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HomeMy WebLinkAboutApplication APPLICANT 9/5/2008 " City of Springfield . Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review PRE.SUBMllTALREC'D SEP . 5 2008 . .. . . , , Site Plan Review Pre-Submittal: [g] ISite Plan Review Submittal: 0 Major Site Plan Modification Pre-Submittal: Major Site Plan Modification Submittal: o u '. . . , , - - Applicant Name: Randy McDouqall Icompanv: I Address': , !APPlicant's Rep.: Scott Morris / [company: IAddress: , I Property Owner: Same as Applicant Icompanv: IAddress: , IASSESSOR;S MAP NO: 17-02-31-41 I Property Address: 244 39th Street ISize of Property: 0.55 Acres ,. Acres [g] Square Feet D I Proposed Name of Project: R.Repair Service Site Improvements , I Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Construct 6,380 square feet of new pavina, landscape, and other code imps. I Existing Use: Automotive and Boat Repair Shop INew Impervious Surface Coveraqe (Including Bldg. Gross Floor Area): 6380 sf Si natures: Please si nand .print your name and date in the ap ropriate box on the next paqe. Phone: (541) 726-6645 Phone: (541) 302-9790 (541) 485-3253 I I , I I I , I R. Repair & Service Fax: 244 39th Street, Sprinqfield, OR 97478 Olson & Morris Fax: 380 Q Street, Ste 200 Sprinqfield, OR 97477 Phone: .Fax: ITAX LOT NO(S): 2000 -. . . - . , - - Associated Applications: Co07L5rfb r '(02) '0 \pre-sub Case No.: rtt 1A\<7-.. ~~'\ I Date: q,Ic</oco Icase No.: I Date: I . IAPPlication Fee:' $ 3 tfro 00 ITechnical Fee: $ 3lfl 00 TOTAL FEES: $ ,to 13, Siqns: Reviewed by: ~~ Reviewed by: I Postage Fee: $ F~\7~-~S- .~ '7i; ,;... .~r.,tnt:_\L "3>i;t::,:;/';';J PROJECT NUMBER: Revised 1/1/08 Molly Markarian ~ .~(l6 - h-\ '1 { n.1 0 CO ('C ~ @.\I1A 1 of 10 Owner Signatures This application form is used for both.the required pre-submittal meeting and subsequent complete ap'plication 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. . !? ~ J. (11L \)I'Lh/.A() () Si9t~~ V-7]^"'" RiA"vJ ...1 Yl1 (. ~ DW-a tt-l\ Print I Date: Cf-).. - ()ff '-' 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 theinfoi-mation 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 pr6cessing 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.SUBMIITAL REeD SEP. I) 2008 Revised 1/1/08 Molly Markarian 2 of 10 Site Plan Review Submittal Requirements Checklist NOTE:: . ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal. . If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to .this form. ~ Application Fee - referto the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. Any applicable application, technology, and postage fees are collected at the pre-submittal and submittal stages. E( Site Plan Review Application Form .[gj Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in deterl'Dining the action to be taken. The narrative should also include the proposed number of employees' and future expansion plans, if known. ~ Copy of the Deed I)r Copy of a Preliminary Title Report issued within the past30 days documenting ownership and listing all encumbrances. ~ Copy of the Site Plan Reduced to S'h"x 11", which will be maiied as part of the required neighboring property notification packet. '~LjJr Right-of-Way Approach PermitApplication provided where the property has frontage. . on an Oregon Department of Transportation (ODOT) facility. El Three (3) Copies of the Stormwater Management System Study with Completed Stormwater Scoping Sheet Attached - The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. . tJ~ Three {3} Copies of the Traffic: Impact Study prepared by a Traffic Engineer in accordance with SDC 4.2-105 A.4.. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and'mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, metro plan and state land use and transportation policies and objectives. o Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR . Eighteen (IS) Copies of the Following Plan Sets for Submittal ~ All of the following plans must include the scale appropriate to the area involved and' sufficient to show detail of the plan and related data, north arrow, and date of preparation. ~ All plan sets must be folded to 8'/2' by 11" and bound by rubber bands. a. Site Assessment of Existing Conditions . ,'. PRE.SUBMllTAL REC'O 0:. Prepared by an Oregon licensed Landscape Architect or Engineer SEP 5 2008 . Revised 1/1/08 Molly Markarian 4 of 10 ., ~ Vicinity Map ~ The name, location and dimensions of all existing site features including buiidings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, .and distance between buildings. o The name, location, dimensions, 'direction of flow 'and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development Services Department . ~ The 100-year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendmel)t or Letter of Map Revision (&I The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in. the Development Services Department rzr Physical features including, but not limited to trees 5" in diameter or greater when measured 4 '/2 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings ~ Soil types and water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table b. Site Plan ~ Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer ~ Proposed buiidings: location, dimensions, size (gross floor area applicable to the . parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings ~ Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs 1KJ Location, dimension.s, and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs, and striping IGI Dimensions of the de\(elopment area, as w'ell as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and other impervious surfaces I25J Observance of solar access requirements as specified in the applicable zoning district ~ On-site loading areas and vehicular and pedestrian circulation . . 1:8. Access to streets, alleys, and properties to be served, including the location an.d dimensions of existing and proposed curb cuts and curb cuts prop~SL'BlWjfT~Pm:t'D ~ Location, type, and number of bicycle parking spaces SEP I) 2008 C8 Location of existing. and proposed transit facilities ~ Area and dimensions of all property to be conveyed, dedicated, or reserved for. . v common open spaces, recreational areas, and other similar public and semi-public uses r&Phased Development Plan - where applicable, the Site Pla'n application must include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a sequence promoting street connectivity between the various phases of the development and accommodating other Revised 1/1/08 Molly Markarian 5 of 10 required public improvements, including but not limited to, sanitary sewer, stormwater management, water, and electricity. The applicant must indicate which phases apply to the Site Plan application being submitted. c. Improvement and Public Utilities Plan J:8J' Prepared by an Oregon licensed Civil Engineer ~ Location and width of all existing and proposed easements ~ Location, widths (of paving and right-of-way), and names of all existing and proposed streets, aiieys, dedications or other right-of-ways within or adjacent to the proposed development, including ownership and maintenance status, if applicable.' ~ Location and type of existing and proposed street lighting ~ Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, and similar public facilities IZ! Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails 181 Location and size. of existing and proposed utilities on and adj~cent to the site including sanitary sewer mains, storm water management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points d. Grading, Paving, & Stormwater Management Plan IZfPrepared by an Oregon licensed Civil Engineer ~ Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system lEi Roof drainage patterns and discharge locations . ~ Pervious and impervious area drainage patterns ~ The size and location of storm water management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained . ~ Existing and proposed spot elevations and contours lines drawn .at 1 foot intervals (for iand with a slope over 10 percent, the contour lines may be at 5 foot intervals) ~ Amount of proposed cut and fill e. Landscape Plan ~ Drawn by a Landscape Architect ~ Location and dimensions of landscaping and open space areas to include calculation of landscape coverage ~ Screening in accordance with SDC 4.4-110 ~ Written description, including specifications, 'of the permanent irrigation system J&l Location and type of street trees ~ List in chart form the proposed types of landscape materials (trees, shrubs, ground cqver). Include in the chart genus, species, common name, quantity, size, spacing, and method of planting f. Architectural Plans .PRE.SUBMllTAL REC'D SEP 5 2008 Revised 1/1/08 Molly Markarian 6 of 10 ~ Exterior elevations of all buildings and structures proposed for the development site, including height \'1~concePtual floor plans g. On-Site Lighting Plan D Location, orientation, and maximum height of exterior light fixtures, both free standing and attached \...~ \~T .pe and extent of shielding, including cut-off angles, and type of illumination, \- attage, and luminous area . D Photometric test report for each light source o Additional Materials That May be Required IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: o Where a multi-family development is proposed, any additional materials to demonstrate compiiance with SDC 3.2-240 D Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW D A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present D Where the development area is within an overlay district, address the additional standards of the overlay district D If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 D A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property D Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review D Where any grading, filling or excavating is proposed. with the development, a Land and Drainage Alteration permit must be submitted prior to development . D Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 D. An Annexation application, as specified in SDC 5.7-100, where a development is proposed outside of the city limits but within the City's urban service area and can be se'rved by sanitary sewer PRE-SUBMITTAL REC'D SEP 5 2008 Revised 1/1/08 Molly Markarian 7 of 10 ~ '" LII r OF SPRIr,~~ I~LD VICIl'olll i MAP DRC2008-00065 244 39th Street . ~ If i Ii; '" Ii) :t I-'- o ..,. ~. . .r. Map 17-02-31-41 Tax Lot 2000 North + ifg 10 '7" ..,. PRE-SUBMITTAL REC'O SEP 5 2008 ,--'- . , i I II . /,,',vvV"v" -'~, ~" I I '-.../"-".....-"._^_.^~..:.:.._^_^_/"......-"-"'./----J 1:1 IiI -~ "" :r I I_S~!,.~..::.:<.-.,'~. ~ J I ~\\ I '\ .; .::<.", ...., I'l I . '1'/.\ '.' ...... .... ,..., ". .. \\~\'. '. :i:";' < 'it. I I \ '-- ' .. "; I / ~.::.~..;,.f'i;H-f-~~;' !.' I -'--'- _..-- --". / .,.. .". . p'. ~ I L I" ~=- - ~,., i \~ ,,-.~~':<.'..:.':~..,' ~ II II ( I (\ .... ''',.;. .. ....... 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I I B J I p~T.. 1lJ;'W "''''"oT''. ....1m......- .....lL_. .'-__ I IH;VISIONS< ~ '''''..-..01.... .t>.g,ntTJ l'0tTJ ' . .., I I J !W ill' III ~ :1~'n~II!!!HI! ~ -I-Uhl . ,.."l i. ... i ~.6'~" w- r i ~ ~i::i II! ;I;Ill . PRE-sUBMI1TAl REC'D SEP 5 2)08 r ~"f--Z;-C- " ' t Site Development Plan' fen- R R.epair Service SpringfieLd. LUN County. Oregon 15:-- , 1'.ARIlIii. I' Olson & ,.,~ ,. Morns ~..". J' _"._m . -.u. ~ 11<" ~""J:m-t>D ~X_ES ,'74!J-. I.., ()l'l__~. """"0".' 00' OLSON & MloRRllS A division of L.B. Olson & Associates, Inc. Consulting Engineers Land Surveyors Urban Planners 380 Q Street Suite 200 Springfield, Oregon 97477 (541) 302-9790 Fax: (541) 485-3253 olsonandmorris.com R. Repair Service Site Improvements Owner / Aoolicant R. Repair Service Randy Mcdougall 244 39'h Street Springfield, OR 97478 Aoolicants Reoresentative Olson & Morris Attn: Scott Morris, PE 380 Q Street, Ste 200 Springfield, OR 97477 Landscaoe Architect Matt Koehler, L.A. 1554 Larkspur Lp. Eugene, OR 97401 Proiect Overview R. Repair & Service is an automotive and boat repair shop 1hat has been located at 244 39th Stree1 in Springfield for the past 12 years. There is an existing approximate 5,200 square foot structure on the property 1hat was built sometime in 1he 1960's in a Quonset hut style (see attached pictures). The construction of the building was positioned on the lot very close to the front property line, with a row of parking in front of the building. The property is zoned light medium industrial (LMI) and is abutting LMI property to the south, and low density residential (LOR) to the north and west. All of the abutting properties have existing structures, except the lot to the south is being used as vehicle storage. There is also an existing apartment complex across 39th Street to the east. This project is being initiated due to a complaint about the site no1 meeting Springfield Development Code standards, and thaI a site review process was never completed for the current use. Since more 1han half the si1e has existing improvements already installed, we are making an effort to bring the site into compliance where we can. The following pages give a description of some of the key elements in the plan to bring the site into code compliance, and discusses challenges on the site where i1 is not necessarily economically feasible to mee1 the letter of the code. PRE-sUBMIlTAL RECtO SEP 5 2008 ParkinQ The existing conditions sheet sliows that the current parking for the building is in front of the building with the backing space being the public right of way. The parking configuration is very tricky, since the building was placed so close to the right of way line. However, we have reconfigured the front parking as shown on the site plan to keep the backing spaces internal to the property and have added an ADA accessible space. The number of parking spaces required for this type of use is one per employee, which would be 3. The proposal on the site plan is to have 3 standard parking spaces and I ADA space. There is also overflow parking available on 391h Street. We have included a loading zone in front of the building adjacent to the right of way. One of the issues has been customers picking up and dropping off their boats at non pre-arranged times. Subsequently, there are times that the slaging has taken place on1he street which has caused issues with the traveling public. This is not an unusual condition for 39'" Street, as there are many business' to the south that stage deliveries on the slreet causing an unsafe traffic condi1ion. This has included delivery trucks parked on 1he street unloading with fork lifts, and at other times motor homes and other recrea1ional vehicles parked on the street waiting for service at Zilkoski Auto Electric. Therefore, we feel1hat by adding this loading zone we are helping the current situation. Bicycle parking has also been added to the site at the east side of the building, as shown on the si1e plan sheet. There are (4) spaces required by code, with the 3 short term being provided by a rack in front of the building, and the I long term space provided inside the structure. Site LiQhtinQ There is an exis1ing street light on the eas1 side of39'h Street across from the building. There are also (3) existing private lights attached to the building. There are (2) on the west side and (I) on the east side. There is no additional lighting proposed for the site as part of1his plan. Utilities Mos1 utilities are already available to other buildings within the site as discussed below: Sanitary Sewer The sani1ary sewer service is existing and ties into the existing 8" line at the west side of the property. The main line is in an existing easement on the property. There is no new sanitary sewer service or modification planned as part Of1his project. . Water The domestic water for the building is provided by an existing meter along the right of way east of the building. There is currently no irrigation or fire protection system on 1he property, and no new services are proposed as part of this project. PRE.sUBMllTAL REeD SEP . 5 2008 Electric There is existing overhead power feed to the building from 39th Street th~t is proposed to remain. There are no proposed new electrical facilities as part of this project. Phone / Cable / Natural Gas There is currently phone service to the building only. Other facili1ies exist adjacent to the right of way of 39th Street, but no new services are proposed as part of this project. Storm Drainage The existing storm drainage has evolved over time as the site has been developed. The current system basically has (3) destinations. The front of the building is so close to 1he property line, that the run off from the paved area drains out to 39th Street and enters into a curb inlet at the north end of the property. The front half of1he building is collected in roof drains and flows to 39th Street via weep holes. Since this area is very constrained due to the placement of the building, no changes are proposed except to the new parking at the north end (discussed below). The rear of the property (including the back half of the building) is collected in a trench gra1e in front of the rear bay doors to the shop. This trench grate is currently tied into a system on the adjacent property to the sou1h (possibly a drywell) that eventually enters 39'h Street via a weep hole. The rear of the property and the existing gravel portions (to be paved) will now all be direc1ed to a new bio-swale proposed along the'north property line. The attached storm water report shows 1he detailed calculations for the bio-swale, which has been designed to handle the capacity and provide a minimum 9.0 minu1es of con1act time for water quality. The new paving will be graded to sheet flow over to the bio-swale, while the existing paving will be addressed by adding a sump pump to the trench grate and directing a pressure line to the bio-swale. The proposed small parking are in the northeas1 corner of the property is in1ended to have pervious concrete. This is designed to treat the wa1er prior to entering into a perforated pipe and then conveyed to the piped system that ties into the existing curb inlet. This proposal brings the site into code compliance by having more than 50% of the paving on site being cleaned by either the bio-s\vale or the pervious concrete section. Landscaoe The existing site has very little landscaping, and due to existing improvements there are some constraints : on bringing the site up to existing code. The attached landscape plan shows the concept of adding (2) . planters to the frontage of the property to enhance the appearance along 39'h Street. The proposal then is " 10 have a 7 foot planter along the north line, planted as per code and containing a bio-swale at the western end of the property. The sou1h line of the property has a zero setback to the existing improvements. Since the property to the south is also zoned light medium industrial, there'is no proposal to add landscape along that property line. The wes1ern property line is proposed to have somc new plantings, and keep some of the existing plantings. As shown on the plan, there is a row of existing arbor vidae and trees in the 7 foot public PRE.sUBMllTAL REC'O SEP 5 2008 utility easement on the south end' of the property (see attached photo's). The proposal is to leave this area "as is" since a formidable screen is itlready provided to the neighboring propertY. The northern property on the west line currently does not have vegetative screening, but the neighbor is using the buffer area as a garden. The proposal is to plant a row of arbor vidae on the east side of the garden area to continue 1he screen1hat exists to the south. . The landscape plan was developed with native species 1hat are drought resistant, as the owner does no1 propose to install an automatic irrigation system. Due to the existing improvements on the site, the owner feels that the cost is prohibitive and is proposing to hand wa1er the plants until they are fully es1ablished. Fencin~ As shown on the exis1ing conditions sheet, there is a six foot chain link fence with slats along the north .and west property lines. There is also sections offence on the south line and then on the east side with gates that provide access to the rear of the shop. Currently the fences on the north and west side are not on the property lines, and are encroaching onto this property by as much as seven feet. During this time, the property owners to the west have used thaI seven feet for planting, gardens; shed, etc.. Therefore. we are not proposing to move the fence on the west line to provide a full landscape buffer as required by code. We feel the neighbors would rather leave the fence and their associated uses as existing, and hence are asking the City for leeway along this property line. Mr. McDougall has spoken with the neighbor to the north and the proposal is to move the fence,over to 1he property line and plant that landscape buffer. There is no significant vege1ation within the seven feet along that property line, so 1his is a logical improvement. Buildin~ Elevations The building is was constructed in the 1960's and there are no plan elevations available. We have attached photos of all four existing elevations of the building to this application. Trash Enclosure R. Repair Service currently has a small dumpster that sits at the froll! of1he'site in the'open. Mr. McDougall has determined that his business does not need dumpster service. He will be replacing the s.hall dumpster with standard residential size trash can that can be kept in the shop and wheeled out to the street at the appropriate times. Therefore a trash enclosure is not part of this proposal. Firc Protection The exis1ing building is not sprinkled, and there are no plans to add'a sprinkler system. There is an existing fire hydrant adjacent to 39'" Street near the north property line. All portions of the existing . building are within 250 feet of the fire hydrant, so no new hydrant is proposed, PRE-sUBMllTAL REC'D SEP' 5 2008 "~ - 15-' /U II r t'Di-;i;'-i-on -;;'-Chief Deputy- Cleek lane County Deeds and Records zoo8.o650~f' ~ 'i- 't .\ \1 ~; oIl,~, , ., '~~L .//11/11111111111111/111111111111111/1111111111 II/ 00972100200800050970030036 RPR-DEED Cnt=1 S'n-_6 01/29/2008 11 :07:00 AM . CASHIER 07 $15.00 $11.00 $10.00 $36.00 After recording return to: R. Repair & Constructions, lnc. 244 39th Street Springfield, OR 97478 Until a change is requested aU tax statements shall be sent to the following address: R. Repair & Constructions, lnc. 244 39th Street Springfield, OR 97478 File No.: 7075-1006298 (KE) Date: January 15, 2008 STATUTORY WARRANTY DEED Brunner Capital, LLC, an Oregon Limited Liability Company, Grantor, conveys and warrants to Randy S, McDougall, Grantee, the following described reai property free of liens and encumbrances, except as specifically set forth herein: See Legal Description attached hereto as Exhibit A and by this reference incorporated herein. Subject to: 1. Covenants, conditions, restrictions and/or easements, if any, affecting title, which may appear in the public record, including those shown on any recorded plat or survey. The true consideration for this conveyance is $260,000.00. (He'e comply with requi,ements of ORS 93.030) PRE-sUBMIlTAL REC'D SEP 5 2008 Page 1 of 3 ., .-..,. "- ~ , APN:0122273 File No.: 7075.1006298 (KE) Date: 01/15/2008 Statutory Warranty Deed - continued BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195- 336 AND SECTIONS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATlONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DffiRMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOLJT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007. Dated this \ lP day of . '\. )a .t\...- . 20~. By: / STATE OF ~~~--~--------~, ~. OFFICIAL SEAL ' K. ENGERMAN I NOTARY PUBUC-<lREGON I COMMISSION NO. 418475 I MY COMMISSION EXPIRES JULY 21, 2011 ~ -------"')0:: .__~_~.._______.1~ Pagl;? 2 of 3 PRE.SUBMIlTAL REC'D SEP 5 2008 ~ .~ . , APN:0122273 Statutory Warranty Deed . continued Fil. No.: 7075,1006298 (KE) Dare: 01/15/2008 EXHIBIT A LEGAL DESCRIPTION: BEGINNING AT A POINT 1970.23 FEET EAST AND 901 FEET SOUTH OF THE SOUTHWEST CORNER OF THE LUCINDA COMEGYS DONATION LAND CLAIM NO. 81 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETIE MERIDIAN; RUNNING THENCE SOUTH 140 FEET; THENCE EAST 172.87 FEET TO THE WEST UNE OF 39TH STREET; THENCE NORTH ALONG THE WEST UNE OF 39TH STREET 140 FEET; THENCE WEST 172.87 FEET TO THE POINT OF BEGINNING, IN i..ANE COUNTY, OREGON. PRE-5UBMllTAL REC'D SEP 5 2008 Page 3 of 3 : .. oj .i 1651 CENTENNIAL BLVD. . SPRINGFIELD, OR 97477 P.O. BOX 931 . SPRINGFIELD, OR 97477 PHONE: 541.741.19Bl FAX: 541.741.0619 ... ~ ~ ~ ~~ ~1.~.' ""f\ ~X~!gr~~}J TITLE INSURANCE SERVICES. ESCROW CLO'SINGS 875 COUNTRY CLUB RD. . EUGENE, OR 97401 P.O. BOX 10211 . EUGENE, OR 97440 PHONE: 541.687.9794 FAX: 541.687.0924 September 3, 2008 Our Order No.: ELT-56081 PRELIMINARY TITLE REPORT Olson & Morris 380 "Q" Street Ste 200 Springfield, Oregon 97477 Attn: Larry Olson Estimated Premium for: PARTIAL BILLING $200.00 TOTAL $200.00 Dear Larry: We are prepared to issue on request and on recording of the appropriate documents, apolicy or policies as applied for, with coverages as indicated, based on this preliminary report. LEGAL DESCRIPTION: Beginning at a point 1970.23 feet East and 901 feet South of the Southwest comer of the Lucinda Comegys Donation Land Claim No. 81, in Township 17 South, Range 2 West of the Willamette Meridian; running thence South 140 feet; thence East 172.87 feet to the West line of 39th Street; thence Nor1h along the West line of 39th Street 140 feet; thence West 172.87 feel to the Point of Beginning, in Lane County, Oregon. Showing fee simple title as of August 27, 2008, at 8:00 a.m., vested in: RANDY S. MCDOUGALL Subject only to the exceptions shown herein and to the terms, conditions and exceptions contained in the policy form. No liability is assumed until a full premiumhas been paid. CONTINUED PRE-sUBMllTAL REC'O SEP 5 2008 "IN OUR BUSINESS, YOU MATTER MOST" W\vw.evergreen landtitle.com ELT - 56081 Page 2 SCHEDULE B GENERAL EXCEPTIONS I. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; 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 inspection of the land or by making inquiry of persons in possession thereof. 3. Easements, or claims of 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. Any encroachment (of existing improvements located on the subject land onto adjoining land or of existing improvements loca1ed on adjoining land on10 the subject land), encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey bfthe subject land. 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. CURRENT EXCEPTIONS 6. 2008-2009 Taxes, a lien not yet due or payable. .7. Easement, granted to Mountain States Power Company, including the terms and provisions thereof, by instrument Recorded November 2, 1940, Book 207, Pages 246'and 2'47, Reception No. 89443, Lane County Oregon Records. 8. Easement, granted to the Ci1y of Springfield; including the terms and provisions thereof, by instrument Recorded March 12, 1963, Recep1ion No. 2670, Lane County Oregon Records. 9. Deed of Trust, including the terms and provisions thereof, executed by Randy S. McDougall, as Grantor(s), to First American Title Insurance Company of Oregon a corporation, as Trustee, for the benefit of Northwest CommUnity Credit Union, as Beneficiary, Dated January 14,2008, Recorded January 29, 2008, Reception No. 2008-005098, Official Records of Lane County, Oregon, given to secure payment of a Note for $202,500.00. CONTINUED . PRE-sUBMIlTAL REC'D SEP 5 2008 ',' ELT - 56081 Page 3 10. Deed of Trust, including the tenns and provisions thereof, executed by Randy S. McDougall, as Grantor(s), to Michael J. Martinis, a licensed Ofegop. attorney, as Trustee, for the benefit of Brunner Capital, LLC, an Oregon limited liability company, as Beneficiary, Dated January 23, 2008, Recorded January 29, 2008, Reception No. 2008-005099, Official Records of Lane County, Oregon, given 10 secure payment of a Note for $30,000.00. NOTE: Taxes, Map No. 17-02-31-41-02000, Code 19-00, Account No. 0122273,2007-2008, $2,810.26, paid in full. NOTE: The address of the property 10 be insured herein is: 244 39TH STREET, SPRINGFIELD, OREGON 97478. NOTE: A ruDGEMENT/LIENIBANKRUPTCY SEARCH was done for the name(s) RANDY S. MCDOUGALL, and as of August 27, 2008, none were found. NOTE: As of August 27, 2008, there are no liens for the City of Springfield. INFORMATIONAL NOTE: EVERGREEN LAND TITLE COMPANY FINDS NO NOTICE OF RESCISSION RECORDED IN THE LAST 24 MONTHS. INFORMATIONAL NOTE: The current vesting deed and all changes back to the deed which vests ownership 24 months ago are as follows: WARRANTY DEED RECORDED January 29, 2008, FROM BRUNNER CAPITAL, LLC, AN OREGON LIMITED LIABILITY COMPANY, TO RANDY S. MCDOUGALL, RECEPTION NO. 2008-005097. QUITCLAIM DEED RECORDED April 18, 2007, FROM BUILDING MATERIAL SPECIALTIES, INC., AN OREGON CORPORATION, TO BRUNNER CAPITAL, LLC, AN OREGON LIMITED LIABILITY COMPANY. RECEPTION NO. 2007-025902. QUITCLAIM DEED RECORDED October 10, 2006, FROM CUSTOM MORTGAGE, LLC, AN OREGON LIMITED LIABILITY CaMP ANY, TO BRUNNER CAPITAL, LLC, AN OREGON LIMITED LIABILITY COMPANY, RECEPTION NO. 2006-073486. Very truly yours, EVERGREEN LAND TITLE COMPANY HOMF OFFI By: \ Kimberly A. Ditlefsen Title Department Manager NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND PREMIUM PAID. IF FOR ANY REASON THE REPORT IS CANCELLED, A MINIMUM CANCELLATION FEE OF $200.00 WILL BE CHARGED. . PRE.SUBMITIAL REC'D SEP 5 2008 OXIMA TE 'H CORNER ./- "'- ,. .2400 , ~ 2000 ?'E{I04I':;5 0/ i ~ P.L..c. ~1 -c:- , ~ 1900 iii. 11 J.- (.-:-~4'" o I ,,; I \: 1 -c :::t:I rn . en CJ:> /T1 c::: -0 ICC :s::: ~:x:J r-v .-- = = :::t:I CO rn ("') o 1801 , ~ \) .;:; . '" .... . /9?38 ' /7Z.87' f1'Z. ~7' 173::f8 ' CA,,>T /?3.38 . " (1800) 3 1 u. - ~ -=~,?-:;;- ~ 0.-- ) '1-0 ").. 3) - 4) . : -_,/ '..!if.sw C"Y. /?/.f No.81 -..... T..... , iJ,3.:. ' I 40' 1100 I., .., Ii """"^ , ~ l r-: en Ii' ~ -i If. N t'l it ~ + ~ " l- ~ C, Ii \-i 'Il , <:> .1::) '\\ .~ '\ -j 1200 1300 113.38' ~ ,ll) ~ ~ ./13./5' THIS MAP IS TO ASSlsr LOCATING PROPERW THE COMPANY ASSUMES NO LIABILITY FOR INACCURACIES. N N + E 5 COURTESY OF EV!RGREEN LAND TITlE CO 741.1981 ~ ~ ~ ~ .~ ~ \ (1100.9 ',5 ;" II J..s.Li~ D_t...C ~l 1Q7' 1001 1000 ~ , .0 ~ 1-.;;. 5.l: '- ~:". en ~4eP N . INIT'A~ S l POINT i " ~ ~ ,.. ~ J . ~ Z , v . '", S O. " i; . , oJ, 1 "' '0 , OJ $ S 'rJi O' . . o . O)l ~,. ( :0. .j "'" o S Go<: ~ "' .~ J>. o ..- T':lir Privacy Policy Notice Stewali Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance C~mpany of Oregon, NatIOnal Land TIlle Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company; LandAmerica Companies: Conunonwealth Land Title Insurance Company, Commonwealth Land Title Insurance Company of New Jersey, Industrial Valley Tille Insurance Company, Land TItle Insurance Company, Lawyers Title Insurance Corporation, Title Insurance Company of America, . Transnation Title Insurance Company, Transnation Title Insurance Company of New York PURPOSE OF TI-lIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) geilerally prohibits any financial institution, directly Or through its affiliates, from sharing nonpublic personal infonnation 'about you with a nonaffiliated third paliy unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it inay be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title hisurance Company, Charter Land Title Insurance Company; LandAmerica Companies: Commonwealth Land Title Insurance Company, Commonwealth Land Title Insurance Company of New Jersey, Industrial Valley Title Insurance Company, Land Title Insurance Company, Lawyers Title Insurance Corporation, Title Insurance Company of America, Transnation Title Insurance Company, Transnation Title Insurance Company of New York. We may collect nonpublic personal infonnation about YOll from the following sources: . Information we receive from YOll, sllch as on applications or other forms: . Information about your transact,ions we secure from OUf files, or from our affiliates or others. . Information we receive from a consumer reporting agency. . . Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal infonnation will be collected about you. We may disclose any of the above information that we collect about our cllstomers or fonner cllstomers to our affiliates or to nonaffiliated third parties as pennitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on OUr behalf or with whom we have joint marketing agreements: . Financial service providers sllch as companies engaged in banking, consumer finance, securities and insurance. . Non-financial companies such as envelope stuffers and other fulfillment service providers, WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THA T IS NOT SPECIFICALLY PERMITTED BY LA W. We restrict access to nonpublic personal information about you to those employees who need to know that infomlation in order to provide products or services to you. We maintain physical, electronic and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. PRE-sUBM/lTAL REC'O SEP 5 2008 . ~t- Privacy Policy Notice As adopted July 1,2001 Evergreen Land Title Company Private Policy Notice" PURPOSE OF THIS NOTICE' Title V of the Oranun-Leach-Bliley Act (OLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpubJic personal infOlmation about you with a nonaffiliated third party unless the institution provides you with a notice of it's privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the OLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Evergreen Land Title Company. We may collect nonpublic personal infonnation about you from the following sources: . Information we receive from you) such as on applications or other forms. . Information about your transactions we secure from'our files) or fTom obr affiliates Or others. . Information we receive from a consumer reporting agency. -. Information that we receive from: others involved in your transaction) such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal infonnation will be collected about you. We may disclose any of the above infonnation that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as pennitted by law. We also may disclose this infonnation about our customers or fanner customers to the following types of nonaffiliated companies that perfonn marketing services on our behalf or with whom we have joint marketing agreements: . Financial service providers such as companies engaged in banking, consumer finance) securities and insurance. . Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLlC PERSONAL INFORMA nON ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal infonnation.about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic and procedural safeguards that comply with federal regulations to guard your nonpublic personal infoTIllation. I , ; I I. .... PRE-sUBM/lTAL REC'[ I SEP /) 2008 -... .~ 15>i ,0 II r ~.,. ~ .\:\I~; ", (' '~., ~ ~ ~4-$ After recording return to: R. Repair & Constructions, Inc. . 244 39th Street Springfield, OR 97478 Until a change is requested all tax statements shall be sent to the fonowing address: R. Repair & Constructions, Ino. 244 39th Street Springfield, OR 97478 File No.: 7075-1006298 (KE) Date: January 15, 2008 /[)iv.iSion -of -Chief Deputy Clerk Lane County Deeds and Records ~l!l11~1~1~li~1~Wlijl~Wlt 1I1I111II111 RPR-DEED Cnl:1 Sln-_6' 01129/2008 11 :07 :00 AM CASHIER 07 $1S.00 $11.00 $10.00 200~'~0509f' $36.00 STATUTORY WARRANTY DEED J Brunner Capital, llC, aJ' Oregon limited liability Company, Grantor, conveys and warrants to Randy S. McDougalMrantee, the foilowing described real property free of liens and encumbrances, except as speCifically set forth herein: See Legal Description attached hereto as Exhibit A and by this reference incorpora~ed herein. Subject to: 1. CovenantsJ conditions, restrictions and/or easements, if any, affecting title, which may appear in the public re~ord, including those shown on any recorded plat or survey. The true consideration for this conveyance is $260,000.00. (Here comply with requirements of ORS 93.030) PRE-sUBMIlTAL REC'D $EP 5 2008 Page 10f 3 @ .-.... o , APN: 0122273 Statutory Warranty Deed . continued File No.: 7075-1006298 (KE) Date: 01/15/2008 BEFORE SIGNING OR ACCEPTING n..lIs INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND.195.305 TO 195- 336 AND 5ECT10NS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICA8LE LAND USE LAWS. AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACT1CES AS DEFINED IN ORS 30.930 ANP TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300,195.301 AND 195.305 TO 195..336 AND SECT10NS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007. Dated this \ lP day of '\,10.. VL- . 20~. Brunner Capital. LLc/?n Limited ,."", CO~",,"' U4- By: Peter Bierma. Pi'iiSident STATE OF Oregon ~ f\' 55. County of -tool! V. ) This instrument was acknowledged before me on this l.Le... day of s",," JA ~ 11 M ~ 20 oi? . ::::.~' .""" "'"'"' 0' ,,"_, "'""', '~"" "'"'~ "" ~, 00 "'""" . K. ENGERMAN .' NOTARY PUBUC-OREGON My commis ".on expire . , COMMISSION NO. 41B475 .. ~ COMMISSION EXPIRES JULY 21. 2011 L". ~.~--:-=:. _~~=' _ ___ ___ Page iof 3 PRE.sUBMllTAL REC'D SEP 5 2008 @ ~ .~ , ., APN: 0122273 Statutory Warranty Deed - continued File No.: 7075.1006298 (KE) Date: 01/15/2008 EXHIBIT A LEGAL DESCRIPTION: 1- BEGINNING AT A POINT 1970.23 FEET EAST AND 901 FEET SOUTH OF THE SOUTHWEST CORNER OF . THE LUCINDA COMEGYS DONATION LAND CLAIM NO. 81 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN; RUNNING THENCE SOLITli 140 FEET; THENCE EAST 172.87 FEET TO THE WEST UNE OF 39TH STREET; THENCE NORTH ALONG THE WEST LINE OF 39TH STREET 140 FEET; THENCE WEST 172.87 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON. ;>( . PRE.sUBMllTAL REC'D SEP 5 2008 Page 3 of 3 w , , ! 'I I ~ 1, , ; il. ,I ,., ;11 I 31..11" ;J ~9~~~.;..1 ::1 ~;sii I!;' " r i! 111 !): 1i5 I:" !lA Ii" il\ . , I; ill ili Iii .j'l 11.. 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Chief Deeds DeputYCler~-----20-08--0~5-098~ and Records . V 55-~ Iv I. / '7&7~ -1Ci/ltzqj After Recording Return To First American Title PO Box 10146 Eugene, OR 97440 '.When recorded return to Dave Elkins, Northwest Community Credit Union, P.O. Box 70225. Eugene. Oregon 97401 /1111/11111111111111111111111111/ /111/1111111111 00972102200 '00050980110115 01/29/2008 11:07:00 AM CASHIER 07 $76.00 RPR-DTR Cnt:1 Sln:6 $55.00 $10.00 $11.00 Space Above This Line For Recording Data DEED OF TRUST DATE AND PARTIES. The date of this Deed Of Trust (Security Instrument) is January 14, 2008. The parties and their addresses are; GRANTOR: RANDY S. MCDOUGAll 244 39th Street Springfield, Oregon 97478 TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY OF OREGON a Corporation 600 Country Club Road Eugene, Oregon 97401 lENDER: NORTHWEST COMMUNITY CREDIT UNION Organized and 'existing under the laws of the United States of America P.O. Box 70225 Eugene, Oregon 97401 PRE-5UBM/ITAL REC'O SEP 5 2008 Randy S. McDougall 1. CONVEYANCE. For good and valuable consideration, the receipt and sufficiency of which is acknowledged, and to secure the Secured Debts and Grantor's performance under this Security Instrument, Grantor irrevocably grants, conveys and sells to Trustee, in trust for the, benefit of Lender, with power of sale; the following described property: Real property in the County of lane, State of Oregon, described as follows: Allnd" S. MCDougall O.ogon D..d Of T,u$l ORI41g0odman0006JOOOOO59930l001110SY BEGINNING AT A POINT 1970.23 FEET EAST AND 901 FEET SbUTH OF THE SOUTHWEST CORNER OF THE LUCINOA COMEGYS DONATION LAND CLAIM NO. 81 IN TOWNSHIP 17 SOUTH. RANGE 2 WEST OF THE ,"'1996 BBn~er1 S"$lem$. Inc.. 51. Clouo. MN ~~ Page 1 6J , . WILLAMETTE MERIDIAN; RUNNING THENCE SOUTH 140 FEET; THENCEEAST 172.87 FEET TO THE WEST LINE OF 39TH STREET; THENCE NORTH ALONG THE WEST LINE OF 39TH STREET 140 FEET; THENCE WEST 172.87 FEET TO THE POINT OF BEGINNING. IN LANE COUNTY. OREGON. Tax Parcel Number: 0122273 The property is located in Lane County at 244 39th Street, Springfield, Oregon 97478. Together with all rights, easements. appurtenances, royalties. mineral rights. oil and gas rights. all water and riparian rights: wells, ditches and water stock, crops, timber. all diversion payments or third party payments made to crop producers and all existing and future improvements, structures, fixtures, and replacements that may now, or at any time in the future. be part of the teal estate described fall referred to as PropenYl. This Security Instrument will remain. in effect. until the Secured Debts and all underlying agreements have been terminated in writing by Lender. 2. MAXIMUM OBLIGATION LIMIT. The total principal amount secured by this Security Instrument at anyone time will not exceed $202,500.00. This limitation of amount does not include interest and other fees and charges validly made pursuant to this Security Instrument. Also, this limitation does not apply to advances made under the terms of this Security Instrument to protect Lender's security and to perform any of the covenants contained in this Security Instrument. 3. SECURED DEBTS. The term "Secured Debts" includes and this Security Instrument will secure each of the following; A. Specific Debts. The fallowing debts and all extensions, renewals, refinancings, modificalions and replacements. A promissory note or other agreement. No: , dated January 14, 2008. from Grantor to Lender, with a loan amounl 01 $202,500.00 and maturing on January 15, 2018. B. All Debts. All present and future debts from Grantor to Lender, even if this Security Instrument is not specifically referenced, or if the future debt is unrelated to or of a different type than this debt. If more than one person signs this Security"lnstrument, each agrees that it will secure debts incurred either individually or with others who may not sign this Security Instrument. Nothing in this Security Instrument constitutes a commitment to make additional or future loans or advances. Any such commitment must be in writing. In the event that Lender fails to provide any required notice of the right of rescission, Lender waives any subsequent security interest in the Grantor's principal dwelling that is created by this Security Instrument. This Security Instrument will not secure any debt for which a non-possessory, non-purchase money security interest is created in "household goods" in conn oct ion with a "consumer loan," as those terms are defined by federal law governing unfair and deceptive credit practices. This Security Instrument will not secure any debt for which a security interest is created in "margin stock" and lender does not obtain a. "statement of purpose," as defined and required by federal law governing securities. C. Sums Advanced. All sums advanced and expenses incurred by Lender under the terms of this Security Instrument. 4, PAYMENTS. Grantor agrees that a[1 payments under the Secured Debts will be paid when due and in accordance with the terms of the Secured Debts and this Security Instrument. 5. WARRANTY OF TITLE.. Grantor warrants that Grantor is or will be lawfully seized of the estate conveyed by this Security Instrument and has the right to irrevocably grant, convey and sell the Property to Trustee, in trust, with power of sale. Grantor also warrants that the Property is unencumbered, except for encumbrances of record. 6. PRIOR SECURITY INTERESTS. With regard to any other mortgage, deed of trust, security agreement or other lien document that created a prior security interest or encumbrance on the Property, Grantor agrees: A. To make all payments when due and to perform or comply with all covenants. B. To promptly deliver to Lender any notices that Grantor receives from the holder. C. Not to allow any modification or extension of. nor to request any future advances under any note or agreement secured by the lien document without Lender's prior written consent. 7. CLAIMS AGAINST TITLE. Grantor will pay all taxes, assessments, liens. encumbrances, lease payments, ground rents, utilities, and' other charges relating to the Property when due. Lender m.ay require Grantor to Allndy s. M.;Oougoll Oregon Deed 01 Trus. ORI4jgoDdmanOOOtiJOOOOOS99J020011106Y t:1996 Bonkers SYSIOms. In.;.. 51. Cloud. MN ~~ Page 2 PRE-sUBMllTAL REC'O SEP 5 2008 . > . [xhibit A Real property in the County of Lane. Slale of Oregon, described as follows: BEGINNING AT A POINT 1970.23 FEET EAST AND 901 FEET SOUTH OF THE SOUTHWEST CORNER OF THE LUCINDA COMEGYS DONATION LAND CLAIM NO. 81 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMElTE .MERIDIAN; RUNNING THENCE SOUTH 140 FEET; THENCE EAST 172.87 FEET TO THE WEST LINE OF 39'" STREET; THENCE NORTH ALONG THE WEST LINE OF 39'" STREET 140 FEET; THENCE WEST 172.87 FEET TO THEPOINT OF BEGINNING, IN LANE COUNTY, OREGON. Tax Parcel Number: 0122273 PRE-SUBMITTAL REC'O SEP 5 2008 " LjS'-' ....- 11/ II ~ ,07<; 'JOo~1-Cfi After Recording Re~ To First American Title PO Box 10146 Eugene, OR 97440 ,/jji";,ision of ChieF Depuly Clerk---Z008 oor099~ Lane Count.y Deeds and Records . ~ . 11111 111/1111111111111111111111111111111111111111 $66.00 00972104200800050990090099 01/29/2008 11:07:00 AM RPR-DTR Cnl=1 Sln=6 CASHIER 07 $45.00 $10.00 $11.00 Alkr recording return to: . AmeriTillc 1255 Lee Street SE. Suite 110 Salem. OR 97302 Until otherwise requested, st:nd (ux Sl:'llemCnlsto: Randy S. McDougull SECOND TRUST DEED THIS SECOND TRUST DEED. made this )-'7 day OfJ().Y\t<ll.V"\ ',2008, between Randy S. McDougall, as Grantor, Michael J. Martinis, a licensed Oregon alJomey in good standing. as Trustee. and Brunner Capital, LLC, an Oregon Limited Liability Company, as Beneficiary. . W/.TNESSETH: Grantor irrevocably grants, bargains. sells and conveys 10 Trustee in trust, with power of sale, the property in Lane County, Oregon. described as: Beginning ar a {loint /970.23 Jeer Easr and 90/ feer South of rlre Soutlrwest corner of rhe Lucillda CunwRYS Donation Land Claim No, 81 in Township /7 South. Range 2 West of the Willamelle Meridiall; 1lmninx thence Sourh J40 feet; [hence East J72.87 feet to the West line of Jflh Street; thence North a/ollg Ihe Wesf line of 39" Slreel /40 feel; rlrellce Wesl /72.87 feel to rlre {loilll of beginnillX. in LlIne COUIllY, Orewm. Tax Parcel Number: 0/2227] SUBJECT TO: I. The righls of the public in and to that portion of the premises herein described .Iying within the limits of slreels. roads and highways. . 2. .Easement, induding terms and provisions contained therein: Recording Information: November02. 1940 in Volume 207. Page 247 In Favor of: Mountain States Power Company, a Delaware cOll'oration For: Power line 3. Easement. including terms and provisions contained therein: Recording Information: March 12. 1963. Reception No. 2670 In Favor of: City of Springfield For: Public Ulilities P;Jgc 1- SECOND TRUST DEED PRE-SUBMITTAL REC'O SEP 5 2008 Martinis & Hill II () M.:ldruna ^ wnuc S.c., Salem. Oregon 97302 1.\03l566.5800 C0 .' 4. Deed of Trust and,the tenns and conditions thereof. Grantorffrustor: Randy S. McDougall GranteefBenelieiarylLender: Northwest Community Credit Union Trustee: First American Title Insurance Company of Oregon Amount: $202,500.00 Dated: January 14.2008 The above. named Grantor docs hereby agree to continue perfonnance of alltenns and provisions of the aforesaid Deed of Trust. including, but not limited, to making all required payments thereunder, and hold and save the Beneficiary named in this Second Trust Deed hannless therefrom. The parties agree that should Grantor default" in performance of any of the terms and provisions of the aforesaid Deed of Trust, such default shall also constitute a default in performance of the terms and provisions of this Second Trust Deed. enabling the herein named Benellciary to exercise any and all available remedies to it provided by this Second Trust Deed and Oregon law. including. but not limited to. payment of any pust.due installments under the aforesaid Deed of Trust and charging the same back to the Grantor herein named. together with all and singular the tenements, hereditaments and appurtenances and all other rights thereunto belonging or in anywise now or hereafter attached to or used in connection with said real estate. FOR THE PURPOSE OF SECURING PERFORMANCE of each agreement of Grantor herein contained and payment of the sum of Thirty Thousand Dollars ($30.000.00). with interest thereon according to the terms of a Promissory Note of even date herewith, payable to Beneficiary or order and made by Grantor. the final payment of principal and interest thereof. if not sooner paid. to be due and payable as set forth in the foregoing Promissory Note, a copy of which is allached 10 this Second Trust Deed, marked Exhibit A and by this reference incorporated herein. The date of muturity of the debt secured by this instrument is the date stared above on which the final installment of said note becomes due and payable. To protect the security or.this Second Trust peed, Grantor agrees: I. That all improvements now on or hereafter placed on the premises shall remain a part of thl.: redl property and shall nOI be removed at any time prior to the expiration of (his. agreement without the written consent of the Beneficiary. Grantor shall not commit Or suffer any waste of the property arany improvements hereafter placed thereon, or any landscaping of the subject property, and shall maintain the property and all improvements now on or hereafter placed thereon and alterations thereof in good repair and condition. Grantor shall promptly comply with all laws, ordinances. regulations. directions. rules and requirements of all governmental authorities applicable to the use or occupancy of the property. and in this connection, promptly make all required repairs, alterations and additions. Maninis & Hill JIO M:ldrnna Avenue S.E., Salem. Oregon 97302 (S03) 566-58C() PRE-SUBMITTAL REC'D SEP 5 2008 , I Page 2- SECOND TRUST DEED ..r RLID Tax Statement Account Information Account: Alternate Property Number: Tax Code Area (TCA): Legal Description: Location: Bill to Party: Property Value and Taxes Land Value Real Market 119,594 110,736 98,872 85,976 79,608 79,608 78,820 39,580 32,440 31,190 31,790 30,280 22,500 2007 2006 2005 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 172,319 Taxable Value Tax Year 2007 2006 2005 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 Account Status Lane County Property Tax Report I Convert to PDF Document I 0122273 17-02-31-41-02000 01900 Legal On File 244 39TH ST MCDOUGALL RANDY S 244 39TH ST SPRINGFIELD, Oregon 97478 UNITED STATES Improvement Value Real Market 189,640 156,730 139,940 121,690 112,680 98,840 108,620 147,860 121,200 122,420 107,420 92,600 107,990 o Exemption Amount Regular (EAR) wt) (II V Total Value Real Market 309,234 267,466 238,812 207,666 192,288 178,448 187,440 187,440 153,640 153,610 139,210 122,880 130,490 Page 1 of2 Assessed 172,319 167,300 162,427 157,696 153,103 148,644 144,315 140,112 136,031 132,069 117,441 122,880 130,490 o Frozen Assessed Value (FZNPU) Tax (See Explanation ofTax) 2,810.26 PIP 2,730.90 2,670.74 2,619.52 '2,544.33 2,324.57 2,280.42 2,225.33 2,249.67 2,186.93 1,995.57 1,915.70 2,048.23 PRE-sUBMllTAL REC'D SEP 5 2008 (!l) http://www.rlid.orglbselect/tax _ statement.cfm? &rlid _ acct= 122273&account=0 122273&inte... 9/2/2008 ,RLID Tax Statemen1 Page 2 of2 .:~:' Active for the 2007 tax year New Account scheduled to be active for the 2008 tax year (~:' Locally Assessed Pending Sag/Merge (:0 Pending Value Change Delinquency Delayed Foreclosure Bankruptcy' Code Split Indicator Remarks: Taxes and Special Assessments for Account Number 0122273 " Delinquent Interest Computed Through: 09-02-2008 Explanation of Tax The tax shown is the amount of tax which currently exists with Lane County's Department of Assessment and Taxation. It is possible there is a pending value change on this account. To determine this, please refer to the Account Status indicators to see if Pending Value change is selected. If a value change has already been processed for this account and year in question. the tax currently showing may not match what was certified for that particular year. Year 2007 Description Property Tax Principal Tax 2,810.26 Minimum Balance Due 0.00 0.00 Due Date 11-15-2007 Taxes and Assessments Due for Account Number 0122273 $0.00 If this report displays $0 Taxes and Assessments Due. and does not display the description/breakdown lines(s) above it. please contact Assessment and Taxation to verify the balance. Generated Date: 2008-09-02 ~Ei-<!fch ResuJls 'Taxes Balancp. Dup.l~nolicalion~ Meol.l PRE.SUBMITIAL REC'D SEP 5 2008 http://www.rlid.org/bselect/1ax _ statement.cfm ?&rlid _ acct= 122273&account=0 122273&in1e... 9/2/2008 -I w _._~ t,~ - - '. '7 " .' .. ,. - -? r ~1.--:--1,'lt.1.1"1~ l'!1~... ocr~.-'~11.J\'j.rm. ' '~I""'1": . ~"~~~,1I'"'1!1l'1iI~' .fi111.... ,'011'1' .,.' ,- I.r j}~'" I~"'''. _, I~ '. I . '.. _ .1. ,"_ ..: ." ",d' EXISTING LANDSCAPING t'I\C.: ': T, ~ rEC'D 'We:>-r hOfv~ L,Nt!' SEP 5 2008 - NORTH ELEVATION f-Rt.SU~IY;;-' L PEl, D SEP !i 2008 -.--... . .... .-'L.~,~...-.-..... . - SOUTH ELEVATION t nC-S'1 IIV III It rl"(,1) SEP 5 2008 ;.{-'".o ..... .?-F ., ~ ~ --- lm] I II", SEP 'I I ..... ..,J ii 2008 WEST ELEVATION f~- '\1 "If ,-, l r-~ ,"\ 'I\t"", ItllV II~\ I'..... LJ SEP 5 ZCOB Jul 28 08 03:13p Rand::! 541~988-1850 p.1 .--. ,-. .-" TO CITY OF SPRINGFIELD IE. .. Cindie Matt and Liz Miller This letter is to inform you that I Randy McDougall will have a Engineers site plan prepared by Olsen & Morris submitted to your office on or before September 5'" 2008. According to our conversation. Please fax your response to 988-1850 Thank you again for working with me on this project. Randy McDougall .' _______~_f.1Jn!j)~---- PRE.SUBMllTAL REC'O SEP Ej 2008 ,/'. - - --...l ~ - -I;: -- d 8 o " OLSON & MloRRIS A dMslon of LB. Olson & Associates, Inc. Consulting Engineers Land Surveyors Urban Planners 380 Q Street Suite 200 Springfield. Oregon 97477 (541) 302-9790 Fax: (541) 485-3253 olsonandmorris.com L.B. Olson & Associates, Ine. Dba Olson & Morris Scope of Services Project: Location: Client: Date: R. Repair & Service Site Review (244 39th Street) Springfield, Oregon R. Repair & Service (Randy McDougal) July 24, 2008 The proposed services for this project are: Prepare the elements necessary to submit for a site review application to the City of Springfield. The services will include: I. 2, 3. 4. 5. 6. 7. 8. topographic survey (map of existing conditions) site plan grading I paving plan utility plan landscape plan storm water report (if required) narrative and application documents attend meetings with City of Springfield staff Olson & Morris proposes to complete the above services on a time and materials basis, with the rates listed below. Travel fees will not be assessed to this project. Hard costs such as printing will be charged at true cost plus 10%. Client is responsible for all governmental fees associated with the project. Hourlv Rate Schedul~ . Principal Engineer 1 Surveyor $100 Survey Field Crew $100 Design Engineer $ 90 Engineering I Survey Tech. $ 60 Construction Inspector $ 60 Cl~cal $ 40 This scope of services agreement is subject ti> the L.B. Olson & Associates, Inc. terms and conditions. A copy of the terms and conditions is attached to this agreement for . reference, and by signing Client acknowledges reading and accepting the terms and conditions as stated: &NM~' (h c \)iu~,a<f kandy Me ugal, pre\iden?' . R. Repair Service 7 - .2 8' '-O.~ Date PRE.sUBMllTAL REeD SEP 5 2008 . ., Terms and Conditions L.B. Olson & Associates, Inc. Dba Olson & Morris These general conditions pertain to the project more specifically described on the attached "Scope of Services" agreement between Olson & Monis and Client. L CLIENT'S RESPONSIBILITY. Client shall provide Engineer with complete information, in writing, as to all project requirements which could affect the engineering services being provided under this Agreement. Client shall provide Engineer with access to the site necessary for Engineer to complete Engineer's obligations under this Agreement. Client assumes all risks that the site is suitable for the use intended by the client. The Engineer has an absolute right to rely upon information provided by Client or Client's agents for the preparation of engineer's design. 2. HIDDEN CONDITIONS: A structural condition is hidden if concealed by existing fmishes, or if it cannot be investigated by reasonable visual observation If the Engineer has reason to believe that a hidden condition may exist which should be investigated, the Engineer shall notify the Client who shall provide written authorization and pay for all costs associated with the investigation of such condition and, if necessary, all costs necessary to correct said condition. If the Client fails to authorize such investigation or correction after due notification, the Client is responsible for all risks associated with this condition and the Engineer shall not be responsible for the existing condition nor any resulting damage or resulting third party "Iaims. 3. BILLING. Invoices shall be submitted monthly for services and are due when received unless otherwise agreed. A monthly service charge of one and one-half percent (I -1/2%) per month (but not exceeding the maximum allowable by law) will be added to any account not paid within 30 days after billing. In the event that any portion of the account remains unpaid 30 days after billing, the client shall pay all costs incurred in collec1ing any delinquent amount, including staff time, court costs and attorney fees at trial and appeal. 4. DOCUMENT OWNERSHIP. All documents developed by and produced by the Engineer shall remain the property of the Engineer and may not be used by the Client for any other endeavor without the prior written consent of the Engineer. The documents may be used by the Client only for the improvement intended and for no other purpose. 5. TERMINATION. This Agreement may be terminated by the Client or the Engineer should the other fail to perform its obligations under this contract. -In the event of termination, the Client shall pay the Engineer for all services rendered to the date of termination, all reimbursable expenses and termination expenses. 6. HAZARDOUS MATERIALS. It is acknowledged by Client and Engineer that the Engineer's scope of services does not include any services related to asbestos or hazardous or toxic materials. In the event the Engineer or any other party encounters asbestos or hazardous or toxic materials at the project, or it should be become known in any way that such materials may be present at the project or any adjacent areas that may affect the performance of the Engineer's services, the Engineer may, at his option and without liability for consequential or any other damages, suspend performance of service on the project until the Ownerretains ayy.u,..:ate specialist consultant(s) or contractor(s) to identify, abate and/or remove the asbestos or hazardous or toxic materials, and warrant that the project is in full compliance with applicable laws and regulations. If there is a delay of 30 calendar days, Client agrees to renegotiate Engineer's compensation. 7. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of Oregon. 8. ATTORNEY FEES. If a dispute arises out of this Agreement, the prevailing party shall be entitled to recover its reasonable costs including staff time, court costs and attorney fees at trial and on appeal. If execution on judgment occurs. the executing party is also entitled to reasonable attorney fees and costs association with execution. General Conditions Page I form'genconl.eng PRE.sUBMITTAL REC'O SEP 5 2008 . 9. MEDIATION. If a claim, dispute or other matter in question arises out of the agreement, it shall be mediated. It shall be mediated by a mutually selected mediator. Mediation fees shall be shared equally by the parties. 10. TERMINA nON BY ENGINEER. Engineer may also tenninate this Agreement, without liability for consequential or any other damages, in the event that the Owner files bankruptcy, Owner's budget is unreasonable, there is a project delay which extends for more than 30 c~nsecutive calendar days or there is a cumulative project delay of more than 60 days. Engineer shall give five (5) days tennination notice. I L FEIMBIJRSABLE EXPENSES. Items of direct expense necessarily incurred in the perfonnance ofthe services will be billed at the direct cost plus 10% for overhead and handling unless specified at a different rate. Reimbursable expenses include project travel, reproductions of drawings and specifications, long distance communication and any other direct expenses not included in the project fee. 12. THIRD PARTY BENEFICIARIES. Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the Client or the Engineer. The Engineer's services under this Agreement are being perfonned solely for the Client's benefit and no other entity shall have any claim against the Engineer because of this Agreement or the perfonnance or nonperfonnance of services hereunder: The Client agi-ees to include a provision in all contracts with contractors and other entitles involved in this project to carry out the intent of this paragraph. 13. lNOEMNIFICA TION. The Client agrees, to the fullest extent permitted by law, to indemnify and hold hannless Engineer, its officers, directors, employees, agents and subconsultants from and against all damage, liability or costs, including reasonable attorneys' fees at trial and on appeal, arising out of the negligence, breach of contract, strict liability or willful misconduct of Client, Client's agents, officers, directors, employees or agents. 14. ASSIGNMENT. Neither party to this Agreement shall transfer, sublet or assign any rights under or interest in the Agreement without the prior written consent of the other party. 15. INTEGRATION. This Agreement comprises the final and complete agreement between the Client and the Engineer. It supersedes all prior or contemporaneous communications, representations, or agreements, whether oral or written, relating to the subject matter of this Agreement. Execution of this Agreement signifies that each party has read the document thoroughly, has had any quesliuns explained by independent counsel and is satisfied. Amendments to this Agreement shall not be binding unless made in writing and signed by both the Architect and Engineer. 16. LIMITATION OF LIABILITY. In recognition of the fees charged by the Engineer, the relative risks, rewards and benefits of the project to both the Client and the Engineer, the Client agrees that, to the fullest extent permitted by law, the Engineer's total liability to the Client, contractors and subcontractors for any and all injuries, claims, losses, expenses or damages whatsoever arising out of or in any way related to the project or this Agreement, from any cause or causes, including but not limited to Engineer's or Engineer's employees or agents negligent acts, errors, omissions, or breach of contract shall be limited to Tell Thousalld DollarS ($10,000) or the ElIgilleers'sfees, wllichever ~~. . General Conditions Page 2 .j PRE-SUBMITTAL REC'D SEP !i 2008 "."__h..l.eni a\ h L.B.OLSON & ASSOCIATES INCORPORATED Consulting Engineers Land Surveyors Urban Planners 380 Q Street Suite 200 Springfield, Oregon 97477 (541) 302-9790 Fax: (541) 485-3253 Storm Water Design Report Project: Date; Desi gner: Type.ofProject: R Repair Service . September 2, 2008 .Wade R. Holaday, PE Commercial . Proiect Overview - The project consists of adding 6,000 square feet of concrete storage area, 530 square feet of asphalt parking area, and removing 315 square feet of existing asphalt paving. The project includes regarding the existing gravel storage area to allow the placement of the concrete and draining this new area to a bio swale along the north property line. Prooosed Destination The drainage from new concrete area will flow into the proposed bio-swale; the bio- swale will flow into a new pipe system that will be connected to the backside of an existing curb inlet along 39th Street. Prooosed Pollution Control Facilities A bio-swale will be constructed at the northwest comer of the project to vegetatively filter more than the 50% of the new impervious area. The catch basin for'the remaining area will be equipped with a Fossil Filter insert. Proiect Site Data Impervious Area (to bio,swale). = 12,711 sf Impervious Area (to Catch basin) = 3,299 sf Water Quality Intensity = 0.25 inches per hour (Rational Method) Peak Flow Intensity = 1.4 inlhr (2 yr, 10 min.) 2.4 in/hr (25 yr, 10 mine) Run off Coefficient = 0.90 (Commercial) Water Oualitv Flow Calculations Q = 0.90(0.25) 0.29 = 0.065 cfs Peak Flow Calculations Q = 0.90(1.4) 0.29 = 0.365 efs (2 yr event) Q =0.90(2.4) 0.29 = 0.626 cfs (25 yr event) Bio Swale Flow SummarY . Bottom Width = 2 foot Channel Slope = 0.50 % Channel Length = 80 feet Water Quality flow velocity = 0.12 fps Contact Time = 11.1 minutes Water Quality flow depth = 0.20 feet , PRE.sUBMllTAL REC'D SEP 5 2008 Worksheet for Trap'ezoidal Channel - 1 Flow Element: Friction Method: Solve For: Trapezoidal Channel Manning Formula Normal Depth Roughness Coefficient: Channel Slope: Left Side Slope: Right Side Slope: Bottom Width: Discharge: 0.250 0.00500 3.00 3.00 2.00 0.07 (W"'IU Ql.\C\\:l'/) ftIft ftIft (H:V) ftIft(H:V) ft W/s Normal Depth: Flow Area: Wetted Perimeter: 0.20 0.52 3.27 3.21 0.03 2.93797 0.12 0.00 0.20 0.05 ft ft' Top Width: Critical Depth: Critical Slope: Velocity: Velocity Head: Specific Energy: Froude Number;" ft ft ft ftIft ftIs ft ft Flow Type: Subcritical Downstream Depth: Length: Number Of Steps: 0.00 0.00 o ft ft ~Y.ff{9ufR.uJr9:~~~Siia"~~~;f.~S'~1~~~i~;:,~'~~i~~2~~~~!! Upstream Depth: 0.00 ft Profile Description: Headloss: Downstream Velocity: Upstream Velocity: Normal Depth: Critical Depth: Channel Slope:. 0.00 Infinity Infinity 0.20 0.03 0.00500 ft ftIs ftIs ft ft ftIft PRE.SUBMllTAL REC'O SEP 5 2008 Worksheet for Trapezoidal Channel - 1 Flow Element: . Trapezoidal Channel Friction Method: Manning Formula Solve For: Normal Depth Roughness Coefficient: 0.250 Channel Slope: 0.00500 Left Side Slope: 3.00 Right Side Slope: 3.00 Bottom Width: 2.00 Discharge: 0.37 l7, 'jer'I'^ \ Normal Depth: 0.51 Flow Area: 1.78 Wetted Perimeter: 5.21 Top Width: 5.04 Critical Depth: 0.10 Critical Slope: 2.10076 Velocity: 0.21 Velocity Head: 0.00 Specific Energy: 0.51 Froude Number: 0.06 Flow Type: Subcritical Downstream Depth: 0.00 Length: 0.00 Number Of Steps: 0 Upstream Depth: 0.00 Profile Description: Headloss: 0.00 Downstream Velocity: Infinity Upstream Velocity: Infinity Normal Depth: 0.51 Critical Depth: 0.10 Channel Slope: 0.00500 ft/ft ft/ft (H:V) ft/ft(H:V) ft fP/s ft ft' ft ft ft ft/ft ft/s ft ft ft ft ft ft ft/s ft/s ft ft ft/ft PRE.SUBMllTAL REC'O SEP 5 Z008 Worksheet for Trapezoidal Channel - 1 iRrojecTDe'ScrjpHon>;f~~:;<',?~~lii~~V~~;}0-{,,~;~;q,~~j~~:~~:Ji,~Iii:.{~t~??#.~_~~f~~ t~" ~ - .,'.",~~"" ".,"-.,,_"':o-~,>~ It '1,~""~1$~~.,,.:~-l '_"''-'''''1<'~'''~''"''~:;<~_, 11I:.~"C~~:TJC;.:J.~' Flow Element: Trapezoidal Channel Friction Method: Manning Formula Solve For: Normal Depth Roughness Coefficient: 0.250. Channel Slope: 0.00500 Left Side Slope: 3.00 Right Side Slope: 3.00 Bottom Width: 2.00 Discharge: 0.63 ( 7.':;: YeC,t\ Normal Depth: 0.66 Flow Area: 2.63 Wetted Perimeter: 6.18 Top Width: 5.97 Critical Depth: 0.13 Critical Slope: 1.90900 Velocity: 0.24 Velocity Head: 0.00 Specific Energy: 0.66 Froude Number: 0.06 Flow Type: Subcritical Downstream Depth: 0.00 Length: 0.00 Number Of Steps: 0 Upstream Depth: 0.00 Profile Description: Headloss: 0.00 Downstream Velocity: Infinity Upstream Velocity: Infinity Normal Depth: 0.66 Critical Depth: 0.13 Channel Slope: 0.00500 tUft tUft (H:V) tUft (H:V) ft . fP/s ft ft' ft ft ft tUft tUs ft ft ft ft ft ft tUs tUs ft ft tUft PRE.SUBMllTAL REC'O SEP 5 2008 !Ii .I~ ~~ ;!i '. ~~ "1--'- II . II d ~'. ' - ~I-v- tlliJ---1illJilltj J ~ \ /'. 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"""""'---~ II Olson& 1'9~ I 110rris )~ll~\L ~~~rCanoulting ~~II""'" Rnginoera fllltl"'ll~ ,,"Sun'e"yon Site Drainage Plan' lOT R -Repair Service Springfield Lam Counly ,Oregon Rr"O'>".r- .......IEW<D.. . ':'" TREES SPACED @ 30' O.C. EXTRUDED CURB \ ~3.00'1. GRADE PER PLAN . I . . :\" ROIINO ROO( OUTFALL STRUCTURE -0 :::t:l rT1 . en c.n fT1 c::: 'V co s:: ~ .~ "-> = = ;::0 co rT1 n d . ____. ~o: .~~- 7.00' ._~::;;:.~# GRASSY SWALE CROSS SECTION NTS. . SWALE SHALL BE' FINELY GRADED AND SEEDED. REFER TO LANDSCAPE P'LAN LA- 1 . o 0-:::0 2.1.2 I!}!.I!.YU LF~~...5'!.L7l~ l'!,2..L CITY OF SPRINGFIELD PW V.L.o~Vl' IX lllU.ru:C.l, >:I, 4ZI 002/003 4ZI001 ~V"'., ~""";'r"'\~..1 ~\II""~"":" ~""":o. .I'~' IF" .!.:",,, '!!,;~ ".\,.-,/ ~"Ilj, 'i,n,";/4I ~~:~~;\~J 't;". .,~)J.' ,'; 'f::-"<.",~",~:'. -:~?p'j.;~.',.I~~~~~',:; J..'.'I'~"j;lV ',,!,'~I""~ll" '~.'~1~' iIJ,l :~~\,:. "/'... :'1", ~r '~:"', ;-".: Fa,,:! 541) 7'>6.1021 PUBLIC WORKS DEPARTMI~NT / Emdneo:rin'! Division '~ ...., , STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK .~.". (-"'''1/17 belo"'.lltis lilleji//ed out by Applicanl) _.... (Please refum 10 Matr S/(/udet@CityofSpringfiefdPublic WI1tk$ E"gin.erlng; Far It 736-/021. P/,O". #736-1035.) ProJect N:llUe:. . R .12~#.;r i<l".~ Ch I....;" Applicant: 1Z"'.....L~ ML Oo~, ~ /I AssessorsParcel#: '1/-0"2.- 31-41 71.. 1""0 Date: 'tf,./og' Land Vse(s): L M1:. Phone #: in ~ {,1.4{;, Project Size (Acres): O.S', Il-(.~"l Fax#: AjJ,- :!.7..,~ Approx. Impervious A;ea: t, J!5 () PI"'~II."") EmaiJ: ~rr'4 Q I~~~ ~v.l """''1.'>. "." --.. -. - Project Description (Include a copy of Assessor's map): . U 1. e,..;'T':", 5.+., -h ""-/Iv L..IL...... Jo :!tJ<. CoJ-< t!6~,,,,"""'<r>. (V" 0< J I '. . IA'II l,. do &J':;D r;'i1. /...~,,~, I 4....Ji,y<- I i-J ,,"......,J.. e"""l IJ~'--y. ,"",!k~ , I I I I 11.)).' /.,"...... D;a.inage Proposal (Public connection(s), discharge location(s):' etc. Attach additional sheet(s) if necessary: . e.,.:s'"." f1v~/d'~J .--4 .F.,.."'" P"";"'~l ..J.. -:J'j coif.... s......... q. ';'>",IT' (",~( <<,I.,~) IJ,_ P""'~I ~ I'.A.,;_ 0 I IY.., 1:')0. ,,'r,..;) P;o..J'~) fL,"4....{ Jo /oJ<_ f"<-. k I -It._ c..,~-~L.I oJ.,. J".,/< "I t'"i. .J.:"} C",..j /~4.r' f~ 3'l1!o f~l, Proposed Stormwater Best MaQIIgement Practices: (;./l.<1-j~l >'-'> /~. "'I", t.... I:: d_..., .J., t?",v;1.., "'I:> ..... ,. "'.'._',J- 7,'~~ MWJ'''''1._'' ,. ''''~'~J.<. ,. .~. -~ -"n~JArt!/1 be/()w Illi'! fillefi/!et! OlJl hI' lite! CifF ll1u[ Rd'frW!r! to" the IlnDllclJIll) ~"~~ (AI a minimum. 01/ bo;r~s d,~ck.d by Ihe elly On lhefl'onl ,md back of this silee, shalTbe submill.d fur un application to he. COll1ple{efor In~bmitJal, although other requiremel}ls' ,nay be "}el..'e.i'.~'alJ'-J .Dr;ina~eStudv Tvoc (En"'!,!",: ~ection 4.03.2); (Note. VB rollV be sl,Ibstituted for Rationai Metbod\ ~ Small Site Study - (use Rational Method for calculations) o Mid-Level Development Study - (us~ Unit Hydrograph 1v1ethod .for calculations) o Full DraiUage Dcvelopnlent Study- (use Unit Hydrograph Mothod for ca.Jelllations) Jenvlronmental Considerations:. () /Dlt WeJlheadZone: 'Zt> ~ -r~-V;M~ ~ HillsideDevcIopmen1: W WetlandlRiparian: ,1,.J/A _ r.i:j FloodwaylFloodplain: ~ Soil TyPe: G" -41.n) U(~ LAAIO ~. Other JUrlsdictions: Downstream Analvsis: ~~ ~ N/A o flow line for starting water surface elevariori; o Design HGL to LISe for starting water surface elevation: o Manhole/Junction to take analysis to: .J/J.. ,j/A ,- R<lll~n to Matl Stouder (0] City of Sprine!i.hJ, _email: m.tlHld~,.(,i:'.cL",,'iIl2fldd.IJI'.u~. FAX, {5.111 7.16-102J ./ J Revised 1/1/08 Molly Markarian PRE.SUBMITTAL REC'O SEP 5 20&8'flO 09/02/2008 13:17 FAX 541 736 1021 ~~/U"'VVO uu:~~ rA4 a~~ 4~ d~Od CITY OF SPRINGFIELD PlY UL::lUN & MU1<Kl~ IiIJ 003/003 I,tJ 002 COMPLETE STUDY ITEMS I ~o,Offlol.Il!'eOnly MAc; J * Based upon lh~ Information provided 011 tlu~.fr"nt of this sheet, thelollowing represenl3 a minimum qflVh()1 is needed/or an (,lpplh:ation [0 be complete!or 3~,bmiltal wjth respect to dralna.ge; howe\,'e.r, 1M., Ih:lshould nol he lUlifd in IiI:!ZI oftha Springfield {)eve!nl'nJenc Cf7de. (SaC) or the Clry's Englneering'Design Manu.al, Compliance with the.if: requireml!nl.~ does not con.\.tlt~,'(! :rift! approval: Additional sire specific information may b2 taquire(l. Nore: Upon $coping she.et submitta/' ensur(! complecedform has been signed in th~ :JpacrJ provided baow: ~ ail 0 ~. 0 1-8 Interim D..IGn Standards/Water Quality (EDSPM Chapter 3) Req'd N/A ~ 0 All non"building rooftop (NBR) Impervious surfaces shall be pre-treated (e.g. multi-chamb.,."d catchbasin w/uil fillration media) for stormwater quality. Additionally, a minimum Qf 50% Qfth. NBR impervious surfa~c shall be treated by vegetated mcthod~. o Where ,-equired, vo"etative stomlwater design Shall be cOllsistem with inlerim design Standards (EDSPM Section '3.02). set forth by the Bureau of J;;nvirOllmelltal Services (BES) or Cle,", Water Services (CWS). - For I10W NBR impervious area I"". th.n 15,000 .quar. j~e~ a simplified design approach may be followed as specifled by the RES fol' vegetative treatmenl. If a stOnllwatcr Ireatment swale is proposcd, subrilit calculations/specifications fOr sizing. velocity. flow. side slopes, bottoll1 slope, and seed mix consistent with either BES o~ CWS requiremems. ' Water Quality calculation. as required in Seerion 3.03.1 ~fthe EDSPM All building rooftop mounled equipment, or other fluid eont.ining equipment loc.ted outside oflhe building, shall b~ provided with secondmy containml;!'h[ 01' weather resistant enclosure. Ccnel'81 Study Requirements (EDSPM Section 4.03) ~ 0 Drainage study prepared by a Professional Civil Engineer licensed in the .lale of Oregon. o ~ A complele drainage study, as reqUired in EDSPM Section 4.03.1, including a hydrological study map. ~ 0 Caleulatlons ,flOWing .ystem capacity for a 2-y..r stonTI event and ov.rt~oW effecls ofa 25-ye.r storm event. o ~. The time of concelllration (To) shall be determined using a 10 minute stan lime for dev"loped basins. Review of Downstream System (EOSPM Section 4.03.4.C) . o ~ A downstream drainage analysis as described In EDSPM Section 4.03.4.C. On.,ite drainage shall be governed by rhe . Oregon Plumbing Specialty Code (OPSC). o Ijj Elevations oflhe HGL and flow Jines for both eity and private systems whore applicable. Design urSturm Systems (EDSPM Sectiun 4.04) ~ 0 Flow lines. slopes. rim elevations, pipe type and sizes clc!B.rly indicated On the plan s~t. Pi! 0 Minimum- pipe cover shall be '8 in~hes for reint~rced pipe rind 36 inches for plain concrete and plastic pipe matel";als, or proper engineering calculations shall be provided when less. The cover shall be sufficient to SUppOI~ an 80,000 Ib toad without failure oflhe pipe structure. . . o ~ Manning"s "n" values for pipes shall be consistent with Table 4.) of the EDSP. All storm pipes shall be designed to achieve a minimwn velocity of three (3) feet per s..ond at 0.5 pipe full based on Table 4-1 a, well. Other/M isc .. 0 Exis(jng and proposed conlours, located at One faor interval. Include spot elevations and site grades sh~wjng how site drains -jl. 0 Private stonnw8[Cceasements shall be clearly depicted on plans when p;'ivatel IiitQnnwater flows from one:; property co another o Ii) Dryw~lIs .hall not receive runofffrorn anysul-face w/o being treated by on. or more BMPs, with the e"ceprion of r<':sidontial building roofS (EDSP SeClion 3.03.4.A). Additional provisions apply 10 this as required by the DEQ: Refer to (he websire: W\\'\\..d~ll._',ll'nre.CIl'.Ug/Wc.'l!11I.t'11Il1dwn/uichome-'1cm for more information. o . Detention ponds shall be dosigned to lill;it runoff to pre-development rates fOrIhe 2 through 2S-year .torm events ""1'i!is lorm shllll be iJtcfuded as II" attachment, In,l{ittl!! tile fro"t cover, OfJ/M .t:lol'fTlHJ((!e,. study . fMPOll1:.INl': E/VGINE/:R 1'1.1':451:::, REAll BELOW IllY/) SIGN! All thl':: fGngmccr Ofn::c;tfdt 1 crcbt::"crtiry the ab~ve required jt~ms ~ complete and included with the submitted storlTlWEtTl:'lr study and plan set , / ' Sigl1ature: Date: Cj 2. 10(5 , f PRE-sUBMIllAL REC'O Revl..d 1/1/08 Molly Markarian SEP 5 2GB?of 10 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone ~~/!"N"~,_,'~iI." '.:, .~ A6... , 8i:'.~.' . ~ -.... " ''''.-w_'_'___'''''' r of Springfield Official Receipt uevelopment Services Department Public Works Department RECEIPT #: 3200800000000000633 Date: 09/05/2008 2:08:45PM Paid By RANDY MCDOUGALL Item Total: Check Number Authorization Received By Batch Number Number How Received Amount Due 346.00 $346.00 Job/Journal Number PRE200S-00065 Description CTY Site Plan Rvw Tentative Payments: Type of Payment Check Amount Paid tj 1027 In Person Payment Total: $346.00 $346.00 PRE-sUBMllTAl REe'D SEP 5 2008 cReccintl Page J of J 9/5/2008