilrates, and
Grantor's successors or assIgns In tllie to the Propelty, and theIr respectIve d,rectors, officers,
employees, agents, servants and representatIves, (the "Indemmfied Parties") from any and all
actIOns, iJablhtles, demands, clauns, SUIts, Judgments, hens, awards, and damages of any kmd or
character whatsoever (heremafter referred to as "ClaIms"), mcludmg claIms for mJury to or death
3
V>
<::> = =
<::>
<"'> =
Longacres Park, Inc
WO# 1010054341 OFN 28419
of any person, loss of or damage to any property,_and costs, expenses and reasonable attorneys'
fees lOcurred by Grantor In connectIOn therewIth (Illcludlllg costs In conncctlOn wIth
estabhshmg the nght to indemnIficatIOn hereunder), asserted or ansrng dIrectly or indIrectly
from, on account of, or in connectIOn \vlth operatlOn, mamtenance, use, or control of the
Easement Area (and Improvements thereon) or presence on the Property JO connectIOn therewIth
of Grantee, or any agent, employee of Grantee or any contractor provldmg goods or servIces to
Grantee ("Contractor") or any Contractor's personnel The foregOing IS not JOtended to reqUIre
the Grantee to rndemmfy the Indemmfied PartIes wLth respect to any ClaIm to the extent that It
was caused by the actrve negllgencc or wIllful mISconduct of the Indemnrfied PartIes Or any
party other than Grantee, Its employees, agents, and contractors WIth respect to all or any
portron of the foregorng oblrgatIOn whIch may be held to be wlthrn the purvIew of RCW
424 115, such obhgatlon shall apply only to the maxImum extent permItted by RCW 424 115
Grantee expressly waIves any Immunrty under Industnal msurance whether anslng from any
statute or other source, to the extent of the II1demmty set forth In thIs paragraph ProvIded
however, that thIS prOVISIon IS mtended to be appJrcable to the partIes to thIS agreement and IS
not Intended to grant any nghts as a thIrd party benefiCIary to any employee of Grantee and shall
not be Interpreted to allow an employee of Grantee to have a clarm or cause of actron agamst
Grantee In the event that Grantee IS successful rn provlI1g that the foregorng rndemnrty IS
hmlted by applIcable law, Grantee shall defend, mdemnrfy and hold harmless the Indemnrtees to
the full extent allowed by applIcable law In no event shall Grantee's oblIgatIons hereundcr be
1Imlted to the extent of any IllSUr3nCe avadablo to or provIded by Grantee
8 2 Grantee shall carry and malntam, and shall ensure that any Contractor cames
and marntams, CommerCIal General lIabIlity rnsuranee with avaliable 1Imlts of not Jess than One
MIllIon Dollars ($1,000,000 00) pcr occurrence for boddy mJury, mcludmg death, and property
damage eombmed, One MIllIon Dollars ($1,000,00000) general aggregate Such msurance shall
be 111 a form and With msurers acceptable to Grantor and shall contam coverage for all premises
and operatLons, broad foml property damage and contractual lrablhty (mcludmg WIthout
llmltatlon, that spcclfically assumed herem) Any po hey whIch proVIdes the msurance reqUIred
under thIS paragraph shaH (a) be endorsed to name "Longacres Park, Inc, The Boemg
Company and Its suhsldIarIes and theIr respectIve dlrcctors, officcrs, employees, agents,
attorneys and assIgns" as addLtlOnal msurcds (herelllafter "Addlllonal Insured") WIth respect to
any hablhty ansmg out of Grantee's presence on the Property (or such Contractor's prescnee as
the case may be), (b) be endorsed to be prrmary to any msurance mamtamed by Thc Boemg
Company or Longacres Park, Inc, (c) contam a severabllrty of mterest prOVISIOn III favor of the
AddItIonal Insured and (d) contam a warver of any rrghts of subrogatIOn agamst the AddItIonal
Insured
If lrcensed vehIcles wlH be used m connectIOn WIth thls Easement, Grantee shaH carry
and mamtam, and shall ensure that any Contractor who uses hcensed vehIcles III connectIon WIth
thIS Easement carnes and mamtarns, AutomobIle Llabl1lty msuranee eovenng all vehIcles,
4
'-"
co , -
Longacres Park, Inc
WO# 1010054341 OFN 28419
whether owned, 11Ifed, rented, borrowed or otherWIse, wIth lImIts of lIabIlIty of not less than One
MIllIon Dollars ($1,000,00000) per occurrence comblllcd SIngle lImIt for baddy lIlJury and
property damage
Grantee shall cover or mamtam, and shall ensure that any Contractor covers or mamtams,
lIlsuranee m accordance wIth the applIcable laws relating to workers' compensation, WIth respect
to all of theIr respectIve employees workmg on or about the Property, regardless of whether such
coverage of mSUfance IS mandatory or merely elective under the law
Grantee shall not access the Property unless Grantee shall have first proVIded for
Grantor's review and approval) a certdlcJte of Insurance reflecttng full complJance with the
requIrements set forth herem Such cenlfieatc shall lIst Longacres Park, Inc as certificate holder
and shall be kept current and m comphanee throughout the penod of_thIS Easement and shall
prOVIde for thIrty (30) days advance wn(ten notIce to Grantor m the event of cancellation The
msurance proVISIons 11l tIllS SectIon k 2 may be substItuted WIth self~msurancc by the onglllal
Grantee and, WIth the agreement of Grantor, by any assIgnee or grantee of Puget Sound Energy
9. Notices. NotIces reqUIred to be III wntIng under thIS Easement shall be personally
scrved or sent by U S maIl Any notIce gIven by mali shall be deemed to have been receIved
when three days have elapsed from the tnne such notIce was depOSIted 1Il the U S maIl, postage
prepaId. address as follows
To Grantor
WIth a Copy To
To Grantee
BoeIng Realty CorporatIOn
P () Box 3707, MIC 1 F-58
Seattle, WA 98124,2207
Attn V Ice PreSIdent, Development
Phone 206-662-1275
Gerald Bresslour
The Law Department
The Boemg Company
P a Box 3707, M/C 13-08
Seattle, W A 98124-2207
Phone 20(,-655-2405
Puget Sound Energy, Inc
ROW Department, aBC-Ill\'
PO Box 97034
Bellevue, WA 98009-9734
Attn Steve Botts
Phone (425) 456-2255
5
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Longacres Park, Inc
WO# 101005434 i OFN 28419
EIther party may change the address to which notlees may be glvcn by glVIng nO(lce as above
provided
lO. Choice of Law. ThIs Easement shall be governed by the laws of thc Sate of
WashIngton, exclUSive of Its choIce of law rules
11. Complete Agreement. This Easement contams the enlire agreement of the partIes
with respect to thIS subject matter and supersedes all pnor or contemporaneous wnllngs or
dIscussIOns relattng to the easement provided for herem ThIS Easement may not bc amend cd
except by a wntten document executed after the dale hereof by the duly authonzed
representatives of Grantor and Grantee ThiS Easement Includes ExhIbIt A, whIch by thIS
reference IS Incorporated mlo thiS Easement
DATED thiS 'as .... day of ~<tb"",\Jj,,"q"'0J'-'4---' 2002
GRAl\TOR GRA;\TEE
LONGACRES PARK, INC PUGET SOUND ENERGY, INC
6
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Longacres Park, Inc
WO# 1010054341 OFN 28419
ST ATE OF \VASHI~GTON)
COU.'iTY OF ---,l'Cc-'r'J l-<-\I\+c. q'4--
ss
On thIs ~day of tebyl,,\ 0. '<1.k . 2002, before rnt.:, the Unde!Slgned. ~l Nlltary Pub1i(.: In. ,emu for the State of
\Vashlngton. duly cOrnmlS~?nC~ an~\~'ortl, p~r.!':..ondlly apPc<lrcd ,o1.<)T.; ...... _~ \ .Eo,." ~~Jto me known tv be
the person who sIgned as Lttt-thor,i£d._,~J,;A2.e_Jt,n:uI Longa~rk, IrK, the corporation that executed the
\\, Itbm and foregomg Instrumcnt, and aclulO\.\-Tclg~J sm& Instrument to be the free and .... oluntary act und deed of
Longacrcs Park, In;:: , for the uses and purposes therein mentioned, and on oath stated that he i she was authorized to
CX<2cutc the saId tn~trurncnt on behalfofscl.ld Longacre" P<.!rk, Inc
STATE OF WASHI!\GTON)
CUUNTY UF K \ N G
) SS
)
(S~r~~~~aIyt
(Pnnt or stamp name ofNot'-lry)
NOTARY PUBLIC ll1 and for the S'"'e
of lA)\4 , reSIding <It ~~~uq::>V\.....J
M yAp po In t m en t ex p I res -'--"""J..i~!-->-p",,"-'l.-'-'"'t'
If,
On HllS '41 day of _Fe-be LLa..r~ . 20U2, before me, the underSigned. G Notary PublIc In and for the Stale of
\Va~lllngton, duly commlsslOl1ed and sworn, [KrSOI1dHy appeared :JTc.<:.-'lcN B fu1 TS , to me knlw,:n to be
the p0rSOll v,'ho signed as "Re.al 6-:dnte -=Re(i of Pugct Sound Ener.gy, Inc, the corporatIon that executed
the wlthm and foregomg tn!)trumcnt, and acknuwledged s;:lld mstrumcnt to be the free and voluntary act and deed or
Pugct Sound Energy, Inc, for the uses aml purposes therem mcntlOncJ. and on oath statctl tbat he ;' she was
authonzed to execute the S3.,U Instrument on behalf of :::.ald Puget Sound Energy, Inc
IX WIT\lESS l.~t\).f ... t have hereunt() sci my hdnd and offiual seal the day and year first above \.'.TItten
:--~~O.':' .. ~. SO'I'I ~ ~'?-.. ' £010/1,.··.0 ... '. f <>; • '>1',<; &~ .. : ..... " : :'g l-IOTARI' 1,... ~
~:u en: ~ I. • # " '. PUsuC _
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(SIgnature of~otary)
____ 5l:lli.cQn .. ...E,.3-"d±._
(Pnnt or stamp name of Notary)
NOTARY PUBLIC In and for the State
of !J lBSJ../U.jG 77uJ ,Tt!sldu'g at Fen !tn
:\IIy AppOIntment exrlrcs .. _.~'J.~.J.~J;:._9..3~ .. ~_. _. ___ _
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Long::Jcres Part, Inc
WO# 101005434/ OFN 28419
EXHIBIT A
Attached to and made a part of Easement dated f=£t:J(UQ.Vcg 2.9 ,2002, by and between
Longacre, Park, Inc, as Grantor and
Puget Sound Energy, Inc , as Grantee
Ali those porllom of Government Lots 10. II, Southwest Quarter of the N0I1heast Quarter and the
Southeast Quarter oUhe Northwest Quartcr of SectIOn 25, Townsh1p 23 North, Range 4 East, W M , 111
KJOg County, Washmglon, Iymg north ofa Ime paraliel and 545 6 feet north, measured along the east Ime
of sOld Southwest Quarter Northeast Quarter and the mterseellOll of the East -West Quarter Ime of sa1d
section with the East Lme of the Southwest Quarter Northeast Quarter and cast of the followmg deSCribed
lme
BcglOmng at a pO lOt on the East-\Ve:::.t Quarter Line of ~dJ(.1 SectIOn. 60 feet east measured at nght aoglcs
from the east hne of Burlmgton Northern nght of way, thence northerly 1100 fcet para(lcl to said cast
nght of way lme ofBurhngtoll Northern to a pomt, thence northwesterly to a pomt on said cast nght of
way hoe distant 289 12 fcc!. south along saId east fight of way line from IntersectlOn of the Henry Meader
Donatlon Land Claim and the said east fight of way Ime of Burlrngton Northern. and end of deseflptlOn
Except that portion thereof deSCrIbed a~ follows
Beglnnmg at the mtersectJon of the south lme of Henry Meader DonatIon Land Claim No 46 and the cast
lme of Government Lot 10. thence southerly along the s31(1 east lme a dlstancc of 255 3g fcct, thence
westerly on a straIght Imc to a pOint on the cast lme of Korthem Pacdic Railway Company right to way
28912 fet::t southerly, as measured along saH.I rIght of way Ime from the lOtersectlOn of saId nght of way
Ime and the south Ime of said land clalIn, thence northerly along sa1d east Ime of Northern Pac1fic
Ra11way Company nght of way to the south "nc of said land cla1m, thence easterly along said south Ime
to the pomt ofbegmnmg and the end ufthls deSCriptIOn
RE Tax Parcel No 252304-9002-09
NE 25-23N-04E, W M
PSE "0 101005434! OFN 28419
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AFTER RECORDING MAIL TO:
Name Hillis Clark Martin & Peterson, P,~.
ATTN: D. Christian Al;ldicott ..
Add"ss 500Galland Building
1221 Second Avenue
City/Stale Seattle, WA 98101,2925
Document Titic{s):. (pf"transactions contained thetettlJ
1. Agreement for Easement and Covenants Regarding
Stormwatcr Detention F;:i'cilities . .
2,
Reference Number(s) of Documents assigned or-rel.eased.~·
Additional numbers on page of document
Grantor(s); (La~t name first, then firs: name and init-ials)
1. The Federal Rt,l,Scrvc Bank of San Fr::tncisco
2.
Grantee(,): (Last name first, then first name and initials)
1. City oJ Renton
2 ..
'.
.,' '''"''0 First American Title ~ Insurance Company
'iIQ~fl @
1ST AM
(thiS space for title company use ollly)
.'
: . . .
,Abbreviated Legal Description as follows: (i.e. lot/block/plat or scctionitownshiplrange/quarter/quurter)
Lo(,Z7-33, Tra.cts D, F and H, BLA Rec. No. rl{JD'j09V,/OOOro 73
Complete legal-descrtptibn is on page of document
Assessor's Property T',x l'arceJIAccou~t Number(s): 088670,0270,088670-0280,088670-0290,088670.
0300, 088G70·031~, 088670,0320,088670,0330, 088670-0390, 088670·0410 and 088670-0430
NOTE: The auditorirec'Order wiJl rely on· the :il'!formatiM. on the form. The staff wili not read the
document to verijjl the aceura9Y or con!plet{!nt;!ss of thr;: ind(;!.);ing inj()rmation provided herein.
I AM REQUESTING AN EMERGENCY NONSTANDARD RECORDING FOR A ADDITIONAL
FEE AS PROVIDED IN RCW.36.IS.OIO. I UNDERSTAND THAT THE RECORDING
PROCESSING REOUIREMENTS MAY COVER UP OR OTHERWISE OBSCURE SOME PART OF
THE TEXT OF THE ORGINAL DOCUMENT ...... . '" .'
14k, 5 .
..,
.
RECORDPA
-.
Recording Requested By:
First American Title Insurance Company
When Rocorded, Return to;
HIlLIS CLARK MARTIN & PETERSON, P.S •
. Attention: b. Christian Addicott
. 500 Gatland8uilding .
1.221 Second Avenue /.
Seattle, WA 98101-2925
AGREEMENT FOR EASEMENT AND COVENANTS 1ST AM
REGARDINGSTORMWATER DETENTION FACILITIES
Grantor: • (1) THE FEDERAL RESERVE BANKOF SAN FRANCISCO
. (2) CITY OF RENTON .. .
o Additional on page_. _
Grantees: (1) THE FEDERAL RESERVE BANK OF SAN FRANCISCO;
(2) CITY OF RENTON
.' (3i lONGACRES PARK, INC.
o Additional on page _ .. _
Legal Description (abbreviated):" ~_
o Addltional.en: EXHIBITS A &B
Assessor's Tax PamliiD #s: .. ,
Reference Nos. ofDocuments Re.feased or Assigned: n/a
. .
.'
This Agreement for Ea~ementalid Covenants Regarding Stormwater Detention Facilities (this
"Easement Agreement'), dated for referenceptirposesas of May'-='-, 2005, is made and entered into by
and between THE FEDERAL RESERVE SANK OF SAN FRANCISCO ("FRS') and THE CITY OF
RENTON (the "City"}. . .
[Notice to Recorder: FRS is currently Ihesoleowner oflhe Easement Areadescribed below, but because
the City ultimately intends to acquire ownership of such Easement.Area by qedication and because FRS
and the City have both undertaken certain cost·sharing or other obligations with respect to the Easement
Area to benefit the other party, both FRS and the City have been shoWn as both "Grantors" and
"Grantees" under this Easement Agreement.] .
AGREEMENTFOR EASEMENT AND CDVENANTS
#300596 18173-0iI2.07 6fXW01!.DOC
. PAGE 1
' ..
RECITALS
A . FRB is the current owner of the real property described on Exhibit A attached hereto (the
"Easement Area"). FRB is also the owner of the real property identified as the "FRB Parcel" on Exhibit B
attached .hereto. the City is the owner of the real properly identified as the "27th Street Parcel" on Exhibit
·8 attached hereto. The Easement Area. FRS Property, and 27th Street Parcel are each depicted on
Exhibit C attached hereto.
B. FRS .andthe City are each parliesto that certain Agreement dated April 14, 2005 (the
"Agreement'l PUfsuant to and as contemplated in the Agreement, the City is constructing or shall
constructcertaiil "Stormwater Detention Facilities" on the Easement Area, which Stormwater Detention
Facilities are intended for the benefit of the FRB Parcel and the 27th Street Parcel (collectively, the
"Benefited Parcels"). ·It is intended that the ownership of the Easement Area will be dedicated and
conveyed to the City. .
C. After acquiring title to the Easement Area, the City has agreed to perform certain tasks and
responsibilities relating to maintenanCe and upkeep of the Easement Area However, the City and FRB, as
owners of the Benefited Parcels, have agreed to share the costs of such maintenance and upkeep in
accordance with the terms and conditions set forth in the Agreement. LongacresPark,lnc. ("LollgacreS"j,
the owner of certain properly located adjacent to the FRB Parcel and .IegaJly described and identified on
Exhibit B as the "Longar;res Parcels", is listed as a beneficiary under this agreement solf:)ly for purposes of
Section 6, below, related to any amendments or modifications of this Agreeme·nl.
D. The parlies have executed this Easement Agreement to (i) establish permanent
stormwater drainage easements on Easement Area for the benefit of FRB and. the City. as the owners of
the FRS Property and the 27th Street Parcel, respectively, and (ii) provide' pUblic notice of the perpetual
covenants, conditions and restrictions set fOrlh in the Agreement, which covenants shall constitute
covenants the run with.the land. and benefit and bind all successors and assigns who own such parcels.
EASEMENTS AND AGREEMENTS
In consideration of the r)lUtual promises andoavenants set forlh herein and in the Agreement, and
for other good and vaiuable OQnsideration, the receipt arid sufficiency of which are hereby acknowledged,
the parties hereby agree as fallows:
1. Grant of Easemerlt. FRS, in its capacity as owner of the Easement Area, hereby conveys
and grants to the City, in its capacity as owner oUhe 27th Street Parcel, and to FRB, in its capacity as
owner of the FRB Parcel, a non-exclusive perpetual easement (the."Easemenl") under. over. and across
the Easement Area for the purpose of installing,. constructing, operating, inspecting, maintaining, repairing,
replacing. and using the Stormwater Detention Facilities in accordance with the terms of the Agreement,
including without limitation, the right to operate, inspect, maintain. repair, replace, and use the same for
purposes of detaining stormwater emanating or flowing from the FRS Property and the 27th Street Parcel.
2. Allocation of Stormwater Detention Capacity According to Stormwater Percentages;
Liability for Violation. Of the total detention capacity of the Stormwater Detention Facilities, 55% shall be
AGREEMENTFOR EASEMENT AND COVENANTS
#300596 18173-002.07 6FXW01!.ooc
PAGE 2
allocated to the FRS Parcel for stormwater flowing from the FRS Property, and 45% shall be allocated to
the City for stormwater flowing from the 27th Street Parcel (such percentages are referred to as the
"Stormwater Percentages" of each such property). The owner of each Benefited Parcel agrees to design,
perinit and construct stormwater drainage and/or detention facilities on its parcel so that the amount of
stormwater detention that it is permitted to utilize within the Easement Area, based on calculations made
. under the Washill9ton Department of Ecology Stormwater Management Manual for Western Washington,
August 2001 edition, will not. exceed its'Stormwater Percentage of the total detention capacity of the
Stormwater Detention Facilities. lIthe Stormwater Detention Facilities shall ever become overloaded or
shaH faiLbecause the owner of either Beriefit~d Parcel has violated this provision, then the owner of the
Benefited Parcel who is guilty of such violalion shalLbesolely obligated to repair and to pay for the cost of
repair of any damage' to the Stormwaler Detention Facmties or to the other Benefited Parcel that was
caused by such violation, andshallpromptly commence the design, permitting, and construction of such
additional stormwaterdrainage or detention facilities on its respecflve Benefited Parcel as are required for
such party not to be in violation of this provision governing the allocation of the total capaCity of the
Stormwater Detention Facilities, . .
. .
3. Construction of Stormwater Detention Facllitie.s. The$tormwater Detention Facilities
shall be constructed, and aI/ associated construction costs shall be allocated, in accordance with the terms
of the Agreement. ...
4, Dedication of Easement Area; Easement~urvjves. Withio30 days (;jfteLthe closing of
the sale of FRB's purchase of the Easement Area from·' Longacres (which closing is occurring
contemporaneously with recordation of this Easement Agreement),FRBshalll1ave the right to dedicate the
Easement Area tothe City, and the City shall accept such dedication and assume. ownership of the
Easement Area and shall perpetually use the Easement Area solely for purposes of slormwater detention
and solely for lhebenefit Clf the. 27th Street Parcel and the FRB Parcel. Notwithstan~ingsuch dedication
and transfer, the Easement granted hereunder to FRB and the City for the benefit onhe Benefited Parcels
shallsurviveimd shall contIoue in effect perpetually, unless modified by a written instrument executed and
delivered. by the then·current owners of (he Easement Area, the FRB Property, the 27th Street Parcel, and,
pursuant to SeCtion 6, the Longacres Parcels.
5. Maintenance .of Storm""~ter Detention Facilities; Allocation of Costs. Upon such
dedication and transfer, the .City shall own and shall continue to own the Easement Area, and the CIty shall
thereafter perform all of the maintenance and upkeep tasks and responsibilities described in the
Agreement, and shall perform such other tepairs,replacements; and maintenance as are required to
continuously preserve Ihe Stormwater ,Oetention Facilities and the Easement Area in a neat, clean, and
safe condition, in compliance with all statutes,ordinimc&s, arid other laws, and in conformity with all permit
conditions, restricti.ons, and other requirements established with respect to the Easement Area under the
binding site plan under which the Easement Areawas created or is governed, and under any permit
conditions associated with the permits and approvals giveniYithrespect to the. 27th Street Parcel and the
FRB Parcel. The costs of such maintenance shall be allocated between and shall by paid &y FRS, as
owner of the FRB Parcel, and the City, as owner of the 27th Street Parcel, in accordance with the cost-
sharing provIsions of the Agreement. . . ..
AGREEMENTFOR EASEMENT AND COVENANTS
#300596 18173·002.07 6fXMm.DOC
PAGE 3
6. Covenants Running with the Land; No Merger; Termination. The Easement and the
agreements contained herein and in the Agreement shall be deemed covenants running with the land and
shall inure Ie the benefit of. and shall be binding upon the owners of the FRB Parcel. the 27th Street Parcel,
and the Easement Area, together with their respective successors, grantees, heirs and assigns.
Notwithstanding FRB's or any future owner's ownership of both the Easement Area and either Benefited
Parcel,the Easement. and covenants established hereby and under the Agreement are not intended and
shall not be deemed to have merged with the fee interest in such properties. The Easement and the
covenantsfefetenced herein and estabJishe.d hereby may be modified or terminated only by the recording
of an amendment or notice ofterminationexecutedby all of the owners of the Easement Area, the FRB
Parcel,the 27th Street Parcel, and each of owners of the Longacres Parcels (who shall be deemed
beneficiaries under this Easement Agreement solely for pUrposes of this Section 6, and not for any other
purpose, and who shall notl1ave any other rights or obligations under this Easement Agreement).
7. Incorporation and Notice of Agreement. The terms and conditions of the Agreement
are hereby incorporated by reference. Anyparly acquiring an interest in the FRB Parcel, the 27th Street
Parcel, or the Easement Area is hereby notified and instructed to obtain acopy of the Agreement, certified
as current, true, and accurate by the owners of such parcels, and shailin any event be bound by the terms
of this Easement Agreement and the Agreement. For this purjJose,theparties can be contacted at the
following addresses or by such other addresses as may then be on file with th~ Comty Assessor.as to the
owners of such parcels: .
FRB: Federal Reserve Bank of San Francisco
101 Market Street
San Francisco, CA 94105
Attn: Chief Operating Officer
with a copy to: Federal Reserve Bank of San Francisco'
101 Market Street, Mail Stop 730
F'.p. Box 7702
.. San Francisco, CA 94105-1530
AUn: Legal Division
and a copy to: Federal Reserve Bank of San Francisco
101 Market Street, Mail Stop 730
P.O .• Box 7702
San Francisco, CA 94105-1530
Attn: Direqtor, District Facilities Management
To the City: Renton City Hall-5th Floor
1055 South Grady Way .
Renton, Washington 98055.
Attn: Gregg Zimmerman
Planning/Building!Public Works Administrator
AGREEMENTFOR EASEMENT AND COVENANTS • PAGE 4
#300596 18173-002.07 5FXW01!.DOC
..
and iJ copy to:
... and a Copy to:
Renton City Hall -6th Floor
1055 South Grady Way
Renton. Washington 98055
Attn: Alex Pietsch
Economic Development/Neighborhoods/Strategic
Planning Administrator
. WarrenB.arber & Fontes. P.S.
Attorneys at Law
11)0 SouthSe~6nd Street
Post Office BOKB26
Renton. Washington 98057
Attn:· LarryWarren
City Attorney
8. Attorneys' Fees. If. by reason of any default hereunder on the part of either party. the
other party employs an attorney, the defaulting party shall pay the non·defaulting party's oasts. expenses
and attorneys' fees reasonably expended or incurred in Connection therewith ...
EXE.CUTEDas of the date first above written ..
[FRS In its capacity as
owner of the Easement Area
an1 grantqr of tha Easementl
. [FRB in i(scapacityas
owneriif the FRB Parcet.,
grantee of thEi.Easemeril. ..
and obligor under its obligatiOn
to share costs of '_majntaj~fng
the Easement Area) .
[City in its capacity as
owner of the 27th Street Parcel.
grantee of the Easement.
and obligor under Its obligation
to share cos!s of maintaining
the Easement Area)
AGREEMENTFOR EASEMENT AND COVENANTS
#297409 181~3·002_07 6DHD03!.DOC
FEDERAL RESERVE BANK OF SAN FRANCISCO
S-y~ g;~l::~~~i7kt~(e
Title: :::5 . I-e .
FEDERAL RESERVE BANK OF SAN FRANCISCO
THE CITY OF RENTON.
By.~~~~~~~~ ______ ___
Name:
Title:··
PAGE 5 .
[City in its capacity as
. owner 01 the 27th Street Parcel,
grantee of the Easement,
and oblig,or under its obligation
'to share cos'S 01 maintaining
the Easement Area]
AGREEMENrFOR EASEMENT AND COVENANTS
1#297409 18173-002.07 6DHrxJ31.voc
THE CITY OF RENTON
BYt&!h/±!1e~:r~~
Tille: Mayor
,
PAGE 6
STATE OF, WASHINGTPN
, COUNTY OF 'KING
} ss,
On this day personally appeare,t before me Kathy Keolker-Wheeler , to me
known to, be the 'Mayor' of The City of Renton , the
official , t~at executed the10regoing. instrument, and acknowledged such instrument to be the
free and voluntary act and deed of such mun£ciPE!lity ,for the uses and purposes therein mentioned,
and on oath stated that he/she was duly authorized to execute such instrument.
" " ,",," 1)4
GIVEN UNDER MY HAND AND OFFICIALSEAUhis Lday of rna l/ ' 200 s.-
AGREEMENTFOR EASEMENT AND CoVENANTS
#297409 18173-002.07 6DHOO3!,DOC
Printed Name Bonnie 1. Walt'on
NOTARY PUBLIC in amuorthe:late 01, td;u~
reSiding al ",,' ~
My Commission Expires -,----"t?,-, =-. 9L-'-";l,,' "a",'O,-,'b,,-~.:---:,
PAGE 7
,,"
.'
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California }
CountYQ! ~ AN6.."B..E:S____ ss.
On .' • ",'Vi ID~b€IOreme,M\l'D1Yh1 . NAcl~~ , .---T1.',l);.t'" _0.' . '--R ~arr'.!andTI:i€~fO;!'@le'9 .. -JaneDr:..=.~--
personally appeared 1'\O~BZ.. IN_" __ ._ErLDGI r:: . ,
. Name(s: ~1 Sogn~Ih!
. 0 personally known to me
. ~ proved to me on the basis of satisfactory
evidence
to.-be_ the persC?h(S) whose name(s) @are
subsc~ibed to the .'witfJj,n instrument and
acknowledged to' :m~ ~t@'sh~/they exec~ted
,the same '-In ~er/thelr authoTlzed
capacitY{18SJ, 8:nd that by c9/her/their
signature(sJ on the instrument the person(s}, or
.the entity.'iJpoti' behaif of whfch the person(s)
"acted. executed the' instrument. ~ .
opnONAL-------------~~-----
. ThougfHhe {,-,!ormation be/ow IS no! requiTed by law, It may prove valuable to persons relying on Ihe document onit CQuid prevent
fraudulent removal and reattachment 01 this Iorm to anomer document.
Description o/.A.ttaehed Document
Tltle;rType 01 Docurwn! Mf-13;!Nd-¥J'Jj=Qt2-t:::,Aq.:rt\~ 'i. Co"~p
Document Dale --1=\ ?~"I) 0< ____ Number of Pages> ~._
Signer(s) Other Th,mNamed Above, TltEuq
Capacity(ies) Claimed by Signer
Signer's Name, __ t? 06 ee. 'W"
o Individual ~
}( Corporate Officer _ Title(s): • V· p.
o Partner -:::J Limited C General
D Attorney-in-Fact
o Trustee
C Guardian or Conservator
[ Other> _____ .
Signer Is
P'OO ~o 5907 R<:Or<J~r_ C • .I1 I al-F,!"'l' -800 8.75-$$27
I'·'"
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
State of Califomia A
County of ~-c~_nt\IG, ~
On ,,", ,,' '4-\YilD~ .,'
personalty appe,red ,~6<nt::e
} SS,
: 0 personally known to me . :",;g.. proved to me on the basis of satisfactory
av'ldence
. to.-.be the pers(m(s) whose name(s) (3,/are
subscribed to . .the .'wit~..n instrument and
ac,know, ledged to m, _ e~atQ1!)!she/they execute<1
. the-. same ", in . ~herltheir authorized
capaclty!ies), and that by ~/hernheir
signatute(sj on the ins~rurp.ent the )(rson(s), or
!he entitY"upon" beha'lf of whtc~ the per::;:on(s)
. 'acted, exec fi.~nst~~ment.
,WITNE
opnONAL----------~~-----------
. ThougfJ·ihe information below IS no~ required by law, It may prove vaiuable to persons re!}'lOf; on the document and could prevent
fraudUlent removal and reattachment of this form to another document.
Document Date: ---':;=>-1=:.JJ.':"""--~-,-c----'-"---------Number of Pages: _S~ __ _
Signer(s) Other Than'Namod AbQve: -'-LI!"'--'U., 1'f 0(:.-ReNroN'-____ _
Capacity(ies) Claimed by Signer
Signer's Name t(~ ld, l2e>1.Ou.Ll£'
C Individual (". V.f) W Corporate Officer -Title(s): _";"_"~--,-__ -,, ___ , ___ --'-_---'-_~_----
o Partner -rJ Limited LJ General
o Attorney-in-Fact
c: Trustee
C Guardian or Conservator
C Other:
Signer Is Representing~ It'\. i1s %~A..~ Ov:> OWl\tI'v*,,---,-~---,,
'9 1999 Natiooal N(ltary Associaloo • 93S(I D" $010 A~o .. P.O. Bo~ 2402 . Chalswor1h, CA (t,313·<'~U2· WNW I"Jatiocal:>Ola'l'_crg PlOd. No 5007
1'·''''
Exhibit A
(to Stormwater Detention Facilities Easement Agreement)
Legal Description of Easement Area
Tract D, of Boeing Longacres Property, Second Amended Binding Site Plan, recorded .' Mt4 1, ;lOOse in Volume z~&"6fplats at Pagels) 2:2... through 2.V, inclusive, under Recording No,
20050 tooo "n, " inKingCounty, Washington.
AGREEMENTFOR EASEMENT AND COVENANTS
#300596 18173-002.07 6FXW01!.DOC
. PAGE 9
Exhibit B
(to Stormwater Detention Facilities Easement Agreement)
Legal Description of Grantees' Property
27th Street Parcel: .
Tracl F,' of Boeing Longacres Property, Second Amended Binding Site Plan, recorded
M ~ . ~ ~ in Volume .221> otplats at Pagers) 22 ... through 2£', inclusive, under Recording No.
8Oi>'5j...,=boe1pg, in King County, W~shingtCln.·· .
FRBParce/:
Lot 33, of Boeing LongacresPropel1y, Second Am~nded Binding Site Plan~reCOrdedt1ffe 4, ;;Loo':)
in Volume M... of plats at Page(s) .~. through ~, inclusive, under ecording No.
;)()Ds05D<{CObb72 , in King County, Washington.
Longacres Parcels:
Lots 27 through 32; inclusive, and Tract H, of Boeing Longacres Properly, SeocndAroended Binding Site
Plan, recorded Mt0e "I, dOO~ in Volume,;),M: of plats . .at Page(s)~through :2<\", inclusive, under
Recording No. ;;?0osc§;o'looor. 73 , in King County, Washington. .
......
AGREEMENTFOR EASEMENT AND COVENANTS
#300596 18173'(}()2.07 6FxW01'.DOC
PAGE 10
,,,,,,,
Exhibit C
(to Storm water Datantion Facilities Easement Agreement)
Map With Depiction of Properties
See attached sheet 7 of Tal Boeing Longacres Property, Second Amended Binding Site Plan, recorded
M~ y, J.voS" inyol~me ~ol plats at Pagers) 22, through ze: inclusive, under Recording No,
~Q(>$ $O'i 0 ()O <'73 , In King County, Washington.
AGREEMENTFOR EASEMENT AND COVENANTS
#3005S6 18173.002,01 6FXW01'.Doc
PAGE 11
" .. ""
',,'
7 SEX SHEET 4
,I
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, ,
BOEING LONGACRES PROPERTY
SECOND AMENDED BINOING BITE PLAN
S.W. 1)4$EC. 24. T.23N., R,4E., v...:M.; S,C, 1/.4 SEC, 24. T.23N., RAE'., W.M,
. 114 SEC. 25. T.2JN.. RAE., W,M.: N.E. 114 SEC. 25. T.23N .• RAE. W.M
"
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(nl6_2)
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(;0 9i Sil)
Iml BO"NO"""'OO"'""'''''N ~ BOEING LO/'{GACRES PROPERTY
16 SECOND AMENDED BINDING SITE PLAN
~ ~-* r.;~~~:77"C[,C-<KW""'-------"P"R"O"J["cc,'~NnQ--------TDnRo"m.wN"GCF""~W;''"~N~~~~~~ON~_4
1" = 100' 32269 2269-Surv-8s0J
AFTER RECORDING MAIL TO,
'Name Hillis Ciark M~rtin .. & Peterson, P.S.
ATTN:"D. Christian Addicott·" '.
Address 5~0 Galland Building
1221 Second Avenue;
City/State Scattl~, WA 98101-2925
Document Title(s): (onransactions contained thcr'ein)
1. Consh'uction, Vs'c, an~-':Maintenance Eas-ement
Agreement
2.
Reference Number(s) of Documents assigned or. released.,
Additional numbers on page of document
Grantor(s): (Last name first, then first name and initials) "
I. Longacres Pa'Tk, Inc., a Washington corporation,
2.
Grantec(s):--CLast name first, then first name and initials)
1. The Federal"Rescrve Bank OrSa" Francisco
2.
.:;;~"~ First American Title
"""" '/!F Insurance Conlpllny
".;;;:gIl ®
. 1ST AM
(tIns spacej?r litle company lise only)
EXCISEiAX N~ ~RE!)
~~~~n .. , Deputy
Abbreviated Legal Descrlplii>n as follows: (i.e. IOb'b~ockiplat or sectionitowl1ship/range/quarter/quartcr)
Lots 27-33, Tract G, RLA Roc. No. ;;?pO 5"u 2 0'/ 000 G 73
Complete legal description is on page of document .
Assessor's Property Tax PareeVAecount Numb,r(s), 088670-0270,088670-0280,088670-0290,088670-
0300,088670-0310.088670-0320,088670-0336,088670-0420
.
NOTE: The auditor/n:;c()rder will rely on-the .-in/ormation on the form. The staff will not read {he
document to verify the accuracy or comp/elrmess oj the indexl11g information provided herein.
I AM REQUESTING AN EMERGENCY NONSTANDARD RECORDING FOR A ADDITIONAL
FEE AS PROVIDED IN RCW .36.18:010. I UNDERSTAND THAT THE RECORDING
PROCESSING REOUIREMENTS MAY COVER \JP OR OTHER WISE OBSCURE SOME PART OF
THE TEXT OF THE ORGINAL DOCUYIENT ., . . . .
.
. ..
..
RECORDPA
Recording Requested By:
FirstAmerican Title Insurance Company
When J?ec"orded, Return to:
HILLIS CLARK MARTIN & PETERSON, P.S .
. Attention: D. Christian Addicott
. 500 Galland Building
1221 $econdAvcllue
. Seattle, W A 98101-2925
CONSTRUCTION, USE,AND MAINTENANCE
EASEMENT AGREEMENT
....
Grant".-: LONGACRES PARK, INC. ..
o ,Additional on-page __
Grantees: . THE FEDERAL RESERVE BANK OF SAN FRANCISCO
D Additional on page __
Legal Description (abbreviated):
. 0' Additional on: EXlBBITS A, B & C
..
.AsS~SSOt"S Tax ParcellI?'.#s:
Reference N.o~. ofDocu'~e~ts R~leased.(Jr Assigned: nla
...
.. . ..
..
. -'-
This Construc):ion, Use,. and Maintenance Easem."Pt Agreement (this
"Agreement"), dated for reference purposes as of May~, 2005, is made and entered
into by and between LONGACRESPARK, INC., a Washington corporation
("Grantor"), and THE FEDERAL RESERVE BANK OF SAN FRANCISCO
("Grantee"). '
RECITALS
A. Grantor is the owncr of the real property described on Exhihii A attached
hereto ("Grantor's Property"). Grantee is the owner of the real property described on
Exhibit B attached hereto ("Grantee's Property"). Grantor and Grante.e are each parties
Construction, Use and Easement Agreement
#300882 18173·002.04 6g5o/..o1!'doc
pagel
to that certain Infrastructure Agreement dated March 15,2005 (the "Infrastructure
Agreement"). Capitalized tenns used but not defined herein shall have the meanings
assigned to them in the Infrastructure Agreement.
B. Under the tenns of the Infrastructure Agreement, Grantee has agreed to
construct a Water Line and Sewer Line, each of which shall be partially located on
Grantor's property, and. has also agreed to construct a "Preliminary Road" on the
"Shared Access PtErcel" that is parI of Grantor's Property (the "Improvements"). The
portions ofGrantor'-s Property onw-hich such Improvements shall be located, together
with the portions of Grantor's PrOjlerty to which Grantee shall need access in order to
complete such work, are referreq; to' herein a·s.the"Easement Area", as described and/or
depicted on Exhibit C. The portions ofllie Easement Area to be used for the Water Line,
Sewer Line, and Preliminary Road are referred to herein and further identified on Exhibit
C as. the" Water Line ,Easement Area-",' "Sewer Line Easement Area", and "Shared
Access Parcel EasementArea", respectively. ..
C. The parties have executed this Agreement to provide for Grantee to
complete the Improvements, to give Gral\tee ongoing easement tights with respect to the
Preliminary Road, and to set forth certain indemnification obligatioris()n behalf of
Grantee,as further described herein. .
EASEMENTS AND AGREEMENTS
Inconsideration of the mutual promises and covenantS setforth herein'andin the
Infrastructure Agreement, and for other good and valuable consi;.leration, the receipt and
sufficiency of which are hereby acknowledged, the parties hereby agree as-follows:
1. Grant of Easements, Grantor hereby conveys and grants to. Grantee, for
the benefit of Grantee, its successors and assigns, and their respective affiliates, partners,
members,"employees, officers, directors, contractors, vendors, invitees and guests
(collectively, the "Beneficiaries"):
1.1 allPri-exclusive easement under, over, and across the Shared Access
Parcel Easement Area and .the Water Line: Easement Area for the purpose of installing,
and constructing the Water Line (theUWaterEasement"),
1.2 a non-exclusive easement lJllder, over, and across the Shared Access
Parcel Easement Area and the Sewer Line Easement Areafor.the purpose of installing,
and constructing the Sewer Line (the "SeHle,.Easement"), and
1.3 a non-exclusive easement under, over, and across the Shared Access
Parcel Easement Area for the purposes of (A) installing, constructing and maintaining the
Preliminary Road, including without limitation, the right to operate, inspect, maintain, .
Construction, Use and Easement Agreement
#300882 18173·002.04 6g5%Olt.doc
page 2
repair, and replace the same, and (B) providing vehicular and pedestrian ingress to and
egress from Grantee's Property (the "Access Easement'').
, Such easements are each referred to generically herein as "Easement" and together as the
"Easements",
2. Scope of Easement; Reservation of Grantors' Rights. This Agreement
entitle.s Gr,antee tOJlse the Ease'mentArea only for the purposes expressly described
herein. Subject to Section 3, Grantor reseJ.1'es the right to enter upon and use the
Easement Area'for any purpose not inci:>nsistimtwith Grantee's rights under this
Agreement. ,,' , '
. . ' .
3. Gr«ritor's DeYelo~ment and'l)se of Shared Access Parcel Easement
Area.
3.1 Prior to the earliest to oCCl1rOf any of the following (with such
occurrence being referred to as the "R,oad Use'Cufovoer Event"):'(A) Grantor's use of the
Preliminary Road other than for its own isolated,perioclicinspeclions of the Southwest
Parcels of Grantor's Property, (B) commencement by Grantor of any improvements to
the Prelimirlary Road in order to service the SouthWest Parcels; (G) commimcement'of,
any development of the Southwest Parcels that is anticipated to require lise of the ,,' '
Preliminary Road, (D) Grantor's execution ofahY purchase and'stile'agreement With,iI
third party for sale, of any of the Southwest Parcels that grailts such,purchaser any rights
whatSoever toente~ upon the Shared Access Parcel (otherthan fot the installation,
maintenance, alteration, repair and removal of Franchise Utilities and monument·
signage), ifsllch third party's entries upon the Shared Access ParceLinaterially exceed
those permitted under Clause (A), above, or (E) transfer and dedication ,of the Shared
,Access Paicel and Preliminary Road to the Owners Association to be estabUshed with
respect to the,Southwest ParC,eJs and Grantee's Property ("Dedication''), Grantor shall
retain therigltt to use the Shared Access Parcel Easement Area and Preliminary Road
only for Grantor's isoh,rted, periodic access to the Southwest Parcels, and may not use the
same for any developmenHelateci activities.
3.1.2 After a Road Use Cutover:Event" so long as Grantor timely pays its
share of Road Maintenance Costs llJlder the InfrastructUre Agreement, Grantor shall have
the right to widen and further develop' and improve the Shared Access Parcel Easement
Area for vehicular access, office park monumentation, landscaping and other appropriate
common area uses, and to use the Shared Access Parcel Easement Area and Preliminary
Road for purposes of accessing and developing the Southwest,Parcels, but shall
coordinate and work cooperatively with Grantee to ensure that Grantor's use ,?f the same
does not unreasonably disrupt, impede, or delay Grantee's development of Grantee's
Property.
Construction, Use and Easement Agreement
#300882 18173-002.04 6g5%Ol!.doc
,." ,."
4. Construction and Maintenance of Improvements; Allocation of Costs.
The Improvements shall be constructed and maintained in accordance with the terms of
the Infrastructure Agreement. All costs associated with development and construction of
the Improvements. and continued maintenance of the Prcliminary Road and related
improvements. shall be allocated between Grantor and Grantee and paid in accordance
. with the terms oflheJnfrastruclure Agreement .
.. 5. lnd~mnification. Grantee shall indemnify and hold Grantor harmless
from and against' any and all claims. and liabilities (including reasonable attorneys' fees)
incurred by Grantor as a result of, and to the extent of, the ncgligence of Grantee or the
other Beneficiaries in the exercise ofllny anhe rights granted under the Easements for so
long as such Easements remaiIi ineffcct, but Grantee shall not be required to indemnify
Grantor for that portion 6f any such liability attributable to the negligence of Grantor, its
successors and assigns, or their nispective.affiliates, partners, members, employees,
officers, directors, contractors, vendors, invitees and guests, nor for any liabilities against
which Grantor and Grantee areindemnified by the Owners Association established with
respect to Grantor's and Grantee's Property if and when the Shared Access Easement
Area is Dedicated to such Owners Association.
6, Term of Easements and Agreements. The Waterand Sewer Easement
shall terminate upon the earlier of (i) completion of the portions of the· W.ater Line and
SewerLine located on Grantor's Property, or (ii)December31;2()09: The Access
Easement shall terminate upon Dedication of the Shared Access Parcel Easement Area to
the Owners Associlltion as a "Common Area." This Agreement shall terminate and be of
no further force or effect upon the termination of both such Easemen.ts. Any such
terminations shall he automatic, and shall not require any notice oftermination to be
recorded in order to·be effective. However, at the request of either pariy,.thc parties
agree that following termina·tion of any Easement or this Agreement, the parties shall
execute and record ali appropriate notice of full or partial termination, as applicable, to
confinn the effectiveness ofanysuchlermination.
7. Covenants Runnitigwith the Land; No Merger; Amendments. The
Easements and the agreements contained herein and in the Infrastructure Agreement shall
be deemed covenants running vdth the land and shall inure to the benefit of, and shall be
binding upon, the parties, together with their respective successors and assigns.
Notwithstanding any party'sfnture.ownership of some or aHofboth Grantor's Property
and Grantee's Property, the Easements and covenants established hereby and under the
Infrastructure Agreement are not intended and·shal! not be· deemed to ·have merged with
the fee interest in such properties. The Easements arid the covenants referenced herein
and established hereby may be amended or modified only by an instrument signed by all
of the owners of the Easement Area and Grantee's Property.
Construction, Use and Easement Agreement
#:}OOS82 18173-002.04 6g5%Oll.doc
page 4
8. Incorporation and Notice of Infrastructure Agreement. The terms and
cpnqitions of the Infrastructure Agreement are hereby incorporated by reference. Any
party acquiring an interest in Grantor's Property or Grantee's Property is hereby notified
and instructed to obtain a copy of the Infrastructure Agreement, certified as current, true,
and accurate by the owners of such parcels, and shall in any event be bound by the terms
,ofthis Agreement and the Infrastructure Agreement. For this purpose, the parties can be
. contacted atthe following addresses or by such other addresses as may then be on file
with the County ~SSCSSOT as 10 the oWners of such parcels:
Grantee!
with a copy to:
anda copy to:
and aC<;lpy to:
Fede~~·.Reserve Bank of San Francisco
10 1 Market Street
San Francisco, CA 94105
Attn: . John F. Moore
First Vice President, Chief Operating Officer
. . ." ."
. Federal Reserve Bank of San Francisco
WI Market Street, Mail Stoj} 730
P.O. Box 7702 ". '.
San Francisco, CA 94J05~i 5 30·
Attn: ShirleyNg Tl;Klmpsofl
Associate Gcncrai Counsel; Legal Division
Federal Reserve Bimk.Of8an francisco
101 Market Street, Mail Stop 730'
P.O. Box 7702 '.
San Francisco, CA 94105-1530'
Attn: Randy Balducci
Director, District Facilities Management
Hillis Clark Martin & Peterson
500 Galland Building
.. 1221 Se.cond Avenue
Seattle,WA 98101-2925
Attn: • Michael F, Schumacher
Construction. Use and Easement Agreement
#300882 18173-002.04 6g5o/aOJ !.doc
page·5· .
Grantor:
with a copy to
with a copy to '
and a copy to,
Boeing Realty Corporation
Overnight and Street Address:
3076 160'h Avenue S,E.
Mailcode: 7H-AH
Bellevue. W A 98008
Postal Address:
P.O. Box 3707
Mai!code:7H-AH
Seattle, WA 98124-2207
Attention: Colette M, Temmink
Boeing R~alty Corporation
Overnight and Street Address:
3076160'hAvenueS.E.
Maileode: 7I:!cAH
Bellevue, WA 93008
Postal Address:
P.O. Box,3707
Mailcode: 7H~AH
Seattle, WA 98124-2207
Attention: John Powers
Boeing Realty Corporation
Suite 200
15480 Laguna Canyon Road
Irvine, CA 92618-2114
'" Attention: Steve Barker
. The BOeing Company
Boe\ngLaw Department
P.O. Box .3707
lvVC ll-XT
,Seattle,WA 98124-2207
Attention:, Gerald L. Bresslour
Phone No. (206) 655-2405
Fax No. ' (425) 965-8230
Construction, Use and Easement Agreement
#300882 18173-002.04 6g5%OP.doc
.. '""',.
page 6
~nd a copy to Perkins Coie LLP
1201 Third Avenue
Seattle, W A 98101
Attention: Michael A, Barrett
9, Attorneys' Fees. ' If, by reason of any default hereunder on the part of
either party, the other party employs an attorney, the defaulting party shall pay the non-
defaulting party's costs, expenses and <jlIOrneys' fees reasonably expended or incurred in
connection therewith.
ExeCUTED as of the date first ab~ve written.
GRANTOR: , LONGACRES PARK, INC.,
GRANTEE: FEDERAL RESERVE BANKOP SAN FRANCISCO
By ________________ ~~------__ ___
Name: ________________ ~ ______ __
Title:
Construction, Use and Easement Agreement page 7'
"."" ..
and a copy to Perkins Coie LLP
1201 Third Avenue
Seattle, W A 98 L 0 1
Attention: Michael A. BalTet(
9. Attorneys' Fees. ,If, by rcason of any delilUIt hereunder on the part of
either pariy, the other party er.hploY~'an attorney, the defaulting pm1y shall pay the non-
defauLting party's costs, expenses ai1d attorneys' fees reasonably expended or incun'ed in
connection therewith. '
EXECUTED asof the date tirs! above "Tilten.
GRANTOR:
GRANTEE:
Construction, Use and Easemr!nt Agreement
LONGACRES PARK, INC.,
a.\Vashington corporation'
By:-;'c----:~-_-_"------~-Name: __ ~ ________ ~ __________ __
Title:
FEDERAL RESERVE 13ANKOF SAN FRANCISCO
page 7 '
"'"
STATEOF (~M\"WS~'
COUNTY OF \< '-'A C) .
. '. J. 0
58.
, ., .. n ... 9ft IhisdayJ;tt0nallY. appeared before me .~Ct..r-t ,'DoL! U'1 ((A;' 2, , to me known to be the
~f!:.#I~i.Stf"""JljyrfJ:...o14~(JCH'" fMl '1"~rJS. ,the ~::":j" C()"l !lhatexe u(ed theJogoing instmment, and acknowied,ged such
instrument to.be the free and voluntary act and deed of such U>q>Qru..,b 0'><1 ,for the
uses and purposes therein mentioned, ando(\.oa\h stated that he/she was duly authorized
(0 execute such instrument. . -
Notary PuI)lIC Printed Name J4vle\/l-G C. f.? ,'CG
Stote 01 washington
. '. ARLENE C RICE . f
My AJipomllTlent Expires Aug 15. 2008 -K> t1
My Commission Expires ..-'>,.,A.4A"",=::....ce-:::.::4.-
Construction, Use and Easement Agreement
""".
STATE OF~ ___ _
COUNTY OF ___ _ } 55.
On this day personally appeared before me
-----7-----~--c;;__-~--' to me known to be the
~_'--_~-'--_c_-~of , the
-~~---,-c_'. that executed the foregoing instrument, and acknowledged such
instrument to be the free ai1d voluntar.y act arid deed of such , for the
uses aIld purposeStheteinmentiom:d, am\. on oath stated that helshe was duly authorized
to execute such instrumenl.
GIVEN UNDER My HAND AND OFFICIAL SEAL this _~ day()f ____ ~, 2005.
Construction, Use and Easement Agreement
#300882 18173-002.04 6g5%Oll.doc
Printed Name ~ _____ --e:_---'.,--__ _
NOTARY PUBLIC in and fur thaState 01--___ ".-
residing at~ .. __ ~ __ -'-_-"-'--" ___ ~_
My Commission Expires --c---,----_,--'-
page 9
I'·'''·
CALIFORNIA ALL·PURPOSE ACKNOWLEDGMENT
State of California
County oJ
A::· personally known to me
" proved to me on the basis of satisfactory
evidence
.1ft. be the perS~rl(~) whose name(s) @are
'subscribed to the" .,within lnstrument and
aCknOWle.d 9Sd to m~e :iha~heJthey executed
the, same In· ti h1mtheir aulhorized
," cap,El.(;:ity{les); an that by ~/her/their
signatur.e(s}-on the instrument lhe'p(rsOn(s), Or
t.~e entitY._,upon beh.~1f or whj~_h t~e pers~r)(sJ
, act~d, ex .instrument. . .
,. WITN g;..:I<t'\,Pffi!oial seal.
----~--~~----------opnONAL--------~--~--~---
Though the inforrriation'b~/o';'; ;S'n!)t required by law, it may prOve valuable to persons relying on the docume~t ancr'could prevent
. fraudulent remova! and reattachment of this form to another document. ' .
Descrjptl~n of Attached Document
tHIEl"r Type a! Docume~t ~JBJ4J1oN, Usr.E ~~ DocumentDate4l~ltl~ .. . .. _. _ .. _______ Numbe::;~EW-r :1-
Signer(s) Other Tti""'l'iamed Above: ~ . f'M.t::. 1:.(' . ,
Capacity(ies) Claimedl,>y Signer
Signer's Name: Rtt1Cf--W· "I2crIJ)(},~
o Individual (""l ,'"
llC_· Corporate Officer -Tille(5): ';;" \J 'f>.
?-i Partner -I limited 0 General .
Attomey~irt·Fact
L I Trustee
::J Guardian or Conservator
[j Other: ------:::--------r,,--.-..... ,-~---,=-c-;:e-
,-" .. -'
Exhibit A
LEGAL DESCRIPTION OF GRANTOR'S PROPERTY
Lots27 through 34, inclusive, and Tract G, of Boeing Longacres Property, Second
. Amended Binding Site Plan, record~d ;tt~ 1..?QOS-in Volume zz( of plats at
Page(s)22· through28. incluiive, Ui1du cording No. V>o"';o,>O'/0001o 7~ , in King
County, Washington.. . .
Construction, Use and Easemenl Agreement
#300882 1817}-002.04 6g5%Ol Ldoc
EX'hibitA
Exhibit B
LEGAL DESCRIPTION OF GRANTEE'S PROPERTY
Lot 33, of Bocjrrgtongacres Property, Second Amended Binding Site Plan, recorded A,i-zi,;Joo/L in Volume Z22 of plats at Page(s) Z2 through~ inclusive,
under~ccording·NQ. )oo'i,9!lt> 'i oo¢l<0i ' in King County, Washington.
Construction, Use and Easement Agreemenl
#300882 18173-0D2_04 6g5%OII.doc
ExhibitIf .
(
Exhibit C
LEGAL DESCRIPTION AND/OR DEPICTION OF EASEMENT AREA
Water Line EaseiiientArea:
A STRIP OF LAND 20.00 .FEET IN WIDTH WITH 10 FEET LYING ON EACH SIDE
OF THE FOLLOWING DESCRIBED. CENTERLINE:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 31 OF THE SECOND
AMENDED BlNPrNG SITE PLAN FOR THE BOEING LONGACRES PROPERTY
TO BE RECORbED IN MAY OF 2005, RECORDS OF KING COUNTY
WASHINGTON; THENCE NORTH 00 0 0 I '07" WEST ALONG THE EASTERLY LINE
OF SAID LOT 31, A DISTANCE OF 81.56FEET TGTHE POINT OF BEGINNING;
THENCE NORTI-l 89°59'47"WE8T A DISTANCE.OF 1 I .50 FEET TO THE
TERMINUS OF SAID CENTERLINE DESCRIPTION;
TI--lE SIDELINES OF SAID WATER EASEMENT ARE TO BE PROLONGED OR .
FORESHORTENED SO AS TO BE CONTIGUOUS WITH TlIEEASTBRL Y LINE OF
SAID LOT 31:
SITUATE IN THE CITY OF RENTON,COUNTY OF KING, STATE OF
WASHINGTON.
TOGETHERWITH-
ASTRIP OFLAND.2().OO FEET IN WIDTH WITH 10 FEET LYING ON EACH SIDE
or THE·FOLLOWINGDESCRIJ3'EncENTERLINE:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 27 OF THE SECOND
AMENDED BINDINOSITE pLAN FOR THE BOEING LONGACRES PROPERTY
TO BE RECORDED IN MA YOF 2005, RECORDS OF KING COUNTY
WASHINGTON; THENCE NORTH 10"02'29" EAST ALONG THE EASTERLY LINE
OF SAID LOT 27, A DISTANCE.OF 16.91 FEET TO THE f'OINT OF BEGINNING;
THENCE NORTH 90°00'00" WEST A DISTANCE Of 23.11 FEET TO THE
TERMINUS OF SAID CENTERLINE DESCRIPTION;
THE SIDELINES OF SAID WATER EASEMENT ARE TO BE PROLONGED OR
FORESHORTENED SO AS TO BE CONTIGUOUS WITH THE EASTEiZL Y LINE OF
SAID LOT 27;
Construction, Use and Easement Agreement
#300882 18173-002.04 6g5%O[!.doc
Exhibit C .
STTUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON.
Maps depicting Water Line Easement Areas are also attached .
. 'Sewer Lille Easement Area:
ASTRIP OF LAND 20.00 FEETiNWIJDTH WITH 10 FEET LYING ON EACH SIDE
OF THE FOLLOWINGDESCR(BED CI;;NTERLINE:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 27 OF THE SECOND
AMENDED BINDING SiTE PLAN FORTBE BOEING LONGACRES PROPERTY
TO BE RECORDEI)iN MA YOF 200S,RECORDS OF KING COUNTY
WASHINGTON;THENCE NORTH 10"D2'29"EAST ALONG THE EASTERLY LINE
OF SAID LOT 27, A DISTANCE OF3{)J9 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 89°47'40" WESTA DISTANCE OF 25.00 FEET TO THE
TERMINUS OF SAID CENTERLINE DESCRIPTION;.
THE SIDELINES OF SAID SEWER EASEMENT ARE TO BE PROLONGED OR
FORESHORTENED SO AS TO BE CONTIGUOUS WITH THE EASTERLY LINE OF
SAID LOT27;
SITUATE IN THE CITY OF RENTON, COUNTY()F KING, STATE OF
WASHINGTON.
Map depicting Sewer Line Easement Area is also attached.
Shared Access ParcelEllsementArea: . . . . .
,'.. . .
Trilet G,of Qoeing Loii.gacnis Property, Second Amended Binding Site Plan, recorded Y'fitft,2 0 0S. inVolume,ugofplatsatl:age(s) U. throughz..8 ,inclusive,
under ecordmg No. '2O:>5l7>CWOC() 1p7-; , In KIng County, WashIngton.
Construction, Use and Easement Agreement
#300882 l817J-002.{)4 6g;5%OI!.doc
EXhibit C
•
·SW27THST.
SCALE
/00 a 50 mo. . 200
~~~-~-~ .. ~~~-~ ... ~~!~~I~----!
28
3560 MontI! VUla />nkwlly
;Sothell, WilmIngton
f1fl"ZJ-B972
{~u)g&J-f~ua
({J?6}P61-4/lPS Fru;
.. 1l,..oIf/I'.~oD1
( FEU)
INCH = 100
27
I
I
I
I
FT
N90'OO'OO"W
2:511' '" ~~+--t-;, ~ "' F'Omr OF·
I .:'--~£GINNIN(;
NIO'02'29"f/
16,91'
29
BOEINGLONGACRES PROPERTY
WATER EASEMENT'
I
I
1
salSlJ MMfll: VJJhl Ptll'kvrllY
8Dt!r~~'oft~~~~ton
C.f U )IlGI--48tl(l
HU)~61-411:tf1 1Q
.. hpoatl/u ... "",
29
.. 1 33
~ .
•.
........... .......... .
. .,"
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N
~.~ 31 1 .
I
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. "."
TR.f\CT H ....
".' .,". .
BOEINGLONGACRES ~ROP~RTY
WAiER EASEMENT
•
SCALf
100 a 50 100,
~-, : :
( FEET)
1 'NCH~ 100
27
28
I
SW27THST,
'200
!
;:, , 0,
S89'47'40"W , ~I 25 ad' I::: t1~'
29
r 'PoINT OF -1 -BEGINNING:
N1a·02'29~£.-~·
3039'
. ~
I ~ :-8-
I
BOEING LONGACRE$ PROPERTY
SEWER eASEMENT
33{)O MO):lll!' Vll1lt ParkWs),
5.::othdJ. WtSslllngton
91:1021-8972
(iZj)ll5l-fSflO
r'(U)1I51"-'~0IJ Fn
... hp~~lJio.,,01JI
~, ~ .. t ~ A~~
~~J&;
First American
Title Company
~
~ ,,:
II) N9000 'OO""" )'''.74'
V I
N
kU ~
~I ~ ~~ <:
32
l)Q.~J I'Q. tt
J. Of ~Q!"ILS
.J71J.(H · W+E
S
N87'57'~2·W
LUA-02-022-BSP LND-J5-0114
5URVfrfO BY M-IP CI-i ECk t.O BY
Tax 10 : 088670-0320 -07
Short Legal : A Portion of County of King
Reference No .: 291590
County : King
5JJ ..
/"0<1 ) J ~
I"l't . ~ B a-
~
;a,S
~r~ ~I ~ ''< r
Map Not
To Scale
2.67
TRAC
,37,021$
0.8.5 (,J '
Plotted Easements
Legend o PIQ
# 1230320 (Electric -Not Plottable)
07/30/1918 # 1232952
(Electric -Not Plottable)
08/19/1918 # 1237963
(Electric -Not Plottable)
12/26/1918 # 1269247
(Electric -Not Plottable)
03/03/1922 # 1602611
(Pole Line -Not Plottable)
# 1602975 (Electric -Not Plottable)
# 2527873 (Pole Line
-Not Plottable)
10/30/1936 # 2919483,2919487,
2919489 ,2919490 ,2919491
(Slope -Not Plottable)
03/12/1959 # 5007171
(Electric -Not Plottable)
03/01/2002 # 0301000547
(Installation -Not Plottable)
F'777:I Plat Map Bk228 Pg22
~ (Private Access)
Th is map mayor may not be a survey of the lan d depicted hereon.
You shou ld nol rely upon it f or an y purpose other than o rientation
to the general location of the parcel o r parcel s depicted. Fi rst
Ameri can Tille expressly dlsdaims any liabil ity for alleged l oss or
damage wh ich may res ult from rel iance upon t hi s map.
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200£0501.{ 000" 7.3 ~ 02.2.....
BOEING LONGACRES PROPERTY
SECOND AMEliDIlD 8INDING SITE PLAN
s lot. 114 SEC. 24. T.23N .. R-4E .. W,M.
SE fl4 SEC. 24, T.23N .. R4E. W.M
N W. 114 SEC. 25. T.23N, R 4E" W.M.
N.~. 114 SEC 25, T.23N .• ~,4E .• W.1d
CITY OF RaTON. lONG COUNTY, WASHINaToN
rnl~:=:SlJR\I£Y-S~CEDE'S PRE'\.fOUS 9tNDJNr; SJ7F PLAN RECOR~D UNDER R£COROING NO. 20040108000Tfi<f.
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V. 2.Z-Z
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