HomeMy WebLinkAboutApplication APPLICANT 2/22/2011
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City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Plan Review
A
Glenwood Op LLC, c/o Frank Gibson wI' Hutchinson, Cox, Coons
Iicant Name: Du riest & Sherlock P.C. Phone: 541-686-9160
Com an :
Address:
Glenwood 0 , LLC
777 Hi h Street, Eu ene OR 97401
Fax:
541-343-8693
A licant's Re .. Scott Stolarcz k
Phone: 541-342-8077
Com an :
Robertson/Sherwood/Architects c
Fax:
541-345-4302
Address: 132 East Broadwa , Suite 540 Eu ene, OR 97401
Owner: Phone:
Com an
Glenwood 0 , LLC
Fax: .
Address:
ASSESSOR'S MAP NO:
17-03- -31 and 17-03-
34-34
TAX LOYNO S : Lot 900 and Lot 201
Address: 3500 Block of Franklin Boulevard between Glenwood Blvd and Henderson Ave.
75,666 s uare feet 1.73 acres
Acres D S uare Feet D
Pro osed Name of Pro'ect: Glenwood 0 Medical Office Buildin
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Pro osal: New 2-stor medical office build in
Undevelo ed site
42,775 sf
riate box on the next
Associated A
Si ns:
Pre-Sub Case No.:
Reviewed b
Case No.:
Date:
Reviewed b
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A lication Fee: $
Technical Fee: $
Posta e Fee: $
TOTAL FEES: $
ECT NUMBER:
I \-ODOofo
Revised 11/19/09 .
FEB 2 2 2011
1 of 10
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Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process:
An application without the Owner's original signature will not be accepted.
Pre-Submittal
Owner:
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf.
I/we do hereby acknowledge that I/we are legally responsible for all statutory
timelines'Zinfor-mationl requests and reqUirements. conveyed to my representative.
'~0'
, '4: l.--- Date: :2 II f' / i)
Signature . T
fYt..._tc a-j7_<!i~
Print
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
Owner:
Date:
Signature
Print
PRE.SUBMITTAL REC'D
FEB 2 2 2011
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Revised 11/19/09 2 of 10
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Type II Site Plan Approval Narrative for:
Glenwood Op Medical Office Building
3500 block of Franklin Boulevard
Eugene (Glenwood), Oregon
18 February 2011
Applicant/Property Owner
Glenwood Op LLC
c/o Frank Gibson
Hutchinson, Cox, Coons, Dupriest & Sherlock P.C.
777 High Street, Eugene, OR 97401
Phone: 541-686-9160 Fax: 541-343-8693
Architect/Applicant's Representative
RobertsonlSherwoodlArchitects pc
132 East Broadway, Suite 540
Eugene, OR 97401
Phone: 541-342-8077 Fax: 541-345-4302
Alln: Scoll Stolarczyk, AlA, LEED AP
Civil Enqineer
KPFF Consulting Engineers
1201 Oak Street, Suite 100
Eugene, OR 97401
Phone: 541-684-4902 Fax: 541-684-4909
Alln: Anna Backus
Landscape Architect
Cameron McCarthy Landscape Architects
150 East Broadway
Eugene, OR 97401
Phone: 541-485-7385 Fax: 541-746-0389
Alln: Justin Lanphear, ASLA
Project Description:
This application is for site plan approval of a new 2-story medical clinic and office building of
approximately 19,900 square feet, to be located in on a vacant lot on the south side of Franklin Boulevard,
between Glenwood Boulevard and Henderson Avenue. .
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View at Buildinq from the North (Franklin Boulevard)
PRE-SUBMITTAL REC'O
FES 2 2 2011
Glenwood Op Medical Office Building
Site Plan Review Narrative
Page 1
February 2011
Project Location:
The project site is located on the south side of the 3500 block of Franklin Boulevard in the Glenwood area.
The site is currently vacant and undeveloped.
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Approvals Requested:
Type II, Site Plan Approval
Attached Information (included in this Pre-Submittal package):
Type II Site Review Application (1 copy)
Check for Pre-Submittal Application Fee
Stormwater Scoping Sheet and Report (3 copies)
Geotechnical Report (1 copy)
Exterior Light Fixture Cut Sheets (1 copy each)
8-1/2x11 Site Plan
Drawings (7 copies)
GO Project Information
Topographic Survey
LO Site Assessment of Existing Conditions
L 1 Site Plan
L2 Vertical Control Plan
L3 Landscape Plan
C 1 Civil notes, Legend and Abbreviations
C2 Storm Drainage and Utility Plan
E1 Site Plan- Electrical
A 1 Building Plans/Exterior Elevations
Additional Information to be Provided for Completeness:
Preliminary Title Report
Deed
Additional Drawing Sets as Required
Site Ownership:
Glenwood Op, LLC is the owner of the two lots, totaling 1.73 acres, shown for development in this site
plan review application.
Project Use:
Combined medical clinic and offices. Employment projections are approximately 60 at the time the
building will be occupied. The clinic and offices are part of one business.
Hours of Operation: Normal operating hours will range from 8:00 AM to 7:00 PM, Monday through Friday,
except holidays. Saturday operation my occur as the client base grows.
Phasing:
The project will be constructed in one phase.
Zoning:
The site is within the City of Springfield's Urban Grow1h boundary and within City limits and is zoned CC,
Community Commercial. A medical office building use is a permitted primary use in this zone. The
Eugene/Springfield Metro Area General Plan Diagram (per the 2004 Metro Plan with December 2009
updates) indicates the site is designated at "Rural Commercial'. However, the Metro Plan states that this
rural designation applies to land outside of the current Urban Grow1h Boundary.
Adjacent Uses:
The property to the west is an automotive repair/car sales business. The properties to the east are a
photocopy supply business and radiator repair business. The property to the south is L TD's fieet
maintenance facility.
Glenwood Op Medical Office Building
Site Plan Review Narrative
PRE.SUBMITTAL REC'O
FEB 2 2 2011
Page 2
February 2011
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Refinement Plan:
The applicable refinement plan for the subject site is the Glenwood Refinement Plan. The site is part of
Subarea 7 and is designated as a CommerciallndustriallMixed Use zone. For development fronting
Franklin Boulevard, the Refinement Plan specifically addresses the following criteria (as noted in Section
E.4.b): .
(1) Landscaping, including street trees, shall be provided where possible along Franklin Boulevard.
The project proposes adding trees along the Franklin Boulevard frontage, per current City standards.
(2) Placement of parking areas in side yards and rear yards shall be encouraged.
Ali vehicle parking is located in the side and rear yards. There is no parking between the proposed
building and Franklin Boulevard.
(3) Placement of chain-link fencing within 20 feet of the right-of-way shall be discouraged. If fencing is
needed within this 20-foot setback area, ornamental iron fencing or it's equivalent shall be provided.
Ornamental fencing is proposed adjacent to Franklin Boulevard. The ornamental fencing will return
back along the west and east property lines for a minimum of 20' from the north property line.
(4) Signs shall be set back ten feet from the right-of-way.
Signage is proposed to be mounted on the building is setback from the right-of-way as required
(5) Where development abuts a public street that intersects with Franklin Boulevard, the site design
shall reinforce recognition of the street (as opposed to just another driveway).
This criteria is not applicable.
(6) Where commercial or industrial development is adjacent to residential development, illumination
shall be oriented away from the residential development
This criteria is not applicabie.
(7) Safe and efficient ingress and egress
Ingress and egress from Franklin Boulevard is designed in accordance with Oregon Department of
Transportation guidelines. The proposed driveway is space away from exiting adjacent driveways to
the fullest extent possible. Ingress and egress from East 14th Street will be designed in accordance
with City of Springfield Standards.
Site Access I Transportation:
Primary site access will be provided via a driveway off Franklin Boulevard at the north side of the site.
Secondary vehicle access is provided via a driveway off East 14th Street at the south side of the side.
Primary pedestrian access will be provided via a sidewalk off of Franklin Boulevard.
Based upon the square footage and use of the building, and using Institute of Transportation Engineers
standards, the development would generate to over 500 daily trips, the threshold for requiring a
Transportation Impact Study (TIS) per City of Springfield requirements. However, conversations with City
of Springfield staff and Oregon Department of Transportation (ODOT) representatives have indicated that
a TIS will not be required for this development, given the current capacity of Franklin Boulevard and that
there are proposed changes in use, density, and infrastructure for the Glenwood area.
According to ODOT representatives, there is not an approved permit for an approach to Franklin
Boulevard from the site. While ODOT has indicated their preference would be for this property to create a
shared driveway with an adjacent property they have said they will approve a new driveway approach for
the development as long as it is located as far away from existin9"..'I.c~e)li;~y's as~ossible.
. . .' t'l<t-\lunMIIIAL REC'O
Glenwood Op Medical Office Building
Site Plan Review Narrative
FEB 2 2 201l
Page 3
February 2011
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Lane Transit District (L TO) currently owns a 10' wide piece of property that sits for between the project site
and Franklin Boulevard for most of the project sites length. This property was purchased by L TO during
development of their EmX bus line several years ago. L TO's intention was to transfer ownership of this
property to ODOT so it would become part of the public right-of-way. During our research of the property
it was discovered that L TO had not yet started this transfer process. L TO has submitted paperwork to
ODOT to complete this transfer. Per conversations with City of Springfield staff and ODOT
representatives, it was agreed that since L TO is still in the process of transferring the property, we may
submit this application for Site Plan Review even though we have not yet submitted an application for an
ODOT approach permit. It is understood that the ODOT approach permit will need to be approved prior to
gaining final Site Plan Review approval with the City.
Off-Street Parking Facilities:
All off-street vehicle parking will conform to the standards listed in SDC Sections 4.6-110 through 4.6-120.
The minimum number of parking spaces is calculated as follows:
Vehicle Parking:
Code Required: 19,900 SF /300 SF per parking space = 67 parking spaces
Total vehicle parking spaces provided: 85 spaces
Compact Parking: Maximum 30% of spaces
25 compact spaces allowed
25 compact spaces provided
Bicycle Parking:
Covered long term bicycle parking will be provided at the southwest corner of the building. Short term
parking will be provided adjacent to the primary building entrance at the southeast corner. All bicycle
parking spaces will conform to the standards listed in SDC Sections 4.6-140 through 4.6-150.
Bicycle Parking
Code Required: 19,900 SF / 3,000 SF per space = 7 spaces
25% long term: 2 spaces
75% short term: 5 spaces
Total bicycle parking spaces provided: 7 spaces
2 long term
5 short term
Loading Areas:
Loading requirements are minimal and primarily for office/building supply deliveries. A dedicated loading
area is provided as the southwest corner of the building.
SDC Article 3.2-440(C} requires screening for truck parking for vehicles necessary for the operation of the
facility. Since there is no manufacturing or sales occurring on site, this screening requirement is not
applicable.
Transit Facilities:
There is currently a Lane Transit District (L TO) transit stop for the east bound leg of the EmX line located
immediately in front of the site along Franklin Boulevard. The west bound leg of the EmX line is located
on the other side of the street and west approximately one block at the Glenwood Boulevard intersection.
Utility Infrastructure:
The project site is served by adequate public utilities for sanitary sewer, water, electricity, and natural gas.
The project proposes to extend these utilities onto the project site, to provide adequate fire protection and
utility services for the proposed office building development. There is no public stormwater infrastructure
and so all on-site runoff will be held on site via a series of rain gardens.. All new utilities will be placed
underground. Refer to the drawings included with this application for description and location of the
proposed utility extensions, and for stormwater management strategies.
Glenwood Op Medical Office Building
Site Plan Review Narrative
PRE.SUBMITTAL REeD
FES 2 2 2011
Page 4
February 2011
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Easements:
Refer to the survey included in the drawing set for description of easements associated with the project.
Stormwater Management:
The site is not served by any public stormwater infrastructure and so all stormwater runoff will be held and
maintained on site. A series of "rain gardens", or swales, are incorporated into the site design to capture
and hoid all runoff. Percolation testing has been performed and the data used to properly size the rain
gardens. Refer to the Landscape and Civil drawings for detailed information on the design of stormwater
facilities.
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View at Southeast Corner of BuildinQ
Floodplain:
The property is not located within a flood plain or floodway.
Wetlands:
The property is not in areas identified in the Springfield Local and National Wetland Inventory Map.
Drinking Water Overlay District:
The site outside the Zone of Contribution (Time of Travel Zone) as shown on the City of Springfield's
Wellhead Protection Area Map.
Fire Protection:
The proposed building will be fully sprinklered. Location of the fire department connection.(FDC) will be
coordinated with the Fire Marshal. Fire truck access to the buildings is accomplished by a paved 26 foot
wide access route through the side, providing fire department access to all points around the building.
Trees:
There are no existing trees on the site.
Signs:
Per SDC 8.248, at total of 3 wall signs totaling 350 square feet are allowed, and 1 freestanding sign with
100 per face or 200 square feet total is allowed. The signage currently proposed for the project will
consist of two wall mounted signs on the north side of the building, totaling approximately 204 square feet
in size, located on the north facade of the building. Other signs on site may include directional signs and
are exempt per SDC 8.234.
Glenwood Op Medical Office Building
Site Plan Review Narrative
PRE-SUBMITTAL REC'D
FEB 2 2 2011
Page 5
February 2011
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1I~'mUI:II~~'~alllll.lIl. Geotedmical & Construction Services
Glenwood Op, LLC
Ms. Carole Knapel
1201 Oak Street
Eugene, Oregon 97401
January 17, 2011
. Geotechnical Investigation
Glenwood Op Project
Franklin Boulevard
Eugene, Oregon
Project #2107170
Dear Ms. Knapel:
We are providing geotechnical engineering services for the above referenced site as
outlined in our proposal. This letter provides a summary of our findings and provides
geotechnical recommendations for design and construction of the proposed
foundations as well as a discussion of seismic considerations.
. BACKGROUND
A new building and associated parking is being designed for a currently vacant parcel
on Franklin Boulevard in Eugene, Oregon. The site location is shown on the attached
Vicinity Map (Figure 1). The proposed improvements at the site include construction of
a new two story building and associated concrete slab, parking and access pavements
and landscaped areas. The proposed structure has a :tao foot by :t130. foot footprint.
The proposed development area is relatively ievel and. currently includes gravel
surfacing with some grass and brush over much of the parcel. Minor site grading is
anticipated for the improvements. The building is expected to have' a finished floor
elevation slightly above existing ground elevations with pavement grades closely
matching existing site grades. The conceptual site layout and proposed building
location is shown on ihe attached site plan (Figure 2). We understand that portions of
the site will be landscaped and used for stormwater detention and treatment.
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pe!R~;~~s~MJ~AL REC'O
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/qr-"nw'lf.t 2 2011
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. r CoD. 11
750 NW Comell Avenue . Corvallis, Oregon 97330. phone (541) 757-4698. fax (541) 757-2991
29540 B Airport Road, Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
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SITE CONDITIONS
Surface Conditions:
The proposed development location is a relatively flat, gravel covered parcel. It
. appears that the site was previously developed with much of the parcel including gravel
surfacing. Grass, blackberries and brush are present over much' of the parcel. The
Willamette River is located a short distance to the east of the site. The site is
surrounded by existing development with Franklin Boulevard to the north of the site and
an existing bike path located along the south property boundary.
Subsurface Conditions:
Subsurface conditions were explored'at six locations on December 16 using a rubber
tired backhoe. . The approximate test pit locations are shown on the Site Plan (Figure
2). The test pits were extended to depths of :t4 to 6 feet below existing site grades.
We observed wet soil conditions and ground water seepage in the gravel stratum in
some of the test pits at the time of our exploration. Ground water seepage as shallow
as 3.8 feet below grade was observed. at the time of our exploration in December.
Therefore, we anticipate that a relatively shallow ground water level is present at the
site throughout the year. A narrative summary of soil conditions at individuClI test pit'
. locations are attached. A brief summary of the various soil strata encountered is
provided below.
FILL:
Fill materials. were observed in the upper portion of the soil profile across the
site. The upper 0104 to 6 inches of ttie fill material typically consists of %-inch
minus crushed rock surfacing. The fill thickness varies from 0101 to 3 feet in the
area of the proposed building. The fill in this portion of the site inCludes concrete
slabs and foundations associated with a previous structure 'at the property. The
fill also includes concrete, asphalt and metal debris .that has been placed on the.
site.
The fill profile encountered in explorations in the proposed pavement areas
. typically was less than 1 foot thick. The fill at these locations generally consists
of sandy gravel to silty or clayey gravel.
Sandv Silt Alluvium:
Generally, the upper fill transitions to medium stiff sandy' silt to silty sand
alluvium. The silt stratum was absent at TP-4:' The silt stratum varies in
thickness and consistency across the parcel. The silty soils were observed to be
0101 to 3 feet thick, where encountered. The silt generally became sandier with
increased depth' and was relatively sandy at the transition from the fill at some
locations. The silt is brown, moist to very moist, and non-plastic to low plastic.
The sand is generally fine grained, with'some coarse sand noted with increased
depth.
PRE.SUBMITTAL REC'O'
FEB 2 2 201f
Geotechnical Investigation
Glenwood Op Project
Eugene, Oregon
2.
January 17, 1011
Project No. 2107170
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Sandv Gravel Alluvium:
The silt and sand alluvium transitions to sandy gravel with depth. The gravel is
typically :l:3-inch minus, rounded 'and well-graded. The sandy gravel contains
some to trace silt and is very moist to wet. The sandy gravel extends to the limit
of our exploration at the site (:1:6 feet).
INFILTRATION TESTING
Infiltration testing was conducted at two locations (P-1 and P-2). The approximate'test
locations are shown on Figure 2. The testing was conducted to assist in estimating the
hydraulic conductivity of the soil beneath the site for use in disposal of storm water.
The falling head infiltration method was used for the testing, in general conformance
with the Eugene Stormwater Management Manual - July 2006. The water levels were
monitored over a five hour period with variable infiltration rates observed. Based on our
observations, it appears that the subgrade soils are expected to have low to moderate
permeability. The infiltration rates are expected to increase with depth in the soil
profile. A summary of test depths, subgrade. soils and infiltration measurements are
provided in Table 1 for individual test locations. We recommend using an infiltration
rate no greater than % incheslhour for. average infiltration rates in the upper :1:18 to 24
inches of the soil profile at the site. The design infiltration rate may be increased to 4
incheslhour if the infiltration areas are excavated to the sandy soil subgrade and
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relatively free draining material is used to backfill the excavation to the design subgrade
level.
Table 1. .Infiltration Testing Summary
Test Test Depth Measured
Subgrade Soil Infiltration
Location (in.) rate (in./hr.)
P-1 24" Sandy Silt :1:12 in.lhr.
P-2 18" Silt :1:1.5 in.lhr.
DISCUSSION OF GEOTECHNICAL ISSUES
PRE.SUBMITTAL REC'O
. FEB 2 2 2011
Weather Conditions:
The site work should be conducted during dry weather, to the extent practical. The site
grading is expected to. be minimal and will primarily be excavation of the existing fill
material for the building pad and footings. The subgrade soils will typically include silt,
which is expected to be moisture sensitive. The excavation depth for the footings and
pavements will have to be increased and a thickened rock section used for site
preparation during wet weather conditions. Therefore, wet weather construction is
expected to have higher site preparation costs.
Buildinq Site Preoaration: .
We understand that the new structure will include slab on grade construction that will be
elevated above existing site grades. All fill materials and debris will need to be
excavated from the building area and hauled from the site as the excavation is
Geotechnical Investigation
Glenwood op Project
Eugene, Oregon.
3.
January 17,1011
Project No. 2107170
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conducted. The building site preparation should include compaction of imported
aggregate base over the approved subgrade soil. Due to the variability of the fill across
the site, we anticipate that site observation will be required throughout the building
excavation to verify suitable subgrade soils. Based on the observed depth of fill, we
expect that the building pad will include a minimum of 12 inches of aggregate base with
some areas requiring :1:3 feet of imported aggregate base.
Foundations and Drainaqe:
We anticipate that foundation excavations will extend :1:2 feet below existing grades at
the site to provide adequate footing embedment and bypass existing fill material. The
upper silt alluvium is expected to be adequate to support relatively light foundation
loads without excessive settlement. We have provided recommendations for
. constructing the footings over :1:12 inches of compacted aggregate base to 'provide a .
working surface during construction. If footing excavation work is completed during wet
weather, we expect that the required excavation depth and rock thickness will increase.
We haye assumed that site grading will be conducted to elevate the slab above existing
grades and provide positive drainage away from the structure. The site includes a
seasonally shallow ground water surface. Therefore, we have assumed saturated
conditions in our bearing capacity evaluation and foundation drains should not be
required. However, we recommend that the building slab include a vapor barrier due to
the anticipated shallow ground water levels. We have assumed that rain drains from
the building will be transmitted to the storin system at the site. .
SEISMIC CONSIDERATIONS
Our observations of the foundation soils underlying the proposed site and knowledge of
the area suggest that the seismic risks at the site are relatively low. A summary of
several considerations are outlined below.
Fault Rupture:
Fault rupture is not believed to be a concern at the site, since there are no known faults
in the immediate vicinity.
Relative Amplification Hazard:
The deeper soil profile at the site is expected to include dense gravel alluvium overlying
weathered rock. The upper soils include a stratum of medium stiff silt and medium
. . dense sand. Based on the limited thickness of the upper medium stiff/dense soil, we
believe that there is a low amplification hazard at this site, and that the typical
correlations provided by the Oregon Structural Specialty Code (OSSC) site
classifications are appropriate for design.
Relative liquefaction Hazard:
The foundation soils include medium stiff sandy silt to silty sand in the upper portion of
the soil profile transitioning to dense sandy gravel. Shallow ground water is anticipated
at the site that may impact the upper sandy soils. The sandy alluvial soils are expected
to have a moderate risk of liquefaction or strength reduction during a design
earthquake. . .However, due to the limited thickness of the sand stratum and density of
the underlying sandy gravel, we anticipate that the hazard would result in o~E1Cla~MITTAl REC'O
settlements to the structure. The Ii uefaction risk could be miti ated at the sire '6
Geotechnical Investigation January 1, 12 2 20 It.
Glenwood op Project 4. . Project No. 2107170
Eugene, Oregon
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extending the footing excavations .through the upper sandy soils to the sandy gravel
and backfilling with compacted aggregate base.
SEISMIC DESIGN
The average soil conditions in the upper :t100 feet beneath the proposed structure is
expected to consist predominately of medium dense to dense alluvium overlying
bedrock. Therefore, we believe that use of a site class b is appropriate for seismic
design. In our opinion, the spectral accelerations and attenuation relationships
provided in the 2007 OSSC are appropriate for seismic design of the new structure..
We recommend using the General.Procedure of OSSC, SeCtion 1613 to develop
parameters for seismic design of the structure.
Peak ground accelerations and spectral accelerations (on rock) were determined for
design using 2% probability of exceedence in 50 years (Le., :t2,475 year return interval).
We have used the 2002 USGS modeling for the site. This modeling considers a variety
of seismic sources including crustal.and subduction zone earthquakes. However, the
principal. source of the design ground motion is due to a large magnitude (Mw 8.3 to 9.0)
. earthquake along the CSZ with a source distance :t35 miles from the site. Crustal
earthquakes were also considered, but do not contribute. significantly to the design
ground motion. The peak ground acceleration (PGA) on rock for the site is 0.27g with a
short period acceleration (S5) of. 0.66 at 0.2 second period and long period speCtral
accelerations (S1) of 0.32 at 1.0. second period. The parameters for establishing the
General Procedure Response Spectrum using OSSC Section 1613 are summarized in
Table. 2. The values for Sos and S01 inclLide a two-thirds reduction as discussed in
Section 1613.5.4.
Table 2. OSSC 2007 Seisniic Design Parameters
Site S5 SI Fa Fv SMS SMl 5DS. SDl
Class
D 0.66 0.32 1.28 1.77 0.84 0.56 0.56. 0.37
GEOTECHNICAL ANALYSIS AND DESIGN RECOMMENDATIONS
Bearinq Capacity:
We conducted bearing capacity analysis for modest foundation loads which are
anticipated for the new structure. Foundation loads are expected to include continuous
footings with loads as great as 4 kips/linear foot and spread footings with loads as great
as :t50 kips.
Moderately loaded footings may be constructed over the upper silt and sand alluvium.
using an allowable bearing pressure of 2,500 psf. All continuous perimeter footings
should have a minimum width of 18 inches. Isolated spread footing foundations should
have a minimum dimension of 24 inches. Our analysis assumed that the footings
would b!:l,~,nd~.rlain by a nominal :t12 inches of compacted crushed rock thcpIWSoB~J'hTIAL REC'O
rE9 2 2 2011
January 17,1011
Project No. 2107170
5,
Geotechnical Investigation
Glenwood Op Project
Eugene, Oregon
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minimum of 6 inches beyond the limits. of the footing. The base of all perimeter footings
should be embedded a minimum of 18 inches below finished grades.
The footings should be designed using an ultimate subgrade friction coefficient of 0.4
for foundations constructed on compacted crushed rock. A factor of safety of 1.5 is
appropriate for this coefficient to minimize relative movements when considering long-
term loads. .
Soil parameters used in the bearing capacity evaluation were also used to estimate the
modulus of subgrade reaction beneath the proposed slab. Our calculations suggest
that slab design using a ks value of 80 kips/feis appropriate for the site assuming a
minimum aggregate base thickness of 12 inches over the silt subgrade.
Settlement: .
Considering the relatively light foundation loads. and stiffness of the underlying alluvial
soil, 'we do hot believe that structure loads will result in significant settlement. However,
subsurface conditions vary across the site. We recommend that all footing and building
slab excavations extend through the upper fill materials and expose medium stiff, native
silt and sand alluvium. Proper subgrade preparation and fill placement and compaction
will be necessary to adequately support the. structure. Proposed foundations are
expected to result in minor long-term consolidation of the alluvial soils. Therefore, we
recommend that the structures be designed to accommodate maximum total and
differential movements of Y, inch. .
Pavements:
We have conducted pavement thickness analysis using assumed traffic, based on our'
. experience with similar facilities. Our assumed traffic includes a daily volume of 200
cars and piCkups and 2 light tWo-axle delivery trucks (28k gross vehicle weight) and one
three-axle truck (50k gross vehicle weight). The light traffic applied over a 20 year
design' life results in an Equivalent Single Axle Loading (ESAL's) of :1:30,000. . A Mr
value of 4,000 psi was selected for our analysis based on available correlations and our
experience with similar compacted silt subgrade soils. We assumed a 20 year design
life for our analysis, a reliability of 90% and terminal serviceability of 2.0. Our
calculations suggest that a pavement section consisting of 3 inches of asphalt over 12
inches Of aggregate base should be used for pavements at the site.
CONSTRUCTION RECOMMENDATIONS
Materials:
Unsuitable soils at the site should include fill materials containing debris, organics or
plastic clay and any organic soils. Stumps, large roots (over :1:1 inch in diameter) or
deeper concentrations of soft soil conditions or organic' material should also be
considered unsuitable. Unsuitable soils should be hauled from the site. Required
excavations are expected to include an existing building slab and associated footings
. that previously occupied the site.
,
Aggregate base as .defined in this report should consist of % to 1-inch minus, well
graded crushed rock. The rock should be relatively clean with less than 5% (by weight)
passing the #200 sieve. PRE.SUBMITTAL REC'D
FEB 2 2011 January 17, 1011
2 Project No. 2107170
. Geotechnical Investigation.
Glenwood Op Project
Eugene, Oregon
6.
.
.
All imported aggregate base should be moisture conditioned and compacted to at least
95% relative compaction. The maximum dry density of ASTM 0 698 should be used as
the standard for evaluation of relative compaction.
Site Preparation (Drv Weather): ,
The existing fill material should be excavated from beneath all proposed slab and
foundation areas. We recommend that the underlying subgrade surface be evaluated
during dry weather by proof rolling the relatively undisturbed alluvium to identify any
areas of soft or, yielding subgrade' that may require additional e)<cavation and
replacement. The engineer should identify tlie extent and depth of the existing fill
, material that needs to be excavated and replaced with imported crushed rock.
Footing areas should be excavated as required to allow placement and compaction of
:t12 inches of aggregate base. All softened or disturbed subgrade materials should be
excavated to firm subgrade. The subgrade soils beneath the foundations should be
observed and approved by the engineer at the time of excavation. The approved
foundation soil should be covered with a leveling.course of :t12 inches of compacted
aggregate base.
All structural fill should be documented to confirm adequate compaction. Field density
testing should be conducted where 8 inches or more of compacted aggregate base is
required to attain, either bottom of f<;>oting'or slab elevations. Fill material should be
placed in loose lifts no greater than 12 inches thick. Final compaction of the building
pad in slab areas should be conducted after all plumbing 'and electrical trenching has
been completed. Field density testing should be conducted on the completed building
pad fill to confirm adequate compaction of the aggregate base.
Site Preparation (Wet Weather):
Additional excavation and placement of aggregate base will be required to support
construction operations if the site preparation work is delayed until wet weather
conditions., Dewatering of required excavations at the site is anticipated for work
conducted during wet weather months. The aggregate base thickness beneath
foundations and slabs should be increased to at least 18 inches for wet weather
construction. The excavation work should be completed using a smooth bucket and
conducted in small sections to allow fill placement as the work progresses. The
excavation should be inspeded throughout the work to delineate any unsuitable
subgrade soils exposed in the excavation. Wet weather construction should' be
, conducted to minimize disturbance to ,the subgrade to the extent practical. Placement
and compaction of aggregate base will not be practical during periods of extremely
heavy rainfall. Therefore, the sitework should be delayed during periods of heavy rain.
In addition, use of a higher quality granular fill and placement of a thickened initial lift
may be required.
Foundation Construction:
Footing excavations should extend into the relatively undisturbed native alluvium. The
base of all perimeter footings should be at least 18 inches below the finished grade or
paved surface. Place and compact a minimum of 12 inches of aggregate base beneath
all footings.
Geotechnical Investigation
GlenwQod Op Project
Eugene, Oregon
7.
PRE-SUBMI11AL RECIO
FEEl ~ ? ?OIL
January 17, 1011
Project No. 2107170
.
.
Pavements:
Pavements should be constructed during dry weather to the extent practical.
Construction of the pavement sections will require a thicker aggregate base section
during wet weather to support construction operations. In addition, paving may not be
practical during wet weather.
Excavate as needed in the pavement areas to attain the design subgrade elevation.
The subgrade should be evaluated at the time of pavement section construction to
identify any areas of soft or unsuitable material. We anticipate that some areas may
encounter unsuitable fill material at the design pavement subgrade level. Therefore,
the pavement subgrade should be evaluated by the engineer at the time of excavation
to determine the limits of additional excavation required. The finished subgrade should
be evaluated by proof-rolling the surface using a loaded 12 cubic yard dump truck and
conducting field density testing at regular intervals. Any areas of excessive deflection,
rutting or pumping or failing density test results should be identified and either
processed and compacted or excavated and replaced with compacted granular fill.
Place and compact the required base section overlhe approvedsubgrade as soon as
practical. We recommend a minimum base section of :1:12 inches for tile section
constructed over fine-grained soils. We anticipate that the base section will support
limited construction traffic during dry weather conditions. Field density testing should
be completed on the aggregate base prior to paving to confirm adequate compaction.
. Compact the asphalt cement pavement to a minimum of 91% relative compaction
according to the theoretical maximum density calculated from the Rice specific gravity.
Conduct field density. testing on the asphalt pavement at the time of compaction to
confirm the required density is being achieved:
LIMITATIONS AND USE OF THIS REPORT
This report has been prepared for the exclusive use of Glenwood. Op; LLC and their
. design consultants for the proposed. Glenwood Op project located on Franklin
Boulevard in Eugene, Oregon. Information contained herein should not be construed
as a warranty or guaranty of site or subsurface conditions. .Our explorations indicate"
. soil conditions only at specific locations and only to the depths penetrated. They do not:
necessarily reflect soil strata or water level variations that exist between or beyond.
exploration locations or limits. Soil and ground water conditions at other locations or
times may differ. Our work should not be assumed to represent any environmental
. services; we have. assumed" that those services are being provided by others. Our
work, at the time this letter was prepared, has been conducted in accordance with
. .
generally accepted principals and practices. No warranty or other conditions,
expressed or implied is made.
PRE-SUBMITTAL REC'O
FEB 2 2 2011
Geotechnical Investigation
Glenwood Op Project
Eugene, Oregon .
8.
January 17, 1011
Project No. 2107.170
"
.
.
"
We trust this information meets your current needs. Please feel free to contact us with
any questions.
Sincerely,
FEI Testing and Inspection, Inc.
. VVlf V1\vL
/lJ'~17-
Michael L. Meyer
Vice President
Attachments:
Mel McCracken, P.E.
Project Engineer .
NarrativeTest Pit Logs (pages 10 through 12)
Figure 1. Vicinity Map
Figure 2. Site Plan
. PRE-SUBMITTAL REC'O
FEB 2 2 lOll
Geotechnical Investigation
Glenwood Op Project
Eugene, Oregon
9.
January 17. 1011
Project No. 2107170
.
.
NARRATIVE TEST PIT SUMMARIES
GlenwoodOp Project
Franklin Boulevard
Eugene, Oregon
Project No. 2107170
"
Excavated on December 16, 2010
. TP-1
Elevation N/A
Depth (ft.) Soil Profile Description
0-2.9 Crushed rock surfacing
Medium dense silty GRAVEL with' some debris and clay: brown,. moist, debris
includes wood; concrete and asphalt, rounded to subangular gravel to ,"3 inches,
(FILL).
2.9 - 50 Medium dense silty SAND; brown, moist, fine' sand, rounded non-plastic silt,
(alluvium).
.
50 ~ 6.0 Medium dense gravelly SAND; grey, very moist, rounded gravel to :t3 inch diameter,
(alluvium). Minor caving of test pit sidewalls
.
No groundwater infiltration encountered.
TP-2
Elevation N/A
Depth (ft.) Soil Profile Description
0-1.9 Crushed rock surfacing
Two concrete slabs below '"6 inches.
Medium dense sandy GRAVEL with some silt to CLAY with some gravel: grey,
. slightly moist, crushed :t%-inch minus base. aggregate and open-graded :t3 inch
. gravel, (FI LL).
1.9 - 5.0 Medium dense silty SAND; brown, moist, fine to medium sand, (alluvium).
5.0 -5.5 Medium dense to dense sandy GRAVEL; grey and brown, moist, rounded gravel to
:t3 inch diameter, (alluvium).
No groundwater infiltration encountered.
PRE.SUBMITIAl REC'O
FEB 2 2 2011
Geotechnical Investigation .
Gfenwood Op Project
Eugene, Oregon
10.
January 17, 1011
Project No. 2107170
.
.
,
TP-3
Elevation N/A
Depth (ft.) Soil Profile Descriotion ,
0-1.1 Crushed rock surfacing
Medium dense silty GRAVEL to gravelly CLAY: grey to brown, moist, rounded to
angular gravel to 0,3 inches, (FILL).
1.1 -2.0 Medium stiff sandy SILT; brown, moist, fine sand, (alluvium).
2.0-4.5 Medium dense to dense sandy GRAVEL; grey, very moist to wet, rounded gravel to
':!:4 inch diameter, (alluvium). '
No groundwater infiltration encountered.
TP-4
Elevation N/A
Depth (ft.) Soil Profile Descriotion
0':-2.6 Crushed rock surfacing
Medium dense clayey. GRAVEL with abundant debris; grey to brown, moist, debris
inciudes several concrete posts and footings; metal fencing, rounded to angular
gravel to 0,3 inches, (FILL).
2.6 -5:0 Medium dense to dense sandy GRAVEL; grey,. moist to wet, rounded gravel to :!:6
inch diameter, fine to coarse sand, (alluvium).' .
Minor cavinQ of test riit sidewalls.
No groundwater Infiltration encountered:
TP-5.
Elevation N/A
Depth (ft.) Soil Profile Descriotion
0- 0.5 Crushed rock surfacing
Medium dense silty GRAVEL to gravelly CLAY: grey to brown, moist, rounded to
angular gravel to 0,3 inches, (FILL).
0.5~3.2 Medium stiff sandy SILT grading to siity SAND;' brown, moist to very moist, fine to
.. coarse sand, (alluvium).
3.2-4.0 Medium dense to dense sandy GRAVEL; grey, very moist to wet, rounded gravel to
:!:3 inch diameter, (alluvium).
Moderate ground water infiltration noted below :!:3.8 feet. .
.PRE-SUBMITTAL REC'O
FEB 2 2 2011
Geotechnical Investigation
Glenwood Op Project
. Eugene, Oregon
11.
January 17,1011
Project No. 2107170
.
.
TP-6
Elevation N/A
Depth (ft.) Soil Profile Description
0- 0.9 Crushed rock surfacing
Medium dense silty GRAVEL with some sand and clay: grey to brown, moist,
rounded to angular gravel to 0103 inches, (FILL).
0.9-4.0 Medium stiff sandy SILT grading to SAND with some silt; brown, moist to very moist,
fine sand, some coarse below 0103 feet, (alluvium).
4.0 - 4.2 Medium dense to dense sandy GRAVEL; grey, very moist, rounded gravel to :t4 inch
diameter, (alluvium).
No ground water infiltration noted.
PRE-SUBMITIAL REC'O
FEB 2 2. 2011
Geotechnical Investigation
Glenwood Op Project
Eugene, Oregon
12.
January 17, 1011
Project No. 2107170
"
.
.
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Geotectnical & Construction Services
29540 B Akport Road
Eugene, Ore90n 97402
phone 15411 884-3849 lax 15411 884-3851
VICINITY MAP
FI GURE NO.
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Geotech'llc:al & CoostN:tion Services
29540 B Airport Road
Eugene, Oregon 97402
phone (541) 684-3849 lex 15411 694-3651
SITE PLAN
EXPLORATION LOCATIONS
GLEN WOOD OP PROJECT
EUGENE, OREGON
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Page I of 3
~ Gullwing™
G 13 Area Luminaires
The Gardco Gullwing'" is an area luminaire defined by its sleek profile and rugged construction. The housing is
one-piece, die cast aluminum and mounts directly to a pole or wall without the need of a separate support arm.
The rotatable, multifaceted arc-image duplicating optical systems provide IES Types II, III, and IV distributions. The
door frame is single-piece die cast aluminum and retains an optically clear tempered flat glass lens. The luminaire
is completely sealed and gasketed preventing intrusion from moisture. dust and insects. Gullwing'" luminaires
are finished with a fade and abrasion resistant TGIC powdercoat. Flat glass lens luminaires provide full cutoff
performance. Sag Lens luminaires provide cutoff performance.
PREFIX
MOUNTING DISTRIBUTION WATTAGE VOLTAGE
H H H H H
H
I
FINISH
OPTIONS
Enter dle order code inca the appropriate box above. Note: Gardca reserves the tight to refuse 0 configuration. Not all combinotions ond configurations
ore valid. Refer to notes beJow (or exclusions ond/imitations.Forquestions or concerns, please consuh the (octory.
PREFIX
MOUNTING
DISTRIBUTION
G 13 J)" Gullwing'" luminaire
I
2
2@90
3
3@1200l
4
W
WS
Single Pole Mount
Twin Pole Mount at 1800
Twin Pole Mount at 900
3-way Pole Mount at 900
3-way Pole Mount at 1200
4-way Pole Mount
Wall Mount. Recessed J-Box
Wall Mount. Surface Conduit
G 13EMCl i3" Gullwing'" Luminaire
Emergency Cold Temperature
I.Available with (2) 32TRF lamps and MTS optics on.o/.
(I) 32TRF operates in emerrency mode.
WATTAGE ANDVOLTAGE
LAMP I VOLTAGE CHART - GI3 HID
~
HID 120 208 240 I 277 480
347
60CMPE . 200.277V .. .
CosmoPofis 1M riii 90CMPE . 200. 277V
Electronic ,:::>: .'
System - 140CMPE . 200 - 277V
CosmoPoljs'" systems ore supplied with lomp included.
50MH . - . ..
Pulse Start 70MH . . . . .
Metal Halide
^:1ogneticBaUas! 100MH . . . . . .
150MH . . . . . ~,-,"
Standard 175MH. . . . . . .
Metal Halide. * I 75MH not available (or sale in dJe United States.
Pulse Start 70CHHE' UNIV' ,..
Ceramic Metal Halide 100CMHE' UNIV' j -
EJectronicBallast. 150CMHE'(!) UNIV' ..
50HPS . . .. . .. ,
High Pressure 70HPS . . . . . .
Sodium
Magnetic Ballost 100HPS . . . . . .
150HPS . . . . . .'
low Pressu~ Sodium 18LPS . . . . .
~ Wattages marl<ed with Circle "E" meet (ederal energy efficiency nandards
applicable to 150 watt throuih 500 watt metal holide luminaires only.
Combinations marked with 0 dat, with "UNW" or with "20o.277V" are available (or ordering.
1611 Clovis Barker Road, San Marcos, TX 78666
(800) 227.0758 (512) 753.1000 FAX: (512) 753.7855 sltelighting.com
@2010KoninklijkePhillpsElectrOnicsN.Y. All Rights Reserved.
PhilIps Gardco reserves the right to change materials or modify the design of its product without
notifiatian as part of me company's continuing product improvement program.
79115-130/1210
2XL
3XL
4XL
MTSl
Type II. Horizontal Lamp
Type Ill, Horizontal lamp
Type IV, Horizontal lamp
Medium Throw with Solitee Lens
2. Not available with PTF oPtion
3.Avoi/ableVt1th{luorescemsources 0Il1y.
LAMP IVOLTAGE CHART. GI3 Fluorescent
Fluorescent
(NITS 0000 Onlvl ill
(3)32TRFU
(3)42TRF"-'
277 3<47 ..80
Voltao-!!
UNIV'
UN IV'
LAMP IVOLTAGE CHART - GI3EMC'"
Fluorescent
(MTSOotlaOntvl '120
(2)32TRp.o
Voltan
480
CF Compaa RuoreKent TRF Triple Tube Fluorescen!
4. Fluorescent and CMHE ballasts accept 120V throu(h 277V, 50hz to 60hz, input.
Specify"UNIV"(or 120V hrou(h 277V.
5.Lampstartinitemperatureis DOFf_IS"C.
6. For emerrency mode lumen output see submittcJ datiJ sheel 791/5-/55.
"Gardco Emergency Ught Oucput In(ormation:'
7. (I) IfJmp operates in emeflency mode.
PRE.SUBMITTAl REC'O
FEB 2 2 ZOIt
PHILIPS
0, GARDea
Page 2 oD
FINISH
OPTIONS
.
.
~GullwingTM
G 13 Area Luminaires
.#! . -
BRP
BLP
WP
NP
OC
Bronze Paint
Black Paint
White Paint
Natural Aluminum Paint
Optional Color Paint
SpKifY Optional Color or
RAL ex: OC-LGP or OC-RAL7024.
Special. Paint
SpedtY.Must $upplycolor chip.
SC
DIMENSIONS AND EPA
F
LF
PC'
PCR
POLY'
HS
QSIO
QST'O
Q92410
QT92410
SPA"
TRI12
TR212
PTF2
PTFJ
PTF4
MF'l
L614
La"
L1014
Fusing In Head
In-Line/ln-Pole Fusing
Photocontrol and Receptacle
Photocontro] Receptacle only
Polycarbonate Sag lens
Internal Houseside Shield
Quartz Standby
Quartz Standby. Timed Delay
Quartz. Emergency
Quartz Emergency. Timed Delay
Square Pole Adapter
Single Transition
Twin Transition
Pole Top Fitter. 2 3/8~ - r Dia. Tenon
Pole Top Fitter. 3" - 3 112" Dia. Tenon
Pole Top Fitter. . 3 I/r. 4" Ola. Tenon
Mast Ann Fitter
LumiStep'" Ballast 6 hour
LumiStep'" Ballast 8 hour
LumlStep'" Ballast I 0 hour
8. Not available in 480V. Provide sped(1c input voItare.
9. 100 Wan HID maximum. Palycarbanate lenses carry / rearworronl:}' anfy.
10. 100w Quortz lomp mox, Not ovoiloble with Fluorescent,
EMC, CMHE or CMPE types.
I I. Required (or mounting Ul StTaight square poles.
/2.Mountstoo 2-31tJ' top !enon.Spedfy 0 pole with
3.00. top OD (or a smooth transition.
13. Mounts to " 2-31tJ' O.D. mast orm.
/4.Avoi/oble ~ CosmoPolis~ system onfy.See submittal sheet
GElOo.OOS (or complete information on LumiStep'" ballasts,
221/2"
57.25 em
~
. 13 1/2"
.
34.16 em
I
81/2" ~
21.54 em
l
:1
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1611 Clovis Barker Road, San Harcos,TX 78666
(800) 127-0758 (512) 75].1000 FAX: (5 12) 75].7855 sitelighting.com
C 2010 Koninklijke Philips EleCU'Onics N.V. AlI'Rights Reserved,
Philips Gardco reserves the right to change materials or modify the design of its product without
notification as part of the company's continuing product improvem.ent program,
79115-13011210
1
.8 It'
.07 ml
EPA
1
1.6 It'
.15ml
3-4
2.2 It'
.20 ml
PRE.SUBMITTAL REC'O
FEB 22 20il
PHILIPS
G GARDeO
.,
.;.,
.
Page 3 of 3
SPECIFICATIONS
.
~GullwingTM
G 13 Area Luminaires
GENERAL DESCRIPTION: The Gardea Gullwing'" is an area
luminaire defined by its sleek profile and rugged construction. The
housing is one-piece, ~ie cast aluminum and mounts directly to a pole
or wall without the need of a separate support arm. The rotatable.
multifaceted arc-image duplicating optical systems provide IES Types
II. III, and IV distributions. The door frame is single-piece diecast
aluminum and retains an optically clear tempered flat glass lens. The
luminaire is completely sealed and gasketed preventing intrusion from
moisture, dust and insects. Gullwing'" luminaires are finished with a
fade and abrasion resistantTGIC powdercoat.
HOUSING: A one-piece die cast aluminum housing mounts directly
to a pole or wall without the need for a support arm. The low profile
rounded form reduces the effective projected area of the luminaire to
only.8 ft2/.01m2.
LENS ASSEMBLY: A single-piece die cast aluminum lens frame
hinges down from the housing and is secured by a stainless steel
lanyard and hinge pin. An optically clear, heat and impact resistant
tempered flat glass lens is mechanically secured with six retainers. The
electrical and optical chambers are thoroughly sealed with a one-piece
memory retentive hollow-core EPDM gasket to prevent intrusion by
moiswre. dust, and insects.
OPTICAL SYSTEMS: The segmented optical systems are
manufactured from homogenous sheet aluminum which has
been electrochemically brightened, anodized and sealed. The
multifaceted arc image duplicating systems are designed to
produce IES Types II (2XL), III (3XL), and IV (4XL), The reflector
facets form a conical fan around the arc tube with each facet
positioned to be precisely tangent to the top of the arc tube. The
lampholder is glazed porcelain with a nickel plated screw shell.
HID luminaires feature porcelain medium base lampholders.
Fluorescent luminaires use a Medium Throw reflector with a Solite@.}
glass lens (MTS).
EMC Luminaires: In the event of power interruption, integral
battery pack will power (I) 32W compact fluorescent lamp at
reduced light levels for a minimum of 90 minutes. Maintemince
free battery is rated for ambient temperatures down _40F/_20oC.
Indicator light is visible through the lens. A test switch is accessible
through the door assembly. EMC units do not bear CUL label.
ELECTRICAL: All electrical components are UL recognized,
factory tested, and mounted on a unitized plate with quick
electrical disconnects. For luminaires provided with Cosmopolis TM,
each high power factor ballast is electronic, designed
specifically for the CosmoPolisTM high performance ceramic
metal halide electronic sytem. Each HID high power factor
ballast is capable of providing reliable lamp starting down to
.20oF/_290C. Standard fluorescent ballasts are solid state.
FINISH: Each standard color luminaire receives a fade and abrasion
resistant, electrostatically applied, thermally cured, triglycidal
isocyanurate (TGIC) textured polyester powdercoat finish. Standard
colors include bronze (BRP), black (BLP), white (WP), and natural
aluminum (NP). Consult factory for specs on optional or custom
colors.
LABELS: All luminaires bear UL or CUL (where applicable) Wet
Location labels.
WARRANTY: Gardco luminaires feature a 5 year limited warranty.
See Warranty Information on www.sitelighting.com for complete
details and exclusions. Polycarbonate lenses carry a I year warranty
only.
PRE.SUBMITTAL REC'O
FEB 2 2 2011
FULL CUTOFF PERFORMANCE: Full cutoff performance means a luminaire distribution where zero candela intensity occurs at an angle at or above 90. above nadir.
Additionally, the candela per 1000 lamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of BO. above nadir. This applies to alllatel'1ilJ angles around the
luminalre.
CUTOFF PERFORMANCE: Cutoff performance means a luminaire distribution where the candela per 1000 lamp lumens does not numerically exceed 25 (25 percent) at an
angle at or above 90. above nadir, and 100 (10 percent) at a vertical angle of BO. above nadir. This applies to alllatel'1ill angles around the lumlnalre.
1611 Clovis Barker Road, San Marcos, TX 78666
(800) 227-0758 (512) 75J-1000 FAX:(512) 75J-7855 sitelighting.com
C> 2010 Koninklijke Philips Electronics N.V. All Rights Reserved.
Philips Gardco reserves the right to change materlais or modify the design of its product without
notification as part of the company's continuing product improvement program.
79115-130f1210
PHILIPS
G GARDeO
.
.
mRIi[C:![~W:R~~
Specification
Listings
ULlisted{standard).CSA
(ertlfied(see Options}. Ul
listedforwetlocalions.
plate provided for mounting
(shippedsepar.otely).
Finish: Dark bron1e (DDBj
corrosion-resistanlpolyester
powder finish slandard.
Additional architectural
colors available, s/'e
www.lithonia.com/archcolors.
Electrical
Elemicalcomponenl5are
unrtiledonremovable
powermoduleandaccl'sslble
lhroughbottomofbollard.
Positive-Iocking,quick-
disconnect on secondary
dlcuit.BallastAllballasts
arel00%factorYI/'sled.High
reactancl',highpowerfac!or
for 150Wand below.Compacl
fluorescent uses an electronic
high-frequency ballast.
Intended Use
Forwalkways,plazasor
pedestrian area,.
KBA
KBD
Construction
Housing: KB_6: Bottom
housing i!i0.125" extruded
aluminum.lop(overis
O.156"mtaluminum.KB_B:
Bottom hOU!iing Is 0.156"
extruded aluminum. 42"
overall height!itandard on
KBDandKBA6.4l"overall
lIeightstandard on KBA8.
F1usll-filtinglensisl/4",
dear, lOO%virginaclylic. All
expo!ied lIardwale is tamper-
resi.\tant stainless steel. Four
1I2"x11"anchorbolt.\with
double nuts/washers and 4-
1/1"diameterboltdrcletem-
Optics
Reflectol system incolporates
ananodized,spunaluminum,
flared (one and an anodized,
hydroformed,f1utedupper
reflectorprovidingaTypeV
(symmetric)cutoffdistribu-
tJon. Optiona! cylindrical
lowerreflectololca.\talumi-
numlouversavailable.
Socket Medium-ba;eporce+
lain socket,4KV pulse rated.
(ompactfluorescentllas
four-pin,whitetllermoplastic
bodywitllquick-connect
pusll.in wiring terminals. LPI
i.\standard35KforCFL.
KBD
'"
Example: KBA8 10M RS lB lPI
(SA Meets (anadian
standards
Shlosseoaratelv
R6S Half-shield (6" roundl
RBS Half.shJeld(8"roundl
KBAB Ancllorbolts
(blank) Magneticballan Shio.\installed
SF Singlefuse,120V,277V,347V
OF Double fu.\e, 20BV, 240V
H24 24" overall height
H30 30" overall height
H36 36" overall height
FD Festoon outlet
FG Fe.\toon outlet with duplex
groundfau1treceptade'
Incandescentl,-.l
Standard flared cone
RS TypeVdistribution
OOlional cvlindrical reflector
(YA Specularalzak
(YB Blackalzak
(YG Goldalzak
louver.\IB"onlv)
LV louvers
120
20B1
240'
177
347
TR'
MVOLP
355'
50S
70S
laOS
150S
lPI Lamp included
L/LP Lesslamp
SONA
SDIG
SDSR
SOSUA
SOYlS
Naturalaluminum.\tripe
Tennis green stripe
Bright red stripe
Darkblue!itripe
Yellowstripe
Dark bronze (.lId.)
White
Blad
Medium bronze
Natural aluminum
'Sand.\tone
Charcoal gray
OTG
DBR
DS'
CR
SODB.
SDWH
SOBL
Tenni.\green
Bright red
Steel blue
Enhanced corro!iion resistance
Oark bronze stripe
Whiteslripe
Black.\tripe
For additional product information, visitwww.lithonia.com.
Or~wlngl are for dimensional detail nnly ~nd may not rep;l'Sl'nt ~ctllill
m~{hank~1 tDnfigur.ltion. Dimen,lonl are shown in inrhes (centimeters]
unlessolherwisenoled.
T T
,,. ".
(106.7) 1106.71
1 1
1,,1211 h,8,d 1111'11 fl,8311
KBA6 KBAB-LV KBD6 KBD8.lV
Notes
1.Spl'clfylamptypeanddl>tributlon.SuConfigurationstable.
212DYonly.
3 RequireHD~tedl~mp.
4 KB-<i:116WfTS,lampnotinduded
5 KB-8:150Wniax.,lampnollnduded.
6 louver must be !/led. Multi.vo~ eletlroni( bal~sl (for compact
flllOrmentbmpsonly)capableofoper.ltingon~nyJinevoltage
from1l0Y.277V.
Consultfa(toryforuseinCanada.
Optionalmulti'lapballasl(12OV,208V,240V,277Vl.
InGlnad~ 1l0V, 277V,347V;shipsas 120Yf347V.
9 CO'Iershipsseparately.
10 Chooll'primaryfixIUfl'finllhandslnpl'colorlfMslred.
i1.~... iJ.."
;,;~',". i'~""
".."~,,, >, ,
>;::'"'~''~''' ,JiL
,.tt;o=;,.',,,., .",".
Standard
lIaredccne'
Optional
cy1indricalreflectcr
Louver
Malt.weight 34.9Ibsl15.9kg)
~ Also available in 24" (H24l, JO" (HJO) and36'(H36).
p~E.~I1RMI1TAI O~Cjt)LlTHDN/A LIGHTING.
FE8 2 2 2011
www.lithonia.coml.-800-279-8041
PIGIO
,
'1
t.:
Job:
Type:
Notes:
Page I of 3
~ Gullwing™
G 18 Area Luminaires
The Gardea Gullwing TM is an area luminaire defined by its sleek profile and rugged construction. The housing
is one-piece, die cast aluminum and mounts directly to a pole or wall without the need of a separate support
arm. The multifaceted arc.image duplicating optical systems provide IES Types I, II, III, IV and V distributions. The
dOOf frame is single-piece diecast aluminum and retains an optically clear tempered flat glass lens. The lurninaire
is completely sealed and gasketed preventing intrusion from moisture, dust and insects. Gullwing™ luminaires
are finished with a fade and abrasion resistant TGIC powdercoat. Flat glass lens luminaires provide full cutoff
performance. Sag Lens luminaires provide cutoff performance.
PREFIX
MOUNTING DISTRIBUTION WATTAGE VOLTAGE
H H H H H
H
I
FINISH
OPTIONS
Enler the order code into the appropriate box above. Nate: Gardco reserves the right 10 refUse 0 configuration. NOI a/I cambinatians and can figurations
ore valid. Re(erlanatesbe/ow(orexc/usians and limitatioos. Far questions ar cancerns, please consult the (aa.ory.
PREFIX
MOUNTING
GI8
18" Gullwing'" Lumlnaire
I Single Pole Mount
2 Twin Pole Mount at 1800
2@90 Twin Pole Mount at 900
3 3-way Pole Mount at 900
3@120o, 3-way Pole MOlJnt at 1200
4 4-way Pole Mount
W Wall Mount, RecessedJ~Box
WS Wall Mount, Surface Conduit
I.Nal available with PTFoption.
WATTAGE
IOOMH' 250PSMH <tl J50PSMH' <tl 815PSMH<
PulseStartMH 150MH' 250PS90.... <tl 400PSMH' <tl 1000PSMHtI
Magnetic Ballast 175PSMH '" ]20PSMH' <tl 750PSMH'
Standard MH 175MH' 250MH' 400MH'J IOOOMHu
Magnetic Ballast
CasmaPalisTM ~
Electronic SyStem 60CMPE 90CMPE 140CMPE CosmoPolisl1oO and
(See Notes 6,7,9) MasterCoIor@
MasterC~/or@ Elite ~ 2IDMCE.JK<tl JI5MCE-JK<tl Note:347Vand Elite Systems are
480VMCEsysrems supplied with
EJearonJc System -:::0 2IDMCE-4K<tl JI5MCE-4K<tl indude and require on lamp.
(See Nates 6.7,9,10) awrilNarytransfOnner.
Pulse Start MH
EJectronicBallast 150PSE' <tl 175PSE <D 250PSE <D J20PSE'. <D
(See Notes 6,7,9)
70HPS 150HPS 400HPS 750HPS'
High Pressure Sodium
Magnetic Ballast 100HPS 250HPS 600HPS .
Low Pressure Sodium J5LPS
Magnetic Ballast
. I 75MH, 250MH and 400MH not available (or sale in the United States.
** 250PS90 includes a 90% eff,dent magnetic PSMH ballast, meeting the requirements o(
CalifomiaTitJe20,effective 11//20/0.
~ Wattages marked with Circle "E" meet federal energy effidency standards
applicable to /50 watt through 500 watt met~1 halide luminaires only.
DISTRIBUTION
l'
2XL
3XL
4XL
BLC2
Q'
Type I, Horizontal Lamp
Type II, Horizontal Lamp
Type III, Horizontal Lamp
Type IV, Horizontal Lamp
Backlight Control
Type V, Horizontal Lamp
2. Not ovailableablll'e 400 wans.
VOLTAGE
120 240 347
208 277 480
200-277 Ch"1PE, MCE and PSE types an~.
3. ReqUires E281BT28 lamp.
4. Furnished with sag giass lens an~.
5. Mogul base lamp required.
6. ULUstedat40"Cambient
7. Ch"1PE types available /20V or 200-277V on~.
PSt: types available 200 - 277V only. MCE types
available 200-277Y, as we" as 347V and 480V.
8. See 1000 watt lamp robles beiaw.
9. See QS I Q924 Tobie an pa~ 2.
10. u_3K" suffIX specifies a 30000K lamp and
"-4K" suffix specifies a 4000.K lamp.
Note 9: 1000 Watt lamp tables.
For 1000 Watt Metal Halide, use:
Brand Product Code Catalo,," Number
Venture S]702 MSIOOOW/HORIBTJ7/]K
G.E. 18205 MVR t OOOf\J/BT]7
Venture 15332 MH IOOOWf\J/BT37
For 1000 Watt Puis.. Start Metal Halide use:
Brand Product Code Catalo,," Number
G.E. 10389 MVR I OOO/U/BT37/PA
Venture 4911 I Ms IOOOW/HORfT25/PS
WARNING: Use of other lamps voids warranty.
1611 Clovis Barker Road, San Marcos, TX 78666
(800) 227-0758 (512) 753-1000 FAX: (512) 753_7855
@20l0 Koninklijke ~hilips Electronics N.V. All Rights Reserved. C B
Philips Gardeo reserves the right to change materials Or modify the design of its product withoutE
notification as part of the company's continuing produCt improvement program.
';tol;ghting.,om PRE.SUBMITTAL REC'DpH I LI PS
2 2 2011
79115-85/1210
G
GARDeO
Page 2 of 3
FINISH
BRP
BlP
WP
NP
OC
Bronze Paint
Slack Paint
White Paint
Natural Aluminum Paint
Optional Color Paint
Specift Optionol Color or
RAL ex:OC-LGP or OC-RAL7024.
Special Paint
Specify. Must supply color chip.
SC
DIMENSIONS AND EPA
.
OPTIONS
.
GGullwing™
G 18 Area Luminaires
.J _
..
.
I
II 1/2"
29.21 em
t
://
://
9.5ee QSIQ924 Table.
II.Notovailobleabove400wott
/2.Notavailoblein480V.
pTrfllide sped~c input voltage.
/3. 250W maximum. Polycorbonote lenses
carry 0 I year warronty only.
/4.ln lieu of pat gloss. Supplied standard and required with 750 watt and higher wattages.
/5. Required for 3" 0.0. round or topered round poles where top 0.0. is less thon 4",
/6. Requfred (0,4".5" 0.0. round poles.
/7. Mounts to II 2.318" 0.0. mast arm.
I B. Mounts to II 2-3/8"Top Tenon.Specify 0 pole with 0 4.50" 0.0. for a smooth transition.
/9. Not ovallob/ein /20" mountingconpgurations.
20. Requires a 2.318"0.0. x 4" tenon or a 2.4" round pale top 0.0. SpecifY Drilling (I, 2, 2@90, 3 or 4 only.)
2 I. Available only with 1 75PSMH through 400P~MH and /50HPS through 400HPS wattages. Includes
dual-level copacitor and wiring to cannea to Gardea Motion Response System.
21.Avoilable with CasmaPoIjs'" system only. See submittal sheet GElOO-O05 for complete Information on wmiStep'" bollasts.
F"
IF
PCll
PCR
POLyl3
SGI~
Fusing In Head
In-Line/ln-Pole Fusing
Photocontro[ and Receptacle
Photo control Receptacle only
Po[ycarbonate Sag Lens
Sag G[ass Lens
Internal Houseside Shield
Quartz Standby
Quartz Standby - Timed De[ay
Quartz Emergency
Quartz Emergency - Timed De[ay
3" Round Pole Adapter
4" and 5" Round Pole Adapter
MastArmFitter '
TR 118 Single T rarisition
TR218 Twin Transition
PTF219 Pole Top Fitter - 2 3/8" - 3" Dia. Tenon
PTF319 Pole Top fitter - 3'.' - 3 1/2" Dia.Tenon
PTF419 Po[eTop Fitter - 3 1I2" - 4" Dia.Tenon
SQPTFlO Square Pole Top Fitter
GMRll Provision for Gardea Motion Response
L62l LumiStep'" Ballast 6 hour
LSll LumiStep no Ballast 8 hour
L I Oll LumiStep'" Ballast 1 0 hour
t75 watts or less
100Wa.tts
'HS
QS'
QST'
Q9249
QT9249
RPAI1~
RPA216
MFI7
Above 17 S watu
Llpto400wans
150Watts
QS,QST,Q924,QT924 are natavail~ble with CMPE,MCEor
PSE wattages or in luminaires above 400 watts H/D.
RE.5UBMITIAL REC'O
1611 Clovis Barker Road, San Marcos. TX 78666 FEa 2 2 2011
(800) 227-0758 (512) 753-1000 FAX: (51 2) 753-7855 sitelighting.com
@2010KoninklijkePhilipsElectronicsN.\!.AIIRightsReserved.
Philips Gardea reserves the right to change materials or modify the design of its product without
notification as part of the company's continuing product improvement program.
31 [/2"
80.01 em
79115-85/1210
://
18"
45.72 em
With Saf G[as~ Lens
r;
~
t
8"
20J2em
.
EPA Data
1 2 3.4
1.2 it' 2.4 it' 3.2 ft1
.11 m' .22m' JO m'
PHILIPS
G GARDeO
~. _ ~ C.l
.
Page 3 of 3
SPECIFICATIONS
.
~GullwingTM
G 18 Area Luminaires
GENERAL DESCRIPTION: The Gardco Gullwing™ is an area
luminaire defined by its sleek profile and rugged construction. The
housing is one-piece, diecast aluminum and mounts directly to a pole
or wall without the need of a separate support arm. The multifaceted
arc-image duplicating optical systems provide IES Types I, II, III, IV and
V distributions. The door frame is single-piece diecast aluminum and
retains an optically clear tempered flat glass lens. The luminaire is
completely sealed and gasketed preventing intrusion from moisture,
dust and insects. The Gullwing ™ luminaires are finished with a fade
and abrasion resistantTGIC powdercoat.
HOUSING: A one-piece die cast aluminum housing mounts directly
to a pole or wall without the need for a support arm. The low profile
rounded form reduces the effective projected area of the luminaire to only
1.2ft".11 m'.
LENS ASSEMBLY: A single. piece diecast aluminum lens frame
hinges down from the housing and is secured by a stainless steel
lanyard and hinge pin.
An optically clear. heat and impact resistant tempered flat glass lens is
mechanically secured with eight retainers. The electrical and optical
chambers are thoroughly sealed with a one.piece memory retentive
hollow-core EPDM gasket to prevent intrusion by moisture, dust. and
insects.
OPTICAL SYSTEMS: The segmented optical systems are
manufactured from homogenous sheet aluminum which has been
electrochemically brightened. anodized and sealed. The multifaceted
arc image duplicating systems are designed to produce IES Types I (I).
II (2XL). III (3XL), IV (4XL and BLC), and V (Q). With the 2Xl, 3XL
and 4XL luminaries, the reflector facets form a conical fan around the
arc tube with each facet positioned to be precisely tangent to the top
of the arc tube.
The lampholder is glazed porcelain with a nickel plated screw shell.
Position-oriented mogul base sockets to accept high output horizontal
metal halide lamps are supplied standard.
ELECTRICAL: All electrical components are UL recognized
and factory tested. Electronic and magnetic HID ballasts are high
power factor and mounted on a unitized tray with quick electrical
disconnects. Magnetic HID ballasts are the separate component type.
Electronic and magnetic HID ballasts are capable of providing reliable
lamp starting down to _20oF I _290C. Standard fluorescent ballasts are
solid state.
Luminaires provided with the CosmoPolis ™ or MasterColor@ Elite
high performance ceramic metal halide electronic systems include
high power factor electronic ballasts, designed specifically for the
system selected.
FINISH: Each standard color luminaire receives a fade and abrasion
resistant, electrostatically applied, thermally cured, triglycidal
isocyanurate (TGIC) textured polyester powdercoat finish. Standard
colors include bronze (BRP), black (BLP), white (WP), and natural
aluminum (NP). Consult factory for specs on optional or Custom
colors.
LABELS: All luminaires bear UL or CUL (where applicable) Wet
Location labels.
WARRANTY: Gardco luminaires feature a 5 year limited warranty.
See Warranty Information on www.sitelighting.com for complete
details and exclusions. Polycarbonate lenses carry a I year warranty
only.
PRE-SUBMllTAl REC'O
FEB 2 2 2011
FULL CUTOFF PERFORMANCE: Full cutoff perlormance means a luminaire distribution where zero candela intensity occurs at an angle at or above 90" above nadir.
Additionally. the candela per 1000 lamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of BO" above nadir. This applies to aU lateral ~gles around the
luminaire.
CUTOFf PERFORMANCE: Cutoff performance means a luminaire distribution where the candela per 1000 lamp lumens does not numerically exceed 2S (25 percent) at an
angle at or above 90. above nadir, and 100 (10 percent) at a vertical angle of BO. above nadir.This applies to all lateral angles around the luminalre.
1611 Clovis Barker Road, San Marcos, TX 78666
(800) 227-0758 (512) 753-1000 FAX: (5 12) 75).7855 sltellghting.com
@2010Koninklijke Philips Electronics N.V. All Rights Reserved.
Philips Gudco reserves the right co change materials or modify the design of its product without
notification as pan of the company's continuing product improvement program.
79115.8511210
PHILIPS
G, GARDeO
,
.
.
SPRINGFIELD ~
,.
PUBLIC WORKS DEPARTMENT / Engineering Division
Fax: (541) 736-1021
---- (Area below litis line filled 0111 by Applicanl) ____
(Please relurn 10 Malt Slouder@CityofSpringfield Public Works Engineering; Fax # 736-1021, Pltone # 736-1035.)
Project Name: GlenwoodOp Applicant: KPFF - (Contact: Anna Backus)
Assessors Parcel #: 34] 703 Lot 900 & Lot 20] Date: February 8, 2011
Land Use(s): Co=unity Co=ercial 'Phone #: 54] -684-4902
Project Size (Acres): 1.74 acres Fax#: 541-684-4909
Approx. Impervious Area: 0.90 acres' Email: anna,backus@)<pffcivi]pdx.com
$iik~';:;)i"%rj~'$irW;;t':..f;!1ni'r;~)0;~:;:f:ttr~rw#:~'fi.t,:,~~;,"w:,:,,~:~.,~,ffft,;:;~., ;J.:;;;;~i)ifi:'-':'j'!;,:" ,~''ii~f*~?'rrJ;~.!:T~:tYtg~?i;'_'l:i:':';:';'~e~i;~;i~;-iJ~'i'<t;;;",::;';;'
t8-;:"'ri~;<,Mi'i'f.i:i,ti'-:f.:j~~~;,J~",~,{,"~,,-;,,: :;-;"'~""";;';""ih
Project Description (Include a copy of Assessor's map): The project includes a medical office building, tbe
associated parking lots and sidewalks, and storm water treatment areas.
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
The storm runoff will be disposed of , completely through infiltration. 111e inf1ltration basins will be sized to infiltrate up
to the 25-year storm.
Proposed Storniwater Best Management Practices: The inf1ltration basins will be sized and designed based on
Portland's BES Stormwater Management Manual.
-. '~(Ar~~ belm/tltls lin~iilied oUIbv'llteC;ri. alid Reiuin~di6ilteA~Dlieanl1 ~'"
" :. (AI d miliimum, ail bO'xesclteckedby tlte CitY On thejronlandback Oflhi~ slteelshall be submilieti '
, ,. for ail appllCiitlon to be c~mpletejor submitta/;althoitgh 'other reilu:ir~m(mts may be' necessary.) I
-' .,.. -, . '.
Drainal!e Studv Tvpe ffiDSPM Section 4.03.2\: (Note. UH may be substituted for Rational Method)
0 Small Site Study - (use Rational Method for calculations)
0 Mid-Level Development Study - (use Unit Hydrograph Method'for calculations)
0 Full Drainage Development Study - (~e Unit Hydrograph Method for calculations)
Environmental Considerations:
0 Wellhead Zone: 0 Hillside Development: .
0 WetlandlRiparian: 0 Floodway/Floodplain:
0 Soil Type: 0 Other Jurisdictions:
Downstream Analvsis:
0 N/A
0 Flow line for starting water surface elevation:
0 Design HGL to use for starting water surface elevation:
0 Manhole/Junction to take analysis to:
Return to MattStouder (iiJ City of Sprinafield, email: mstouder(a)ci.sprinafield,or.us, FAX: (541) 736-1021
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
Revised 11/19/09
PRE-SUBMITTAL REC'D
9of!i'[B 2 2 2011
.
.
Stormwater Drainage Report
for
Glenwood Op.
Springfield, Oregon
Prepared For:
Robertson Sherwood Architects
132 East Broadway, Suite 540
Eugene, OR 97401
Prepared By:
KPFF Consulting Engineers
1201 Oak Street, Suite 100
Eugene, Oregon 97401
KPFF Project No. 310814
February 2011
PRE.SUBMITTAL RECIO
FEB 2 2 2011
.
.
Table of Contents
1. EXECUTIVE SUMMARY .......................................................................................... .................1
2. EXISTI NG CON DITI ONS .................................. ................ ........... .............. ............... ............ .....1
2.1 Description of Pre-Development Site ...........................................................................1
2.2 Pre-Deve lopme nt Dra i nage .......................................................................................... 1
3. PROPOS EO DEVELOPMENT..................................................................................................:..1
3.1 Description of Proposed Development.........................................................................1
4. HYDROLOGIC ANAL YSIS................................................:................................,........................ 2
4.1 Computer Modeling ...:....................................................................:..... ........... ............. 2
4.2 Post -Deve lopme nt ........................................................................................................ 2
5. PROPOSED STORM DRAINAGE IMPROVEMENTS.....................................................................2
. 1.1 Water Quality & Disposal...................................:.......................................................... 3
6. PROJECT OVERVIEW ............................................................................................................... 3
Appendices
APPENDIX A: DRAWINGS
Existing Conditions
Proposed Basin Map
Storm Drainage and Utility Pian
. Verticai Control Plan
APPENDIX B: HYDROLOGY I WATER QUALITY
APPENDIX C: CONVEYANCE CALCULATIONS
APPENDIX 0: INFilTRATION TEST
PRE-SUBMITTAL REC'O
FEB 2 2 2011
.
.
GLENWOOD Op
SPRINGFIELD, OREGON
1. EXECUTIVE SUMMARY
This Storm Drainage Report has been prepared for the proposed Glenwood Op Project located on
Franklin Blvd. approximately 400' east of Glenwood Blvd. in Springfield, Oregon. This report
presents the results of the hydrologic and hydraulic analysis for the new development and describes
proposed storm drainage improvements that will meet or exceed City of Springfield storm drainage
criteria and standards.
2. EXISTING CONDITIONS
2.1. Description of Pre-Development Site
The Glenwood Op property is approximately 1.73 acres total in size and located on Franklin
Blvd. . The site is bounded by Franklin Blvd. to the north, 14th St. to the south, and
commercial properties on the east and west.
The Lane County Soil Survey indicates the following soil types are present on the site:
TABLE 2.1-SCS SOIL CLASSIFICATION CRITERIA
Newberg-Urban
Land Complex
Camas-Urban
Land Complex
Fine sandy loam
Gravelly Sandy
Loam
97
23
Most of the site is comprised of Newberg-Urban Land Complex, and only a very small area in
the southeast corner is Camas-Urban Land Complex. Infiltration tests show that the'soils on
site have good infiltration rates once the silty top layer is cleared.
2.2. Pre-Development Drainage
The existing site conditions rely on the water infiltrating into the ground. Site runoff
currentiy drains to the low area just south of the middle of the site as well as to the far
south end, where it fully infiltrates. There are no existing storm drains on site.
Additionally, some runoff from the properties to the east, west, and south infiltrates on the
Glenwood Op site. An existing ditch that runs from Glenwood Blvd. east to 'the proposed
Glenwood Op site conveys and infiltrates runoff from the bike path and 14th Ave, which are
south ofthe proposed site.
3. PROPOSED DEVELOPMENT
3.1. Description of Proposed Development
The proposed Glenwood Op development area is approximately 1.73 acres and consists of
the Glenwood Op building and the associated parking lot areas and sidewalks. All 1.73 acres
will be disturbed, although the impervious surface will be minimized. PRE-SUBMITIAL REC'D
FEB 2 2 2011
KPFF Project No. 310815
Springfield, Oregon
1
Storm Drainage Report
February 2011
.
.
GlENWOOD OP
SPRINGFIELD, OREGON
4. HYDROlOGIC ANALYSIS
4.1. Computer Modeling
Several spreadsheets based on the Santa Barbara Urban Hydrograph Method are used in
the calculations of this report. These spreadsheets were used for the conveyance, water
quality, and peak runoff calcuiations. ,I
The spreadsheets used for the water quality calculations meet the criteria outlined in the
City of Portland's SWMM (Storm Water Management Manual) and have been approved by
the City of Portland Bureau of Environmental Services (BES) on similar projects KPFF has
completed in the past.
Precipitation data for the respective storms are City of Springfield design storms.
TABLE 4.1-24-HR PRECIPITATION FOR SPRINGFIELD, OR (NOAA Atlas 2, Valume X)
;~9~tfRT~1ieipi~Janff~~
25
4.8
,
4.2. Post-Development
Curve numbers for impervious and pervious areas u'sed in the computations were 98 and
80, respectively based on a Type 1-A rainfall distributio~, 24-hour storm duration.
The drainage basins are identified in the Basin Map drawing found in Appendix A.
Impervious and pervious areas were calculated using the proposed site plan drawings.
5. PROPOSED STORM DRAINAGE IMPROVEMENTS
The proposed Glenwood Op will meet or exceed all requirements of the Springfield Development'
Code and the City of Springfield Public Works Engineering Design Stondards and Procedures Manual
(EDSP).
The proposed storm drainage system consists of a piped roof drain system, conveyance and
overflow ditches, and infiltration basins that provide disposal and treatment of 100% of the run-off
from the site's impervious surfaces. These infiltration basins will also treat and dispose of some
. runoff from the neighboring sites.
The existing ditch at the south of the site will be preserved and, in some places, improved. It will
convey runoff to an infiltration basin in the southwest corner of the site. This basin will also treat
runoff from the property to the west. On the east side of the Glenwood Op site, a ditch will catch
runoff from the property to the east and convey that runoff to the basin in the northeast corner of
the site.
PRE.SUBMITTAL RECID
FEB 2 2 2011
KPFF Project No. 310815'
Springfield, Oregon
2
Storm Drainage Report
February 2011
.
.
GlENWOOD OP
SPRINGFIELD, OREGON
S.l. Water Quality & Disposal
Infiltration Basins
All runoff will be collected, treated, and infiltrated by vegetated infiltration basins. Vegetated
infiltration basins are flat-bottomed, shallow landscaped depressions used to collect and hold
storm water runoff, allowing pollutants to settle and filter out as the water infiltrates ,in to the
ground. The native soils have a relatively high infiltration rate of 12 in/hr, so the infiltration
basins will be able to infiltrate up to a 2S-year storm event. See Appendix D for the infiltration
tests.
The basin map is included in Appendix A. The complete water quality and quantity calculations
and worksheets for the basins are in Appendix B of this report.
6. PROJECT OVERVIEW
This Storm Drainage Report as prepared by KPFF Consulting Engineers (KPFF) describes the concepts
and design intent for stormwater management at the Glenwood OP project in Springfield, OR.
KPFF Project No. 310815
Springfield, Oregon
3
PRE.SUBMITTAl REC'O
Storm orr,tR ~p~ 2011
February 2011
.
.
Appendix A: Drawings
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FEB 2 2 2011
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Appendix B: Hydrology / Water Quality
PRE.SUBMITTAL REC'O
. FEB 2 2 2011
.
.
Project Name:
Project Address:
Glenwood Op
Franklin Blvd
Springfield, OR
Anna Backus
KPFF
Presumptive Approach Calculator ver. 1.2 Catchment Data
Catchment 10:/ Basin 1
Date: 02/15/11
Permit Number: NA
Designer:
Company:
RunTimE 2/16/201111:32:57 AM
Drainage Catchment Information
Catchment ID
Basin 1
5 min.
Time
Site. Soils & Infiltration Testing Data
Infiltratioi];TestirigJ?iocedure: 0 en Pit FallirigHead
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Correction Factor Component
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Design' Infiltration' Rates
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-2-yr 0.278 3558
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Printed: 2/16/201111:33AM
PRE.SUBMITTAL REC'O
FEB 2 2 2011
.
.
Facility Design Data
~ Presumptive Approach Calculator ver. 1.2
"~~
Catchment 10:1 Basin 1\
RunTime 2116/201111:32:57,n,M
Project Name: Glenwood Op Catchment ID: Basin 1 Date: 2./15/2011
jmp~.rter! file InfiJtiation BaSIn 1.xls. 2/16/201111:32:58 AM
Instructions: '..,' ~-;:. ",'.' ",,;"
1. Identify which Stormwater Hierarchy Category the f~~iiil{~\;:',,:-.'
2. Select Facility Type..'. ,.,:,,;.,:,: _'" "i~:i::-:!,::..,~~: ':"-:,~;,\, ',';.: i.::.,:::,::':", ,;:-:. /: ':~-'~:;,,-')i:,"" '
3. Identify facility shape of surac~:f~cmty to morE: _a.c.~~~atelye.stjma.1e.surf~~e ,v.?J.um.e;'.~~~ePI f9r
and sloped planterS tha~_,use the:?AC, Slop.e,d F~_cilitY_.worksheet to' enter d?t?~;::' '},~:::.!.
4. Select type offacilityco,"nfiguration.,V:::,",:_ ~. ,"":;;+ '. . ~'
5. Complete .data ~nJrY)~r:all'Ng~'lig~.t~d,celli.- ...- ."..'
.' ,,':<'j~-;tt-\:4;1;F'-,' ',__)'t~,,;i':' . ".-
Catchment facility will meet 8leia....rehy Categoi)r." 1
Goal Summary: :~;f~~:';...~ {i_:, 4~1:i.:~,~}~F" '
Hierarch}"
Clllegory
RESULTS box below needs 10 disphy...
SWMJVI~equireDlent
Pollution JO~T(akadi5pOsal)asa
Redudillnasa
On-sile infiltration with a surface infiltralion filcility.
PASS
PASS
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FacilitY Type'::=])" Basin
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Facility COfifigtf~ation:
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Facility I Storage Depth 1
aoUam Area GM Depth
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--'i- 1
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Rock Storage::,Bottom_~ea'iz' 2,756
"---_.(-:' Rock'S'to~g~:O'~lh,~. 0
" f"'':' - ,,,":"':',-~", -', . -"- ._, --
DATA FOR ABOVE-GRADE STORAGE COMPONENT
\Faelilty:~o~~nfArea_= 2.333 sf
Bott~mp~~met~r~~ngtl1~~. 188.0 ft~
FacUlty Side Slope" - '3 to 1
Storage Depth 1 = - 12" in
Growing Medium Depth = 18_ in
Fre~oaid Depth = NfA I~
Surface capaci~--at P~~~~1;~{~~~t%\~lli~'~1hL
Infiltration Area at 75% Depth1'==ic4~12;156J~jSF.jr
GM'Deslgn InfiltratiOn Rate = "t.;2.00*,f;IRiR
Infiltration CapacltY=. O~'28. -,~'
Overflow
Volume'
,'--
,<-
._'....~
RESULTS
Pollution
Reduction
~
~
QCF ~
o CF 18% Surf. Cap. Used~
Current data has been im~orted:
10-yr
ACILlTY FACTS
~~~i]'~
,,-,"_'_c
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i~r.:~
in...-
Total Facility Area Including Freeboard =
Sizing Ratio (Total Facility Area I Catchment Area) =
#V ALUEI
#V ALUEI
Infiltration Basin 1.xls 2/16/201111;32:58 AM
Printed: 2/16/201111:33 AM
PRE.SUBMITTAL REC'O
FEB 2 2 ZOl1
.
.
BES - Presumptive Approach Calculator - Ver 1.2
PRGon-A&8
Pollution Reduction Event
SurfacelFacility Modeling
Glenwood Op
2/16/201111:32:571\M
Basin 1
<
,
-Inflow from Rain Event
- -Infiltration Capacity
-Inflow-Infiltration
-OvertJow to Approved Discharge
---.. Percolation to Below Grade Storage
~ % Surface Capacity
Basin
A
0.1500
0.1000
0.0500
~
!:!- 0.0000
~
0
u:
D,%,
--------------------------------------------
--...--------------------------------------
~ ,1
II r\
--------"__n..P__n__.._.n_____u
S d
. J ), .
::;...----'.
___n...___..________________________________________..._______..____
500
1000
1500
2000
2500
100% ~
""
-0.0500
.----_____._ ___n_..n________________________
-0.1000
.n_--_-n--n-------n___n_.___hn___n_____hnn_n_hn___n___
-0.1500
Time (min)
200%
Pollution. Reduction Event
Below Grade Modeling
-:--Inflow to Rock Storage
- -inflltration Capacity
-Inflow-Inflltration
~ % Rock Capacity
0.2500
0.2000
--------------------~-----------------------
DoiD
--------.----.--------------_________________u._________.n__.'_____
.n_ _ n__.__.o __n_____._n.. n_ _n_
0.1500
-.-------------______O_____n___.n_n______ ___n_._'.___________
0.1000
__nn_ _nOOn n __. u __n 00 _n __.__
nn u _ n n n _n_n.nhn_Onn_n_.n
$ 0.0500
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"
m.mm. \.mu
nu nnhn n_ _hn_ un _n _n _n nn un .n
~
o
;: -0.0500
0.0000
500
1000
1500
2000 2500
100%~
..
-----____________.n.___u___.__.___
-0.1000
-.---.-..--_____nnO____n__.n_.______
-______n___.____n_.___________.____.________
-0.1500
n..n_._____. ___"__nn'__"_hn.n"_
_.. ____ .unn___ n n_n _ _.n n_un _.._
-0.2000
-.. ___n__.___. n-nnn_n_...n__n__.n_n_____n__
___u. _____n_ _nOnuon nn_ n_ n_ _ _
-0.2500
Time (min)
200%
Printed: 2116/201111:33AM
PRE-SUBMITTAL REC'O
FEB 2 2 2011
.
BES - Presumptive Approach Calculator - Ver 1.2
0.5000
0.4000
0.3000
]" 0.2000
.!:.
~
0 0.1000
u::.
o 0000 I
o
I
-0.1000 uu
-0.2000
0.2500
0.2000
0.1500
0.1000
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.!:.
~ 0.0000 I
u:: @
-0.0500 "-
-0.1000
-0.1500
-0.2000
-0.2500
-Inflow from Rain Event
- -Infiltration Capacity
- inflow-Infiltration
-Overflow to Approved Discharge
--- Total Flow to Below Grade Storage
---'- % Surface Capacity
10-yr Event
Surface Facility Modeling
Glenwoad Op
2i16/201111:32:57 AM
Basin 1
Basin
A
mum - umu r:__m uUu
.
10-yr Con-A&B
0%
100%
200%
:;
u.
'"
300%
....__nn_.___..un un_________________ n___n_""__________ _____nnnu__n n__nn______.________________
----- ~~~-------------------------------
u;;?!m __"'uu 00 _ ,-+-u . .m.J~_ mum.umuu. moo 0000 um um u 0000 m.m .m....mm. mmu
---- ~-
/ \-\
1000
1500
Time (min)
10-yr Event
Below Grade Modeling
2000
2500
400%
500%
-Inflow to Rock Storage
- -Infiltration Capacity
"':"'-Inflow-Infiltration
- % Rock Capacity
--------------------------------------------
0%
.1...00
m~
100%
200%
500
1000
1500 2000 2500
:;
u.
'"
300%
oun_____.___________________u_______ ____._n_n__n_n."__ 4000/0
Time (mln)
Printed: 2116/2011 11 :33 AM
500%
PRE-SUBMITIAL RECIO
FEB 2 2 2011
.
.
Project Name:
Project Address:
Glenwood Op
Franklin Blvd
Springfield, OR
Anna Backus
KPFF
Presumptive Approach Calculator ver. 1.2 Catchment Data
Catchment 10: I Basin 2
Date: 02/15/11
Permit Number: NA
Designer:
Company:
Run Time
2/16/201111:37:30 AM
Drainage Catchment Information
Catchment ID
Basin 2
5 min.
Time
Site SoilS & Infiltration Testing Data
infiltratioo'Testin9:eroc:edure; Open Pit Falling Head
Naljve,,~CiI(i=j~i~)tiisled Infiltration Rate (I,,,,); r\ 7 in/hr
' .,,_;_.(,co .....,.-,;c.._,___ .. .. .
B,ottgm;pL,~~~uiiy'Meets Required Separation Fro~"
Hign'Gri,-cjfldwaler'Per BES SWMM Section 1.4; ) )
Correction Factor. Component
iCF,f.!" (r~og~~Jr9m 1 to 3)/. ',,'1"':'
. Design Infiltration Rates .
Id~_~j,~~frl~~,n~~~ (!t~W.:1i}9Ei;P;::~~~.-a~-.-":r><\, l I ((
I "<".'~.-'-'I.'- '"'... rt d1iG,;'""h.f1"-"'M-...'d'-.-',,:,---,,---'--r-. -j il ~
ds~:~>gr4..,~.p~~> e \., _ r.OWIn,Q'I_ ~, I.U,rl):- r-\",\ i ,f ~,.!j',
II
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~'
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0.3500
0.3000
0.2500
0.2000
~ 0.1500
..!:!.
~ 0.1000
0
u:
0.0500
0.0000
-0.0500
SBUH Results Peak Rate
Icfs)
-PR 0.057 719
-2-yr 0.194 2489
-5-yr 0.237 3059
-10-yr 0.2B 3630
-'--- 25-yr 0.323 4202
Prinlad; 2/16/2011 11 ;37 AM
PRE.SUBMITTAl REC'O
FEB 2 2 2011
.
.
Facility Design Data
,/.,,~
1'!Il!k,,~
",,,>J{f$)
~,-:~~"
Presumptive Approach Calculator ver. 1.2
Catchment 10:1 Basin 21
RunTime: 2fI6l201111:37:30AM
Project Name: Glenwood Op
Catchment 19; Basin 2 Date:. 2/15{2011
imported file Infiltration Basin 2.x's. 2/16/201111:37:32 AM
~~~~:~~~:iCh Stormwater Hierarc'hy catego,ry'the{il~'ii;~~'')~:k:;, .~,~-.::-. - .,'
2. Select Facility Type., .,.=.:,;,."-' _ '''''1 ':<:P~';:~;:i ,i:,/;,':;;i;: :;";:::':::::<':,:_:" .:;;' :',:;';:':': ";;",'",: -p
3. Identify facility shape of sU,rface fa~i1ityio'm9re_ ~ccurately e~~jrna~,~."s~rface voJume,'except for SWales
and sloped planters tha.t.u~s€; the:"Pf\9_SI~J?~,ci)~~"~ilitYYY.clrksh'eei to enieii:l~t8:' . ..;:;:n , . . '; ":,,- :,
4. Select type of facH1.lY: qqnfig\J~~tion;-':~i-:g::,.,,~_;:i:~;:;'i':'" ',t-'--- " . .,,___m~___.m n . ., ,:~;..
5. Complete.data,~_n!ry-f~t~lIf1.ig~lig~.~~.~..cefls>~.- ,-.. '..:1 '::~'c;oL
Catchment facility ~II '~eet~'{~~~~~nr,:~5~i~;~9.&~:~'~'" -"" 1 ~\:(,:, ',:;
Goal Summary:.' sA;",';;, )'~U:::~k\~:7-"" ,
i_:':~:'
'~,:"
.,'-';
'-' c~,:j c'
- , "i -.. "
Hierarch)' RESULTS bOA below needs to displny..
SWMMRequirement
Cat~ory Pollution lO~yr (~ka dispoSlll) as a
Rt'dudiunasa
I On_siteinflltrationwithasunaceinfiltratiollfacility. PASS PASS
- .. -
,.;> <~;;t -." ."-'
"::~'~~1]:~:;;: ~,.
I,~,":t,c;"
,.",.
'on:
/ ,',ti1tl~}}~~';g -:.2:k:
Fac!lIty Type = BasIn
I I'.c:: ],...",
-1--, ", ~.~ ',?,.-
ra~IH~~,~~_ha~,,~t,:'::AmOeba
JK'
~;1~~k~_
';i~~,; ,-~"i~':~
\ .;;;;;::&\!~~!tl.
" ';-+,:i;'- \;; I~"e
l /1
. "i{"-H"""'''"'''WH"-C~
"':;::T-;,;:::i+:-ciiit'~t~;:!~;~ .
Facility po"i1f1gu:r<1'ltion:
i " ,'. " ',\ .~->
..;1,
~.:d'
--..
',,_ ;"::;;~~-;;-l"':~ --~ '
';it~
,,'~.",r'.",i~~;~lgt':,;
'~: :' ~".:~'.',t"' ~.~.:;:
"'-', ',"' .: "
'\Vi' ;f;:,~+-{W :~,:~,~':J"
BE~15tv ~~Xb~'~TORAG:j~. .,~~;.,t~'
RockStoragli:BotiomAMa~~ 1.234 :01_
',__,- -'--ROdrsiorage}iiiPth.1I! 0
A
t>U;~;::t;
I. I> ,> ..
i~I~d~;({1;ti
",'"
-:;j~<~.\
PLAN1ER_I_BASIN!
. ,SWA!.E
F'ocllity I StorCl'J" Depth
Bottom Area Gr.l Depth
Side
;~'f\~
.,'.
,DATA FOR RIlOVEGJahE STORAGE COMPO-NENT'-' ..I.'
\, Facliity:Bottom~Area '" 942 sf ..-." f-
Bott~~ Pe~m~~r~'ngt#~~ 130.0 -ft - ,-,-~, I ';~-j '.
Facility Side Slope = 3 to 1
Storage Depth 1 = 12 in . )!!.../
Growing Medium Depth = 18 in . j.. .
Fre'e~~ard~j~t~, ,,~~'~lll+:\~~'-~ _...co ___"_,~~. ~-::2~-=,., ~~~ _\.~ ,"
Surface Capacity at Dept'h.1!.=,;J-::i':1;137.f1-.I:9f,~:i'. --_. _, ::_ROck:~~orage.:~iiaclty ==
InfiltratjOnAreaat75%'Depttir~\~~,;,;1;234:{;-r~E~] ~ ~_"~___ __ -~ _' --, 1 '" _",. ,
GM Design Infiltration Rat~_ = '~,~2;OO,,,-~:~!~: . ... [~_U:'\:L c. Nativ~,~~s~g!l JD~J~~a~!ol)~!lte T"" ' 3.5 ii, ,inrhr,;f
Infiltration Capacity = O.057?:~;J1~H;~m.f;I~n~'4,~ ,:~J{ .,~~.HnfiltratlonCapaclty= . 0.100 '~Cts'
RESULTS ~vo~~:: "~l:1i(~~';i.{;lt. >;.:,:l}I," '
:~::;" I ::::1 ~ ~: ::~- :~::~::"~:~'Il~!__
in..~
.,/
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.'" ,~-'"
-.~'~
",.:.\:,'"*'i.;(.;?'
,,-;,~~~,~, ,_;~~-r.-
~~~'l.r}f.""
';;-\.'.":~
I','t'
GM-"Infiltratlon Rate Used in PAC
Current data has been imported:
FACILITY FACTS
Total Facility Area Including Freeboard =
Sizing Ratio (Total Facility Area I Catchment Area) =
#V ALUEI
#V ALUEI
Infiltration Basin 2.xls Zf16!201111:37:32AM
Printed: 2/16/201111:37 AM
PRE.SUBMITTAl REC'O
FEB 2 2 2011
. .
BES - Presumptive Approach Calculator - Ver 1.2 PR Con-A&B
Pollution Reduction Event
Surface Facility Modeling
Glenwood Op
2/16/2011 11:37:30 AM
Basin 2
1
Basin
A
""--Inflow from Rain Event
- -Infiltration Capacity
- inflow-Infiltration
- Overflow to Approved Discharge
----- Percoiation to Below Grade Storage
..- % Surface Capacity
0.0800
0.0600
0.0400
0.0200
~ 0.0000
~
iL
0%
--'-'-"-~r-;=--=--="~"-"-""""-=-."-.-="-="::="
~~ ---.
o
1000
1500
100% ~
-lJ.0200
2000
.2500
..
n__ __n_____________ _______n_.n__ ____ono_____ u --------n--________ou______________n____nn___n_
:::::: r--:::-::::,::::-...:---:-::::::-:::-:::-::::--:::--:-':::---:::::---:::-::-:--:::--:::-:---:-::-:-::::--::-:::::--::::::::::::-:
-0.0800 200%
Time {min}
Pollution Reduction Event
Below Grade Modeling
-Inflow to Rock Storage
- -Infiltration Capacity
-Inflow-Infiltration
- % Rock Capacity
O.1~ 0%
0.1000 --_ _______________ ___ ________.__ ___ _____________
0.0500 ------------_____________
__L_____
..
"
j\~
-----.-.----------- -------_______n._.___.__n____.._______________ _____.____hn.n.
:1
.!!.
~ 0.0000
o
iL
500
1000
1500
2000
2500
100%~
~.
-0.0500
__un._nn__u_n___.___ _. _.__nn_
_.n. n.--..n_.on__.__..._____________hnh..
-0.1000
n_n_..__..__._.________ _n._.____ __n_nu_n_..___
-0.1500
Time (min)
200%
Printed: 2/16/201111:37 AM
PRE.SUBMITTAl REC'O
FEB 2 2 2011
.
.
BES - Presumptive Approach Calculator - Ver 1.2
10-yr Con-A&B
10-yr Event
Surface Facility Modeling
Glenwood Op
2i16/2011 11 :37:30 AM
Basin 2
1
Basin
A
-Inftow from Rain Event
- -Infiltration Capacity
-Infiow-Infiltration
- Overflow to Approved Discharge
-'--- Total Flow to Below Grade Storage
- % Surface Capacity
0.3000
0%
0.2500
~
100%
0.2000
0.1500
:e
.!:!.
~
o
u:
0.'000 --------.---.--.--i ,----. --------------.- .------------ --.------------------- _.u.___n__ .u.u______._____________.___uuu.
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./'1 ---, r:::'~-----
500
1500
2000
2500
200%
'5
u.
'"
..
300%
400%
500%
0.0000
-0.0500
-0.1000
Time (min)
10-yr Event
Below Grade Modeling
~ Inftow to Rock Storage
- -Infiltration Capacity
-Inftow-Infiltration
- % Rock Capacity
O.1~ 6%
0.1000 --------------.--------.------------------.----
100%
0.0500 ..u__.____________u
200%
J!!
.!:!.
0.0000
\
~
u:
500
1000
1500
2000
2500
'5
u.
...
300%
-0.0500
400%
-0.'000
-0.1500
500%
Time (min)
Printed: 2/16/2011 11 :'37 AM
PRE.SUBMITTAL REC'O
FEB 2 2 2011
.
.
Project Name:
Project Address:
Glenwood Op
Franklin Blvd,
Springfield, OR
Anna Backus
KPFF
Presumptive Approach Calculator ver. 1.2 ' Catchment Dsta
Catchment /0:/ Basin 3
Date: 02/15/11
Permit Number: NA
Designer:
Company:
Run Time 2/16/2011 11 :37:51 Ar\i
Drainage Catchment Information
Catchment I D
Time
Site Soils & Infiltration Testing Data
Infiltration~T"sting'Riocedure:' 0 en Pit Fallin
" ;";.;q.._,c'~,,T';I,_, ,,':.2' ,
N~tiV?c;;9!!Fi,~lpcIes~ed Infiltration Rate (I",,): i)
BOtl90~Qf;F,~c@YM~ets Required Separation Fro"",,-
HighiGidundwater'Per BES SWMM Section 1,4: r i
Correction Factor Component" '
I' C~J~~S~1 (r,:ng~~,:fr9'm 1 to ~), .----.-,-::..-r'....~".
Design Infiltration Rates
i :j~f~~J~~~~~~~~fii~h~i!~~J~"~;+~,\~\' 1/ "i
~--<~ ---.. ] / f\ 'I ,~~
-'---~~~i.! I' I
. .''.... -' .~ 1/ . i~\
Head
7ln/hr
\.
Yes_
'"
:;b~~t~L;;,\~~!j:~!;: ~1'J~' ~!;:;;
i>J:"
Execute SBUH
Calculations
!
Peak Rate
(cfs)
-PR 0,078 983
--2-yr 0286 3405
-5-yr 0,325, 4185
-lO-yr 0,383 4967
-25-yr 0,441 5748
'I'
','-'
j i
'.r
\" :<ii.."
SBUH Results
-;;
].
0.5000
OA500
OAOOO
0.3500
0.3000
0.2500
0.2000
0.1500
0.1000
0.0500
0.0000
-0.0500 2
-=---
~
u:
,-;-;;--
~
o
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".
~
Time (min.)
Printed: 2/16/201 i 11 :37 AM
PRE.SUBMITTAL RECIO
FEB 2 2 2011
.
.
Facility Design Data
..,,-:'~
~ Presumptive Approach Calculator ver. 1.2
Catchment 10:1 Basin 3.1
RunTime: 211CJ201111:37:51.t..1v1
Project Name: Glenwood 00
Catchmel'!t 10: Basin 3 Date: 2115/2011
Infiltration Basin 3.xls. 2/16/201111:37:52 AM
On-site infiltratiollwitha surfnce infiltration facility.
RESULTS box below n=ls 10 displllY..
Instructions:
1. Identify which Stormwater Hierarchy
2. Select Facility Type. .
3. Identify facility shape
and sloped planters
4. Select type .
5. data
Catchment facility wjll
Goal Summary:
Hierarch}'
c;lllegory
SWMMRequireruenl
Pollution 10-yr(~ka disposal) l\$ a
Retluctiona~a
PASS
PASS
1-::
-,
'-"i
I" l
. ""~.".'"'' "w.,".""'my
. ",fc"~.;nm:~!fr.j:'C~;;'::;I~"!E~
Facinty Corifigii~.ation:
. .' "J' ':-. ,.".
..\;t~l,i
r'aC!I~~[~~;:~,"ir~;~
Faciil)yShape~:;Amoeba
! ;..'1""'_ _.<Q',__
."
"le,:"i-:)
A
." '.
Facility
PLANTER_!_~~~
Facility I Slo.-oqeDeplh
Bottom Area + GM Depth
Side
DATA FOR liiov.E:GRADE StORAGE COMPC)N'ENT~ - -..
\Fa~~~,;.~~~;€9.~~'~.~.= 806 sf ,--
Bottom Perjr:riet~f,p!ngth 7:', 227 .Oft, ,L~J
Facility Side Slope = 3 to 1
Storage Depth 1 = ,12 in
Growing Medium Depth" 18 in
Fnie~oard D~ftl!...= N/A in
'.\ ~"l.i>. . __i.;:~ifh"i,~'J:::h;;,
Surface CapacIty at DePt~j;~:~<,;,1, 147,~?,'~~,t:r;t.",,-: -. ~_
Infilg~1I;;'~;,:;.~:I~~:i:~~~'~:~~~;1r~jlrG~t:~:i"lii~i~;iW,\i.~;;!;~~~!~J~fi~'~i~&:al.; ,'''. ,ii, .
--,il
i~___~
f
.~.....,- j ).'.~. I "-.:,\_
BELOW GRADE STORAGE
Rock Storag'a Bottom Ania~ 1,316
" -_.~:. Rock-siorag~DePth~r;.. 0
:i:, :r
....'u~,.. ;~i;;~~~"{
."
~:.....:.::i-.::::'~'--,,-,'
.'
GM infiltration Rate Used In PAC
RESULTS
PolluUon
ReducUon
Overfl~w
Volume
~. -"'"
10.yr
~
~
OCF ~
o CF 95% .Surf. Cap. Useif
Current data has been imported:
FACIliTY FACTS
Total Facility Area Including Freeboard =
Sizing Ratio (Total Facility Area I Catchment Area) ::
#VALUEI
#V ALUEI
infiltration Basin 3,1l1s 2/16/201111:37:52 AM
Printed: 2/16/2011 11:38 AM
PRE.SUBMITTAl RECIO
FEB 2 22011
. .
BES . Presumptive Approach Calculator. Ver 1.2 PR Con-A&B
Pollution Reduction Event
Surface Facility Modeling
G!enwood Op
2116/201111:37::01 AM
Basin 3
1
Ba~jn
-Inflow from Rain Event
- -Infiltration Capacity
-Inflow-Infiltration
-Overflow to Approved Discharge
---.-.. Percolation to Below Grade Storage
- % Surface Capacity
A
0.1000
0.0800
0.0600
0.0400
J!! 0.0200
'"
~
0 0.0000
u:
0%
nn'nn'nnn n'ln... .nmmn.nn....u......'n...n...munumu...mu.uunnmm n...'.n...n.__nn'......,
n-~~-~-r=-r~~~--~~=~===,~,~,====~=~~=,~-----=== .
n.mm} I. ; i,
uu n7~')Al..-=~:.::, :,:...m...muu;m...__mn
'0.0200 m,m"'um'nm
o
1 000 . 1500 2000.
100% ~
"
2500
-0.0400
----n----__nu__n_n_n___nnuh___u___n_____n_n ._ n__h__n_n__.n._ ___
-0.0600
-0.0800
Time (min)
200%
Pollullon Reduction Event
Below Grade Modeling
-Inflow to Rock Storage
- -Infiltration Capacity
-Inflow-Inflltration
-% Rock Capacity
0:1500
0%
0.1000
--------------------------------------------
_n _noun _n_ _ __'h ---. hun_hun _ n_un_nn ... _.____n_ ","+..n. n. h_n_n_ ___ _ u__ "._nn__. ____n_nn.n __n_.n_.
0.0500
.nuu'mu~~lmuumum
----.n--------h___________n_h___u_n____________n___________._n_.....___h__.
~
o
u:
..
].
0.0000
500
1000
1500
2000
2500
100%~
"
-0.0500 m'n,unnn
_n_nnn_n_..... ___hnunn________________ _n_.._nn___n__n._
-0.1000
._.._....n._............__.._______.__.
-0.1500
Time (mln)
200%
Printed: 2l16/201111:38AM
PRE.SUBMITTAl REC'O
FEB 2 2 2011
.
.
BES . Presumptive Approach Calculator - Ver 1.2
1 Q-yr Con-A&B
10-yr Event
Surface Facility Modeling
Glenwood Op
2/": 6!2011 11 :37:51 ,L\J..A
Basin .3
-Inflow from Rain Event
- -Infiltration Capacity
-Inflow-Infiltration
-Overflow to Approved Discharge
"--'Total Flow to Below Grade Storage
-% Surface Capacity
Basin
A
0.4500
0.4000
0.3500
0%
~
o
u:
0.1500
100%
200%
.,
u.
...
300%
400%
500%
. 0.3000 ...
0.2500
~
.e- 0.2000
, \
0.1000 f. t:.::::................................................... ........................ m............
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-0.0500 .. .................sg9................1.9..................... S~O .................?o~o . ...........J~~9...............
-0.1000
Time (min)
10-yr Event
Below Grade Modeling
-Inflow to Rock Storage
- -Infiltration Capacity
-Inflow-Infiltration
- % Rock Capacity
0.1500
0.1000
0.0500
~
.e- 0.0000
~
0
u:
0%
--------------------------------------------
100%
............/................ ............. .........................\~........
/
200%
500
1000
1500
2000
2500
,
u.
...
300%
-0.0500 .........n
400%
.0.1000
-0.1500
500%
.Time (min)
Printed: 2/16/2011 11 :38 AM
PRE.SUB L REC'O
FEB 2 2 2011
.
.
Project Name:
Project Address:
GJenwood Op
Franklin Blvd
Springfield, OR
. Anna Backus
KPFF
Presumptive Approach Calculator ver. 1,2 Catchment Data
Catchment 10:/ Basin 4
Date: 02/15/11
Permit Number: NA
Designer:
Company:
RunTime 2/15!201111:38:11.l\M
Drainage Catchment Information
Catchment ID
Basin 4
---~_._.
--'-I /,,\ II
i! 11\ 1.
ii' [i
___~=::--::..:=..:--:,' ,:' ;1
, I.
i"",,..
i/ :
i:~~ ~~:~l~lt1!~i~~;:
5 min.
Impervious An~a'
Impervious f\rea
Time Of
Site Soils & Infiltration Testing Data
infiltiati!;'[1;T~",!iQ9iprosedure: 0 en Pit Falling Head
Native:SoiJ'Fi"id'Iested Infiltration Rate (I",,):' ("', . 7 in/hr.
/ . ,:wr -1.:1. {(?;;li;'S~~' " ,/ "
Bottol)1',o,! Facility Meets Required Separation From,,-.
Hi9h'Giod~1tv!aier:Per BES SWMM Section 1.4: J' :
Correction. Factor Comp,o.nent
: C~iii~,(ra.ng7~;!rom1 to 3),/-;:,-1' :,
D.esign Infiltration Rates
i Idl~~fqr;,N:atiV,e (11~si"tC!i"~i);i,~'~_:_.~,i--:' '<!;\\ )1 I {/'~
!. IdEmU6.f~r!tmi-;'1.;p,Tjal;rt' edl ;'~. "t~o--;w,'f'in;--;~,,-["re'd':,:;:umr"';.:::'l'~~:'::~":',:,-_,--------; """','
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- ~~' iJ;r;:
~"~\ ~.~!.-.'-
SBUH Results Peak Rate
(c!s)
-PR 0.027 342
0_1800 -2-yr 0.092 1183
0.1600 -5-yr 0.113 1454
0.1400
0.1200 -'-1D-yr 0133 1725
0.1000 -25-yr 0.153 1997
-
.l'! 0_0800
<'~
;: 0.0600
0
ii: 0.0400
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-0.0200 '" .,. co "' 0 '" .,. co "' 0 '" .,.
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~ ~ ~ ~
Time (min,)
Printed: 2/16/201111:38 AM
PRE.SUBMITTAL REC'O
FEB 2 2 2011
.
.
Facility Design Data
(~~w Presumptive Approach Calculator ver. 1.2
Catchment 10:1 Basin 41
RunTime 2116.'201111:38:11 AM
Oo-siteillfiluulionwilhnsUIfaccinfiltrationfacilit)'.
Catchmel]t It?; Basin 4 Date: 2/15/2011
Infiltration Ba!!in 4.xls - 2116/2011 11 :38:12 A M
Project Name: Glenwood Op
Instructions:
1. Identify which Stormwater
2. Select Facility Type. .
3. Identify facility shape 'of
and sloped
4. Select type
5.
Catchment facility wjll
Goal'Summary:
Hien"chJ"
ClItegOI'}'
RESULTS box below needs to display...
SWMM Requirement
Pollution 1O~~'r(Rkadisposal)u8
Reductionasm
PASS
PASS
~"1'
.~~..i)[
F~C!!~~ii~;~!~:s:~
Facility~Sha~::) Rectangle/Square
! ~"'''- ....:~:i.',
I' ..~_.._,... ._..>.P..,," "l'
~........."_."....._.P,,...y
......~1tC.,",..-,tt,..,,:,t".'"t'~..,.:tc~
."'.
\",.
;.-,;~;~",::
~~1~:;:~~:'2~;:
IA I~.t._:f,~;
.~.':"_ .di.~. .;:'~
.001'\""" ~~gt'-';
.-~
Faci"lity c::on~gu~ati~~_
A
; ~..
",\'
Fa<::ility BoHom
Mea ~,~
Facility
Bottom Area
PLAN1ER_I_BASlN/
" SWALt
Storage Depth
~~M-DePth
Bottom
!ilT;'" - .-+:'~':J;; '-_ _, _
DATA FOR ABOVE'GRADE STORAGE COMPONENT
\ Facility 'Botlom"AJ'aa '" 316 sf
\, '~~'M~~widtii~" 18.0 !t~_
Facility Side Slope" 3 to 1
Storage Depth 1" '12 "In, :-'~.l!J./
Growing Medium Depth..- 18 In ....~..;.".,'. '_''';
Free~oard1!;Pth-= _ N/~_,_ .!n 'U--;:::~. "-. _,_. .~=~~~'- - ." ~._! ,..~>.
Infi~~~;SI~n:fin,P"t:"~"~~o;~n"~Cay.p:aic~,lty;!~f!o~.:o'~2:3;.:.".:.~.'."..fcf.n...,:.~I,.'s~h.....t..'.1:,.,:.~.'.':;.['..:i.,:...,~...!.{..".f....~.i.i:'.'"~',,",~,,"!:,i,';,'::..~..~.'.'..':,;:
", . " ,_RO"-S!of3g'l:'~~Clty;;..... n,'
- .............. ~.;,,~~~~(,,"
--. _.....~ ~ ii'
!}
1--'
"
..,
v. ',1 .. "}:."l A.:l'~
BELDWGRADE StORAGE
Rock Stora9~,,8ottomAre'a 1l:i' 494
__:~::- -ROck~Siorag~Oepth;.;, 0
ii';,'
Sf.
.~_.,..
in.
GM Infiltration Rate Used in PAC
Overflow
RESULTS VOlume-.,
PollutiOrl "
Reduction B:3 OCF
10.yr PASS OCF
,"''''''~''-''
,.'.....,...
Current data has been imported:
FACILITY FACTS
Total Facility Area Including Freeboard =
Sizing Ratio (Total Facility Area 1 Catchment Area) =
#V AlUEI
#V ALUEI
Infiltration Basin 4.xls 2/16/201111:38:12 AM
Printed: 2/161201111:38 AM
PRE-SUBMITIAl RECIO
FEB 2 2 20'11
. .
BES - Presumptive Approach Calculator - Ver 1.2 PR Con-A&B
Pollution Reduction Event
Surface Facility Modeling
Glenwood Op
2/16/2011 11 :38: 11 AM
Basin 4
-Inflow from Rain Event
- -Inflltration Capacity
- inflow-Inflltration
- Overflow to Approved Discharge
---. Percolation to Below Grade Storage
- % Surface Capacity
Basin
A
::: tee:::: tc:;r-::::c:-:::::-::: -:::-.c::c:.: -:::- "'
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u:
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.!!.
0.0000
\~
100% ~
o
1000
1500
2000
2500
'"
-0.0100
-0.0200
-0.0300
Time {min)
200%
Pollution Reduction Event
Below Grade Modeling
-Inflow to Rock Storage
- -Inflltration Capacity
-Inflow-Inflltralion
-% Rock Capacity
0.0500
0%
i i~ J-------~~-~-~~~=---~---~--~~.-----
0.0000
~
o
u:: -0.0100
500
1000
'1500
100%~
2000
2500
. ~
-0.0200
-0.0300
-0.0400
__nn__n__.___..______ n__..unnn_nn
-0.0500
Time (min)
200%
Printed: 2/16/2011 11 :38 AM
PRE-SUBMllTAL REC'D
. FEB 2 2 2011
.
.
BES - Presumptive Approach Calculator - Ver 1.2
1 G-yr Con-A&B
0.1600
0.1400
0.1200
0.1000
10-yr Event
Surface Facility Modeling
-Inflow from Rain Event
- -Infiltration Capacity
-Inflow-Infiltration
. -Overtiow to Approved Discharge
--- Total Flow to Below Grade.Storage
-% Surface Capacity
Glenwood Op
2/'16/201111:38:11 AM
Basin 4
Basin
A
~ 0.0800 ___nnnnn__
.!!. 0.0600
~.
0
ii: 0.0400
0.0200
0.0000
.0.0200
.0.0400
0%
__.unn_nn..___..__ uu___n______n.__nnnn_nn___nnnnnnn
100%
200%
'5
Uo
"'
300%
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. ~.:-:-, . .~........~ .,""'t\.-.".."..,.....,,,,.,..,......,,,"'..,,......,,,....,,,.,,..,,..,,,.
0.0200
500
400%
10
500
2000
2500
_______________._____________.u_________~__ n___ _ _______n__n_________
500% .
0.0100
500
Printed: 2/1612011 11 :38 AM
Time (min)
10-yr Event
Below Grade Modeling
-Inflow to Rock Storage
- -Infiltration Capacity
- inflow-Infiltration
-% Rock Capacity
~1. '. ~
0.0400 ____________.__-------------- ______________1
0.0300 I. . . . 100%
.
_u_n_. ___nn__un...____.._ ____yn__..nn_______________________
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-0.0300
-0.0400
-0.0500
1000
1500
2000
2500 ~
...nnmn.::..:::'t 300%
uu..._._____,..._.......n 400%
500%.
Time (min)
PRE-SUBMITIAL RECIO
FEB 2 2 2011
.
.
Project Name:
Project Address:
Glenwood Op Center
Franklin Blvd
Springfield, OR
Anna Backus
KPFF
Presumptive Approach Calculator ver. 1.2 Catchment Data
. Catchment ID:~est Bikepati
Date: 02/01/10
Permit Number: 0
Designer:
Company:
RunTimE 2116!201111:38:24AM
Drainage Catchment Information
';;;:i<llt"'~,;)1t!~~~~~~J<il'ml:t~';q:.,~.
,. ."". '- "'.....:.,..,.:::...,.,ql....~,.;,., - . , . . 4
lmpervioys' Ar~~ :G,YIV~J~t~irt~er: .CNj;"p 98 '~''':{,f~..~:.~.:,.;.-i~.-~.),ii;.?;,:.~.o -t..':.,.~.i....:',;,..,....',~...;,.',:<.;..;"...'.......,.
- Time o(Co~6~nJ@t'f~ri~:iith:]h1jnut~s, 5 min. ,\. _':;)> ;,,::
Site. Soils & Infiltration Testing Data
Infiltraticm~le~tJ.PQ;f?'bcedure: " Open Pit Failin Head
N~iiv.~~~o.ii~!~lgEt~~ted Infiltration Rate (I",,): r) . 2 in/hr
Bottom'.9.tFacijity Meets Required Separation Froi)1'"
. "..,'~t-"~",-"..,, ,;.,....... . ~ .
High Gf6iiridwater,Per BES SWMM Section 1.4: I .
.correction Factor Component
; C~,tt (r'!ogeslrom 1 to 3) /<1<.,
F ,1._.__ .,-,.,.,., ~., .,",. ~.
Design JnllltratlonRates . . L .'
" I bCjfdi'Niltive (I '-I1CF""):c"'-'--' '-.,;'\\ I I l '
I d~!1ll'~'.i'<',,,"L.=;.,,,; .Ie~,:,;~";~e.~t. '..'-.~i, .. _J", '_' .I' (:.
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!i
~t
Yes -.....
<:-~"..
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~ri~;~:~.
- ----.------.--..- -
i
~\
'"
SBUH Results
Peak Rate
(cis)
-PR 0.009 115
-2-yr 0.031 398
-5-yr 0,038 489
-10-yr 0,045 581
, - 25-yr 0.052 672
0,0600
0,0500
0,0400
- 0,0300
J!!
.!!. 0,0200
~
0
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Time (min.)
Printed: 2/161201111:38 AM
PRE.SUBMITIAl RECID
FEB 2 2 2011
.
.
F"acility D~sign Data
Presumptive Approach Calculator ver. 1.2
Catchment ID:~st Bikepath
RunTime' 2l15/201111:38:24 AM
9atchment 1.1); West Bikepath Date: 211/2010
file Off.Siie"Ditch.xls ~ 2116/2011 11;38:25 AM
Project Name: Glenwood Op Center
On-siteinfilrralionwithasurf~cejnfiltratioIlfaeHil)'.
RESULTS box below needs to disp\ny..
Instructions:
1. Identify which Stormvvater Hierarchy
2. Select Facility Type.
3. Identify facility shape-of
and sloped planters
4. Select type
5. Complete ,data
Catchment facility will
Goal SlJmmary:
Hj~rarch)'
Cuegory
SWMM Requirement
Pollution JO-)T (aka disposal) as a
Reduction&sa
PASS
PASS
,-\,.,
.-
. i~-' '_':~;:i
..J[:'i.. ~~~/~>,:.i,..:
~~"L-'~ .. - \'
~;itt,0:0 '~:~1~:~.:~'_ 4:~3J:<.
A ~1~~;,1!i~;;~~~;~
U:;' -~:;,r"'ri~"
", ~,
;b ,,~'-{qWi'~i'~:iF
:J::'_,,;-,: t''',;'_.~''Y y;.
"\."~' ,c_'_' ,~~,:_" f'i~,.~ ~~,~":~,,p:ir;' :?c;~~~~; ~~~~
BELOW GRADE STORAGE.. trt:BOttOm Area
f. RockStorag'eBottomArEia:::" 278' " ';PerSwaleDlm$
,_, =- . .'---,-:;:-'RockStorag~.D"(iilth.O;: 0 ,'!r~'
.~j....;;;...;;~:".'#J!Jl~:f .
--.... ",-'. l. l' .. ,
,~~~1:\i, ,~~;,n~fu~~i~~~;~ri!~t~lfJi~~~~~~tJ;~<;;' Native Infiltration Rate Used In PJ
~]%t)2~;!~~~: ~,;~:fJ;~-'"'
Fac{lity ~o~f1gu~~tio~:
~ c ~' ". -,-
~~
. L
. ,
A
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~aci,~~-Type'=;i"Swaie
! lKt:\:~~i:tJe
I~"'" ~'I'-=
".~\
'i ;:>
Refer to Sloped Facility
Worksheet and enter
Variable Parameters
'-r',,;::-::\~
"
PLANTER_I_I3ASINj
; SWALE
Facllity I Storage Depth 1
Bottom Area Gt.4 Depth
'_'J"-;'''''''':_~'
l!:-'=
--;>
DATA FOR AeoVeGRA6e STORAGE COMPONENT
", -'"i:~~_~fhir~tlon:Ariia, = 278 sf
Surfu~e d~~!ij){i,luinel:~. 165.2 ~cf.'
,.
Gro~ing Medium DePth. 18 In
Free~.oard g.~_Pth '" ...~,~~_,_.,~~~ '~'d2
" ':\1" _ .,--J/)",:,;~;..-{~,_i.':L._ -,
Surface Capacity at Depth;_1;~!;;":~I;,165':~~gcfc:;':!i:,_", "~,_
Infil:fi;;,~;,:,~:::~:~:::;~;\;;:~~':l.'l~mil~~;;~'.'
RESULTS
P'"CtiOOEE
Reduction PASS
10-yr PASS,
Overfl?W
Volum'lf
o CF
OCF
2L
~ Surf. Cap, Usecf
Current data has been Imported:
FACILITY FACTS
Total Facility Area Including Freeboard =
Sizing Ratio (Total Facility Area / Catchment Area) =
3,368 SF
1.531
Off-site Ditch.xls
2/16/2011 ~1:38:25 AM
Printed: 2/16/2011 11:38 AM
PRE.SUBMITTAl REC'O
FEB 2 2 2011
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PRE.SUBMITTAL REC'O
FEB 2 2 2011
.
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. BES . Presumptive Approach Calculator. Ver 1.2
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Glenwood Op Center
2/16!201111:38:24AI\iI
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PRE.SUBMIllAL REC'O
FEB 2 2 2011
.
.
COMPLETE STUDY ITEMS I For OfficiolUse Only'
* Based upon the info17nation provided on the front of this sheet, the following represents a minimum of what is needed for an
application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Spn"ngfield
Development Code (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute site
approval,' Additional site specific information may be required. NoM: Upon scoping sheet submittal, ensure completedfo1il1 has
been signed in the space provided below: .
Interim Design StandardslWater Qnality (EDSPM Chapter 3)
Req:d NIA .
o D All non-building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil
filtration media) for stonnwater qualiiy. Additionally, a minimum of 50% offue NBR impervious surface shall be
treated by vegetated methods.
o D Where required, vegetative starmwater design shall be consistent with interim design standards (EDSPM Section 3.02),
set forth by the Bureau of Enviromnental Services (BES) or Clean Water Services (CWS).
D 0 For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the BES for vegetative treatment. .
o 0 Ifa stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with either BES or CWS requirements.
o 0 Water Quality calculations as required in Section 3.03.1 of the EDSPM
o 0 All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary. containment or weather resistant enclosure.
. .
General Stndy Req~ements (EDSPM Section 4.03) . . .' . . .
o 0 Drainage study prepared by a Professional Civil Engineer licens~d in the state of Oregon.
o 0 A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
o 0 Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event
o 0 The time of concentrati?n (rc) shall be determined using a 10 minute start time for developed basins.
Review of Downstream System ('EDSPM Section 4.03.4.C)
o 0 A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (apse).
o 0 Elevations of the HGL and flow lines for both city and private systems where applicable.
Design of Storm Systems (EDSPM Section 4.04)
o 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
o 0 Minimum pipe cover shall be 18 inches for rei~forced pipe and 36 inch~s far plain concrete and plastic pipe materials,
or proper.engineering.calculations shall be provided when less. The cover shall be sufficient to support an 80,000 Ib
load without failure of the pipe structure.
D 0 Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to
achieve a minimum velocity of three (3) reet per second at 0.5 pipe full based on Table 4-1 as well.
OtherIMisc
o 0 Existing and proposed contours, located at one. foot interval. Include spot elevations and site grades showing how site
drains
o 0 Private stormwater,easements shall be clearly depicted .on plans when private stormwater flows from one property to
another
o 0 DI)T\vells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03 A.A). Additional provisions apply to this as required by the DEQ. Refer
.to the website: www.dea.state.or.us/wahrroundwa/uichome.hcmfor more information.
o 0 Detention ponds shall be designed to limit runolfto pre-development rates for the 2 through 25-year storm events
*This form shall be included as an attachment, inside the front cover, of the stormwater study
. IMPORTANT: ENGINEER PLEASE READ BELOWAND SIGN!
As the engineer of record, I hereby certify the above required items are, complete and included with the submitted stonnwater study and
plan set.
Signature: Date:
Revised 11/19/09
10 of 10
FOR ASSES9~ ENT
AND TAX.ATION
ONLY
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PRE.SUBMITTAL ~~EC'D
FEB 2 2 2011
.
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Appendix C: Conveyance Calculations
PRE.SUBMITTAl REC'O
FEB 2 2 2011
.
.
Glenwood OP
Springfield, OR
Project: 310814
Storm Drainage
Conveyance Calculations
KPFF Consulting Engineers
By:ALB
DESIGN SECTION DESIGN CALCULATIONS DESIGN
SUB-BASIN RUNOFF TOTAL SLOPE DIA CAPACITY VEl. RUNOFF VEL. LENGTH
OR TIME a Q af Vf RATIO AT
STRUCTURE MIN. CFS eFS % IN. eFS FTfS Olaf OlaF FEET
Roof I 5,00 I 0.40 I 0.40 I 1.00 I B I 1.21 3.45 0.33 3.09 200
110218-CALC-conveyance-calcs-25-yr.xls
PRE.SUBMITTAL REC'D
FEB 2 2 2011
2/18/2011
.
.
Appendix D: Infiltration Test
PRE.SUBMIITAl REC'D
FEB 2 2 2011
.
.
Sandy Gravel Alluvium:
T~e silt and sand alluvium transitions to sandy gravel with depth, The gravel is
typically :f3-inch' minus, rounded and well-graded. The sandy gravel contains
some to trace silt and is very moist to wet The sandy gravel extends to the limit
of our expioration at the site (:!:6.feet), . .
INFilTRATION TESTING
. .
. . .i "". ',' . , .".. '"
.Infiltratipn testing was conducted at:two 10Gations:(P~1 ?ndPc2). The'iPproximate'test
locations'ar~ shown on Figl!re 2. .The. festrng wascondueted Jb assist in. estimating the'
hydrpullc: Conductivity of thespjl beneath .th~ site. for u~e in. d!sposalof 'stormy,ialer, .
The<taUing h,ecid infiltratioilmeU,1od w~s usee!' for the testing, in generaJconfo~ance
with the .Eugene $lormwater.Mahagement Mantial c,,' July 2()06, The w?ter feVels were'
monitOred ovenij fiVe Ji6uf perioc(wilh variilbleinfiltratidn,ri!tes observed, 'S'asedon bUT
. pbsetvatioi:ls, 'it appears that the subgrade'soils are; expect~Q' tei h~v.e rqw to mdderate
. pennea'bil\ty: . Th~ infiltration. rates are eXPected to i'lcrea$e with depth ih the' Soil
profile;' A. summary' of test depths,..subgrade, soilS and infillt;ati6nrn~ast.irerneritsate '
pf9\i'iped in tabla 1 for indiYidUal t~~t lockrtions.We recommend using an irrmtrilti6n'
. . rate~o'gre~ter than' %, inche$/f)6lJi:fOC!l'Verage itifiltf?tion. rates in the upper \t1!I,iO>24'
inches of the- soil prClfiJe afthe,sit.e. .The Cleslgn mfiltr;;itic:>nr~t~l11ay tie incte<lsed tqA .'
. in2h,eslh~lJr if tl1e jnfiltratioil <;irea.s ,are e1Ccav~ted;to the .sandY$oiJ,sub9tadEland ,
r~latively free drainingm~teria:r j~ u~e(f to backfill theexc;;ivation to the desigh sllqgrade' '
. JEweL ", ,,' , , , :' . '. . .' '.
" '.
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l'al:ll~1. 'Infiltt;ifjonT~$tinB:SLimmarY.
'.;. ., ,1,'. '. .-.'
.,
TEis! : ' T~st Depth, M~asured
$.tibgrade Soil '. Infiltration
Loca,tion, ''fin} '. rate. (i{1jfJr.)
P"1. 24" Sa,h.qy$ilt :i:12in.il)r.
, ..
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, QISCUSSI()N QF' GE;OTeC,HNJCAl ISSUES
,
Weather Conditions:. ,
The site workshbuld beconctucted dUring dry weather, to the extent practical. The site
gn3din9 is expected to. beminih1al and'will primarily be excavation' of the existirig fill
materiai for thebuiidirig,pad ahd fpotings. The'subgrade soils wi!1 ,typiCally ipC;lyde silt,
, Which is expected tp be moisture ~ensitive, The,exCavation depth for the footings and
pavements will have' to 'be. increased .arid .a. thlckened rOck section used .for site
prepar;;ition during wet' Weather conditions, Therefore, 'wet we;;ttl1er construction is
expected to have higher site preparation,costs; , .
. Buildina Site PreDatation:... ' '.' ..' .' .
We'underst<md tMt the .neW stl1,lcture will. inClude slab on grade constl1,lGtion that Will 'be
. ,elevated apove existing; sit~ grades. AU firL m,<ltenals and. debriS Wili neeq.' to, be .
, excav?tedfrom the building area, and hauled from the sit~ as the excavatiqn is
",
Geotech~i~J' tnve~tigatlon
Glenm6<! Op PrQjeCl
Eugene, Oregon
3.
p~AL RI:C'D
FES 2 2 2011
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2llS40: a AItport, ROad '
Eugene, p",glm lI7>102, " .' "
pI>ono-C54l1 6lli, n,1!1 ,lax (5411.68403$51'
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. 'FIGcRE No."
GLENWOOOOP PROJECT
, :eUGEN~ OREGqN
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. "SITEPLAN...
EXPLQRATION LoCATIONS
GLElf',WOOO: l)PPROJECT
eUGErilE. OREGO~
FtGlJlENO;
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First American
First American nt/e Insurance Ccmpany of Oregon
600 Country Oub Road
Eugene, OR 97401
Phn - (541)484-2900
Fax - (541)484-7321
Order No.: 7191-1617544
August 24, 2010
FOR QUESTIONS REGARDING YOUR CLOSING_ PLEASE CONTACT:
CYNTHIA FOSTER, Escrow Officer/Closer
Phone: (541)484~2900 - Fax: (541)484-7321- Emall:cgfoster@firstam.com
First American Title Insurance Company of Oregon
600 Country Club Road, Eugene, OR 97401
FOR ALL OUESTlONS REGARDING THIS PRELIMINARY REPORT. PLEASE CONTACT:
Ronald Denton, Title Officer
Phone: (541)484-2900 - Fax: (541)484-7321 - Emall: radenton@firstam.com
Preliminary Title Report
.2005 ALTA Owners Standard Coverage
2006 AlTA Owners Extended Coverage
2006 ALTA Lenders Standard Coverage
2006 ALTA Lenders Extend~d Coverage
Endorsement
Liability $ 595,000.00 Premium $
Liability $ Premium $
Liability $ Premium $
Liability $ Premium $
Premium $
Cost $
Cost $
1,493.00
. Govt Service Charge
Other
30.00
We are prepared to issue Title Insurance Policy or Policies in the form and amount shown above, insuring
title to the following described land:
The land referred to in this report is described in Exhibit A attached hereto.
and as of August 18, 2010 at 8:00 a.m.,-title to the fee simple estate is vested in:
CDS Holdings, LLC, an Oregon Limited Liability Company
Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and
the following: .
1. 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 01 by the public records; proceedings
by a public agency which may result in taxes or assessments, or notices of such
proceedings, whether or not shown by the records of such agency or by the public records.
2. . Facts, rights, interests or claims which are not shown by the public records but which could be
ascertained by an inspecton of the land or by making inquiry of persons in possession thereof.
This-report is for the exclusive use of the parties herein shown and is preliminary to the issuance of a .
title insurance policy and shall become void unless a policy is issued, and the full premium paid.
PRE.SUBMITTAL REC'D
FEB 2 2 2011
Preliminary Report
.
.
,
Order No.: 7191~1617544
Page 2 of 5
3. Easements, or claims or easement, not shown by the public records; reservations or exceptions
in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water.
4. Discrepancies, confiicts in boundary lines, shortage in area, encroachments or other facts which a
correct survey would disclose.
5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers
compensation heretofore or hereafter furnished, imposed by law and not shown by the public
records.
The exceptions to coverage 1-5 inclusive as set forth above will remain on any SUbsequently
issued Standard Coverage Title Insurance Policy. .
In order to remove theSe exceptions to coverage in the issuan~e of an Extended Coverage
Policy the fol/owing items are required to be furnished to the Company; additional
exceptions to covera.ge may be added upon review of such information:.
A. Surveyor alternative acceptable to the company
B. Affidavit regarding possession
C. Proof that there is no new construction or remodeling of any improvement located on
the premises. In the event of new construction or remodeling the following is
'required:
. i. Satisfactory evidence that no construction liens will be filed; or
ii. Adequate security to protect against actual or potential construction liens;
Iii. Payment of additional premiums as required by the Industry Rate Filing
approved by the Insurance Division of the State of Oregon
6. Taxes for the fiscal year 2010-2011 a lien due, but not yet payable.
7. The rights of the public in and to that portion of the premises herein described lying within the
liillits of streets, roads and highways.
8. Easement, including terms and provisions contained therein:
Recording Information: August 03,1944 in Book 272, Page 107
In Favor of: . Glenwooa Water District
For: . pipeline
9. Easement, including terms and provisions contained therein:.
Recording Information: September 15, 1999 in Reel 2590R, Reception No. 99079428
In Favor of: City of Springfield; a municipal corporation, in Lane County
For: public utility
10. Easement, including terms and provisions contained therein:
Recording Information: August 27, 2003, Reception No. 2003-082520
In Favor of: Moe Trust and CDS Holdings
For: access, ingress and egress, and drivey.oay purposes
11. Glenwood Urban Renewal Plan Notice, including terms and provisions thereof.
Recorded: December 14, 2004, Reception No. 2004-095229
Arst American TrtJe
PRE.SUBMITTAl REC'O
FEB 22 2011.
.
.
Preliminary Report
Order No.: 7191.1617544
Page 3 of5
J
12, Deed of Trust and the terms and conditions thereof,
Grantor/Trustor: CDS Holdings, LLC, an Oregon limited liability company
Grantee/Beneficiary: The Joseph F, Romania Revocable Trust
Trustee: Varner Jay Johns III
Amount: $150,000,00
Recorded: November 26, 2007
Recording Information: 2007-07B782
13, Any conveyance or encumbrance by CDS Holding, LLC should be executed pursuant to their
Operating Agreement, a copy of which should be submitted to this office for inspecbon,
.14, Any conveyance or encumbrance by Gienwood OP, LLC should be executed pursuant to their
Operati~g Agreement, a copy of which should be submitted to this office for inspecbon,
15. Unrecorded leases or periodic tenancies, if any,
- END OF EXCEPTIONS -
NOTE: We find no judgments or United States Internal Revenue liens against Glenwood OP, LLC
NOTE: Taxes for the year 2009-2010 PAID IN FULL
Tax Amount: $1,180.52
Map No,: 1703343400201
Property ID: 0299477
Tax Code No,: 00480
NOTE: Taxes for the year 2009-2010 PAID IN FULL
Tax Amount: $2,396.01
Map No,: 1703343100900
Property ID: 0299279
Tax Code No,: 00480
NOTE: Taxes for the year 2009-2010 PAID IN FULL
Tax Amount: $239,95
Map No,: 1703343100900
. Pro'perty ID: 1507373
Tax Code No,: 00480
(Improvements only, assessed to CBS Outdoor Inc.)
THANK YOU FOR CHOOSING FIRST AMERICAN TITLE!
WE KNOW YOU HAVE A CHOICE!
cc: Glenwood OP, LLC
cc: CDS Holdings, LLC
cc: Jeff Elder, Evans Elder & Brown Inc.
101 E Broadway Ste 101, Eugene, OR 97401-3114
cc: Alan Evans, Evans Eider & Brown Inc. .
101 E Broadway Ste 101,Eugene, OR 97401-3114
AlSt American Title
PRE.SUBMITIAL REC'D
FEB 2 2 2011
.
.
J
Preliminary Report
Order No.; 7191-1617544
Page <1 of 5
,...~ t ..." r. A I "'..
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First American Title Insurance Company of Oregon
SCHEDULE OF EXCLUSIONS FROM COVERAGE
ALT!. LOAN POLICY (06/17/06)
The following matters are expressly excluded from the coverage of thls policy, and the Company will not pay lass or damage, costs, attorneys' fees, or
expenses that arise by reason of:
1. (a) Any law, ordinance, permit, or governmental regulation (indudirlg those relating to bUilding and zoning) restricting, regulating, prohibiting, or
reJatlngto
(I) the occupancy, use, or enjoyment of the land;
. (10 the character, dimenSions, or location of any Improvement erected an the Land;
(Iii) the subdivlsJon of land; or
(iv) envilOnmentalprolectlon;
or the effect of 'any violation of these laws, ordinances, or governmental regulations. This Exclusion l(a) does not modify or limit the cover_age
prOvided under COvered Risk S.
(b) Any govemmental police power: This Exclusion l(b) does not modify or limit the coverage provjded under Covered Risk 6.
2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.
3. Defects, liens, encumbrances, adverse claIms, or other matters
(a) created, suffered, assumed, or agreed to by the Insured Oaimant;
(b) not Known to the Company, nOt rerorded in the PubUc Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to
the Company by the Insured Oaimant prior to the date the Insured Claimant became an Insured under this policy;
(c) resulting in no loss or damage to the Insured Oalmant;
(d) attaching or created subsequent to Date of Polley (however, this does not modify or limit the coverage pr.ovided under Covered Risk 11, 13, or 1'1);
'"
(e) resulting In loss or damage that would not have been sustllned If the Insured Oalmant had paid value for the Insured Mortgage.
4. Unenforceabnlty of the lien r:i the Insured Mortgage because of the inabJllty or fa~ure of an Insured to compry with applicable doing-business laws of the
state where the land ls situated.
S. Invalidity or unenforceability In whoie or In part of the lien of the Insured Mortgage that arises out of the transaction eridenced by the Insured Mortgage
and Is based upon usury or any consumer credit protection or truth.in-lendlng law.
6. AITf claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the
Insured Mortgage, is
(a) a fraudulent conveyance or fraudulent transfer, or
(b) a preferentlal transfer for aITf reason not stated In Covered Risk 13(b) of this policy.
7. Any lien on the TItle for real estate taxes or assessments Imposed by governmental authority and created or attaching between Date of Policy and the
da~e of rectlfdlng of the Insured Mortgage In the Public Records. This Exclusion does not modtfy or limtt the coverage provided under Covered Risk ll(b).
ALTA OWNER'S POLICY (06/17/06) .
The following matters are expressly excluded from the coverage of this policy, and the Company wJll not pay loss or damage; costs, attorneys' fees, or
expenses that arise by reason of: .
1. (a) Any law, CJrdinance, penni~ or governmental regulation (Indudlng those relating to building and zoning) restricting, regulating, prohlbtting, or
relating to
(Q theOCQJpaney, lise, or enJoyment of the Land;
(Ii) the character, dimensions, or location of any Improvement erected on the Land;
(III) thesubdtvlsion of land; or
(Iv) environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion lea) does not modIfy or limit the coverage provided
under Covered RIsk 5.
(b) Any governmental police jXIwer. This Exclusion l{b) does not modify or limit the cCTolerage provided under Covered Risk 6.
2. Righ~ of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.
3. Defects, liens, encumbrances, adverse claims, or other matters
(a) created, suffered, assumed, or agreed to by the Insured Oaimant;
(b) not Known to the Company, not recorded in the Public Records at Date of PolICy, but Known to the Insured Claimant and not disclosed in writing to
the Company by the Insured Oalmant prJorto the date the Insured Oalmant became an Insured under th~ policy;
(c) resulting In no loss or damage to the Insured Oalmant;
(d) attadling or created subsequent to Date of Policy (however, this does not modify or llmltthe coverage provided under Covered Risks 9 and 10); or
(e) resulting in loss or damage that would not have been sustained If the Insured Oalmant had paid value for the litle.
4. Any claim, by reason of the operation of federal bankruptcy, state insavency, or similar creditors' Dlhts laws, that the transaction vesting the litle as
shown inScheduJeA,ls
(a) a fraudulentcOllveyance orhaudulenttransfer; or
(b) a preferential transfer for any reason not stated in Covered Risk 9 of this poliey. ,
S. Any ~en on the Title for real estate taxes or assessments imposed by governmental authority and aeated or attaching between Date of Policy and the
date of recording of the deed or other Instrument of transfer in the Public Records that vests Title as shown in Schedule A.
. SCHEDULE OF STANDARD EXCEPTIONS
1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes Oi assessments on real property or
by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown
by the records of such agency or by the public records.
2. Facts, rights, interests or dalms which are not shown by the public records but Which couid be ascertained by an Inspection of the land or by making
Inquiry af persons In possesslonthereof.
3. Easements, or claims of easement, not shown by the public records; reservations or exceptions In patents or in Acts autoorizing the issuance thereof;
water rights, claims or title to water. . .
4. MY encroachment (of existing improvements located on the subject land onto adjoining land or of existing Improvements
located on adjoining land onto the subject land), encumbrance, violation, variation, or adverse circumstance affecting the title
that would be disdosed by an accurate and complete land survey of the subject land.
S. Any lien" or right to a lien, for services, labor, matetial, equipment rental or workers compensation_heretofore or hereafter
furnished, imposed by law and not shown by the publiC rerords.
NOTE: A SPEaMEN COPY OF THE POIICI' FORM (OR FORMS) WIll BE FURNISHED UPON REQUEST
TI149Rev.7'22+08
Arst AmenCafl. Title
PRE.SUBMITTAl REC'O
FEB 2 2 2011
.
.
;
Preliminary Report
Order No.: 7191-1617544
Page 5 of 5
Exhibit "A"
Real property in the County of Lane, State of Oregon, described as follows:
PARCEL I:
BEGINNING AT THE NORTHWEST CORNER OF LOT 10, GLENWOOD PARK, AS PLATTED AND RECORDED
IN BOOK "T", PAGE 481, LANE COUNTY DEED RECORDS, LANE COUNTY, OREGON; THENCE SOUTH
195.30 FEET ALONG THE WEST LINE OF LOT 10' THENCE SOUTH 880 22' EAST 224.40 FEET; THENCE
NORTH TO THE NORTH LINE OF LOT 10; THENCE WESTERLY ALONG THE NORTH LINE OF LOT 10 TO
. THE POINT OF BEGINNING.
EXCEPTING THEREFROM THAT PORTION CONVEYED TO LANE TRANSIT DIsTRlCT BY DEED RECORDED
JUNE 08, 2006, AS RECEPTION NO. 2006.039900, OFFlCIAL RECORDS OF LANE COUNTY, OREGON.
PARCEL II:
BEGINNING AT A POINT ON THE WEST LINE OF LOT 10, GLENWOOD PARK, AS PLATTED AND
RECORDED IN BOOK "T", PAGE 480, LANE COUNTY DEED RECORDS, LANE COUNTY, OREGON, SOUTH
000 25' EAST 195.30. FEET FROM THE NORTHWEST CORNER OF LOT 10; THENCE SOUTH 000 25' EAST
137.50 FEET ALONG THE WEST LINE OF LOT 10 TO THE NORTHERLY LINE OF 14TH STREET, IF SAME
IS EXTENDED WEST; THENCE NORTH 890 35' EAST 224.32 FEET ALONG THE NORTHERLY LINE OF
14TH STREET, IF EXTENDED WEST; THENCE NORTH 000 25' WEST 125.65 FEET; THENCE NORTH 880
22' WEST 224.40 FEET TO THE POINT OF BEGINNING..
TOGETHER WITH A 30 FOOT EASEMENT FOR RlGHT OF WAY; THE NORTH LINE OF WHICH IS
DESCRlBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY LINE OF 14TH STREET, IF THE
SAME IS EXTENDED WEST, SOUTH 000 25' EAST 332.80 FEET-FROM THE NORTHWEST CORNEROF LOT
10, GLENWOOD PARK, AS PLATTED AND RECORDED IN BOOK "r', PAGE 481, DEED RECORDS OF LANE
COUNTY; THENCE NORTH 890 35' EAST 644.40 FEET TO THE WEST LINE OF HENDERSON AVENUE.
Tax Parcel Number: 0299477, 0299279 and 1507373
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which point 18 4'7 teet from (when melleure'~':
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North'~4 011~0" talt'17'7.9 teet and
parnl1el to the oenter or tht HiUhWa7 to
the East line of said parcel or 1an~ 63.0
reet South or a polnt 20.8 reet S. 7~o121
West of the :~orthe85t corner ot saSd D.L-.r;.
# 63. ell In Lane County, Oregon.
Alsg beginning at a point 10.a feet
:)otlth 74 121 Vlest ot II. point 63.0 teet.
South or the ~ortheaat corner or the ZarB
Sweet U. L, C. # 66 T. 175. R. .3 ','1. ~';. ):1.,
Lane ~ounty. Oregon, runnlnt thence South
542 teet more or. leas to. the iJo1rJ.t of .
end1n,;: on the SO'ltb l1no ot a tract of
land c'onveyed to 'f. J. !'!r"oy.J'l and f'.va !.
!'lrooke -:'n ~'ok' In "Ilf:e 301 of Lar,e ';I)un,;y
;.;erord of ::.eedn, e! 1r1 ~"'1nt be~;:e ~::)~Jt~
78!"o.'~~est In.!: feet or 0 :'.otnt 615.2 :~o'l~.h
ot'the l:ortheast corner .or ::. L. C, Ii C8'
tn Lane County, Oro~on.
~ec'nnlnn at 8 point on the' oster11 l~nc
of 11 tract or 1nn\1 :r: \,1CT\n,>Ori 't.rJt ~~ ~;~c.
~4., 'PUil. 17 :'. :Co ~, "6 .;. :.;.., 'Lane
Count-,v, UrOef'Jn, l:. "i2 .Z1t En:;;:' ;'~:)I~' fe:.t
or a polnt ~4.7 teet .~oui:h of t:.he ::. :~.
cornof' of. the :':A~'a :"J\1eot V.L.r;, ~.6A !~
~".e. ,':"4, ':'..~:" :., :'. ~ i. .1. :., runn(nr..
thenr.e .j'. 3~. 43' E. 95,2' nl'onl u l1ne
pllrallel I7lth nn.1 ;.6 :eet tl;:-:t.Aot. l'rO:1
(when :>lonR,U"e1 at r~r;Jt: qr, le:: to) t~:c
netflo 1. h~70:!. ;0 t~e . oint of !:r.rl~nl
'on::'1:o ::ast line I)r ~(dd tT'ect, .:. l;i~!04?,1
":nt 415.4 feet fr:" n :":1n::: :".t..7 fr;:':t
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lot 1:) or tt,e -1n':. at :l.~n\"loC'l': ~d'1,.:,!\:'l
':Ilatt'O" Ilr:d l'(:eorrlCi~ 1". '11r>1: :-. l.r..'C .1.:1
nr 1.1'lnn r.n'l:;':~' : ,"':: lr:l 'l')f' e..i-''\:'. 66J"":Ct.
::outh or the "(lrt":'.";,I~lr;'. corner' or !:l: ~.~ 1'~.t.
10, r'ln...fnr tr.t:!:.r:c ~'oft!': 8to;:'.J' '. 1'Il\~ ~7
foetI 1Il0l'p. ',)r 11.:"a, :~l~~!'lo' II U.;:.,'.' :''111.::
ult.h 0:..'1.6 -~~t)t "rfl~'1 '.wilen :"!O/!5',U'C, ~,t'
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a1:l"1D "-Lt.ne County.. OregoD.
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aeginning at & polDt on the test line' ot a
pirc~~ at lane 'in Sec. Z' T 17~, R 3 ~. W. ~.
&0 convoled to J,'R. Qnd ~arlanne Beek jn
Boak ~3'. Page 442 of Ls.nS Count,. teed Record.!,
Da1d, point boing !lorth 81 3D' Eallt,892.4 reet,
mbP or leas, tro~ D,polnt 3'.7 teet South
of the Hortha8st oo'mar ot the ?ura ~ueet
D.L.C. No. 68J runnIng thence ~ortb 8e~2ot'
Eaet, along 8 11ne para;lel with end 6 feet rr~.
(when =aasurad at r1ght angles tal the south-
erly line at the ?8c~tIc HighWay! a dIstance
at 60.7 teet to the r1nt ot end nf on ~hc
oaet lIne ot a perce of land conveyed to
John Uar\gen and rc::orc!ed In 31'lok 2M,' rare
'7g or the Lane Count7 need ~eeorde, nt n
d.IsUnce or 6.2 teet ~;Ql.Jth or the '~orth6ast
.comer thereat, all 1n Lane ~ounty, Ore~~n.
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Beginn1ng at. a yolnt on, the East l1:!.e of 8
oel or lnnr\ conveved ~o .rOM j.!e.dr.en nntl
reeorde~ 1n '101. 234, "'Of:e 479 or the Lnne
Count, ~.ed ~6oord8, unIch po1nt 13 ~5~.1
teet north e~ater11 trom B po1nt ~4.7 !eo~
south of the I:orth an:!',; Cl')rner of thl'J . nra
~~eet ~.~.C. ~o. S9 in fee. 34, T. 17 ;.,
R. 3 l"i. ".!ri.: rlJ1'ln~n! thAnes 1ior<;h 820 201'
But. ~arallol "1 th and 6 feot ,o'ltherl-y
tro1n l"hen llle8:turod at r1rh'; cne1el!l to:
the 8E>ut.herly'lIne of the :JeHle :'~l!:h\1B:r
B d1stance of 122.3 feet, moro ~r les~
thence toUowin{' B Clirve to the r1i:ht 2M
teet, thenee ~o\lth 70010' !::al'lt IS teet Mre
or'leslI, to the :>o1n':. ot ;;;nct'ne on the -
!.<:ut l1ne or lot lti of rle!'lwOl)d 'ark 6.4
teet south ot the C::'l"thenst corner thereof,
all 1n Lane ...:ounty, "ragon..
BeginnIng at a poInt 1):'1 the. '"cst liZJ8 ot
Lot 1, Alook 2, ~"ld\'Il' "arle, 6.4 te~t ::O'lth
of tho l!orthwut corno:,. TU:-:nIns thencO
South easterl,. rilonr:: n cm,.ve tt> the lett,
.:arallo 1 with nnd 6 !'er: t- fro'"": (when.
melll!.urod (It richt M~lef" to) the sOlltherly
line of the :'nc1t!c ::li l)I'!'BY, n ~ls1,n:lee of
127 re~~, mo~. or 10'8. to the point or
en~lnG on tho ~ast line ot lot 2, ~l~ek 2,
;':ldway.;>ark, 6.4 feet. ! Ollth of the ~lorth-
eaet corner thereot', all In, Lane linunty, Drc8on~
.J~\.. '.'
Sarah Wright, a
wIdoll'
" C. Nteholl 'and
V.VB :-t1 chol.l , hill trlt.
SDslnn1l'lC; at. 8 po1nt on the! '.:8at Une of
Lot. 1. ~lock~, i,ildnay "'nrk 6.1 toet
r.outh ot'the :Iorthwut eOMlv, runn1ne
thence :::outh '1Qo(,.. j-:ut alone 8 11ne
jlarallel with and 6 feet trem .(..hen
mcuured It rl[ht a.n,~leD 1;0), t.he ,
Southerh' l1no or tha :'aclf1e Rt. hway, a
d1Btanoe ot 81.6 teut mora or 'leu, to t.he
point. at end1.ng on the ~'ut line or Lot 2,
Block"', r.l1dlr81 Park, 6.1 feet ..:o"th of
the Nor~hea8t corner ther~or, all 1n Lane
Count,., : Oregon.' .
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9-15-99
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PU9L1C UTILITY EASEMENT
THIS INDENTURE MADE and entered into lhis.~ dC!y of .~j(.lL y . ~999, oyaod between
~('" 1S 1...,r.-<-i',hX~t:" ,hereinafter relermd to as the Grantors, and the.CITY OF SPRINGFIELD, a
municipal corporation, in Lana County, hereinafter referred to as the Granlee.
'I WrTNESSETH: In consideration of the acceptance DY Grnntee and Ihe use or hOlding of said easement for
pres~nl or future pubJlc use by Granlee, Grantors hereby grant, bargain, sell and convey unlo Ihe Grantee. a
perpetual easement ?.s& leet in width. together wilh the right to go upon said easement area hereinafter
described for the purpose of constructing, reconstructing. maintaining and using public utilities which may
hereafter be instaUed on \he following described property, to-wi!:
A. ?ARCEl or lANO l't1NC IN stC.TION J4, TOWNSHIP 17 SOUTH, RAN:;[ J WESl Of" THE
\',1LlA!.\Eli[ MER10!AN, SAID PARCEL BEING MORE PARJICULARt Y DESCHI!:I[O AS rOLlD'NS:
BEGlJl:NINC AT TH[.\'9~r:;WEST CORNER cr lOY 10, CLENWOQO PARK, AS PLATTED ANO
HECCROEJ IN SOOK T, PAGE '80; lANE COUNTY DEED RECORDS, lANE COUNTY OREG~'
"oNCE sourri 17.;4 fEfT 1J.000G mE !:5T UN, Cf 5A!iJ LOT 10; TJJENC[ No,iH B2"4y"Alf
7.56 rEET: lHENC..[ NORTH 17.14 FEn TC THE NORTH llNt or SAID LOT 10' .
7rl~NCf SVJTH 62'~,r II'fST A~ONC SAID NORTHERLY LINE TO THE POINT or' BC:G:NNU\C,
TO HAVE AND TO HOLD [he above easemenf 10 the said Granlee, its heirs and assigns IOI-eve~,
IN(f!ITNESS WHEREOF, the Grantors'above named have hereunto set their hands and seals this J.Q..day
of ~ u. ., ,1999" . '. . !1!2SEP.1S'991l01REC 15.
, 0 llilSE?lS'99nDIFFUND 10.0 I
jl~i-~ 7, ~ .
(SEAL)
(SEAL)
(SEAL)
(SEAL)
STATE OF OREGON) SS
COUNTY OF LANE)
BE IT REMEMpERED, that on this..5.Q.. day of01 \ I~ ~ - , 1999, be:or~ me, the u,
Notary Public in and for said COUl'lty and Slale. perSonaU\Qappeared the within named Ci
known 10 me to be the idenUcal Indi'lidual described in and who e eculed the within
instalment and acknowledged to'me that.b.L- executed the sarne freely and voluntarily,
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and yearlastabove
written.
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II' EWSfiItWl'l'lI.!DI
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N~ry Public for 0 gon U
My Commission Expires d - \ ~-(j \
RETURN TO:
CITY OF SPRINGFIELD - PUBLIC WORKS DEPT, . 225 FIFTH STREET. SPRINGFIELD, OREGON 97477
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FES 2 2 2011
~7ER RECORDINGRETUR~TO:-
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f(;"')+~~ oK c}7<J77
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DECLARATION OF EASEMENT
"'" 7M+~Aij ccJ.r- ;IoIJM4
(Please Pnnt) , r-
1. The undersigned, hereinafter Grantor(s), state that the property more particularly described and set forth in
Exhibit A, attached hereto and incorporated herein by reference, is hereby declared, granled, conveyed, and
created to be a perpetual and non~exclusive easement for access, ingress and egress, and driveway purposes.
2. Said easement is not personal or in gross, but is appurtenant to each and every portion of the property more
particularly described and set forth in Exhibit B, attached hereto and;incorporated herein by reference.
3. Said easement shall run with the properties herein described and shall be binding on and shall inure to the
benefit of the parties hereto, their heirs, successors or assigns.
4. Said easement is made for the purpose of complying with the Springfield Development Code regarding the
division or partition of land or any other development of land. As snch, the Cily of Springfield shall also have
the right and standing to secure judicial recognition and enforcement of the rights granted by this Declaration,
and this easement shall not be affected or negated by title or the merger of title of the dominant and servient
prop~rties in a common owner. . . .
5. Grnntor(s) shall at all times, and without restriction, have the"right to use the. easement for purposes not
inconsistent with the easement. . . .
6. The maintenance and repair of said easement shall be in accordance with Exhibit C, 13ttac~ed hereto and
incorporated herein by reference. . .
7. Grantor(s) funther hereby declare, grant, convey, and creare the right to use said easement for a perpetual and
non-exclusive easement for access, ingress and egress, and driveway purposes' more particularly described and
set forth in Exhibit B, attached hereto and incorporated herein by reference,
8. The true consideration of this Declaration of Easement is (I) $ - ()-, or (2) other than monetary.
IN WITNESS WHEREOF, the u~dersigned bave caused this instrument, to be executed this ~ d~y of
,2003.
"
STATE OF OREGON)
)ss.
Counly of Lane )
ON THIS ~ &y of
within named -C
, 20~, personally appeared before me.. a Notary PUblic. the
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and aclm~wIedged the foregOing to be their voluntary act"and deed.
I) . . OFRCIAlSEAl
DONNA CLARK
I,. i NOTARY PUBLIC - OREGON
.. COMMISSION NO, 359246
MY COMMISSION EXPIRES JULY 4, 2006
Notary Public for Oregon
My Commission Expires:
"1. tv r
A.copy of this recorded document must be retumed /0 tile CIty a/Springfield, Development Services Department,
225 Fifth Street;Sprillgfie/d, OR 97477.
r Division of Chief Deputy Clerk
Lane County Deeds Bnd Records
'0
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1111111111111111111111111111I1111111111I111111111 $46.00
00479164200300825200050050 . .
08/27/200301:18:40 PM
RPR-ESMT Cn~=1 Stn=15 CASHIER Oi-
$25.00 $10.00 $11.00 rRE-SUBMllTAl REC'D
FEB 2 2 2011
-e--
.
Exhibit A
Description of Joint Easement for Mae Trust and CCJS Holdin[s.
Beginning at a point at the intersection of the northeast corner of tax lot 17-03-34-32-200,
owned by Mae Trust, and the northwest corner of tax lot 17-03-34-31-900, owned by
CCJS Holdings. Said property intersection is at Franklin Blvd. and is known by the
. Oregon HighwaYDepartment as Mile Post .64 on the McKenzie Highway. Then going
east 16' along Franklin Blvd. on the CCJS tax lot. Then the easement will go southwest
to a point, which is 32' south of the point of beginning, which is on the north-south joint
property lines.. Then the line will continue in a northwest direction on the Mae Trust
property to a point, which is 16' west of the point of beginning and is on the Franklin
Blvd. frontage. The line will then go east to the point of beginning. Said easement will
form a triangle, which is 32' along Franklin Blvd. and 32' deep along the joint property .
line. Moe Trust and CeJS will be contributing equal portions to the triangle shaped
easement. The easement is designed to center on an existing Franklin Blvd. joint curb
. cut, which has existed since 1947. The Oregon Higbway Department issued ajoint
permit for use and "construction ofa curb cut" at this location on 12-14-99 and this
easementis designed to center on that curb cut, which is already in existence.
PRE-SUBMITTAL REC'D
FEB 2 22011
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, Lots 1 through 14 inclusivs. in Bloc~ B. Am.nded PISt 01 Fa,rmount, eS plett.o "0 racorao. '
In Book 2, 'poge 12, l.Me County Plat Records. in th. City of Eug.ne. L.ano COlnt'(, C?reg~n.
'Tog.ther with thlt poillon 01 the former North,Sou,h elloy through .Bld Slack e which hos
North of the South line! of l.ot. 4 end 11 extended together.
PClpting Therefrom: Lot 14 that portion th.r.ot d..cribod 'as: B.ginning at ,ho intersection
of the Southerly line of the Pecilic Hlghw.y ond the East lina 01 Orchard Stro.t; thaneo South
elong tho EAlt Uno of Orchard 5tro.t, 20.96 feat: thin.. NOrth 75' 43' ent 40.17 leet to tho
Southerly right of woy lin. 01 soid Pacific Highw'y; thence North 74 '6' W.st 40.4"..1 elong
said ripht of wayUn. to the point of begimlng.
ParCll11I
Th, W.st 110.00 f..t 01 the South 60.00 I.ct 01 Lot 4 and tho West 110.00 lael of l.ots 7,
e.9 end 10, Block 9. Amandad Plat of Feirmount. as planed snd ,ccorded in Book 2, Paga 12,
l.ana County Plat Rleords, in tho City.of Eug.n.. Lon. County. Or.gon.
Excepting from Lots 9 .nd 10. thatcorIBin tract convayed '0 Stat. or Orogon. by end through
Its Stlta,HlghwBY Commi.sion by Oaod recordld Auguot 16, 1940. in Book 203, Paga 242.
flacaplion No. 66670, L~ne County Orogon Oe.d Rocords.
,Parcollll
Th. South 60 f.at 01 Lot 4, and ,II 0' 10ls 5 and 6, Block 7. Amondod Plat of Fairmount. as
planad and raCQrdad In Book 2. Pogo 12. Lane Count( Plat Rocord<. in tho City of Eugano.
l.ana County, Oregon: ,
ParcallV --r;o. )..1 "100 (Cpr H.Jd,py ,,'
BegiMing at the Northwest corner of LQ~ 10. Glenwood Park, 8S platted end tecorded in'"BOOU
"r', Page 4Bl. Lane CoumyDaod Racords.l.ene CO"ntV, Ologon: thonca South 195.30 loat
slong tho West line 01 Lot 10; thonce Scuth 88022' ESSI 224 ~o hot; thenC6 Non:h to the
North lineal LotIO; thanco Wasterly e10ng tho North line 01 Lot 10 to the point of baginning.
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Parcel V "-;;;',Lo / /JO I " ','
Beginning ai e point on lha West IIn. 01 Lol 10. Glonwood Per.. es plattod end recorded in
Book "T""Page'4BO, Lano County Daod Racord.. Leno County. Oragon. South 0002S'E05t
195,30 feal from tha Northwest cornor of l.ot 10: thBnca SOUlh 00026' E..t 137.60 laet
along tho Wast line oll.ol 10 to th. Nomsrly line 0; 14th Streot, 'If sama I. o",andad West:
thane8 North S9035' East 2H.32 fnt along tho Northerly line 01 14th Street. if extandad
West; thenco North 00.26' West 125.65feot; llunea North 66022' Waet 224.401aet to the
point of beginning., ',' . ,
Together With a 30 foot a..amant for riaht of way. tn. North Iina 01 which ,. descfiood a.
follows: Bag inning at a point on tho Northerly line 01 14th Stroet. if 'tho .ein. is extandod
WOSt. South 00'26' East 332,601.et from tho Northwa.t cornar 01, Lot 10. Glanwood Perk.
os planad and recordo. In Book "T', Page 461, Oaad R.cord, of Lane CountY: Thanca North
89035" East e4-4.40 feet to tho West line of Hendofson'Avenue. .
EXHIBIT
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pd-SUBMITTAl REC'O
FES 2 2 2011
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ATTACHMENTS
TAX lOT 200
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\' . . . :. BARGAIN AND Sa!..LB DEE:O
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~i~':~:..',: ,,':.' ..',' SIC; IWE, Aka SIGVOLD B. MOE, ak.. srGYALD B. MOE; \~
"{("i';':'" ~'1\:iiX !l0E, ~aban<1 and wifel Grant:,gJ;s, convey tO'SIG MOE ~
,~,.yt\,:, :' :~.l/O'J)JOE, 'l'rustee.. of !:he !!oe 'l'rulft under 'l'rust Agreelllent
~'>"':,,"'.,d4~'al'l.<~A~ /r- ,1974, Grantees, the fOllowing.
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B~inniilg at A point 'in the Southerly Une'
of the Pacific Bighway, North 820'43' East 415.4 feet
tram a point '28.7 feet South of the Northeaat carner
of the' Zara Sweet Donation !.and Claim No. 68, in
~.;hip 17 South,Jlang~ 3 West of the Willamette'
MeridilUl, and running thence South 161. 6 feet,
thence Bast 248 feet, thence North 193.2 feet to
the Southerly line of said Highway, thence South
82" 43' Heat along the Southerly line of said
Highway 250 feet to .the place of beginning, in .
said Lane County, State of Oregon.
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The true consideration far this conveyance is $___
;',one, l'rans'er to Revocable 'rrust.
DA'l'EDthis ;<1- day of,cf";3a"-46.1 1974.
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S1g"Joloe )'
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Kay Moe
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STATE OF OIlEGOlI )
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County of :Lane ) ,/
. . . '" F'..-t5Q.,.A""jI7, 1974
," \) ~:_.!p V ' . Personlllly appeared ',the llbove need 'Sig Hoe and
/ .......,. 1C<iy-,.~<;>e and ackno<orledged !:he foregoing instrument to be
...../~ J T ~/!.'~:pluntaryact and deed. Be!~ met .
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change is requested. all :ax statements
the. fOllOWing address: __,
Franklin, Blvd... Euqene. Oreqon 97403
"
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shall be
PRE-SUBMITIAL REC'O
FEB 22 2,011
.
--..
Exhibit C
Moe Trust and CCJS
Maintainence and Repair of Easement and Curb Cut described in Exhibit A.
Moe Trust and CCJS Holdings have agreed to share a state pennitted driveway that
allows them access to Franklin Blvd. (aIm McKenzie Highway MP .64) and is centered
on their joint property line. The Mae Trust will assume all repairs and maintainence for
the entire easement until the following happens. CCJS or future owners will at some time
decide to improve and use their property then the costs associated with improving their .
half of the driveway to whatever standards are necessary at that time will be born by
them. . The same will be true for the Mae Trust. After that any needed repairs and
. maintainence to the easement will then be divided equally.
PRE.SUBMITTAL REC'D
FEB 2 2 2011
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WPT 7191-484671
1704224205200
1031481
~~~~.~9o~99
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Division of Chief Depuly Clerk
Lane County Deeds and Records
"
'.
After Recording Please Return To:
PINNACLE DIRECT FUNDING
CORPORATION
111111I1111I1111111111I111111I1111111I11111111111 $141,00
00652003200400952990240240 12/ . 20 4 4 M
. 14/003: 1:34P
RPR~DTR enl:l Sln:5 CRSHIER 05
$120.00 $10.00 $11.00
1500 LEE ROAD
ORLANDO, FL 32810
ATTN: POST CLOSING
Until a change is requested, all tax
Statements shall be sent to the .
following address:.
PINNACLE DIRECT FUNDING.
CORPORATION
MAIL STOP 1500 PO BOX
608556
ORLANDO FL 32860
[Space Above This Line For Recording Data]
DEED OF TRUST
WALKER
LOAN It: 24120040
CASE 1#:
PIN: 05200
MIN: 100197400241200404.
"Mortgage Electronic Registration Systems, Inc, (MERS) is the Grantee <fthis Security Instrument"
DEFINITIONS
Words used in multiple sections of this document are defined below and other words are defined in Sections 3,
11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in
Section 16. .
(A) "Seeurity Instrument" means this documen~. which j; dated DEC&MBER 13, 2004 bgether
with all Riders to this documenl
(B) "Borrower"is WILLIAM JM1ES WALKER, A MARRIED M1\lI
Borrower is tile trustor under this Security Instrumenl
. (C) "Lender" is PINNACLE D~RECT FUNDING CORPORATION
Lender is a CORPORATION
UNITED . STATES
608968 ORLANDO, FL 32860
(D) "Trostee" is WESTERN PIONEER TITLE CO. OF LANE CITY.
(E) "MERS" is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting
solely as a noririnee for Lender and Lender's successors and assigns. MERS is the beneficiary under this
Security Im1roIDenl MERS is organized and existing under the laws of Delaware, and has an address and
telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MBRS.
(F) "Note" means the prcmissory note signed by Borrower and dated . DECEMBER 13, 2004
organized and existing under the laws of
. . Lender's address is MAIL STOP 1935 PO BOX
OREGON-Single Family-FanniellieJFreddie Mac UNIFORM lNSTRUMENT
DOCUKORl (pagel of14 pages)
OOCUKOE2.VTX 06/08/2004
Fonn303S1!Ol
An~r Recordin.!! Return To
WC.'\lerll ril)ne~r Tille Co,
PO 80x JO!4(l
Eugelle, OR 9i440
PRE-SUBMITIAL REC'D
FEB 2 2 2011
.:A
.
.
The Note states that Borrower owes Lender
ONE HONDRED TWENTY-THREE THOUSAND THREE HONDRED AND 00/100
Dollars (U.S. $123,300 .00 ) plus interest. Borrower has promised to pay this debt in regular Periodic
Payments and to pay the debt in full rot later than JANUARY 1, 203'5
(G) "Property", means the property that is described below under the heading "Transfer of Rights in the
Property."
(H) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and Jate charges due
under the Note, and all sums dae under this Security Instrument, plus interest.
(I) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders
are to be executed by Borrower [check box as applicable]:
~ Adjustable Rate Rider 0 CondominilIDl Rider
o Balloon Rider 0 Planned Unit Development Rider
o 1-4 Family Rider ~ Olher(s) [speciiYl PREPAYMENT
RIDER
(J) "Applicable Law" means all controlling applicable fcderal, state and Jocal statutes, regnlations, ordinances
and administrative rules and orders (that have the effect of law) as well as all applicable final, non-appealable
judicial opillions.
(K) "Community Association Dues, Fees, and Assessments" means all dues, fees,. assessments and other
charges that are imposed on Borrower or the Property by a condominium associ.tiol!, homeowners association
or similar organization. .
(L) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check,
draft, or similar paper instnnnent, which is initiated through an electronic terminal, telephonic instrument
computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or . credit an
account Such tenn includes, but is not limited to, point-of-sale transfers, automated teller machine transactions,
.transfers initiated by telCJitone, wire transferS, andau!omated CIearingfDuse transfers.
(M) "Escrow Items"means those items thai are described in Section 3.
(N) "Miscellaneous Proceed," means any compensation, settlement, award of damages, or proceeds paid by
any third party (other !ban insurance proceeds paid undcr the coverages descnbed inSectiou 5) for: (i) damage
to, or destruction of, the Property; (il) condemnation or other taking of all or any part of the Property; (iii)
conveyance in lieu of condenmatioit; or (iv) rnisrepresentatbns of, or omissions as to, the value and/or condition
of the Property.. .
(0) "Mortgage Insurance" means insurance protecting Lerider against the nonpayment of, or default on, tile
Loan.' .
(P) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the
Note, plus (il) any amounts under Section 3 oflhis Security lustrument.
(Q) "RESPA" means'theReaI Est.ate Settlemerit Procedures Act (12 D.S.C. 92601 et seq.) and its implementing
regulation, Regulation X (24 C,F.R Pan 3500), as they might be amended from time to time, or any additional
or successor legislation or regulation that goVerns tlle same subject mauer. As.used in this Security Instrument,
"RESP A" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage
loan" even if the Loan does not qualify as a .'federally related mortgage loan" under RESP A
(R) "Successor in Interest of Borrower" means any party that has taken title to the Property, whether or not
that party bas assumed Borrower's obligations under the Noteandlorthis Security Instmnent.
.24120040
o Second Home Rider
o Biweekly Payment Rider
\
TRANSFER OF RIGHTS IN 1HE PROPERTY
. The beneficiary of this Security Instrinnent is MERS (solely as nominee for Lender and Lender's Successors and
assigns) and the successors and assigns of MERS. This Security Instrument secures to Lender: (i) tlle
repayment of the Loal!, and all renewals, extensions and modifications of the Note; and (ii) the performance or
Borrower's covenants and agreements under this Security Instrument and the Note. For this pu'rpose, Borrower
irrevocably gr.mts and conveys to Trustee; in trust, with power of sale, the following described property located
in the COUNTY of LANE
(Type of Recording Jurisdiction) (Name of Recording Jurisdiction)
OREGON-Slngle Famify-FannieMlleIFN-ddle Mile UNIFORM lNSTRUME1"IT
DOCUKOR2 (pane 2 or].l pa"e:)
POCOKOR2.VTX 06/0B/2004 b 7 0
FDrnlJOJ81}Ol
PRE.SUBMlTIAL REC'O
FES 2 2 2011
..-.- ~
.
.
,
24120040
which currently has the mdress of 3660 CONCORD ST
[Street]
EUGENE " Oregon 97402 ("Property Address").
[City] [Zip Code]
TOGETIlERWlTII all the improvements now or hereafter erected on the property, and all easements,
appurtenances, and fixtnres now or hereafter a part of the property. All replacements and additions shaIl also be
covered by this Security Instrument All of the foregoing is referred to in this Securily lnstnrment as the
"Property." Boirower undeIStands and agrees that MERS holds only legal title to the interests granted by
Borrower in this Security Instrument, but if necessary to comply with law or custom, MERS (as nominee for
Lender and Leoder's successors and assigns) has the right to exercise any or all cfthose interests, including, rot
no limited to, the right to foreclose and seIl the Property; and to take any action required of Lender including,
but not limited 10, releasing :ind canceling this Securily lnstrnment
BORROWER COVENANTS that Borrnwer is laMiJlIy seised of the estate hereby conveyed and has
the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of
recorel. Borrower warrants and will defend generally the iitle to the Property against all claims and demands,
subject to my encumbrances of record. .
TIITS SEC0RrrY INSTRUMENT combines uniform covenants for national use and non.uniform
cov~ts with limited variations by jurisdiction to constitute a uniform socurity instrument covering real
property.
UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows:
1. Payment of Principal, Intercst, Escrow Items, Prepayment Charges, and Latc Charges.
Borrower shall pay when due the. principal of, and interest on, the debt evidenced by the Note and any
prepayment charges and late charges due under the Note. Borrower shall also pay funds for Escrow Items
pursuant to Section 3. Payments due imder the Note and this Securily Instrmuent shall hemade in U.S. currency.
However, if any check. or other instrument received by Lender as payment under the Note or this Security
Instrunient is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the
Note and this Security Instnnnent be made in one or more of the following forms, as selected by Lender: (a)
cash; (b) mouey order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such
check is drawn upon an institution whose deposits are insured by a federal agency, instnnnentalily, or entity; or
Cd) Electrordc Funds Trmsfer.
. Payments are deemed received by Lender when received at the location designated in the Note or at
such other location as may be designated by Lender in accordance with the notice provisions in Section 15.
Lender may return any payment or partial payment if the payment or partial payments are iosufficient to bring
the Loan current Lender may accept any payment or partial paymenl insufficient to bring the Loan current,
without waiver of any rights herennder or prejudice to its rights to'refuse such payment or partial payments in
the future, but Lender is not obligated to appiy such payments at the time such payments are accepted If each
Periodic Payment is applied as of its scheduled due dste, then Lender need not pay interest on unapplied funds.
Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current If Borrower
does not do so within a reasonable period of time, Lender shall either apply such funds or return them to
Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note
immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against
Lender shall relieve Borrower from making paYments due under the Note and this Security Instrument or
performing the covenants and agreements secured by this Security Instrument
OREGON-Single Family-Fannie Mo.e!Ft'eddie ~c UNIFOR1\-IINsTHUMENT Form,30381!Ol
DOCUKORJ . (page 3 o[H pages)
DoCUKOR3.VTX 06/09/2004
PRE.SUBMITTAL REC'O
FEB 2 2 2011
.
..
2412004.0
2. Application of Payments or Proceeds. Except as otherwisc descnbed in this Section 2, all
payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due
under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be
applied to each Periodic Payment in the order in which it became due, Any remaining amounts shall be applied
first to late charges, second to any other amounts due under this Security Instnunent, and then to reduce the
principal balance of ti,e Note.
If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a
sufficient amount to pay aIN late charge due, the paymmt may be applied to the delinquent payment and the late
charge. If more tI,an one 'Periodic Payment is outstanding, Lender'may apply any payment received from
. Borrower to.the repayment of the Periodic Payments if, and to the e,tent tha~ each jlaymentcan be paid in full.
To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic
Payments, such excess may be applied to any late charges due. Voluntary prepayments shaIl be applied first to
any prepayment chaIges and 1hen as descnbed in the Note. .
Any application of payments, insurance proceeds; or Miscellaneons Proceeds to principal due under the .
Note shall not extend or postpone the due date, or change the amoun~ of tile Periodic Payments.
3. Fnnds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under
the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment of amounts due for: (a) taxes
and assessments and otl,er items which can attain priority lYer tllis Security Instrument as a lien or encurnbnnce
on the Property;.(b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all
. insurance required by Lender under Section 5; and (d) Mortgage Insnrance premiums, if any, or any sums
payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premhuns in accordance with the .'
provisions of Section 10. TIlese items are called "Escrow Items." At origination or at al1)' time during the tenn '
of the Loan, Lender may require thet Commnnity Association Dues, Fees, and Assessments, if any, be escrowed
by Borrower, and such dues, fees and assessments shall be an Escrow Item. Borro"~r shall promptly furnish to
Lender all notices of amounts to be paid under this Section. Borrower shall pay Lender the Funds for Escrow
Iteins uriless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender'may
waive Borrower's obligation to pay to Lender Funds for any or all Escrow Iteans at any time. Any such waiver
may only be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the
amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender
requires, shall furnish to Lender receipts evidencing such payment within such time period as Lender may
require. Borrower's obligation to make suCh payments and to provide receipts shall for all purposes be deemed
to be a covenant and ag-eement contained in tlIis Se.."llrity hstrument, as the phrase "cov<nant and ag-eement" is
'used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower
fails to 'pay the amount due for an Escrow Item, Lender may exercise'its rights under Section 9 and pay such
amount and Borrower shall tllCn be obligated under Section 9 to repay to Lender any such amount Lender may
revoke the ,,'aiver as to any or all Escrow Items at any time by a notic~ given in accordance with Section IS and,
upon such revocation, Borrower shall pay to Lender allFunds, and in such amounts, thatare then required unler
this Section 3.
Lender may, at arty time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply
the Fun~ at the time specified under RESP A, "and (b) not to exceed the maximum amount a lender can require
under RESP A. Lender shall estimate the amount of Funds due on the basis of current data and reasonable
estimates of expenditures of future Escrow Ilems or otherwise in accordance with Applicable La~.
The Funds shall be held in an institution whose deposits are insured by a federal agency,
instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any
Federal Home Loan Banle Lender shall apply the Funds to pay the Escrow Items no later thanthe time specified
nnder RESP A. Lender shall not charge Borrower for holding and applying the Fnnds, annually analyzing the
escrow account, or verifying the Escrow Items, unless Lender pays Borrower'interest on the Funds and
Applicable Law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable
Law requires intercst to be paid on the Funds, Lcnder shall not be required to pay Borrower any interest or
earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on tile
Funds. Lender shall give to Borrower, withont chaIge, an anImal accounting of the Funds 'as required by
RESP A.
OREGON-Sin &Ie Family-Fannie Mae/Fnddie Mae UNIFORM: INSTRUMEJ\'T
DOCUKOR4 (page 4 of 11 page:)
DOCUKoR4.VTX 06/08/2004
Fonn 3038 !lOl
PRE.SUBMIlTAl REC'O
FEB 2 2 2011
.
..
24120040
If there is a surplus of Funds held in escrow, as defined under RESP A, Lender shnll account to
Borrower for the excess funds in accordance with RESP A. If there is a shortage of Funds held in escrow, as
defined under RESP A, Lender shall notify Borrower as required by RESP A, and Borrower shnll pay to Lender
the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly
payments. If there is a defiCiency of Funds held in escrow, as defined undOr RESP A, Lender shall notify
Borrower as required by RESPA, and Borrower shnll pay to Lender'the amount necessary to make up the
deficiency in accordance with RESP A, but in no mere than 12 monthly pajIDents.
Upon payment in full of all swns secured by this Security Instrument, Lender shall promptly refund to
Borrower any Funds held by Lender.
4. Charges; Liens. Borrower shall pay nil taxes, assessments, charges, flnes, and impositions
attributable to the Property which can attain prioritj over this Security Instrument, leasehold payments or
ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To the
extent that tllese items are Escrow Items, Borrowershnll pay them in tllemanner provided in Section 3.
Borrower shall promptly discharge any lien which has priority over this Security Iustrument unless
Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to
,Lender, but only so long:is Borrower is performing such agreement; (b) contests the lien in good faith by,.or
defends against enforcement of the lien in, legnl proceedings which in Lender's opinion operate to prevent the
,enforcement of the lien while those proceedings arc pending, but only until such proceedings are concluded; or
(c) secures from the holder of the lien an agreement satisfactory to Lender subordinatiugthe lien to this Security
Instrument. If Lender determines that any part of the Property is subject to a lien which can attain priority over
this Security Iustrument, bender may give Borrower a notice identifying the lien. Within 10 days of the date nn
which that notice is given, Borrower shnll satisfy the lien or take one or more of the actinns set forth. above in
this Sectiun 4.
Lender may require Borrower to pay a one.time charge for a real estate tax verification wor reporting
service used by-Lender in connection with this Loan .
S. Property Insurance. Borrower shall keep the im]Tovcmen!s now existing or hereafter erected on the
Property insured against loss by fire, haza1ds included within the term "extended coverage," and any other
hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This
insurance shall be maintained in the amounts (including deducl1ble levels) and for tlle periods that Lender
requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The
insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove
Borrower's choice, which right shall not be exercised lllUeasonably. Lender may require Borrower to pay, in
connection with this Lnan, either: (a) a one-time charge for flood zone determination, certification and tracking
services; or (b) aone-time charge for flood zone detenninati:m and certification services and subsequent chmges
each time remappings or similar changes occur which reasonably might affect such detennination or
certification. Borrower shall also be responsible for the payment of any fees imposed bY tha Federal Emergency
Management Agency in connection with the review of any flood zone determinatim resulting from an objection :
by Borrower. . ,
If Borrower fails to maintain any of the coverages descnbed above, Lender may obtain insurance
coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular
type or amount of coverage. Therefore, ~uch coverage shall coveT Lender, but might or might not protect
Borrower, Borrower's equity in the Property, or the contents of t1ie Property, against any risk, hazard or liability
and might provide greater or lesser coverage than was previously in effect Borrower acknowledges that the cost .
of the insurance coverage so obtained might significantly exceed the cost of insuranet: that Borrower could have.
obtained. Any amcunts disbnrsed by Lender nnder this Section 5 shnIl become arlditional debl of Borrower
secured by this Security Instrument. These amounts shnll bear interest at the Note rnte from the date of
disbursement and shall be payable, with such interest, npon notice from Lender to Borrower requesting
payment.
All insurance policies required by Lender and renewals of such poliCies shall be subject to Lender's
right to disapprove snch policies, shall include a standard mortgage clause, and shall name Lender as mortgagee
and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If
Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If
OREGON-$ingle Family-Fannfe Ml1eJFreddie Mill~ UNIFORM INSTRUMENT
DOCUKOR.5 (page 50rU pag'"
DOCOKORS.VTX 06/08/2004 'J 'I
Fonn 3038 1101
PRE.SUBMITIAl REC'O
FEB 2 2 2011
.
.
2-4120040
Borrower obtains any fonn of insurance coverage, not otherwise required by Lender, for damage to, or
destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as
mortgagee and/or as an ad:litionalloss payee. '.
In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender tr'-'o/
make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing,
any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to
restoration or repair of the Property, if the restoration or repair is econontically feasible and Lender's security is
not lessened. During such repair and. restoration period, Lender shall have the right to hold such insurance
proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to
Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse
proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is
completed. Unless an agreement is made in writing or Applicable Law reqnires interest to be paid on sucb
insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds.
Fees for public adjusters, or. other third parties, retaioed by Borrower shall not be paid out of the insurance
proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economically feasible or
. Lender's security would be lessened; the inSurance proceeds shall be applied to the sums secured by this
Security Instrument, whether or not then dne, with the exc",s, if any, paid to Borrower. Such insurance proceeds
shall be applied in 1he order provided for in Section 2.
. If Borrower abandor.. the Property, Lender may file, negotiate and settle any available insurance claim
and related matters. If Borrower does not respond Within 30 days to a notice from Lender that the insurance.
carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-day period will
begin when the notice is given In either event, or if Lender acquires the Property under Section 22 or otherwise,
Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an anaount not to exceed
the anaounts unpaid onder the Note or this Security Instrument, and (b) any other of Borrower's rights (other
than the right to any refund of unearned premiums paid by Borrower) under. all insurance policies covering the
Property, insofar as such rightS are applicable to the coverage of the Property. Lender may nse the insurance
proceeds either to repair or restore the Property or to pay anaounts unpaid under the Note or this Security
Instmment,.whether or not 1hen due.
6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal
residence witlnn 60 days after the execu1ion of this Secnrity Instnunent and shall continue to occnpy the
Property as Borrower's principal reSidence for at least one year after the date of occnpancy, unless Lender
. otllerwise agrees in Writing, which consent shall not be unreasonably withheid; or unless' extenuating
circumstances exist which are beyond Borrower' 5 control.
7. Presenration, Maintenance and Protection of the Property; Inspections. Borrower shall not
destroy, damage or impair the Property, allow the Property to deteriorate or coinmit waste on the Property.
. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent
the Property from deteriorating or decreasing in value doe to its condition. Unless it is determined pursnantto
Section 5 that repair or restoration is not econontically feaSlble, Borrower shall promptly repair the Property if
damaged to avoid further deterioration or damige. If insuran;e or condemnation proceeds are paid in connection
with damage to, or the taking at; the Property, Borrower shall be responsible for repairing or restoring the
Property only if Lender has released proceeds for such pmposes. Lender may disburse proceeda for the repairs
and restoration in a single paynent or in a series of pro,€1ess payments as" the work is completed. If the insurance
or con~emnation proceeds ~ not sufficient to repair or restore the Property, Borrower is not relieved of
Borrower's obligation for the completion of such repair or restoration.
Lender or its agent may make reasonable entries upon and inspections of the Property. If it has
reasonable cause, Lender may inspect the" interior of the improvements on the Property. Lender shall give
Borrower notice at the time of or pror to such an intaior irujJection Specifying such reasonable cause.
. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process,
. Borrower Dr any persons or entities acting at the direction of Borrower or with Borrower's knowledge or
consent gave materiallyfaise, ntisleading, 'or inacmrate infurmation or statements to Lender (or failed to provide
Lender with material information) in connection with the Loan. Material representations include, but are not
limited to, representaticns concerning Borrower's occupancy of the Property as Borrower's principal residence.
OREGON-Single Family- Fannie MaetFnddie Mac UNIFORM INSTRUMENT
DOCUKOR6 (page 6 or U paaesl
DOCUKORS.VTX 06/08/2004 ~ Q 1
Form 30381101
PRE.SUBMITTAL REC'O
FEB 2 2 2011
.
-.
24.120040
9. Protection of Lender's Interest in lhe Property and Rights Under lhis Secnrity Instrument If
. (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a
legal proceeding that might significantly affect Lender's interest in the Property andlor ri1Jlts nnder this SecuritY
Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a
lien which may attain priority over this Security Instrument or to enforce Inws or regulations), or (c) Borrower
has ahandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect
Lender's interest in the Property and rights nnder this Security Instrument, including protecting andlor assessing
the value of the Property, aud securing and/or repairing the Property. Lender's actions can include, but are not
. limitoo to: (a) paying any sums secured by a lien which has priority over this Security lnstrumen~ (b) appearing
in court; and (c) pa)>ing reasonable attorneys' fees to protect its interest in the Property andlor rights nnder this
Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes,
but is not limited to, entering the Property to make repairs, change locks, replace or board up doors and
windows, drain water from pipes, eliminate building or other code vioIntions or dangerons conditions, and have
utilities turned on or off. Although Lender may take action under this Section 9, Lender does not have to do so
and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or
all actions anthorizedunder this Section 9. .
. Any. amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower
secured by this Security Instnunent. These amounts shall bear interest at the Note rate from the date of
disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting
payment.
If this Security inatromentis on a leasehold, Borrower shall comply with all the provisions of the lease.
. Borrower shall not surrender the leasehold estate and interests herein convayed or terminate or cancel tlie
ground lease. Borrower sball not, without tile e>:press writren consent of Lender, alter or aruend the ground
lease. !fBorrower acqultesfee title to the Property, the leasehold and the fee title shall not merge nnIess Lender
agrees to the meIJier in writing,
10, Mortgage Insurance. !f Lender required Mortgage Insurance as a condition of making the Loan,
Borrower shall pay the premiums required to maintain the Mottgage Insurance in effecl If; for any reason, the
Mortgage Insurance coverage required by Lender ceases to be' available from the mortgage insurer that
previously provided such insurance and Borrower was required to make separately designated payments toward
the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage
substantially equivalent to tlte Mottgage Insurance previously in effect, afa cost substantially equivaleut to the
cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by
Lender. If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay
to Lender the arnonnt of the separately desigoated payments that were due when the insurance coverage ceased .
to be in effect. Lender will accept, use and retain these payments as a non-refundable loss reserve in lieu of
Mortgage Insurance. Such loss reserve shall be non-refundable, notwithstanding the fact that the Loan is .
ultimately paid in full, and Lender shall nofbe required to pay Borrower any interest or earnings on such loss
reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the arnonnt and
foi the period that Lender requires) provided by an insurer selected by. Lender. aguin becomes available, is
obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance. If
Lender required Mortgage Insurance as a condition of m..lking the Loan and Borrower was required 10 make
separately designated payments toward tlte premiums for Mortgage Insurance, Borrower shall pay U,e premium;
required to muintain Mortgage Insurance in effect, or ro provide a non-refundable loss reserve, until Lender's
reqUirement for Mortgage Insurance ends in accordance with any written agreement between BOITmver and
Lender providing for such tennination or until termination is required. by Applicable Law. Nothing in this
Section 10 affects Borrower's Obligation to pay intere~t at the rate prorided in the Note.
Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may
incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance.
Mortgage insurers evaluate their total risk on all such insurance in force from time to time, and may
enter into agreements with other parties that share or modifY their risk, or reduce Josses. These agreements are
on terms und conditions that are satisfactory to the mortgage insurer and the 6ther party (or parties) to these
agreements. These agreements may require the mortgage insurer to make payments using any source of funds
OREGON-Single FarniIv-Fannie MaelFnddie Mac UNIFORM INSTRUMENT
DOCUKOR7 . - lPage7of"Upag,,'
DOCUKOR7.VTX 06/08/2004 l' ~ 1
Fonn3U3811111
PRE-SUBMITTAL REC'O
FEB 2 2 2011
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.
24120040
that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance
premiums). .
As a result of these agreements, Leruler, any purchaser of the Note, another insurer, any reinsurer, any
other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive
fTom (or might be characteri2ed as) a portion of Borrower's payments for Mortgage Insurance, in exchange for
sharing or modifying the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate
of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the
arrangement is often'teI'I'red "captive reinsurance." Further:
Ca) Any. such agreements will not affect the amounts .that Borrower has agreed to pay for
Mortgage Insurance, or any other terms of the Loan. Such agreements will not increa:s~ the amount
Borrower will owe for MoJ1gage Insurance, and they will not entitle Borrower toany refund.
(b) Any such air-eements will not affect the rights Borrower has - if any - with respect to. the
Mortgage Ins'Urance under the Homeowners Protection Act of 1998 or any other law, These rights may
include the right to receiyc certain disclosures, to request and obtain cancellation of the Mortgage
Insurance, to have the rtfortgage Insurance tenninated automatic:aDy, and/or to receive a refund of any
Mortgage Insurance premiums that were imearned at the time of such cancellation or termination.
.11, Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby
assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be
applied to restoration or repair of the Property, if the restoration or repair is economically feaSIble and Lender's
security is not lessened. During such repair arul restoration period, Lender shall have the right to hold such
Miscellaneous Proceeds until Lender has had an opportUnity to inspect such Property to ensure the work has
been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Leruler
. may pay for .the repairs and restoration in a single disbursement or in a series of progress payments as the work
is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such
Miscellaneous Proceeds, Lender shall not be required.to pay Borrower any interest or earnings on such
Miscellaneous.Proceeds. lfthe restoration or repair is not economically feasible" or Lender's security would be
lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this SeCurity Instrriment, whether
or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied in the
. order provided for in Section 2.
In the event of a total ta!dng, destruction, or loss in value of the Property, the Miscellaneous Proceeds
shall be applied to the sums seCured by this Security Instrument, whether or not then due, with the excess, if
any, paid to Borrower.
In the event of a partial taking, destruction, or loss in value of the Property in which the fair market
value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater
than the amount of the sums secured by this Security Instrument immediately before the partial taking,.
destruction, or Joss in value, unless Borrower and Leruler otherwise agree in writing, the sums secured by this
Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the fOlloWing
fraction: Ca) the total amount of the sums secured immediately befure the partial taking, deslIuctlO1i, or loss in
value divided by (b) me fair market value of the Property immediately before the partial taking, destrUction, or
loss in value. Anybalance shall be 'paid to Borrower.
In the event of a partial taking, destruction, or loss in value of the Property In which tlIe fair market
value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount
of the sums ~ccurcd immediately before the partial taking, destruction, or loss in value, unless Borrower and
Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by .this
Security Instrument whether or not the sums are thendue.
If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing
Party Cas defined in the ne41 sentence) offers to make an award to settle a claim for da:tnages, Borrower fails to
respond to Lender within 30 days after the date the notice is given, Lender. is authorized to collect and apply the
Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security .
Instrument, whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous
. Proceeds or the party against :vhom Borrower has a right of action in regard to Miscellaneous Proceeds.
OREGON-Sin gle Family-Fannie Mae!Freddie f\.1n~ UNIFORM INSTRUMENT
DOCUKOR8 / (page BafJ4 pages)
DOCUKORB. V'TX 06/0S 2004
Fonn30381JOl
PRE-SUBMITTAL REC'O
FEB 2 2 2011
.
.-----
24120040
Borrower shall be in default if any action or proceeding, whether civil or criminal, is begnn that, in
Lender's judgment, could result in forfeitnre of the Property or other material impainnent of Lender's interest in
the Property or rights under this SeCurity Instrument. Borrower can cure such a default and, if acceleration hus
occurred, reinstate as provided in Section 19, by causing the acrion or proceeding to be dismissed with a ruling
that, in Lender's jndgmtnt, precludes forfeitnre of the Property or other matcrial impairmmt of Lender's interest
in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that
are attnbutable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to
Lender.
All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied
. in the omer provided for in secliOli 2.
12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for
payment or modification of amortization of,the sums secured by this Security Instrnmentgranted by Lender to
Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any
Successors in Interest of Borrower. Lender shall not be' required to commence proceedings against, any
Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify aroorti.zation of
the sums secured by this Security Instrument by reason of any demand made by the original Bonower or any
Successors in Interest of Borrower. Any fOlbearance by Lender in exercising any right or remedy including, '
,vithout limitation, Lender's acceptance of payments from third persons; entities or Successors in Interest of
Borrower or in amounts less than. the amount then due, shall not be a waiver of or preclude the exercise of any
rigmorremedy. ,
13. Joint and Several Liability; Co-signeTs; Successors and Assigns Bound. Borrower covenants
, and agrees that Borrower's obligations and liability shall be joint and s"""ra!. However, any Borrower who co-
signs this Security Instrument but does not execute the Note (a "co-signer"): <a) is co-signing 11tis Security
Instrument only to mortgage, grant and conwy the co-signer's interest in the Property under the terms of this
Security Instrument; (b) is not persoi1aIly obligated to pay the sums secured by this Security Instrument; and (c)
agrees that Lender and any other Borrower can agree to ""1end, modify, forbear or make any accommodations
,vith regard b the terms of this Security Instrument or the Note without the co-signer's consent.
, Subject to the provisions of Section 18. 3I\Y Successor in Interest of Borrower who assumes Borrower's
obligations under this Security Instnnnent in writing, and is apprwed by Lender, shall obtain all of Borrower's
rights and benefitS under this Security Instrument. Borrower shall not be released from Borrower's obligations' .
and liability under this Security Instrument unless Lender agrees to such release in writing. The cO\'erumts and
agreements of this Security Instrument shall bind (except as provided in Section 20) and benefit the successors
and assigns ofLender.
14, Loan Charges. Lender may charge Borrower fees for services perlormed in connection with
Borrower's default, for the pnrpose of protecting Lender's interest in the Property ,and rights under this Security
Instrument, including, but not limited to, attorneys' fees, property inspection and valuation fees. In regard to any
other fees, 111e absence of e"'Press anthority in this Security Instrument to charge a specific fee to Borrower shall
not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are ""'Pressly
prohibited by ills Security Instrument or by Applicable Law.
If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so
that the interest or . other loan charges collected or.. to be collected in connection witll the Loan exceed the
permitted lintits, then: <aJ anysuch loan chmge shall be redu::ed by the amount necessary to reduce the charge to
the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted limits will be
refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under 111e Note or
by making a direct payment to Borrower. If a refund reduces principal, the reduction "ill be treated as a partial
prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the
Note). Borrower's acceptance of any such refund made by direct payment to Borrower wiJl constitute a waiver
of nny right of action Borrower might luFe arising out of such overcharge.
15. Notice" All notices given by Borrower or Lender in connection with this Security Instrument must
be in writing. Any nOlice to Borrower in connection with this Security Instrument shall be deemed to !we been
given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if
sent by other means. Notice to any oue Borrower shull constitute notice to all Borrowers miless Applicable Law
OREGON,:",Single Family-FarinieMae!FreddIe Mac UNIFORM INSTRUMENT
DOCUKOR9 (page 9of14 pag")
DOCUKORS.VTX 06/08/2004
Fonn 30381101
PRE.SUBMITTAL REC'O
FEB 2 2 2011
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24120040
e"pressly requires otherwise. The notice address shall be tie Property Address unless Borrower has designaled a
substitute notice address by notice to Lender. Borrower shall promptly notiiy Lender of Borrower's change of
address. If Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only
report a change of address Urrough that specified procedure. There may be only one designated notice address
under this Security Instrument at anyone time. Any notice to Lender shall be given by delivering it or by
mailing it by first class mail to Lender's address Slated herein unless Lender has designated another address by
notice to Borrower. A11y norice in connection with this Security Instrument shall nolbe deemed to have been
given to Lender until actually received by Leuder. If any notice reqnired by this Security Instrument is also
required under Applicable Law, the Applicable Law requirement mll satisfy the corresponding requirement
under this Secnrity Instrument . .
16. Governing Law; S,,'erability; Rules of Construction. This Security Instrnm:ut shall be
governed by federal law and the law of the jurisdiction in which the Property is located. All rights and
obligations contained in this Security Instrument are sUbject to any requirements and limitations of Applicable
Law. Applicable Law might explicitIy or implicitIy allow the parties to agree by contract or ii might be silent,
butsuch silence shall not be construed as a prolubition against agreement by contract In the event that any
provision or clause of this Security Instrument orthe Note conflicts With Applicable Law, such conflict shall not
affect other provisions of this Security Instrnmeot or the Note which can be given effect ,\1thout the conflicting
provision. '.
. As used in this Security Illstrnment: (a) words of the masculine gender shall mean and include
corresponding nenler words or words of the feminine gender; (b) words in the singular shall mean and include
tile plurnl and vice versa; and (c) the word "may" gives sole discretion '\1thout any.obligation.to take any action.
17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrnment
18. Transfer of the Prop.erty or a Beneficial Interest in Borrower. k used in this Section 18,
"Irrterest in the Property" means any legal or beneficial interest in the Property, including, but not limited to,
those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow
agreement, the intent of which is the transfer of title by Borrower ata future date to a purchaser.
If all or any part of the Property or any Interest in the Propertj is sold or transferred (or if Borrower is
not a natUral person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written
consent, Lender may require immediate payment in full of all sums secured by this Security Instrument
However, this option shall notbe exercised by Lender if such exercise is pralubited by Applicable Law.
If Lender exercises this option, Leuder shall give Borrower notice of acceleration. The notice shall
provide a period of not less than 30 days from the date the notice is given in'accordance with Section 15 ,\1thin
which Borrower must pay all sums secured by this Security Instrnment lfBorrower fails to pay these sums prior
to the expiration of this period, Lender may invoke aIlJ' remedies permitted by this Security Instrnment without
furtl1ernotice or demand on Borrower. .
19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions,
Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior. (0 .
the earliest of: (a) fIve days before sale of the Property pursuant to any power of sale contained in this Security
Instrument; (b) such other period as Applicable Law might specify for the tenniaation of Borrower's right to
reinstate; or (c) entry of ajudgmeni enforcing this Security Instrument. Those conditions are that Borrower: (a)
pays Lender all smns which then would be due uuder this Security Instiument and tile Note as if no acceleration
had occurned; (b) cures any default of any other covenants or agreements; (c) pays an expenses incurred in
enforcing this Security Instnnnent, including, but not limited to, reasonable attorneys" fees, property inspection
and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and
rights under this Security Instrument; and (d) takes such action as Lender may reaSonably require to assure that
Lender's interest in the Property and rights under tius Security Instrument, and Borrower's obligation to pay the
smns secured by this Security Instrument, shall contilue unchanged Lender may require that Borrower P"l' such
reinstatement sunas and ""]lenses in one or more of the follomng' forms, as selected by Lender: (a) cash; (b)
money order, (c) certified check, bank check, treasurer's check or cashier's check, provided any such' check is
drawn upon an institution whose deposits are insured by a federal agency, instrumeotality or entity; or (d)
Electronic Funds Transfer. Upon reinstatement by Borrower, this Security Instrument and obligations secured
OREGON-8ingIe Family-Farml~ MlIelFrl':ddle Mar: UNIFORM INSTRUMENT
DOCUKOR10 (page< JOof14 page.J)
DOCOKORA.VTX 06/08/2004
Fonn 30381/01
PRE.SUBMITTAl REC'D
FEB 2 2 2011
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24120040
hcreby shall remain fully effective as if no acceleration had occurred. However, this right to reinstate shall not
apply in the case of acceleration under Section 18.
20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the
Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower. A
sale might result in a change in the entity (known as the "Loan SeI\"cer") that collects Periodic Payments due
under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the
Note, this Security Instrumeri, and Applicable Law. . There also might be one or more changes of the Loan
Servicer unrelated to a sale ofthe Note. If there is a change of the Loan Servicer, Borrower will be given written
notice of the change which will state the name and address of the new Loan Servicer, the address to which
payments should be made and any other information RESP A requires in connection with a notice of transfer of
servicing. If the Note is sold and there:rtler the Loan is serviced by a Loan Servicer other than the purchaser of
the Note, the mortgage loan servicing obligations to B'orrower will remain with the Loan Servicer or be
. transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided
by the Note purchaser. .
Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an
individual litigant Or tile member of a class) that arises from the other party's actions pursuant to this Security
Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this
Secority lnstrmnent, until such Borrower or Lender has notified the other party (with such notice given in
compliance with the requirenrnts of Section 15) of such alleged breach and afforded the other party hereto a
reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time
period which must elapse before certain action can be men, that time period will be deemed to be reasonable
for pUlposes of this paragraph The notice of acceleration and opportunity to cure giVen to Borrower pursuant to
Section 22 and the mtice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfY the
notice and opportunity to me corrective action provisions of this Section 20. .
21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Snbstances" are those
substances defined as toxic or hazardous substances, pollutants, or wastes by Errvironmental Law and the
following substances; gasoline, kerosene, oU,er flammable or toxic petroleum products, toxic pesticides and
hcrbicides~ volatile solvents,. materials containing asbestos or formaldehyde, and radioactive materials; (b)
"Envirorunental Law" means federal laws and laws of the juisdiction wbere the Property is located that relate to
health, safety or environmental protection; (c) "Enviromnental Cleauup" includes any response action, remedial
action, or remoV'M action, as defined in Environmental Law; and (d) an "Enviromnental Condition" means a
condition that can cause, oontnbute to, or otherwise trigger an Enviromnental Cleanup.
Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous
Substances, or threaten to release any Haiardous Substances, on or in the Property. Borrower shall uot do, nor
allow anyone else to do, anything affecting the Property (a) that is in VIolation of any Environmental Law, (b)
. which creates an EnviromneriaI Condition, or (c) which, due to the presence, use, or release ofa Hazardous
Substance, creates a condition that adversely affects the value of the Property. The preceding fWO sentences
shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that
are generally recognized to be appropriate to normal residential uses and to maintenance of the Property
(including, but not limited to, hazardous substances in consumer products).
Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or
other action by any governmental or regulatol)' agency or private party inVolving the Property and any
Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Enviromnental
Condition, inclnding but nor lintited to, any spilling, leaking, discharge, release or threat of release of any
Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance
which adversely affects the value of the Property. If Borrower learns, or' is notified by any governmental or
regulatol}' authlrity, or any private pany,' that any removal or other remediation of any Hazardous Substance
affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance
with Environmental Law. Nothing herein shall create aIf obligation on Lender for an Emironmental Cleanq>.
NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows;
22; Acceleration; Remedies. Lender shall give notice 10 Borrower prior to acceleration following
Borrower's breach of any covenant or agreement in this SecurifJ' Instrument (but not prior .to.
OREGON-Single Familv-Fannie MaeIFreddle Mile VJ\7FORA1INSTRUMEl\T
DOCUKORll' (page Il of 14 pages)
DOCUKORB.VTX 06/0e/2004
Form 3038 1/01
PRE-SUBMITTALREC'D
FEB 2 2 2011
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~...
24120040
acceleration under Section 18 unless Applicable Law prol'ides otherwise). Tbe notice shall specif)': (a) tbe
default; (h) the action required to cure the default; (c) a date, not less than 30 days from the date the
notice is given to Borrower, by wbich the default must be cured; and (d) thatfaHureto cure the default on
or before the date specified in. the notice may result in acceleration of the sums secured by this Security
Instrument and s:tle of tbe Property. Tbe notice shall furtber inform Borrower of tbe rigbt to reinstate
after acceler:tion and the right to bring a court action to assert the non~ex.istencc of a default or any other
defense of Borrower to acceleration and sale. If the default is not cured on or before the date specified in
the notice, Lender at its option may require immediate payment in full of all sums secured by thi.s
Security Instrument without further demand and may invoke the power of sale and any other remedies
permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the
remedies provided in this Section 22, inclnding, but not limited to, reasonable attorneys' fees and costs of
title evidence. '. .
If Lender invokes the power of sale, Lender shall execute or cause Trustee to .execute a written
notice of the occurrence of an event of default and of Lender's election to canse the Property.to be sold
and shall cause such notice to be recorded in each county in which any part of tbe Property is located.
Lender or Trustee sball give notice of sale in the manner prescribed by Applicable Law to Borrower and
to other persons prescribed .by Applicable Law. After .the time required by Applicable Law, Trustee,
without demand on Borrower, sball sell the Property at public auction to the highest bidder at lbe time
and place and under the tenns designated in the notice of sale in one or more parcels and in any order
Trustee determines. Trustee may postpone sale of all or any parcel of the Property by public
announcement at tbe time and place of any previously sebeduled sale. Lender or its designee may
purchase the Property at auy s:tle.
. Trustee shall deliver to the purchas-er Trustee's deed conveying the Property without any
covenant or waiTanty, eXpressed or implied. The recitals in the Trustee's deed shall be prima facie
evidence of lbe truth of the statements made thereiu. Trustee shall apply the proceeds of the sale in tile
following order: (a) to all expenseS of the sale, including, but not limited to, reasonable Trustee's and
attorneys' fees; (h) to all sums secured by this Security Instrument; and (c) any excess to the person or
persons legally entitled to it.
23. Reconveyance. Upon payment of aIr snnis secured by this Security Instrument, Lender shall
request Trustee to reconvey the Property and shall surrender this Security lnstnnnent and all notes evidencing
debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty 10 the
. person or persons legally entitled to it Such person or persons shall pay any recordation costs. Lender may
charge such person or persons a fee for reconveying the Property, butoniy if the fee is paid to a third party (such
as the Trustee) for services rendered and the charging of the fee is permitted under Applicable Law.
24. Substitute Trustee. Lender may from time to time remove Trustee and appoint a successor trustee
to imy Trustee appointed hereunder. Without conveyance of the Property, the successor trustee shall succeed to
all the title, power ani duties conferred upon Trustee bereinand by Applicable Law. .
25. Attorneys' Fees. As used in this Security instrument and in the Note, attorneys' fees shall include
those awarded by an appefute court.
26. Protective Advances. This Security Instrumentsecures any advances Lender, at its discretion, may
niake under Section 9 of this Security Instrument to protect Lender's interest in the Property and rights under
this Security Instrumeot
27. Required Evidence of Property Insurance.
WARNING
Unless you provide us with evidence of the insurance coverage as required by our contract or
loan agreement, we may purchase insurance at your e).1!ense to protect our interest. This insurance
may. but need not, also protect your interest If the collateral becomes damaged, the coverage we
purchase may not pay llI1)' claim yournake or any claim made against )'ou. You may later cancel tbis
coverage by prO\iding evidence tbat yoa have obtained property coverage elsewhere.
You arc responsibie for the cost of any insurance purchased by os. The cost of this insurance
may be added to your contract or loan balance. if the.cos! is added to your contract or loan baiance, the
OREGON-Single Family-Fannie Mae/Freddie Afu UNIFORM INSTRUMENT Form 30381/01
DOCUKOR12 (page 12 of 14 pager)
DOCUKORC.VTX 06/09/2004
PRE-SUBMITTAL REC'O
FEB 2 2 2011
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. 24120040
interest rate on the underlying contract or loan "ill apply to this added amount The effective date of
covemge may be .the cIate your prior covemge lapsed or the date you failed to provide proof of
coverage.
The coverage we purchase may be considerably more e:\l'e.'1Sive than insurance yoo can obtain
on your own and may not satisfy any need for properly damage coverage or any mandatory liability
insurance requirements imposed by Applicable Law.
.
BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this
Security Instrument and in "flY Rider executed by Borrower and recorded with it.
1/v:;'~At1 VtlAN"ts i.A-a.~ 12-' 13-0tj
- BORROWER - WIL IAM/JN.1ES WALl<ER - DATE -
OREGON-Single Family-Fannie MaeJFreddie Mac UNIFORM INSTRUMENT Fonn 30381101
DOCUKOR13 (page 1$ of 14 pages)
DOCUKORD.VTX 06/0a/200~ .
PRE.SUBMIliAl REC'O
FEB 2 2 2011
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24120040
[Space Below This Line For Aclrnowledgme
STATE OF (J{)~ CO~OF
This ins~en( was a~lfli~ed before me on ,,\' t. IS Jlt'{Jej
hy [Aj, /1 " 0 rrL ~o mt~ wCJ ~ V ' ' '
0.,t/l j . .
sfyn:~:j}jjJfillleall.'l tj/'Title (and Rank)
My commission expires: -
, OFFICIAL SEAL
.' WANDA CARTER
~,' NOTARY PUBLIC. OREGON
:,: ~ ./ COMMISSION NO, 370205 ,
~ I\YCOMMISSIOW?IRES JULY 2, 2007
OREGON-Singl~ Family-Fannie Mae/Freddle Mac UNIFORM INSTRUMENT
DOCUKORl4 (page 14 of 1-1 pageJ)
DOCUKORE.VTX 06/08/2004
Form 30381101
PRE.SUBMITTAl REC'O
FEB 2 2 2011
.
.
ADJUSTABL.E RATE RIDER
(LIBOR Six-Month lodex (As Publisbed 10 The Wall Street lournal)-Rate Caps)
, WALKER.
LOAN #: 24120040
MIN: 100197400241200404
THIS ADJUSTABLE RA1E RIDER is made this 13~H day of DECEMBER, 2004
and is incorporated into and shaII be deemed to amend and supplement the Mortgage, Deed of Trust, or Security
Deed (the "Security Instrument") of the same date Pven by the undersigned ('Borrower") to secure Borrower's
Adjustable Rate Note (the "Note'') to PINNACLE DIro:C~ FONDING CORPORA~ION
('Lender") ofthe same date and covering lbe property descnbed in the Security Instnnnent and located at:
3660 CONCORD S~ EUGENE, OR 97402
[Property Address]
THE NOTE CONTAINS PROVISIONS ALLOWING FOR CHANGES IN THE
INTEREST RATE AND THE MONTHLY PAYMENT. THE NOTE LIMITS THE
AMOUNT BORROWER'S INTEREST RATE CAN CHANGE AT ANY ONE TIME
AND THE MAXIMUM RATE BORROWER MUST P AV.
AUDITIONAL COVENANTS. 10 addition to the covenants and agreements made in the Security
Instrument, -Borrower and Lender fmther covenant and agree as follows:
A. INTEREST RATE AND MONTHLY PAYMENT CHANGES
Tbe Note provides for an initial interest rate of 6.250 %. The Note provides
for changes in the interest rate and the monthly payments, as follows:
4. INTEREST RATE AND MONTHLY PAYMENT CHANGES
(A) Change Dates
Tbe interest rate I will paymay cbange 011 the first day of JANUARY, 2010 and an that
day every 6TH month lbereafier. Each date on which myinterest rate could change is called
a "Change Date."
MULTLSTATE ADJUSTABLE RATE RIDER -UBOR SIX.MONTIf INDEX (aspuhlished in THE WAU STREET JOURNAL
~&sy,rj&EV'1'X 07/2.3/2004 (page 10f3) SmgleFa.milyFannieMaoUniformInslrument. FORTVI 3138 01fOl
PRE.SUBMITTAl REC'O
FEB 2 2 2011
.
.
(B) The Index
Beginning with the first Change Date, my interest rate will be based on an Index. The "Index" is the
average of interbank offered rates for six month U.S. dollar-denominated deposits in the London market'
"LlBOR"), as published in The Wall Street Journal. The most recent Index figure available as of the first
busiuess day of the month immediately preceding the month in wlrich the Change Date oc= is called tile
"Current lniex."
If the Index is no longer available, the Note Holder will choose a new index that is based upon
comparable information. The Note Holder will give me'notice of this choice.
. (C) Calculation of Changes
Before each Change Date, the Note Holder will calculate my new interest rate by adding
TWO AND SEVEN - EI GHTHS
percentage points ( 2. B 75 %) to the Current Index. TIle Note Holder will then round the result
of this addition to the nearest one-eighth of one percentage point (0.125%). Subject to the limits stated in
Section 4 (0) below, this r01mded amount will be my new interest rate until the next Chmge Daie.'
The Note Holder will then determine the amount of the monthly payment that would be sufficient to repay the
unpaid principal that I am expected to owe at the Change Date in full on the Maturity Date at my new interest
rate in substantially equal payments. The result of this calculation will be the new amount of my monthly
p~lent. . .
(D) Limits on Interest Rate Changes
The interest rate I amrequired to pay at the first Change Dac will not be greater than 12. 250 %
or less. than 2. 875 %. Thereafter, my interest rate wilI. never be increased or decreased on any single
Change Date by more than TWO
percentagepoints'( 2.000 %) from the rate of interest I have been paying for the preceding
5 months. My inlf:rest rate will never be greater 1han 12.250 %.
(E) Effective Date of Changes
My new interest rate \vill. become effective on each Change Date, I will PaY the alnoWlf of my new
monthly payment beginning on the first monthly payment date after tlle Change Date until the amount of my
monthly payment changes again.
(F) Notice of Changes
The Nqte Holder will deliver or mail to me a notice of any changes in my interest ni.te and the amount
of my monthly payment before.the effective date of any cbange. The IIOtice will include information required by
law to be given to me and also the title and tOlephone mnnber of a person who will answer any question I may
have regarding the rotice,
B. TRANSFER'OF THE PROPERTY ORABENEFICIAL INTEREST IN BORROWER
Uniform Covenant 18 of the Security Instnnnent is amended to read as follows:
Transfer of the Property or a Beneficial "Interest hi Borrower. As nsed in this
Section 18, "Interest in the Property" means any legal or beneficial interest in the Property,
including, bnt not limited to, those beneficial interests transferred in a bond for deed, contract
for deed, installment sales contract or escrow agreement the intent of which is the transfer of
title by Borrower at a future date to a pnrcl1aser.
If all or any part of the Property or any Interest in the Property is sold or transferred
(or if Borrower' is not a natural person and a beneficial interest in Borrower is saId or
transferred) without Lender's prior written consent, Lender may require innnediate payment in
full of all sums secured by this Security Instrument. However, this option shall not be
exercised by Lender if Such exercise is prohibited by Applicable Law. Lender also shall. not
exercise this option if: (a) Borrower causes to be submitted to Lender information required by
Lender to evaluate the intended transferee as if a new loan were being made to the transferee;
and (b) Lender reasonably determines that Lender's security will not be impaired by the loan
assumption and that the risk of a breach of any covenant or agreement in this Security
Instrument is acceptable to Lender.
24120040
MULTISTATE ADJUSTADLE RATE RIDER - UEOR SIX-MONTH INDEX (as published in THE WALL SJ'REET JOURNAL
8~~X:VTX 07/23/2004 (page 2 of3) Single Family Fannie Mae Uniform Instrument FORM 3138 01101
PRE.SUBMITTAl REC'O
FEB 2 2 2011
.
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24120040
To the e"ient pennitted by Applicable Law, Lender may charge a reasonable fee as a
.ciJndition to Lender's cOnsent to the loan assumption. Lender also may require the transferee to
sign an assumption agreement that is acceptable to Lender and that obligates the transferee to
keep all the promises and agreements made in the Note and in this Security Instrument
Borrower will continue to be obligated under the Note and this Security Instrument unless
Lender releases Borrower in writing.
. If Lender exercises the option to require immediate payment in full, Lender shall give
Borrower notice of acceleration. The notice shall provide a period of not less than 30 days'
from the date the notice is given in accordance with Section 15 within which Borrower must
pay all sums secured by this Security Instrument If Borrower fails to pay these sums prior to
the expiration of this period, Lender may invoke any remedies permitted by this Security
Instrument with",t further rotice or demand on Borrower. .
BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants containo:! in this
Adjustable Rate Rider. . .
W~ I~ ~~ [2-()-t7(
BORROWER - WILl,&rAM J R - ATE
MULTISTATE ADJUSTABLE RA'fERIDER - LIBOR SIX-MONTH INDE.X(as published in THEWAlL STREET JOURNAL
~~ vtX 07/23/2;004 (page 3 of3) Single Family Fannie M'\e Unifonn Instrument FORM 313S01l01
PRE.SUBMITTAl REC'O
. FES 2 2 2011
.
.
ADDENDUM TO ADJUSTABLE RATE RIDER
LOAN': 24120040
This addendum is made DECEMBER 13, 2004 and is incorporated into and
deemed to amend and supplement the Adjustable Rate Rider of the same date.
The property covered by this addendum is descnbed in the SOcorlty Instrument and located at:
.3660 CONCORD ST EUGENE, OR 97402
AMENDED PROVISIONS
In addition to the provisions and agreements made in the Security Instniment, IIwe further covenant and
agree as follows:
ADJUSTABLE INTEREST RATE AND MONTHLY PAYMENT CHANGES
Limits 00 Interest Rate Changes
The interest rate 1 amrequired to pay at the first Change Dae will not be ireater than i2 . 250 %or
less than 2. B75 %. Thereafter. my adjustable interest rate will never be increased or decreased on any
single Change Date bymore than TWO AND 00/100 percentage point(s)
( 2.000 %) from the rate of interest! have been paling for the preceding six (6) months. My interest rate
will never be greater than 12.250 % My interest rate will neverbe less than 2. B7 5 %.
. TRANSFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER
Uniform Covenant 18 of the Security Instrument is :unendal to read as follows;
Tran,fer of the Property or a Benefidal Interest in Borrower. AB used irithis Section 18, "Interest in
the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial
interesla transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent .
of which is the tr:msfer of title by Borrower at a future date to a purchaser.
If all or any parr of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a
natura! person and a beneficial interest in Borrower is sold or transferred) withont Lender's prior wrinen consent,
Lender may require immediale payment in full of all sums secured by this Security Instrument. However, this
option shall rot be exercised by Lender if such e<ercise is prohibited by Applicable Law.
1202 ADDENDUM TO RIDER
DOCUlf7G1
DOCl1N7C1. VTX (1.~/J1/2D03
Page 1 0(2
PRE-SUBMITTAL REC'D
FEB 2 2 2011
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2'll20040
!fLender exercises this option, Lendeishall give Bonuwer notice of acceleration. 1l1enotice shall provide
a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which
Borrower must pay all sums secured by this Security lnstnunent. If Borrower fail, to pay these sums prior to the
expiration of this period, Lender may invoke any remedies pennitted by this Security Instnunent without further
notice or demand on Borrower.
BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in tIus
addendum. .
l^/A.Aj~I.lfNl kA/V'{c, I.vcJk
- BORROWER - ILLIAM JAMES WALKER - DATE -
1202 ADDENDU1f TO RIDER
DOCUN1G2
OOc:uN7G2. vn: 04/011200J
Pagc2of2
12- 13-CJi
PRE.SUBMllTAL REC'O
FES 2 2 2011
-e
.
INTEREST-ONLY ADDENDUM
TO ADJUSTABLE RATE RIDER
WALKER
M!N: 100197400241200404
LOAN NUMBER: 24120040
PROPERTY ADDRESS: 3660 CONCORD ST EUGENE, OR 97402
THIS ADDENDUM is made this 13TH day of DECEMBER, 2004 . and is
incorporated into and intended to form a part of the Adjustable Rate Rider (the "Rider") dated the same
date as this Addendwn execnted by the nodersigned and payable to PINNACLE DIRECT FUNDING
CORPORATION
(the Lender).
TillS ADDENDUM supersedes Section 4(C) of the Rider. None of the other provisions of the Note are
changed by this Addendwn.
4. INTEREST RATE AND MONTHLY PAYMENT CHANGES
(C) Calculation of Chaoges
Before each Change Date, the Note Holder will calculate my new interest rate by adding
TWO AND SEVEN-EIGHTHS. percentage point(s) ( 2.875 . %) to
the Cnrrcnt Index for such Change Date. The Note Holder will then ronnd the resnlt of this addition to the
nearest one-eighth of one percentage point (0.125%). Subject to the lintits Slated in Seclion 4(0), this
rounded amount ",ill be my new interest rate until the ne:\.i Change Date.
Duling the Interest-0nly Period, the Note Holder will then determine the amount of the monthly
payment that would be sufficient to repay accrued interest This will be the amount of my monthly
payment nnti] the earlier of the next Change Date or the end of the Interest-0nly Period nnless 1 make a
voluntary prepayment of principal during such period. If I make a voluntary prepayment of principal
. Form 603F
!lOCtIPlWI
DOCllPiWJ.. Y'l'X 02l05/200l
1/01
Page I of2 .
PRE-SUBMITTAl RECID
FES 2 2 2011
.
--.
24120040
during the Interest-Only Period, my paYment amonnt for subsequent payments will be reduced to the
amount necessary to pay interest at the then current interest rate on the lower principal balance. At tlle end
of the Interest-Only Period and on each Change Date thereafter, the Note Holder will determine the amount
of the monthly payment that would be snflicient t repay in full the unpaid principal that I am expected to
owe at the end of the lnterest-Only Period or Change Date, as applicable, in eqUal monthly payments over
the remaining term of the Note. The result of thls calculation ,,;11 be the new amount of my monthly
payment After the end of the Interest-Only Period, my payment amount will not be reduced due to
voIunUlry prepayments.
IA/jj~/11' #r"~S r..vuft... I"?. -r?-""r
- BOAAqWER - WI LLI JAMES WALKER - DATE -
Form 60"3F
DOC1JP9W7 .
IlOCtlI'Sln. VTX 02/06/2001
1101"
Pacc2of2
PRE.SUBMITIAL REC'O
FEB 2 2 2011
---.
.-------- -
Date: DECEMBER 13, 2004
Borrower(s);
WILLIAM JAMES WALKER
Property Address; 3660 CONCORD ST EUGENE, OR 97402
PREPAYMENT PENALTY RIDER
. WALKER .
LOAN I: 24120040
HIN: 100197400241200404
- (Do not sign this rider before you read it This security instrUment rider provides for the payment of a penalty if
yon wish to repay the loan prior to the date pro1;ded for Tej>lyment in the loan agreement)
THlSPREPAYMENTPENALTYRIDERISMADETIIIS 13TH _ daj'of - DECEMBER, 2004
and is incorporated ioto and shall be deemed to amend and supplement the Mortgage, Deed of Trust or Security
Deed (the "Security Instrurrent") of dw same date given oy the undersigried (the "Borrower") to secure
Borrower's Noie (the "Note") to PINNACLE DIRECT FllNDING CORPORATION
ADDITIONAL COVENANTS: Notwithstanding anything to the oontral)' set forth in the Note or Security
Instrument, BOIIDwer and Lender further CllVenant and ~e as follows; -
I have the right to make payments of Principal at any time before they are due_ A paj'ment of Principal --
only is known as a "Prepayment". When I make a PrepaymeI1l, I will-tell the Note Holder in writing that I am
doing so.
Subject to the Prepayment Penalty specified below, I may make a full Prepayment or panial Prepayments
of my obligation. The Note Holder will use all of my Prepayments to reduce tile amount of Principal that I OWe
under this Note. If I make a partial Prepayment, there will be no changes in the due date or in the amount of my
montbly payment unless the NJte Holder agrees in writing to those changes.
Prepayment Penalty Rider - Multi-State
DOCUD911l
DOCl1D~t11.VTX 06/11/2004.
Page I crf2
PRE-SUBMITIAL REC'O
FEB 2 2 2011
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,
24120040
If, within the 3 .year period beginning \11th the date you execute the Note (the "PenaltY Period"),
you make a full prepayment, or partial prepayment in any twelve (I2)-month period that exceeds twenty percent
(20%) of the original principal loan amount, you will pay a prepayment charge as consideration for the Note
Holder's acceptance of such prepayment The prepayment charge will equal the amoimt of interest that would
accrue during a six (6)-month period on the amount prepaid that exceeds 20% of the original principal balance of
the Note, calculated at the rate of interest in effect under the terms of the Note at the time of prepayment, unless
otherwise prohibited by applicable law or regulation. No pnpayment penalty will be assessed for any prepayment
made afterthe Penalty Period. . .
Notwithstanding the foregoing, in the event of a full prepayment concurrent with a bona fide sale of the
Property to an unrelated thin! party after the first 0 -year(s) of the term of the Note, no prepayment
penalty will be assessed, In the event, you oms! provide the Note Holder with evidence acceptable to the Note
Holder of such sale, For purposes of the exception the prepayment charge, a sale of the property to a person or
entity with whom you have a persoual or bnsiness relationship (such as a family meIi1ber, builder, developer or
employer) will be presumed NOT to be a bona fide sale of the Property to an unrelated third party,
All other terms and conditions of the Security Instrument remain in full force and effeel
BY SIGNING BELOW, Borrower acceptsand agrees to the terms and provisions contained iIi the Prepajment
Penalty Rider,
~~' ~ 14
fA/! "fA <
- B6~O ..~ AfL ~s w~- _
I) -t?-of
Prepayment Penalty Rider - Multi-Slme
DOaJDM
DOCIJD~\12.VTX OS/22(2004
Pllge20f2
PRE-SUBMITTAL REC'D
FES 2 2 2011
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EXHIBIT A
LEGAL DESCRIPTION:
The East 60 feet of the West 125 feet of Lot 51, AW50N PARK, as platted and recorded in Book 12,
Page 29, Lane County Oregon Plat Records, in Lane County, Oregon.
PRE.SUBMITTAL REC'O
FEB 22 lOll
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e-
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for~-.!!'1-TIlllSTOEEDI4'.i9'l""'nl~1fjcl..d)
"'"',
'-
CI"''''''''8TEVENS-N~SlAWPUl!USHINGcn.I'OlllVlIIl.OR _~..___
NO rARTOfANV STEVENS-NESSFQRr.! !.lAYSl' REPROCUCE01N mY, FORM OR BY ANY ElECTRONIC OR MECl-IANICI<l MHNS- ~
,/ Djvjsj,n of Chj.f D.puly Clerk 1M) n)O'O~"
lone Counly Deeds ilIl"1d Recor-ds LVV .V OIQ'
TRUST DEED
1111I1111111111111111111111111111111111I111111111
00959309200700787820030040
11/26/200703:19:37 PM
C'c!SHIER 05
$41.00
_~_~:!~_aold..~~~_!._~~~____________
--------------------...-----------------
RPR-DTR Cnt=l Sln=l
$20.00 $10.00 $11.00
~.
-------------G,";,;;~..._;iidAIi"~r;~-----------
_~~_~P.~_X:~c:~~~~~~.!:?_~:_!~~~___
l>. .__..___..__
eo"
RECQ,o;QER"SUSE
anll/or a.s IC""'ll'" "'~"u"''"IJ''''',...,..".,''''.........~f.'lOn
No. _______, Records of lhis Coumy.
Wimess my hand and seal of County <Irfixed.
_. ". _'v . .p.,
-----------a;;;;ii.;.-;y:;-Nln;~AJd._;;ii.---_:_~-.~~I
Atlerr~r<ling...l~rnlg(Na.....A<td....,Zip~ i I
Varner Jay Johns III ' ,
-710BaTrfsters I Aide ------~-------~
-in-IfrgnStre~SUITe306-."-'-..---""""
-E-~i~e~-~~[~~~~~==~=====___=~==
----"NAiiE------------TIKE-------------
By _________________________, Depury.
nus TRUST DEED, made on __J.pr~_!L.1.QQl.__~____~__~~-------------, het\vcen
--------------_h_____.._____fg-..~.Jj:m&~~.b1&J....ELQ.r$2..!LlJ~!.l}!L1.!..!!e..UAr..L.s2!0L82.lY___
----------___________________________________________, as Grantor,
-----:..-______-:.....________.J[~~ 'JArJOHNS Il:.L-______________, as Truslee, and
---.-----------------------------'------'-----------------
--:...m...1QS.t:RB.1'_..._E.Q1:MR.I!LRf:1Q.Q.~BJ.UB.JlQ1:....___________h._____..;_______.._____, as Bent:ficiary,
WITNESSE'IR
Grantor irrevocably grants, bargains, sells :lnd cOll\'eys 10 truslee, in trust, with power of sale, the property in
__L.llJlg..__________ County, Oregon, described as:
See the ilt"tached Exhibit "A" which by reference is incorporated herein.
together with all and singular the tenemenlS, heredilaments and applIrtenances and all othcrrighrs thereunto belonging or in llny way,
now or hereafter appert:lining, and (he rents, issues and profits (hereof, uno all fixtllres now or herellfler attached to or used in con.
neclion with the property, . .
fOR THE PiJRPOSEOF SECU:l.:NG PERFORMANCE of :~ch :lgr~=nt of~runlor ~erdn conlained nnd p~yrn~t oflhesumof ______________
__9l!~_ Hun<!!_~..L!'1fty Thousand ap-_cU!9J 100 --=.J. $150:, QQ_O, OQL___________________.___.._
DolJor:1, with inll:reu tltcn:on ACCOrding tn tile lerms of I prnllliis.ory nOle or e\'l:1\ dme _~erewilll, p~yohle to beneficiary ur Oilier :III(! rn~de l1y gmOlO!, llle Ctnal
payment of principal andillle~st.ifnot500ner paid,llI bcduellllll payableotl_:J..!!it_lL.._L_201~______n__.
Thcd:ue ofmallnilyoftlledeblsCl:ured by this ioslnlllu:nl i:; thc dDlC. Slalcdabovc, on wl~chlhcfinallllSl;lJlmcnl of the OOtc re-omcs due and p;lynble.
Should llte,entnloreither ngra: 10. Bllempllo, or Dl:III:tIly sell. oonvcy, orassicn all/or any part) O[lbe property, or all (or any ,Pall) or grantor's inleresl in il without
fim olxainlflg-lhc wriucn consenl orapprowl of tile lx:neficiary, rtcn. 31111c IIcndiciary'~ opliun., all obliptions secun:d by IhlS ins.ll"Ulllclll, irresflCctivc of Ihe maID.
rill' dmcs cx.pressed Uc-cin, or heTtin, sI1aJl bel:Ollle ilomediately due nnd payable. The execution I'll' gr.1olllr of;lll eameslllloney 19==nlu llues not conSlitule n
sa.I~, COlWCyaoa: orassi!Ofll&:lll. .
To PI1J'lCCt tbe securil)' of lhi:; trust d=!. gr~nlor ogrees; .
I. io pmll:Cl, pres.:l'\\: and ruai~IJin rhe prop<:1ty in good condilioll and Jepolir; not to remove 01 demolish 3ny ooiJding or improvc~llh=n; und nOllO
cOInmitorr>ennilonywasleormeprup<:ny. . ,'-
2. To cnmplcteor re.10re promplly Dod in good nnd hobilnblc cnndniOll any buildins or improvelllent 'which m~y be conslructed. damagcd or deslroyed lhere.
on, and pay when due 1Il1 cnsu incurred rbcrefor.
3, TocomplywilhallloWl,orrlinonCl:S.regulllions,cllVCOl\OfS,ClIodiunnsalldteslrictionsaffcclinglbeprojIQIy;irlhcbern:ficiarysoreque5ls.lOjoininexe_
Cltring glleh fin:l!leinl; SUlleme:Ulf POrsUlIlIIIO tile Unifosm Commcn:ial COOt: liS the bcoefid:u-y nur Il.'qoirc. anll III p:ty fur liIing {he ~ru: in.lhe proper public office
orofficcs, Ils well o.s lbc COSt ofaJllicn $=hc:s madt by liJinj; offia:rs OfSean:hing 1Il!tl1ck, as m.:ty bedeenlClldC'lirable l1y lhe hc.ru:licillry.
4. To provide and c(llllinu!I\Isly ll1ainlain 1n5urlli'lce on the building~ llow or hereafter cructed on lhe pm~y :l.gninsltoss or damogc I'ly !in: lIud OIlier haz.
ards, as llle beneficiary may from li~IO time reqoire, io an lIlllotml IKIIlm IhaIl s.i.q1._:l:._i.E~~F_El,-1.LY21-..l,!~_____. wrinen hy lIneo~ more
conlpwtie.ae~"Cplablelolhebeneliciory.willllosspayabtelomebuer,AJlpoheic:sofinsornllcesh:lllbedelioel'edro chebcm:(u;i!llJ' l!Ssoon as ISSllCli tf llle grantor
shall filiI for:my rellSon to procure any ~ui;h illSlIr<ill1;1: and 10 deliver lhc !lOlicic.~ 10 lhe: bcnerlCial)' ill k:llS( fifteen d.:t)'1 prior 10 Ihee.xpir:uiOlI of OilY polii;y
of iOl:lI\"..
once now or herellfler placed on the buildings, the beneficiary IIlOY pr[lCllfe the same Jl granW's expense,lbc: amoonl eol1~!l:d undcrll"y fin: ormber illsur.mcc pul-
iey lWly be applied by beneficiary 1lJlO0 /lilY indebledn= J<:Cured hereby and ill suchomel' lIS be~CLCiDry may determine, or nl oplion ofbenelicimy Ihe entireamOUlI1
$()collected,lIranYJW!lhen:uf,lllilykrele:lScdwgrntlIOf.Suchilpplic.'liooorrel=sha!1I1O(cul'eolwniI'l:DnydefilullornoticcofddaollhcreundelofmvalI_
dalcany i1Cl done POn;.UllOtlO such llOl:io:,
5. To keep lhe: property fra: from conSlruclion I;en~ lllld 10 pay;lJ1 taxes, lWl:.SunenLS and olhercllal}!e1 IhQt inay be levied or anessed upon Dr againS! lhe
propeny bc:fo~ Dny pwt of .uch mus, lSb"-Ssrnc:nts nod olber Chnlj;C1 becolW:S pasl due or tL;lioqucntl\lld promplly dehver .n:CCipIS therdor \0 beneficiary, Sllould
lhegronlorraitlnmakepay~ru[anYU1lle>,assessmenlS,insuronrl:premiums,lien'oroIhercbilll!Cs p;lynblc by gl'llllror, cuber bydirecl paYlllelll Ol'by providillg
bcnefici:"y willl funds with whiell ro mllke liuch payment, bencfie;ill)' may. lU its OpliOll, llIake p:Iymcnl ~lCreof, and Ihc i1IlIOUOI so p:ud., Wilh inlCtcSl ar rhe flit!: set
fnnh in tile note ~een~d hereby, to~h.:r wilh lhe obligations descriltcd in pordgraplls 6 and.7 "r this INS! deed. ",.ha!' be :ulded 10 and be.:ume '" p;lT\ of llw: debl
secured by this liltS! deed, 1l.';thollrWilll'CI: of any ",hlS :uising from bn:adt or any oClhe l:O\\:llDnLS lK.'TCOf. For sucll p~ymenls. wuh inlcn::~1 a' afu!CslIid. the proper..
1)'h.creillheforedescribed.ao""ellalilOOsralllnf.sh."Ubebuundluthes.1!l'11;:exH:nltllaI IheyarebnundfUl"tMp3ymc:nlufl!>::oblilralion hen:in des<.'Tibcd.All nlcll
-.t!ayUl~"~ .hali I'... tmr;.d,i,.~di'd;o,;-"_M.d f-,~y':Gl~ -..;t~m".'''-'Ii:;-.,;:IJ:!J!.r: ~Q!!:rn':'\l~lI! !~=r.shalJ. 31 ll>l' opliun of the Il<:nclic:iwy, !Coder all slims >cell"'!!
by Ihi.
IlUsldeedilllmedialel)'dueandp:lY3l>leundshl!llcons~ilu"'allrc:tchorIhl.'(;,,;St'lIc;:.G. ..- .. --.- .'. -'-, '__.. .m
6, To pay all cllsls. lees ~nd e~penses of rllis lruSI. illdudiug th;l costo!" lill, search. as well;1l! Ihe \,lItcr WID lInd ex!"'n...-s uf lhl: iru;l~ in:lIm:U ill CI'lt.
nt:etirm wilh ur in enforcing- Illi~ obliglllion, und tnlllce and anomey fees lIctuall)' iucuITed,
7. Toappearinllnddefcorlany:rctklllorproeecclin:;purponnl:;IOlffeclllu:lCt:uril)"riShl$orpoW\..'l'1;ufbt:ltcficiar:\'nrllUsler:8I1dinanysuit,actiOllorpro-
. ceelling in which lhe benefielill}' nrlruSlce rnny llppcllr, including Ill\Y .un fnr lbe f~dusurc urlhi!; del'll 0' .ny SUil or .Clion n:laled 10 lhis inslrulJlen~ inclu~iog
but not Jimiled 10 iu \'3,Jidiry andlorenf=h~ity. 10 pay all enslS ami elpcnS!:.l. inelwins coi,lcnl:e uflillcund Ille lx:ncficinr,"s or lruslec's allomcy fees. Th~ amoullI
of arromey fees mcmiOllCd ill Ihis ~..gr1ph in all i:L~CS sb:111 ill: tix."" hy the lrial conl"l, and III lhe evenl or anappc:;lt from aoy judgrnenl or decree uf II", mal coun.
j;;romor fonher Ilj:!rces 10 pay such sum as lilt: .ppcllalc "'Ull sholl adjudge l!:lISon~ble o~ the beneficiary', or llUSleC'li anorney fees on such appeal.
Il is llIulual1~ agreed Illal:
8, In Lbe eoen11hul ony [>Oninn_or:lll of th~ propel"ly sh~11 be laken und~r Ihe ri~hl of emincnl dOlnllin or cond~nIDo!;on, bl.:ncflcJary sltall have lb~ riglll. if it
so clca;, to require [hill all or lIIIy fli.tnmn of Ihc moni;::s p3yabl~ os Cllmpc:n;,anon for su~1l rn~ing "'hich lIt! in excess of lhe amoulIl lUjuired [0 p~y ~IJ re:l!lonahle
cnSlS. cxpen$i::S and auorney frl:. nccescrily paid or illCumd by granlo' i~ sud. pro.','eJinj:S, sr.~11 he paid 10 bcneliciarr nnd applied by il firsl up,," any rco.~(\n.blc
crn;'sDod,elpcnsesand~uorneyr""s,bolhlOlhellml""d~PfICl!al"CI1un;,nec=riIypoidorineurredbrbeneftclnryinsucllproccedings,alldlllehalnnccaprll.d
upon tile Indebledm:u secured bereby. Gr.lOlor ngrces, ul it!< own C.'~p<:nse, 10 toke slIch aCI"'Il. Ol,d cueOIe su~h IllSlnHllClIlS:L' Shall hr.: neccssary In oblulnini: .uch
clJmpen~al;on promptly uponbc:neficiill}"S n:qW:.L
NOTE, n.. Trusl o..d ACI Provi_I~oI "'" lIu'ltir ller.uodor mUll be _11"".n loIlorlM'f wh_o i'.n o<U.. m.mlMor c11~' 0"'11.00 Slrl~ 601;' tJant, 1,",1 cornp.n~ cr .."Iog. .nd l()On
...<>d",gn...lh...I..c110 tIobo.ln.non<larlh._. ofO..gon or llIe!JnnIdSOll....I'lt. ulO.m''''''''<;O<r(lI.nfIUllt.n,"olom'.ftult.,oruJprcp,rtyollh..stol..n...,o.i,".n..,
'MII..I.... '\1.nlO Or bnIng,.., 11\0 Un,lod S,~. or .ny "!liner lh...o/, or '_0'''''0..- .g,nlli_oed Oll<llt ORS ~~I..SlIS 10 ~.~&,~~.. . .
:~~:b1;'.~rti~~~::.t~~s:'~~:n~=~I.=::e'':':~:f.~~~=ngo.MljCi'~''COn~~~ eOrn!>'1O llrtol1. . oUBMIITAl REC'D
FEB 2 2 2011
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Sl. Al any tim::, lIlIdrromtin~I(llime upon wrincn request ofbcncflciary, p~ymcnl ofil.S f= and p~scnlaliOll ofll..;..I drxd DIld lh=nOle for endOl'!;emcnL {in
= or full /'tCl:lnveYIlJ1=, for ClUl~nal.iOfl), WitMUI atTC(:l'ng lhe liabllil)' of any p::rson for lhe pnymenlllr Ihc. indcbrcdnc$s,lrustee mny in) eonsentln Ihe maki~g
of illY map or plDl of the prcpclI'y; (bljuin in sranling anyeascmcnl lJr=ing anyn:slrlClJDn lhcrcun;(c)Join in anywNrdinatioo otolherllgret:mcnl ,tleCllnll'this
d~d or the nen or charge thereof; or (d) reconvey, wiLhoul warnnry, aU or nny pOll of the prop<:ny. The granll:c"in any ~nve>'ance may be described lL. Jhe ~per-
mn or pcrsons lcg1!lly enlitled therelo,. and the recitals tht:ll:io of any miluers or facts shllll be eondusivc: proof of Ihe lrulhMnc=:>s lhm::of. TJU$teef~ [(lO '1ny of lhe
.crvicesmcnlionedinlhisp:ll1l!:f1lphshilllbcnollesslhallS5.
10. Upon any ridoull by gronllll: hereunder. beneficiary may. 811111Y lilDe withoul notic::.. either in person, by ngenl, or by a recciva 11'1 be: appoimed by a court,
DIld"irh(1u!rcgardtothcadequaC)'ofanysecuri(yfortheindebledn=herWY~curcl. enter upon and take poS5eSSlan a(lheproperty or any pan therrof, milSoWfl
name sue lIT ocherwi1C collCCllhc 'alu, ISSUes and profits, including rllose pasl dUl: arJd unp.:lid, and apply thc SarJ'te. Jess rom ~nd expenses ef ofl'CnllJon aud calle(:.
lion. including ~onablc attorney fees. upon iUly indebtedne5\ seclll!:d heTWy, and in Sllch crocr as beneficiary may determrlll:.
II. The eneering \lpol~llIId taking poucs.sion Oflh" propelt)'. the collCl:lion of~ueh renlS. issuC$llIId prcfirs. orlhe p~ nffirc and ether illl"urun~'C-poli.
ci~ 01 COlllfl'Clls:Jliun orllwar~ for.any takmg or da1ll.'lgeof the propeny, and the appliC;)lion or rclo:.:l$r. rhereof as aforesaid, ~h..1.11 natcurcnr waive nny defaull or
nmu::eofdc:faull hercll1lder, or mvaltdi:le any llct done pUmlant U1such notia:.
12. UpondcfaullbYl:riIlltarinpayruentafunyin<lcbt<:dne~8sccUlcdherehynringr.ullar'sperio=oCnnyr.~nl.hercunder.tin1t:bcjngaftht:~ence
with C'CSjlI'CC 10 suclJ payment and/or performance. the benefic\;ll)' m~ deda.e all sums secured hen:b-y irnm:dimly due and pa}";l!lle. In such evcnt. lhe be1u::flCi:cry
l1lay ell'Cl to prtx;:eo;:..d (C [ut1:~\o:;e Ihis lru~l deed in cquity as a mollg:lgt: or din:etlhc llU~leC 11'1 fom:losc !his lrusl deed hy ad,:~!!.Cmcnl and sale_ or,mily.dilC>l-lhr:
trunee In pursue !lilY othet ri~hl er retIlC.dy. eithor iIIlaw.or in.cqll~Y, w~i::h :!-.::.bcllel:ci:;ry sr.a)-tw....ln II", c...:nt -lhe Ix:nelicmry elCClS 11'1 fon.'Close!ly advc:nisl'_
m.::nl and Side. lilc bcm:ficlary or the trustee shall execule Dnd eall,l' 10 be ~corded D wnltl:n nOfice of defaull and elediOll III sell tbe propeny 11'1 sn!isfy lhe obli~a-
tioll secured hereby whett:\IpOn lhe trustee shall fiJ Ihe tiltlC and plal'e of sale.,give nOlilX lhereof IlS lhen ""lui~ by law and proceed 10 foreclose rhis mm deed in
lhelllOnnerprevided in ORS 86..135 ro86..795.
13. After [he: tTUSteehllS commenced foredosure hyadveni~ment and sale, and at Ilny time prior to ~ dnys befure ehe dale lhe trustee eORduClS che sale-tlte
gr.UIl.Ofor llny oIh(:l pernell so privileged by ORS 86.753 mny ellrclhe default Dr defaul~.lflhc defaultconsis~ of II failure 11'1 pay, when due. sums .o:ecurcd by the
nuS! deed, llle defilull may ~ cum! by paying lhe entire amounl d~ at che lime (lfllle cure Olher than suoh porullll ll.S would notJhen be due hnd no default occum:tl.
Any other default 11ml is capable ofbl'ingcurcd rnayhecun:dbyttllderinglhepcrfallll3lleerequiredunderlheoblig.nionoruuscdc.cd.lnanycnsc,inllddilionlO
curillglhedcfauJrordefaults.tbe~lleffC(.1jnglhecurc~ballpaYlOtheb~ocficill1}'a1I~OSlSandtl(pen.sesactunnyincurredinenrorcingtlleohJiJ;ationoflhetru.rt
deed. together wiUt lruSlee and aliame)' ~ nal e~ceeding lhe amounts provilb:! by l;Jw. .
14. Olherwisc, the sale shall be held on the: dare and nlThe time and place ~ignalcd in the nOliee af we or the lime lei which lhe sale lIIay be poslponed ;IS
provided by illw. The lcu~ee may scUttle property either ia OrIC p:lI1:d or ill .;epar.ue poueels and shaJl ~U the par-...cJ or parcels lit aUelion 10 lhc high~st bIdder (ar
.,..Ldl, pnyable ll\ llle tilue ofsalo. Tt\l~cc sllall dclivcrlo rhe purchasa il~ deed in fumr,.,. n:quirul by law conveying tnepropc:n)' $0 wid. bU! wllhnur any co>-cnUlll
or wamllIty, apn:ss or implied. The reciUlls in the deed of my mnners or ract shall bt: c:oo<:lusive proof of llx: truthfulness lbcreof. Any person, elc.luding llle 11llS1ric.,
burincludillglhegralllDrandbctJefic:iary, mIly pwcl1llSC IU tile sale.
15. Wlw:n lruslt:t: sells pUl'Sllllllt 10 lbc powus provided ht:rcin, trustee shall n[lJ11y the p~s aT sale to JlIYJIlCIll af: (I) the e~pellSCS of sail', inelodin~ lhe
compen'<ll.tion of lite CfUStcc alId a reasonable dlllfiC brtruSlcc'souomey; (::!) 10 the: obligation =un:d by the lfIlSt deed; (l) 10 aU pcr.;OIlS luning recorded liens sub--
sequenl ta, the inlercst of tht: truSlee in lhe truSI dCl:d as theu- in\l:rem may appcDT in the onkr of thl:ir prirwit)'; aDd (4) the SllIfIlus. if any. 10 lhe gr.lntor, or tll any
&u=srorminlereslentiILedtosuchsllrp!us. .
16.llendieiary may, fium lime to lin",. nppoilllll SlJCCC$SOrOJ"SUCCCSliOl'S tOaJ\ylruslecn~med he:rcinnrtoaoy SIlCCC,uor numcappoinled hen:under. Upon
nrcb appoinlment, and Mlhnuc con~l:y;mce 10 flu: suecesmrtruSlec, tile JanersllaJl re vested with all title. powers and dOlies ClIIIfrned upon any lrustee Itcrein named
or appornted hereundu Eac.b such appoinlmem and substitutioo snail be: nJ.ude by wriuen IIlsuumenl eJeeuted by beneficiary. which, wilen recorded in the lI1ortgaJ:C
records of me county or counlies in which .lhe prupelly is silualed. ,hall be COI\cJusive proof of proper ~ppoinlmenl oflhe SU=50r uuscee. .
17. Trustee accepts tWStrusl wht:1l this deed, duly executed and ac~Rflwledged. is lnJde a public record as provided by Jaw. Tm:>tt:C is nOl obligared tII nOlify
tIIlypanybereloofpcnding sa!e l.lndcr any Other deed of trust orofany acrien or proc:cedin ginwhichg~lor,henefcia()'orlruSl~dll1nbeapartyunles&SuchllCl.ion
orpTOCl;::<:dlllgishroughtbYlrustce. . . .
The gronlor covenanls In 000 ngrc:~ whh lhebcllCfieiary and the bcnelid:l!Y's successors In int=!lbar Ihel7Dlltori~ lall'rull}'sej~ in fee simpleoflht:rt:al
property nnd Itas a valid, untlleumbered rille lhereto, e.u:cpl as 111:IY be set forth ill arJy addendulll arcxbibil attached hereto, and lhallhe grantor will WatTIll!1 iIIlil for.
eYeT defend lhe same /IgllillSl llil persons whoms~ver. . .
WARNING: Unless grantor provides beneficinry with evidence ef insurance coverage as required by the contract or )mm agree-
ment between them, beneficiary may purclia.~c insurance 'at gronter's expense to proleCl beneficiary's interest This insurance may,
bul nced not, also prOlect grantor's interest. If the collateral becomes damaged, the coverage purchased by beneficiary may not pay
. l!!'y c19im.wadc..py_ar.;gainsLgrantDr..Granlor may lau:r,clincel'lhe-coverU1.'C by-providing evidence- thai grantor hiis'obt:uned' prop:
crty coverage elsewhere. Grantor is responsible for the cost of any insurance coverage purchased by beneficiary. which cost may be
added to grantor's contract or loan bal:mce. If it is so added, lhe interest rate on (he underlying contract or loari will applytn iL The
effective dale Of coverage may be the. dale grantor's prior covernge lapsed or the date,grnnlor failed 10 provide proof of coverage.
The coveroge beneficiary purchases may be considerably more eJCpensive than insurance grantor might olberwise obtain alone and
m~y not salisfy any need for property damage CQvernge or any mandatory liability insurance l'C{juiremcnts imposed by applicable
law.
The grontor W=1:o Ih~l che proceeds 0'( the loan represenlcd by the above de~crilx:d nore ll!Id ihis trust doCd are {choose oll~l:.
(a)=fl~~~~~m
(b) for an organilatlnn.or (IlYC1lif granlll.ris 11 nawralprn.on)an:furbu.sinessoreommcrciaI purposes.
This deed applies 10, inuu:s 10 the beneru 01: Ilnd binds llll pnrti~ bereCo.lhcir heirs, legalccs, deyisees, admiaiM10rti.CsCCllto~ persotllll n:p=milli\'Cs,
successors and assigns. The !elm beJtefidary shall mCllI11he 1Io1der l\lld owner, including pledgee. ef lheconlr.lel secured hereby. whelher or not named as a hc.nefi.
craryhcrcin. - ",
Incanst:ruing!ruSU'USldecd,ilisundeT5loodlllllllhegllmlllr.lnrsteeandJorbeneficiarymayeachbemnn:lbanOllCpen-on;thmiflhecomellson:quircs.the
singular shall be lllken to lIlan and include lhc plural, and that ~ener.d)y all J;r.lmm;,uiCllI ch:ill,eli sh~J1 he made, assumed I!Id implied co ltl.lko the provi~ions hen:.
o[llpplycquaJlytoCOrpollltionsllndloindlYlduals.' .
IN WITNESS WHEREOF, the g;amor has execuled (his instrument the day. and year first written above.
"IMPORTANT NOnCE: De!lltll, by lining out, whiehllVllr warnlnty {lIjor "CCJS:HOLDINGS LLC . .
(b)~I~ppH"b1..lfw''''"tyl.)I..ppH"b1',"dlh.b,",f1';.". -~~~\..----_. .--- ------:--
II creditor as such word i5 defined \nthe- Truth-In-Lending Act and B..... - -' r
Ragulllitlan 2, tne beneficiary MUST comply with the Act and :..!.~ - - -. . ---:------~--
Regulation by making raquired disclosures. If compliance with the un.
Act lsnol required, disregard this nollce. !l:l.. _ ..:.____. _______.___.
. STATEOFOREGON,Cnunlyof_~__~~~~s~_ l.l J
This insdment was "nowledged befPf5nJ.e o!, fr-L~L&lJ.ILrL_-'_~/ ~f!..7.......,
by __.:;;iJiu:6.!...e_tr:.om.l1t!iA._~r.Li21JMLL_______~_.
This instrument was acknowledged before me on
by ..:.__~_____________________
as _____:.:._---..0..______________-:-____.______---'-___
of __________
---'------,
~ OFAClALSEAI.
",,,,,,,,. JULIE A, CARTMILL
:~., - i NoTARYPUBUC-OREGON
-~ COMMISSION NO. 37657e
!rI'fCf>>dI.!lSSlOf/mRES fBlilUAIly 17,200&
--n-;- ~ - -
--- - -~-- -,-~'t2J;..! ______________m____
Not Puhlic for Oregon ~ / /
My commission e~pires __d.lLZiQ_l._.________h_
1
.,
REQUEST FOR FULL RECONVEYANCe (To be used only when ohUgatlons heve blllln paid,)
TO:_______~_______~___,Tru<;lCO: .
.The undersigned is lhe leglll OWI\~r tIld holda-of:lll indebtedne$$ !;t:CIIn:d by the [o~eing mm deed. AJl5urns- secured hrtbe lruOl dl'ed 1Ill\-c been rully paid
I~ s:llrsfied. Yeu hereby arc direcred. cn p~ymcnt III you "f any SUlllS owing lei you under tbe IcrID!l of lite: rru~ dl:Cd or pursuanl 10 Sl~lole, to cancel ~JJ evidl'llC""...I
of llldeblednCSIi IiCCUreo.l by lhe: lnL<l deed (which lire deliycred Ie yon hcrcwrlltlo~therwi!h the tnlSt deed) and 10 reconycy, wuhout warranl)'. 10 the p:lI'lies ddg.
n5C.:d ~ythetcrmsofchelru~tdecd,lncenillcnow hcldl>y}"Ou Ilnderebesame. Maillhen:conve:yar=anddrlcumenlslo __________~_
----------------------------------------------..:....-.-----------------------.
DATED_________________.
00 not lose or tles'r"\! this ir~1 Deed OR THE NOTE whIch Jt
secures. ,. --.
BO~$lIould"'" .lulivered to tho Irustee for cancellatJon before
l1.:~~:le ,...~a Is made.
------------------------------OOE
Bencficiary rlt
UBMITIAL REC'O
FEB 2 2 2011
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.",
.
State of Oregon
County of Lane
)
) ss.
)
.
,This instrument was acknowledged before me by Sheila Moore on this 21" day of May,
2007.
(I OFFICIAl SEAL
J~;.F ELDER
NOTMy PUBl1C-OREGON -
COMMISSION NO. A416159
MY COMMISSION EXPIRE, APRIL 23, 2011
,
------------7--------
-g,f"~~,
Notary Public for Oregon
Commission.Expires:,April 23, 201 1
PRE.SUBMlTIAL REC'O
FEB 2 2 2011
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EXHIBIT A
'PARCELl
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Beginning at the l'<grthWt;st C9rner, of Lot 10; ,Glen wood Park, as platted ,and recorded in Book
'T', Page 481, Lane County Deed Records, Lane CountY, 'Oiegon;' thence Souih I 95.30' feet
along the West line ofLo! 10; thence South 88' 22' East 224.40 feet; thence North to the North
line of Lot 10; thence Westerly along the North line of Lot 10 to the point of beginning.
PARCEL II
Beginning at a point on the West line of Lot 10, Glenwood Park, as platted and recorded in Book
:'T",.Page 480, Lane County Deed Records,-Lane County,- Oregori, SQuth,09' 25!..East -1-95'.30 feet '
from the Northwest corner of Lot, 10; thence South 00"25' East 137.50 feet along the West line
of Lot 10 to the Northerly line of 14th Street, if same is extended West; thence North 89' 35'
East 224.32 feet along the Northerly line of 14th Street, if extended West; thence North 00' 25'
West 125.65 feet; thence North 88' 22' West 224.40 feet to the point of beginning.
Together with a 30 foot easement for right of way, the North line of which is described as
follows: Beginning at a point on the Northerly line of 14th Street, if the same is extended West,
South 00: 25' East 3)2.80 feetJrom the Northwest comer of Lot 10, Glenwood Park, as platted
and recorded in Book ','T"; Page 481, Deed Records of Lane C<:lUnty; the.J,1c;e North W 3,5' East
. ": ." ','. . . :1" . \.' ,.... ... '" ....' . . ,.' .n, .
644.40 feet ,to the West line of Hehdersori Avenue.. ':' ",.',,','" '"',,, ',""',' ':
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Exhibit A - 'I . "
PRE.SUBMllTAl REC'O
FEB 2 2 2011