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HomeMy WebLinkAboutApplication APPLICANT 2/22/2011 . . 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 - 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 .- . . 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 ,~~,~. ,.,,J Revised 11/19/09 2 of 10 . . 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. . , 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. . . 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 . . 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 . . , 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 . . 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. I 1 I "I '~'~ V' ~;;', ~ ',.'.. ~ 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 . . ~ftl 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 . . 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 . . 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 , . 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 . . 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 . . .. 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 . . c 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 " . . ~ . -,::::!.' .. "';:;:._~jr.. I;. I t .. -I' ~ ... '-_.,. .. It. l -- .. -,. 'l.' ~Ii; .... . f:~ I .. 'I ....i.,:.;..1..........- ~l!i. 'I.' I :J~./ ~-~'... .;,- .J", ..... .....".. ..--..,::!.:-JI'. . .!~..... :..... .........J .P' ~ -,-,-~'.'~--. . '~V'," .~...." "~" ~- _. ..s- . "I~' . ',.- . r ". ~ : ... ,,---_-._._ I . . ~ ,,: ~.J6 i-;-' . . I. I 8 uttSf;~~7A~'/lf t~ 'I.' . l!~' I". t..,," f: ; '..' r. ~/I \o.t '''''',: q'O'rr, ,';,;'i"q:'j l:~i, ~"~':@:.; _'- ''-:('" ,~-'I':C':~--"':t/.' f ",\\>,,".{. \'1: ./"~'_ ":. j; ;r\.: ti\ . ~ . a G" . -;,;'> ',-- ,~.~\_:LL~- ... ".. ..,' :. :r=1.":: '-j:r . -a.... . ':". . '-.'1:; ." . J' I ,c, FEI Testing & Inspection, Inc. Geotectnical & Construction Services 29540 B Akport Road Eugene, Ore90n 97402 phone 15411 884-3849 lax 15411 884-3851 VICINITY MAP FI GURE NO. GLEN WOOD OP PR9.~1: - EUGENE. OREGol4l<t-;)UBMllTAL '0 1 t . . ( 225':1: @ >~ E t ,_.c;" ". .~ " , , -,;~'~~, . ,." , ,,' ) t," ' Q"~.ti , \ ~~l ~, Jf~: ' '.' ~ ~..', .~...;:~ ' . cig.,. +-- '~~;;.;- . Co, _, ;;g I' :It!i , ,to, ,', ""~' FEI Testing & Inspection, Inc. 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 FI GURE NO. 2 . . ~lorr R"....on (...........IAcch/",',. (J) -l m ""U r )> Z "T1 In co N N '" = - - ~ l .....,5 .A~ r -" ~ , 0' , , ~~ ii'~," ~:!; B~ . ~ ,~ U fll 0 ~~ 0 !!: ~g , Ii 1 ., ~ l{1il=m II, !~ ! I" i~ ~ '" ~ tF J .1'., \ " ~~ h :::~" I" ' 1:1 Ii I' I I '. ~~~~ 'I , " I ',OJ il .t '. 10 -fl: >HI', nili ~ ~'=B'n ~ I. !~ . c"'il ~ilE ,jf. I! , il II ~f~ !:l '! f ~ ~I:\. i '0 i! '.' ! H~ ~ ~!, i~ ~:~ "' iI" a: ".I" I , .. I a.'" 1\ H~ .. '., ~ . 1 It~ 1 ~ ;l..,n r I , -,1! , \ : I" :' Z I !! If Jlil,iiUj iH.1' P;;P'I; ~ ,. I: If! t ; "I' ,I" ,. I ill ~! !~Ij! II!! ill! '1'!i~liJI r .' >'.1' II 0,.1 " I ill ili1Ii Ill! " I ! l 11 Hl~ jl ihi ~ · 1 I I! tll' e IiI: II ! Ii ,::! "I, !fl t jlf If t i Ira , . . . p . > Hi . 0," w~ ~ ~h , ii~ i' ~ ..,~ i ~ CI g I', ~,p ~ G tE %I I ' Ii ~ f~ ~ iiifli i n qiHI ~ Ii dih I "~ , - i!i! ~ r i If f i q I t r". I 1 rn ~ I D [ill ~0O I .. \ ; \ '" ~ . i:.'i .. , "~ r-..) , ,., I , ! " l , ~ .." . ~ I~ IE ~! n i i ~ , , e , l' Ii ~ ! .., , l liU ," n i ! I ! ,~ , ! g ii I I j z i. ... I, 'a . 0 0 ifo , ! I I o ~ . ! ! " i ! , ~/j .~ ~ l i , E 0 0 ," j , . , j ! , i ~ I! , 0 ~~ ~ ! 10 r m Q m z o . ~ . 0....... RobertsonlSherwoodjArchitects pc ~ Site Review SubmissiOn: Not for Construetlon SITE PLAN ll,1,..,.._.,,'....S40 ',,,,,,""0,..,,,,'110'" ~"'1"'2.60" I ~.WJ"""""'''''''''''''''''.'''''' 'S411J<lSAJo< CAMERON McCARTHY 18 f(B 2011 "'0;.<' Glenwood OJ) Medical Office BuildlnQ uu,,___. ,-'.......,- ,., ,;'.1 -.'''' ,. , Job: Type: Notes: 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 ~ 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 ~.. PRE-5UBMIITAL REC'O FEB 2 2 2011 ~ . , ; , \ \ ,\ ~ "\ "'--\ "'~\ -'" >- i:o\ ~%\ \"'"" 1'-',,-\ \';."":.\ \-,,\ 1'''-' \Vl~\ I::> ' \ \ \ ' iii \1 \' I! Il t\ \\ ",1' ~ ~ - ~ II I, \ i"\ .\ " \ " 2, : \Ii; 1 " '. \' ~~ j; II , I ~~!.!\ .~h\ \ \ ~ \ ~'. L ".1 lb', \ ~\hl \ (1\\\ \ : , . ~~ ~~ :~ Ii I, " " ~~ ;i " il " ~. ~i 'j ~~ ~~~ . .i ~! ! ~~ I' ~~~ !!'! !II I" ~! ~~E m ill ~~~. Iii ~::~ !~~ i~i !~~ ~?! 0;:.. Iii ~_.r -w; Ii! ~Er t ~;~ ~;: i:! ~ .: ~gi: .~ir~ g~! ~;;h .~. , "Ii ~~ E~ " " ". " '.... ". '. ~ ~ 0 . Xo ;::1$ ...... " Ii. "~I, ~~K ~V -~~ ~~i h~ ~.~ I i'ji~jI 1 II! 1:1 I , i! s ~ ;! 3 i i i i i II \ \ j I! . 0 '", . 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E . . ~ T--v,--r ~ o S ~~ Il)~r-. :g:!~ ----- ~ REC'O o < NISV8:8Iil OMp.SU!Soq\lJOOllCj W~OiS - 6ILOLI\S3IGruS-SH:lOd~Cl\dO POOMU~I;) - 'lBOLr\OIOZ\d\FEfj1~nLl"'201t " SjJal!4"\i1 POOMJ04~ uOSIJoqo!j ",,~u>>arO''''''l aos"'S~"''''OJ9''''''L ..:,..-::,-;::.:=-=,.-:,"':.. :;;.;.::..~:.- ~~~ul6u3(jWiJflSlJO:J '" ! "",.._0.......' ! ..-....""""'.... t1UJPl!ns 1:l1ll0 J~lpe~ dO pOOMUil~ "..~.. I~ NVld Allllln '3 3~NrVtlO W!:I 015 . IDZBJ.91 UDlPfUl.5UOjJllJ,ON :UO!5SJWqnS Mill^ltl ~S C\J o '''0''0 @ , , . ~ ~ < " ~:)~~~~S:l:;~=:3~~~! i E ~ ~ ~ ~ ! ; i ! i ; ; ; ; ; ; ; ; ,!::';~:>:~'l:l~~:iP::'~;:; " .... -:l ..- ~ ,. .. ,; .. 1'1 " .. N " " '" 0 g~!ii.i~~Sd~;;;!~!ii~~;!iiUi I~~~~~~;ii~~~ e~e~~ '" ~ iii B B liI 51 l::"": ....,,".. . " l i ! 'I II " U 'a ~; g! g !! , , , I " / / I, I.: i'" II'i, i' . .,.- ~~ "I". '" , I'. 1\,1, I " : ], I I i ,. 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Q I , I , " ~ !I i Ig ~ ~i ,0 ~ ~~ 1 " , \ ' '..../ (l ,I. ~p ~rM '-. t , t" -. I .,',1 r"'-' . " , " .. T--~ 0\ ~i '" 9 ~~ ..; H ~~ . 1 '. llOI - llOZlI:l.J8L C\J ....J .,~ I orAl Ig~.. !b i~ Ii ;!l: d:!! .r! b i I z <( -.J a.. -.J o 0::: I- Z o () I' -.J <( () ~ ..p&IN>I\II_I....~MIllI~O . . 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 ' ,~,:"";j.:.='.,i:',,,.;_, ..-,'~'~ .' N~liV~i;?O;\"~i~J~jilf:e~~ed Infiltration Rate (It"',): n Botto.m()ff~CiJllY Meets Required Separation Frarn..- Higl{G'FOundw'ater'Per BES SWMM Section 1 A: 1 : Correction Factor Component fC~i;'l(r'!ng~~.fr9m 110 3)/<h_ Design' Infiltration' Rates Idt~f;::f?t!N~.t!_~~ (lt~sd',qEi:t)~~:---~..J'-. -""'/:_\'"" ! i ({ I. t,,;.::~'"Il''''~~;~I,,.,'~:).l I ;.rr'dr."':iJ.'."tj. _ _-','-: :t:;::_~~,~_--':~' 'd~lh~!9!r!.mRgrte~:9~ow'~.Q\M~:d1u,rry;. r "\,,\ i r ,..II , 7 in/hr. ". Yes. ~1:;;~ "., \---- '~t.;'i:W~.<.'I~%~~:~~":::~ , ._,.- l~_;"""__\ ~\d1~~ ~;~ ~a;~~;;:t~,!t~~:ii::)ji;;; , I II fI',1 If :,). ';' i! -;J U :;, . t'I, ;';::. \!{ ',""" II .l' '~'--"i :-r/ " " . _ n SBUH Results Peak Rate (efs) -PR 0.081 1027 -2-yr 0.278 3558 -5-yr 0.339 4372 -10-yr OA 5189 -25-yr 0.461 6005 0.5000 OAOOO 0.3000 J!! 0.2000 .!:!. ~ 0 0.1000 u: 0.0000 -0.1000 . ----=~ .- o N ~ o .,. N o <0 '" o '" .,. o o <0 o N 1-- o .,. co o <0 Cl o '" o ~ o o N ~ o N '" ~ o .,. .,. ~ Time (min.) 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 ,/ )';;:)1;;W;';:\1~yg):!1J'7, / FacilitY Type'::=])" Basin I' ' , " '/1'"'' '" ~~2;,f~f4P;!J;~~~~~~~~?Y , -':-~. Facility COfifigtf~ation: I " . ~ ':' . c'. PLANTrR-I-~~~I[1 , ' Facility I Storage Depth 1 aoUam Area GM Depth , --'i- 1 "..-.~, ',' ""," -, , ;1[r (:S:_fi:}', E;\~ i Fac.i.1.i~_ Shaplf.~ Amoeba I ..'"__,"-"r."'..... . ',",'-'- A " ..1 -~r~'.-.:. ~~~.- r.~;~:___ ~~= Side "x .' :t'f.,1 ttt~,;' BELOW GRADE STORAGE 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 ~,,".'l.,_ 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 !:!- " 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 :J 0.0500 .!:. ~ 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 'I II I' ~ .I _,,- " \. ....r! (n If ii '. '; l ~. - uTi I :/ I :; ! :->~-:>~-- \ ~~~; . '. . Yes , ~!.~~ !~~~~!~1~~t~1~S~~ ~1i;i~::Jt~; ~' \. .' :::\1 " ''\'. 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..~ .,/ .""~\~)~~;; .'" ,~-'" -.~'~ ",.:.\:,'"*'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. ~.0500 L-....,...,...,-,t, \ u~___.".._""__"'_""",...----------...,,,..'"'.,,_',.,.,__,..,.._.,.._,,_.,...,,...,,...,,..,,_ ./'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 N ~ o 0 ". <0 N '" o co ". o o <0 o N .... o ". co o <0 0> o co o ~ o o N ~ o N '" o ". ". ~ 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............ ~:~:~~ r"'."'-/%"'" ....~-"':"..=-=-:~..,."':'.,.,T",.".."..,."".."'''',.,,.,....,....,:.,.,..,..-..,..,,.:"'.". -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'~~:'::~":',:,-_,--------; """',' I ~gn} ~'~;',i.;fh_;"~!'>. I'::S. _.. ,~_,'.VI .'; "." i ;.' \ :'. ,f i! \ \ Yes "'. '<.", . ,'. -~--, _.1 i!~{;~j~. i<-., '1.:,0-" i,'" --' ~~I 1\ " , - ~~' 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 0.0200 '-, ..~O-.. -- 0.0000 "" .,' 0 0 0 0 0 0 0 0 0 o' 0 o' -0.0200 '" .,. co "' 0 '" .,. co "' 0 '" .,. ~ '" '" .,. co r-- "' 0> 0 '" '" .,. ~ ~ ~ ~ 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:.: -:::- "' 0.0100 __nn ----- ---mT \;:---linn- 0000 .. ~l -.-' \--. '-' ' -., ._/".0 _ __n_ _nnn.._n____._____ __nun___ ____ ~ o u: J!! .!!. 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% \nn.. .nnnm......nmm.... mnm.n.nmnn.mm,.n . ~.:-:-, . .~........~ .,""'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_______________________ nmnn.......n...m...~....m...nm... nnnnmn I 200% '5. Uo .l!! .!!. 0.0000 ~ o ii: -0.0100 -0.0200 -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' (:. , Id;J.i118~fJ:i!p~[te~"Giowfii~"M~dlliili:7-n~\-n-T~/ . J \ -'CI if\ d i, ,1/\ ,'..1 i- i ,~,' .. ~_.-..=:::=::=_. i l !i ~t Yes -..... <:-~".. s;;..'"'-....} ~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 u: 0,0100 -~' 0,0000 CD 0 0 0 -0,0100 1 N 'd' <0 ~ N '" ""------. ----..~ --,-.._- g 'd' o o <0 o N '" o 'd' co o <0 0> o co o ~ o o N ~ o N '" ~ o 'd' 'd' ~ 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 ,I' ,~1jj:;~\t~l-,,_~i:;<:~;' ~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 . . 2 5 ~ ~ 7j ~ J " ~ . . c " ~ ., o c ~ g ~ " o n . ~ ~ " ., . 5 ~ o u f ~ " o ) ~ . '8 o . . . . c . o O. ~R ..!~ .g,g -a ~~ " " w. ,gg' .~ ~g ~~ ~g ""IS ~';i' ~~ i>. ;g5 ~~ ";Q. . . H ~~ On " , =.. e''E " . . " , :: ~ o~ .. -. " . o~ <~ a. .. ~. "~ ~~ 0. ." OE <. ~& -, ii~~ s.M; = 0 CD u-. 2~.i 1ii&~. E..:r.; "! ~ ~ 5 ;; :; u .. U '" u ~ e "- "- <0: m '" C. E , . e ll. ~ ~';;'~j' ~~/ . ~ 'W <' .. 0 , . ~ '!-: iii i ~ " - ": .. .;.; .. . - g ;; i ,~ ~ = 0 . 2 . , g,~ ~ 0" 00 1 u ." .- " .0 . - ~ EO f~: ~ ~ ~ I ifi 5~E . , ". ! g>,g g . . . i> ~ '. ~ E , ~~ , : . w 'u ~ ~ ~ ;; ~J! ,~ . = ~ li . ,. . c , . . ~! ~ 0 . ~ . . , ;; ,. o' s '! " ~ . . H S ]~ , .' h . .~ g 8 ~ . ,- ~:s . . ~~ ~= . < . . s , . . ~! ~ ]~ .- s~ " i~.. S .. . . ~!~ . 80 u 0 s n , . 0 'il S 0 . =. " 1" . 5 . i I z 0 . . . e <:~ ~ . w, . , .. c. i I III. i! II I" i IJ' --ml '-j~--:-,-+--jll . I I I , I '1/ i i I J ! II i i 'I'I! _...J-,-L~.J. L.L'nLIJ > Ii I : I I! I ,//1 I~ I " ,I i 1_.-1-"---,- '_ . " M . ~ C -i ~ : I 'n~1 II I: i 11 'I ; t r, ~ .-.. L.'_'''':J _..:..'.: _ ..L"t , I I '".' . .', ' ! . ' . j'l II" ; ! ! ' I ii t O~; ,.' I": i ,I · i i i : : I Ii " J~."-I'l'~I':t"H-I~.I-.;:'-. :l.l-I'-'..I'!~.',,"- , M' . i . .~ I :: 'i .,:,' X I; 'II:! i: 'I'LL i I .1''''1'')-'-'-'--'.'' l-L~- '__..c.__ - '.! I, I", I : i ' , I II "i "?J, .' Iii : 5 i' I ; .~ ! ' II ; I .j ~..,... I I i -; .' .. I ..' X '~i I: 'I' i, II' " , '-i -Il'~--'-I Li~'trr-'-'I' '--: ];;:, I t I ; j j 'II I I I l< __;__L L':...1,.__Lj~_,_,"-,j L__ ,,11: II I,: iii'!, II i " Q I ) I ; . i . j , J :~.TI' ir~n:.l '-.i,.'., ".1 1,';,:-,:-,'-' i .U....:..' 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E .!.-t", eo la" .<. .. ~ ~~ I'ccccccccoooooooooooo~ :0 ~ g~OOOOOOOOOOOOOOOOOOO.~ eN :N :1;:1 " - ONcoooooooooooooooooo J< . ;il\ ~~ ~ ~~ooocoooooooococOooc_~1 eN _~ ~~: ~~'ii ~ 'logggggggggg8ggggggggg spoociciciocicidocicicidddo~ci l< ~ '!~~~~~~~~~a~~g~~~~~~~ s~OCOCOCOOOOOOOOOOOoo l< 1~g8ggggggggggggggggg i~OcioOcicicicicicioddoocicicici ~ - . ~q~~~~q~~~~q~~~~~~~~~ ~oooooooooooooooooooo~ o . o . c ~~oooooooooooooocoooo@ ~~~~~~~~~dd~ddddddddd ! o J ~ ~1 -"., ....., l~ooooooooooooooooooo=; > * o8ggggggggggggggggggg <ciciciociciciciciciocicicicicicicicici J~~~~~~~~~~~~~~~~~~~~ . 1~~~qqqq~qqqq~q~~~~~& ~oooooooooooooooooooo '080080.0080.000.0000080 jM 00 000 000000000 0 s: .oocic;iciocicic;iooc;iocicicioc;io c;i ~gggg8g8g8g8ggg8gg8gg o doc;iocioooooooo,ciciocicio ci 1~ggggggggggggggggg88 j!cidciciciOO"OddpOOOOdc;icici !~q$~q~q~~qqs~a~~qqq~ J~coooooooooooooooooo ~ o " o ~ ~N~~""~~~~~~~~~~~~~e~ ~ ;; ii PRE-SUBMITTAL lREC'D FEB 2 2 2011 . . BES . Presumptive Approach Calculator - Ver 1.2 PR Con-A&B ~ " ~~ bt"m'"OO -0.0080 0.0100 0.0080 0.0060 0.0040 J!! 0.0020 2- 0.0080 0.0060 0.0040 0.0020 .l!! 2- 0.0000 ~ 0 ii: -0.0020 -0.0040 -0.0060 -0.0080 Pollution Reduction Event Surface Facility Modeling Gienwood Op Center .2/16/2011 11 :38:24,6.1\1 \'Vest Bikepath 1 -Inflow from Rain Event - -Infiltration CapaCity -Infiow-Infiltration ~Overflow to Approved Discharge ~.- Percolation to Below Grade Storage - % Surface Capacity Swaie A 0% : ~ ~~ ~~.~ ~f~:~'~;'~:~'~=~'~;~=:~;'~'~'~:~~~:~~';~ ~;~.~.~'-.~=~ ~:;:~. I~ \ l ....nm::'::)i~~..::..::m.. mm...:.:....:::::......:.::..:...:.:...mn...n..........m.. ==; 100% ~ ... \ 1500 2000 2500 200% Time (mln) Pollution Reduction Event Below Grade Modeling -Infiow to Rock Storage - -Infiltration Capacity -Inflow-Infiltration -% Rock Capacity 0% ..::- ~ "":::-:::.':" r'-::'-'- ::-.:-. ":.:::-.:::: -:.-: '::.-:"':' -::.':".- ::-.:- ":.:::- -:;::."':' -:.':"' - :-.:- ":.:::-:-:- .. mmJlmmm ... .. mmmm \ 100%~ ... o 1000 1500 2000 2500 '_..o_n.._n_" u_n____nn_n_..u___...___.._ ...._nn__n_____"'______ _________..nn__n__________ ...n"__n_________. ....n.____n........_.,_____........ ___n__'__nn__. ____n_n___'____ 200% Time (min) Printed: 2116/2011 11 :38 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 Center 2/16!201111:38:24AI\iI West Bikepath 1 Swale A 0.0500 -Inflow from Rain Event. - -Infiltration Capacity -Inflow-Infiltration - Overflow to Approved Discharge -.-- Total Flow to Below Grade Storage - % Surface Capacity 0% 0.0400 _____nn..n______ __n_n____"'_n 100% . 0.0300 Uum .._n..._.________..__. ---------------------n____.___.____u.nn....___________._n___.________________._______ I!! .~ 3 o ii: 0.020"0 200% __u_____n__nn________________________.___ --n-..----._____..____....n______._..___....___._.__n....________ 0.0100 m.um.uu 300% :; "- '" _un_n_n______________________________________________________.--.-__n_____u_____hn____ 400% . 1000 2000 2500 -0.0100 . Time (min) 500% 10-yr Event Below Grade Modeling -Inflow to Rock Storage - -Infiltration Capacity . -Inflow-Infiltration -% Rock Capacity 0.0080 0%, 0.0060 _nn_ un____n ----____n..______.__n_____ ------------------- 0.0040 m/uum..u .-------n-_--.--.--._____________________n_u -J::- i 100% 0.0020 :e ~ 0.0000 6 3 0 ii: -0.0020 -0_0040 -0.0060 -0.0080 500 1000 1500 2000 2500 :; "- '" 300% _U_U __n__h___n.. _____u___u____ ____n__ ,__ __'__________ _n___ ___n_______________________________________________ 200% _n_n"_n______ -nn_n__nn_unu_n _ _nn_On_ ___n_'n__ ___________ ___ __u______ ___________ -- n_n_ n, -- 00 n 'un_ hn__n n.nu, 00_ _hn_hn __ _n_ n.u__ _nnnnh_n_ _n__ _ .nu__ 00 n_ nu 400% .--unn_.n__nn_nu__n_____n_ noon_ un___ n_ u _ nn un 00 _ n __ Time (min) 500% Printed: 2/16/2011 11 :38 AM 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 " . " a o ~ ~ . N.E.l/4 S.W.l/4 SEC.34, T.17S. R.3 W.W.M. LANE COWTY 80~' lIit'" SCALE I".. 100' 1ol04"." -- ~:..,.,. f."";;<ir;-""'" ;(\\ -'1":"1 !,:,;_I :1 ''")1"-='" !'I,,} !LJ SEEw.P17t1J3424 ,..... :-<' ~ ".~ - ~" " o-e" ..~.(>-D :;.,-/.,,, ~ ,.,.... AME:TT .", WILL . .~ '".~~o~I' ." eo~' ....ll ....- .~ I'(\\li'}, s. en ~1 II )q" :",11 ~=. if"! . '<,..+;\\ 'lI"' ',"'""":f Me KENZIE {(";:f:;J~"--= 7,\<", ,-"" ""'" ~ '.... - . '().~ ':1";, C " L"';;' ~. ., .:'~ '.~' -, r. \.."" . ~ " " -''''~ "'.. """~/VtR rn1 r~.-1l ,.....,. ,.~ .~:' \uU'~ j,j) "~;,,''11'"1\ .:"'''' "".' I:.J IJ,,~}.,,-.,,;t.I~!~~ " ( '" ~ ~ '" ' ~ "e c" c ' , '-' ...--'" .-P~"'" . 0"" I.-. '\ ft: 'I Q, Ou1Lo1!7 J 5::)''''''-0> ~ .~;:..!O JDO 01; I ~'__ i . HIGHWAY .. .....!l!l"';UoI!".$-c-.,.~ .;:.... . '.. '<:j'" 0 1.~OO.e. . ';;, ~, ~ ~.;, ;-;~', ~ ~~ (l.." (}j , ., SttlW'1703,U,<f. .....~..'" '" 17 03 34 31 NAD 83/91 '- , .,"~ <. ,'-' , .' - , ~..,.<", '"'.. - ~ m ~ m ~ ,......,". '." ~,"..(,-.- c. ,i:-- I .,--:w ~--- j II . ~ '"" " o o I ~ ~ 2001 , Cf 1'_1 , 17 03 34 31 PRE.SUBMITTAl REC'O FEB 2 2 2011 . . ) . FOR ASSESSMENT M1D T4Xi'JION . ONLY S.E.1/4 S.W.1/4 SEC.34, T.17S. R.3 W.W.M. LANE COUN1Y 17 03 34 '34 SC'.LE,",,'OO' IJr~1 _ ,f'-..m; (]-,,~ ,... .....~..;:-L....., ;"~ Y;',_ '"="""".....:::.:..., . ;t":"~ NAO 83/91 , - ~ ~- -.,""_---1:..::""" ::::~ l 201 .....,,,, ----- ~ 200 100 ..... \ 1\ \;'i iOIl4H4 \; 10' .': L1J I'." I ~ "" _...... w -. . 1 ::I '1 . .....,~ -."to;::'_l ~w. -ii, Z ,... !"1!'~ i~~~ ! i j , ----:--,t==-==-=::-:::::-:::=-----~ L . I . - - --- j ~ W!---- ',-' -.. + ----- --.-- -=~.~-- - J~Bl<' . -I !~ II S 171., ~ ~s ~:! ~ I" ,/ 0(l14~ 7~ ~~J 161~ -- -~l2Z-----.t=-~-!=.l-----:.:; o I o J. o i~ ~ l' z ". (,il w. :::';':< " ' ,- ~ ....;J ,~~ i ~......._ '! -::;.'" 411 ~ q> ! ~ . ".. :'1/ " . r"~';-~: - ,:;-';i,;;;O::_,:~~~J~:,6:"'';~-'_''~7~~~'' !k /. ~....-~ urll -eee- ltac --- l~OO '1400 ~ ii!l ...tt--i--t___:':':"'~t 0.;12>1:.." ..f hi! 1400 f' --+----. - - - L__t ~l "II" 11.7.01:.. I 1000 61100. 1200 ' 25' ~: ~ . =~.,., . . I ~ I' [) -~4.' :'~ , I i I I. I 180';" I i"""'"'''' : . I I . ~--------;;:_-= ,_*_~____ 1425 . 1 T I~'''''''''' ~... ~30 SEEIU.P1703:;432 , .... -L.--". 1......-- ~ -.- liD' -.- -~ ~ ., - '"' - ., o 1;--- - - - -- -- _~!-.l_ ,= TA~ LOTTED ON Jo!A~ 004H4 L '" > ..J .CO 17033432 ,00 , -. , T"'~ LOTTED 0"" Iol.o.P 1103 !.433 ~ , " o I , I I \.- r----~-~ i I , I , ~ t' \j'lO GLr:- i D " , ~ ;; ~ iii- .. 'i' " o o 1" ~.~----- , I , 1\02- D.">!:,. "'" 1.4l'M;. .130\ "' 1.1600 I '" ;g ~ a " '" 'I OJ .' J: g 17 03 34 :14 ~ <> <> D 1701 -' ~.""""";'T" ", " . o $EE?1oW'111030!2 ",or' PRE.SUBMITTAL ~~EC'D FEB 2 2 2011 . . 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 ", ,,' , , , :' . '. . .' '. " '. ., . .' ..' 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. , .. p-Z., 18~ Silt :!:1.5 ili,fht.. " " '. .. ,,/ , 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 . . ~ ,:;'::J[:" t,,:;'€j~,:"lf;;",;J'H t';~; ~~...:~iv.. ..&:t...-J'i..."~, .' iJir.., ~,,..i.~',~}' .~'~;~~~ , ". i" ':4 .' $, '". ~,'}f'" . ':..: ,:~..t; ,.~" ,,'~ ,,- ~ '_.., / ~'~i{ . ,ilfl ~ ?1;~\{.. ...._.;;.:~~.,.. "I' .t. . :)~ i ,;.. I ;)". '<""~~;';~} , .' , 'i FEr 'Testing" & Ins~e~~Qn, ,inc:, GlX.tedYtlCOl &'cOOstiuctI 'SOrVI" ' . .... .'.--.. "', ," .' _ 0(1,.". ces 2llS40: a AItport, ROad ' Eugene, p",glm lI7>102, " .' " pI>ono-C54l1 6lli, n,1!1 ,lax (5411.68403$51' ... . -. .". . '. '\(ICINt'rVMAi> . 'FIGcRE No." GLENWOOOOP PROJECT , :eUGEN~ OREGqN .,'. t. .... . ". ,.1\.' , , , PRE-SUBMITTAL 'REC'O FEB 2 2 2011 ':" . . -,to '". ".~A:" '\.(./ ~ , . ~.':': ,. '. ,"; ,. ";,.", ..L ~ :'1~:" .{ .'q 1l :' ;:.~tjA \ ,. , . . t~~:;. ": :.::' ~.~t:- ;," .<,>-~/~~. . f.; ~I;;. ,~~::: ," .' :\ ~,;{ ~,;j,'~ if <: .' : '.' .'~il~:~ ....~.......il..... :>~.~~]..". J;. ; .' ;t.':; ,'. ,','," ,:;: ...,.:tl)i; . .~._.,-,.,,!....,:;..:. .;, , .. , ';1 .. j .... \." ."~ ,:'. ". " ,;;. : F-;t'T~$ting.&" lris~ec}jon. In'c.' :' ...~coI &,~",.s.,vlc.'" '. 29$40.B'A.in/ortFiciad Eu~OregOn' 97402 P/!one CS41) ~B lax' 1S411Il84-88~ . "SITEPLAN... EXPLQRATION LoCATIONS GLElf',WOOO: l)PPROJECT eUGErilE. OREGO~ FtGlJlENO; 2 PRE-SUBMITTAL REC'D FEB2 2 2011 v~ ... ',/ 1"j.!4cl';II', ~..,..o. ~ - . - - '.. ~ .......//$ -'-;;:>y:;:; ~. . 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 "'.. ~ "'~ 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. 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Il. :5", " . ~,;. : . :unnJnl~&;,hJ;I1~,~ '''V,~Jh:' 8,20..ieot'. i:--:{~,/, Eest. parallel, I'i ~h a~~A~"le~;f'.;l,~u!:horlr.;);..-:,:-:;'\c!~",' froln ! when ltIeA..\lred:o t?J1'1liht;icn.r;le. .,~o I ~~"";,:..-;.--.~,,\.S" the oo'utherly 1 i M'l:6.r:~,.th~4~;i~ g,~.c. ~r;ii;h"9i;- . ,,;...';;.';':' a d1ctance of leP...3:.:re~,t,"".ltIor,o!t~1")2o~'.'~"~f:i(':~~~Y~J thence tollow1n['. a:'c1lrv:e ~'~q~th.e.l;rklic' 234 ;;;~:;i;',-< feet I thahO e ;,Oltth.' .702 ~O,!\'t~'n~~fl~::ro. t.t!"o)'e.(,~...t;jj Or les e,.. to the ':\?o+nt:::':'O;('I;l~nqtl1g,q.Tt!.n.~th~~~';'J'~,~:-l..!,~t:.,"".~. '....;... ;:'.., EAst Hne of. lot 10 of":;;G.le'Jj\1oodM,;>ark'Si4" ... , te6t n,quth.ot the 1l~r..f.n~iQ~~q'rnir";:\ther~~_~t1' ~"'.- ,. ,.',C' "'.'. . all in Lana 1,;0untyp"Dl'~gOl)'J?"'~~~tI~\1l"'11~~.",,;<:, "<::;'~' "': .". . '...", "1 '.,' "-"ff:;'~~""~<:~''';''ii;!~iii)f('\~''O''''!'&>''(:'':'';'C''''i_'';' .'. Sarah Y./r.1. "h...,t....,.'.' a ., ," ... Beg'i,;~lt\''''at. i":p"O'ln't~;;"1i1-?tjlN')~e'""t'l:1"I<e Of/';':;' -2i!~' \.-" " . C> .. :J., "" .~.<,~ ,'" -'" ",......,., "'0. . "1doy, Lot 1, BlOck 2, :!1d17ay<"'tllrlc;".~6~~.;fent. :lolJth:':'o/ \l;f, of thS. 1101'~11Weot. OOl'he'f;Pil:if'iln1iing;;;tlieiico',,;,,;,:\, .~"; ~outh <ia.t~l'lY .il1on&Jil};~U-fc~~71:~oJ\'th~;i:left,.\~:.: : ~aralJ.ol.,.-\V.!th nhd_,.6'}'.~Jit~~'''):i~'hYJ>~,n'r-~~;;, "~;f; '~Jli" ltIeIJ'Ui'o!l 11~. jliif1itn.O!:im:~~~i]:\,j;Z.t!?,g*;~.o.!1 ~her1y.~.: .~!:-:-::{'4'( 11ne 'of'.. the :'aoU.-t C~il.!gl1tVaYr"n.\:~L!ll:one e-:of ," "'-.'V',.' 1~7 ." .' "'.....'.l."......,...'<""~th.'.'."".. 'i .... '... o "t:e.~ "j",more:'.oN oSll.1;S,~..~OJ~ .~,:.P?.il t..'o,. ....:. :'.p endinc; On the ~a"t lin,!l.;::.9~Jpo~ ?j';.'3loek 2,.. " '.;"., i.'1dYlny,Parle, 6.4 fe~,t,gb.B~~.;;;d.ri;;.~h~:)I.~rt~_A;Y "::;~;~~i' east 0 orner~ ther.e,?! ,~,el~1\@.nill!,nn~Piqi1tJn, ,y (iDl'ileon ";,,~ . ,. : '."::"!'?'i~~f;:~~~:f~~~~~r~~~~€fi:1ii:;:>? ';'" :. ,."... ", ~ .;. Be!T1ntil'i.(~ ~+-. '" .:...t.... ,". . " .~. ~..~ ,,' .....~, .:-.:.....; .'.. .:t" ,Ji H. .Beok. and . ,M~l'1annil Seck, hi. "ite.. , ,~: " . '.::.'t~ .~~_. ", ' . '::,":"':;' ""'. '" 't,~.' "". t..,c. lltcholJ,. Veva ;11 choll , 'and hi. w1fe . ,iqfl!J/1r ....... ~~.: .. ~..." ,<:.; '..... -," " !' ""I1-;~ ~lf~~ti~~'l!:i."\fiii-.'-if '~';,.--/<i.. ~j'::-K:ii_;.'.' :; ..- -~>.;J<"':\?,'3':t'~ Jl-'.\.;fi:'";'" 1$' ~ii"~.l r.. -..,' ;~. "'."",.: ~ .. I :.i r;n.:',~1o',. ',i)""~ ,\~.\ ,;~i~{:J.-'~~Jt.:.:,,';<\;:: ::.-/ ,;.,.,:~ .;.: \. .'. .' .,_", ,-.~...'; ,,;:;:.t',:;l\f-';~'- . ~;"Jlllil\:.~ "If off';' ~':'I"...,~~ .cr:. ~~.....~" ~-'"!'''''...-~f.':'~ '.;" ....;-''(~. .;:t".....a . ,-~~~-:A:i1l{.~5i.~..i,..<, .fJi.~...'if.~' ..- .';, ~ ' ~. .. ......-.;, .......~:'li.~:..ji...~?", ~\;~._1!1.~~~,...~ ..:'..~~!'.~":...!.:....~...-:"_.,. ~'}",~~ . _", ':,,',:f~ ~"..:.'''',.' .',,:"__,':,.. ";. " ;-{~ :;::;:"""""""'~~"t~'."";~"':>'f'\;*" "~"m ~1t)9 . . .,0' "~' J,. :-- " f. J' fr. ~~ .. ,~. . i' if; " ~_~'r ~..I. ;]{ 'Jf/f" . '$. :1,. : . , , ~ 5{' .' .t:~i~.", ~~!e . . ~,j~~: . :::r.o" . . ~",'" . , 'Ik >,\ i~~~' ~~' ~r. it~ . "I~t-. ':,,'. w:""~' . "'.~":, , j,r....",. . :tl~k:.' . ~"'" '.' . '&(~,'" . l~r' .' ~li>t., ~, . ~~~.: . ~, ".~ ~-;.: ':,' , , ,,:. I . , i 1.~ j I i , ! ~r:' r:.~ !Ii:; ,. ?r:. .. '" " ~~- . '.-1.' " ..,.~ . ..~~,1~. .' ,. . i; .-.........:. !V9.p :1. Sf)lcer: Dnd '":lorenoe ~'rioer, Ms _J r~.. I. I I. C!lr~ ~:. ..ar..:'ler, R "f :'l(le mm. '. 'i i':nbe1 ....:. ..c';ln 1n . o'n'1,i,:~r1on :,'. .,.ei;b..~n. her h~.'lbhnd' ?are ~ . t:lenwoort ':"!'I_e;nont. .'::-" which point 18 4'7 teet from (when melleure'~': at right angle. to) the centerline of the relooates Pae1flo Rlr.nwaYI run thence 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 : ,u;r. ~t ~,l'! ::. .~, c!lr~cl' ;'I~ 03t ~ ;''':r::l :,':;~('!'; ~. I,. ... ,,' ~"S, u11 ~~ ...nr:a. ....,'\1:...:.,. ;':'n,':,;",. ~'O;rln:-.!r.; ':'",1; n :,:-t:'lt .m :1:"" .r.::;~cr1" l1",e .,{ e t..:'r,.ct of l;.:1e In ':.1'::;1'1.1~:j l\.r:~-1n FJC. Z,.I, .;. I" ~'. .~, ~ 'i. ". l., lM'l::'JC ':Oll!"t,~'. ,.'7"(r.", "r-t.~l 8204.~' :"nn-: 4.15.4 fet!t of .R' .,1r... ;.1.7 fee:t : "l-:.h 01' ~!~r. ':or~:.,~!\:".t f:'lT'r.':l1" of f,',,:(~ '~I:'~' ....p..~.; ',1... ,7:;r., rn:-n'r.r t.l-.p,nl't: '''')f'I-;''' 1:l2').;:~I:!':"'t. ~!n t''''fI:~. t:'l tb'l :'olnt of l":,....~\...:. 'm l~".~ n;;~. U:-.l!' ,~t' ~n,'. ~ t,r'iC~ of 1 lin.i. , "";l':;:~ .~:'~"4~' r.ILH':. cGf:.,r rool;, of 0. :I,'!:' :. .7 r'J-:t.: ';:\::';" t)f tb: .:')r:;!:('~.,t i: ',t:-;f ~ 1C ~'B~'~ ..,1.,(" ~'c~1. ;.~~ ~l)n"e' '1f.!~:::::"'.-! l :~~f': t:-: 'Ilr~.ll":l tl') :\:"," ..... ; ~qt. ~r;J' - ...... '#_~"".:I'~I ~'. r' M ~,:,,'l,~:;'" 1 ~~'. ,,:"":.':" :'cnl.i'lr ll::~ .,., \..1'" rl'J'.r~c ". !~~:":', ~,: 1 -.r~!J'" l:.r.r!",~.I'~ Il;';U ~""l~.t", :r"! .\::. :Il,.'lnnln u:;. a ,,;l:'lt n'~ 1:':1"' Wt:l:;-': 11 n~ o!" 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' ~'-:./ t,t an,'l~!l to) t!"lt: ; rplt\.,"lrl:' llnr, :';Ii' T,l.e e:d.o:tln[ "oel!"',. . ~"~rl:'l~', to,., ~:"p. .,lnt "r- C'n"\tni", For::.h ;'10:",;' 'n~t :.,:.'..1 f'''lI:1:. ""!tlre .. ....;.. ,!. '.',.' :i,E'c.l ... F !i>' i .,f .,' if\E.SllB~ITTAL Ec,J " FEB:2 2 20 1 ~; . . .' .. ~ ,.;.~ "~:.' ;:..~ . " '. , ",j I. ., " :.~: 'l"'~; >~;~:',,;:: . ;. ~.......,. ,., ~ ;" ..... .~. . R ", . .' ~ ' " l. I .' "' ,~. ',.' ~-"'! . ..~,..' . i.l ~'" ,1</'.',. "'(.... .' . . , $'o...-_~. ....:, ...._'~,......~.~;....~~~4 ~J '_,~~....."'; ....~;.._,~'_ ,~~~?..f,j}' ~'1~~ 'JM.,-.~;t:;~I'.'~'~:"r':"" '..;~ '!:;'f~;,"0.J~.~..\I),.~.:i"~~ -;j-l;,~.z:rt:~t; .~''::'r.~.-i'~~, '. ~.~~tlr~?!'~~.. ,", {'~r\'~:~":~;~'~;~~~;~i'~<;-'Tr%f.:t::.>,,' .~~~~~D~f~~;~ ::t~o~:. ~.;;'~t ~~..;~... ' '"68"li:i: Selie :set '1'. 1.7. 8. R. 3 '11, i1. 1:., a1:l"1D "-Lt.ne County.. OregoD. . I 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. ;::!:: '-,." " ,'i' ~~. ~.. ,. , ~~'" ' :.','. " '. ~~ i'. ~. . f. ij:: ., " ~, ' .. . ~; :~~;. . ..:,~~, , r::" .V'" ~r-'-:... ~.." . r' '" ,: . ~~., : ,':~ . ~':-.. . ,,:.:.: 1;-' , ,',:: -. .i" :,:".;. '..) ;)-'/". .:.:> c". ,':":' . .., ~ . '. .~~~~(, >~::.,:" . .'. ~, ~~:- ~'1 ..-... it: :~ii::':~;. '., ~:i.f.~ t.:. r- ,.." ,.,' ',. ~;. ._;' _'.. ~:h\ .,: f.,,: '.',~.' 4~i-::_,"(.~~<jL(t( \.~tii"IJ~t..1 ,..~."., '..~.: ..{;~{..; :,-f{' 'l"~~': '.' '.,t"- ..'~!-:f" ;':"-r. '.':'0- ';_f.:.;..:.-;to.:,~,F:~.. .. ,........,. .~- '.""..~ . '-....'.-.~ -':. ;'! ,.'....,:f.: ~ ...,;,t:~:~~!:'rj~}t{::;:f}.~ift~'~:: .' . ..., f-~." ~ .~:~~ '9' ,'. .. .. '''i:~.r4--..:.t)~~,~\~. ~;:,:",:,~~; " .:/t.;. .....l; r .. i i~~i .~"'lo;'"...""'.. -, _:"",.:~t.-'"')#f- ........".; . JobZl lta4Sla' ~ , EilU I!&dgea, l1io wlte.' ." ,t, ' ~, .c..~.. ,. :~. z~ '::" ':t " .;~~~...:: ,,~ ,~;. . "''';j;' .r J. B. Beck and. . Marianne' Book, . hie wiro. ", :~; , pnr- , . :,~, '::1,'; ',~~. ,\-j' .. .~'l' :: ,c ..~, ,: ::: <<;Il' . ~~ 1 .... \'. ~,:. ...'J1'. '} .. . '\ 'i h. t" ;~" .' ..~:"<~.I:' ?Ii' :;:,}: ~~._. . ". ~ l .. ,j. r ..... ~ l~ .."':' :J_/'~ . ~ . '. .~.~.-:~lJ '.. > .:1." . tt~ .'J}f '.~,;' f'?!"J~r c.' ""'.- ..' '" .....~ ;} .~ ''''':' ~.~tL'-'-:f.~~'\~t ::~ .". ':j~.,:_l I i I ! I I I 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.' . ~ " " ., - :1 ',f.;. palle .. I;q~n~~~d. ~8em.en~" ~ ".. . PRE.SUBMITIAl RECIO. F~B 2 2 'Zllil ;)0.:. ~ , .. ,. ..;.. t . 9-15-99 . ___ __H__ 2590 r 99079428 TL q-iJ:I 1\ [0 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. .- ,..... 1nRl'r.Jm~ ';;;;';;""~CfiN).oetA4 II' EWSfiItWl'l'lI.!DI ~"'(~~"MccX-' 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 :';:.,... '.~" . t~~f 1.:} . ::f;;j%.,'::' " I ,,':, ~ ',i~;~' " 'i,PRE~SUBMITTAl REC'O ~~ FEB 2 2 2011 i; , , , ' : \ , I , ' " , I! j ,'! i ,I; ; I \ 1'1 . I" 'I i I I > \ " , . , , ~ j \' ) ! \; ; \ ii \, . .\ . -15-99 F:XHIUrT';""B" . 2 5 9 0 '\" 1'1 i'. ill! , . \f\ jl" "l:i I., 'I i ~ II!' \; . \~"r-.r, I" ,\~ ,.,., ~. I" :.)... C ". ~\~ t,\~.'C! I, \~", , , ~~07~428 ~~G>---- SCALE: 1":; 40' TAX tOT i7-Q3-J4-31-900 rAX l,r 17-03-3 ~ >:; \ \ -' '" \ \ 279 ~) 't'j ~, ~~ ~, ~I :t:- -i u/ ~ \ I , I i' TAX lOT 17-0J-J~_ TAXLOT '7-03-3'-32-200 :...,.; ::~~.~'P . "~J~:;~" '."'", .?; .~fi\':: : t _..( "ji "''''>l.''''~~ i"'m""'" }/:'tl; , .,', :~~' ~ .1$' :1'".' PRE.SUBMITTAl REC'O FEB 2 2 201l . " 9'- I 5 - 9 9XHIBIT "C" , Ii, "LL/'-r- --;--:---=----:....---.-- , I . j I : ! ..:.:----1-._.:_. . -~ , : .1 I J 1 ..:..~....;-I-; , ' , -,--t '!'-' 1-- . 99079428 ,2 5 9 0 , I 1 , I, u_j' ,l, " \\:'\' , \~:\ . \ ~ . . i: " \: , + ',' \11;1\ ~ . \( : '\:: : :\' . \\. ~ --..~....; ',' - St.tdF: r '" .~O' ,m" o "< ~.~ ;; 1.!1 ,i! "1-st IO,,~:; "',I fj~t! 0-.2'.0; 3' '0 ~ ~ -8 'E III cO i-~ Eg.5~i lIlU_"VS '" 'I? , - - ;;; "' - "- ""' "' ~ ;) , ::tl. a:~ ~i o u. <'-,' 0 m ~~ rl U .....,"~ '-'I rS8 ~ jj ~ , Ii "' ......, "IWJtw&: :.~r~,:. . ?;f:-:- ,~ ,\j! PRE-SUBMITTAL REC'O FES 2 2 2011 ~7ER RECORDINGRETUR~TO:- ~eue ~~ . (:0, ~ '8:11 f(;"')+~~ oK c}7<J77 .._~. - . 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 iJU <f-- 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 ~~~J.~~~o~~ 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 ,: \!,,' .t; ~.. .,",.~ ::; ,~~. '''' .:" -:'. , J: :: ~~':. :'1"'" , " ' ~ t. ;. ;"1:' ... ". :, ',' ~':<. . . j1rj..~~~.; v r bS911J~f bJ.6,J Sa)' , . '. . I ,Psroel I '9890568 , 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. , ' ' , ' 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 PG. U f? I I pd-SUBMITTAl REC'O FES 2 2 2011 :::~~t';~~5i$;' ~:<-e~' ~~~f . ~~~~ ';~\1 ,,~.~tr. --_'fft~! ::::~f~ ;..,I;:p,~ ~ ~~t'!' ';~!~ , ~;"~~~1~ i,~f' : 'i~'rI!--1f. Lil). ;'1- "I~ !:~.~ -. II', . ~., '~ :~ ;;;li~ ','ft.;: :',ii.t: !}fJ rt1' ~k .~ ....0; '~; ~:';Jt }~ ,r..~ .:.~ :.il) :J., If J "- ,~~ a;. .'~j .~ ...~l; ~' tr- ~ 1}~ ::;~: ..~l ";'zi( ....,..~ 1: .::t.. ;~.~~ ' .1" ';$~~ 'J:~~ :~;I _._~.'..:~(~ :r.; :~: . .oJ. !~... ", ~.~i; . . . " [)J,r"~~ 0 (> ~ &.Jme.A . c."U f &5') ATTACHMENTS TAX lOT 200 )~' ", \' . . . :. BARGAIN AND Sa!..LB DEE:O ::it'~~: ,:,: " '. ' . . . ~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. ?, ':'.':, ." .d<!scr.!. ed. r ,p ty. . ~?::r~. ~':' . ","I" '~" . ~J~~l:~':', . .,'; '~~:. :, ~i~ . 1'1.' ,~ . . l. " "',1 ~U123 ".6 .'.i-. .!"i '~:"'.';~' 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. .l . \:"',' 'it: ..:..t' ::-.}: . .~: . , ",,'t. ,:,~'::;~:f '0' 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. . <.;. . ~~~' i ol" ' :?:.. . .L" ./7,.-:...... S1g"Joloe )' ..-0; ,~,p' Kay Moe .;~ '. ~::. ".-, . ".:~ ~""'~' ~ . ,'a, .. . "./J ~:."":.:? STATE OF OIlEGOlI ) J sa. 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 . ", ,,"I .'. .: ; ~ 0-..-. ' r ,., U J t \ u' ~ ....;;..:. -, '. 'Notary P 1 c or Ore'19D "1'/... .. ", .~ , 'My COllIIllisdon expire,Sf':::> '\ ' G f . ,', Until a sent to .3698 ;.....,.. . ~ '.. !). '-.:'; ..,.,.... "..~ '. . ji; ,;:.~ .: "," change is requested. all :ax statements the. fOllOWing address: __, Franklin, Blvd... Euqene. Oreqon 97403 " .....;: '-Y. /tj 71 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 )IJ/ \ W,.- /' II -. . ~ i WPT 7191-484671 1704224205200 1031481 ~~~~.~9o~99 ,.- 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 . . 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 . . 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 . . 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 . ~... 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 . . . 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 . . 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 . . 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 . . 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 .-. . , 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 ----. . .. 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 . e- . 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$i::S and auorney frl:. nccescrily paid or illCumd by granlo' i~ sud. pro.','eJinj:S, sr.~11 he paid 10 bcneliciarr nnd applied by il firsl up,," any rco.~(\n.blc crn;'sDod,elpcnsesand~uorneyr""s,bolhlOlhellml""d~PfICl!al"CI1un;,nec=riIypoidorineurredbrbeneftclnryinsucllproccedings,alldlllehalnnccaprll.d upon tile Indebledm:u secured bereby. Gr.lOlor ngrces, ul it!< own C.'~p<:nse, 10 toke slIch aCI"'Il. Ol,d cueOIe su~h IllSlnHllClIlS:L' Shall hr.: neccssary In oblulnini: .uch clJmpen~al;on promptly uponbc:neficiill}"S n:qW:.L NOTE, n.. Trusl o..d ACI Provi_I~oI "'" lIu'ltir ller.uodor mUll be _11"".n loIlorlM'f wh_o i'.n o<U.. m.mlMor c11~' 0"'11.00 Slrl~ 601;' tJant, 1,",1 cornp.n~ cr .."Iog. .nd l()On ...<>d",gn...lh...I..c110 tIobo.ln.non<larlh._. ofO..gon or llIe!JnnIdSOll....I'lt. ulO.m''''''''<;O<r(lI.nfIUllt.n,"olom'.ftult.,oruJprcp,rtyollh..stol..n...,o.i,".n.., 'MII..I.... '\1.nlO Or bnIng,.., 11\0 Un,lod S,~. or .ny "!liner lh...o/, or '_0'''''0..- .g,nlli_oed Oll<llt ORS ~~I..SlIS 10 ~.~&,~~.. . . :~~:b1;'.~rti~~~::.t~~s:'~~:n~=~I.=::e'':':~:f.~~~=ngo.MljCi'~''COn~~~ eOrn!>'1O llrtol1. . oUBMIITAl REC'D FEB 2 2 2011 . . . @ Sl. Al any tim::, lIlIdrromtin~I(llime upon wrincn request ofbcncflciary, p~ymcnl ofil.S f= and p~scnlaliOll ofll..;..I drxd DIld lh=nOle for endOl'!;emcnL {in = or full /'tCl:lnveYIlJ1=, for ClUl~nal.iOfl), WitMUI atTC(:l'ng lhe liabllil)' of any p::rson for lhe pnymenlllr Ihc. indcbrcdnc$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 . 4;': . "..-.--.- l -~ .", . 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 . . . i . . '. . .~ " EXHIBIT A 'PARCELl "' ,", .....: \' . ./.1;,'\-1" ".. :.;"1 ,'" .' l,~. . '.'.': .:' ..j .d.:- "',',' '," ,..' :.~," . "',\.:' . ':':' ,",,' ,,' ":.', I,", ....,.,:;...."...'.:; .,-,'" ,(0 ":.1 ..'...... : ":., ~. ,'. . . ..,. .... :. .'.... p....... 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.. ':' ",.',,','" '"',,, ',""',' ': . '. . '.~ _ ! t ~.;: . . ,.,,' '. ',"T-,-'...' ......:.... '. ,',,::- ,I 'j' i ...., .. .-f.:, ., ..1..... ""',';' " . _......1. . .... ..... " ,r Exhibit A - 'I . " PRE.SUBMllTAl REC'O FEB 2 2 2011