The URL can be used to link to this page

Home My WebLink AboutApplication APPLICANT 4/27/2010 I /.V of Springfield Jevelopment Services Department 225 Fifth Street Springfield, OR 97477 . . Site Plan Review I . .. . ~...- . .. A licant Name: J. Dou Phone: 541-484-7102 Com an : McKa Commercial Pro erties {.,t...<- Fax: 541-484-7103 , Address: 76 Centennial Loo Suite D Eu ene OR 97401 A Iicant's Re . Gail Fortier Phone: 541-485-8383 .. Com an : SSW En ineers Inc. Fax: 541-485-8384 Address: 2350 Oakmont Wa Suite 105 Eu ene OR 97401 Owner: Same as A licant Phone: Com an Address: Fax: ASSESSOR'S MAP NO: 17-03-27-0-0 1100 Shelle Street 9.9868 TAX LOT NO S : 902 Acres x S uare Feet 0 Pro osed Name of Pro"ect: Turtle Mountain Truck Dock Addition Description of If you are filling in this form by hand, please attach your proposai description to this application. Pro osal: Summa of ro osed modifications is located on a e 1 of the narrative. A. . . ~ Case No.: DI(C.2.0lO-000l~ Si Reviewed b <jf Reviewed b :--p1L- A Iication Fee: :S70 . TOTAL FEES: $ 1'..1' '. tW', CT NUMBER: Pt:2.SWIO. 00 ,~ . , Revised 11/19/09 Original Submittal 1 of 8 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 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. Ijwe do hereby acknowledge that Ijwe are legally responsible for all statutory timelines, information, requests and requirements conveyed to my representative. Owner: fl1Cf-'1 {""'111- e~---( ?"'f.l>y-ii"'-f L..LG Q /MJP4 /}n~ /I14~fY:t- ~~ Date: si1nai:u~ed / / U f . :T Da Ie ;If 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 submittall 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: Print Date Received: APR 2 7 2010 Original Submittal Revised 11/19/09 2 of 8 . . 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. C2J Application Fee - refer to 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. C2J Site Plan Review Application Form C2J Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should also include the proposed number of employees and future expansion plans, if known. C2J Copy of the Deed C2J Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. C2J Copy of the Site Plan Reduced to 8'/2"x 11", which will be mailed as part of the required neighboring property notification packet. I..J/A 0 Right-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility.. J/A 0 Three (3) Copies of the Stormwater Management System Study with Completed Storm water Scoping Sheet Attached - The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. 4A 0 Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in accordance with SDC 4.2-105 AA. 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. C2J Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR _Eighteen-(18)-Copies-of-the-f'ollowing~Plan-Sets-for-Submit~al- ---. . C2J 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. C2J All plan sets must be folded to 8Y2" by 11" and bound by rubber banlllate Received: a. Site Assessment of Existing Conditions C2J Prepared by an Oregon licensed Landscape Architect or Engineer Original SubmirraL."_____~.._ 40f8 APR 2 7 iom Revised 11/19/09 . [g] Vicinity Map [g] The name, location and dimensions of all existing site features including buildings, 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. No/ A D 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 lOa-year floodplain and floodway boundaries on the site, as specified in the latest .--- .- - - .----.adopted-f06MA-fOlood-lnsurance.Rate-Maps.or-FEMA-approved-l:etter-of-Map-Amendment-- . or Letter of Map Revision ~ 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 ~ Physical features including, but not limited to trees 5" in diameter or greater when measured 4 V2 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcrop pings ~ 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 . . NIl>-- b. Site Plan ~ Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer ~ Proposed buildings: 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 ~ Location, dimensions, and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs, and striping ~ Dimensions of the development area, as well as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and other impervious surfaces ~ Observance of solar access requirements as specified in the applicable zoning district ~ On-site loading areas and vehicular and pedestrian circulation ~ Access to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed curb cuts and curb cutsproD~~ ~ be .c1os~d ~ Location,type, and number of bicycle parking 'spaces" . '. ecelved. ~ Location of existing and proposed transit facilities APR 2 7 2010 D Area and dimensions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar~d\}im\~~tffi~-public..uses D Phased Development Plan - where applicable, the Site Plan 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 Nt", Revised 11/19/09 5 of 8 . . 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 [8J Prepared by an Oregon licensed Civil Engineer [8J Location and width of all existing and proposed easements [8J Location, widths (of paving and right-oi~~~y), and names of all ~xisting and p~oposed . streets, alleys, dedications or other right-of-ways within or adjacent to the proposed .._.__--<ieveillpJ:DeDkincluding.ownership_and..maintenance.status,jtapplicable.._~__.. ___ _ _ . [8J Location and type of existing and proposed street lighting [8J Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, and similar public facilities [8J Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails [8J Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points d. Grading, Paving, & Stormwater Management Plan [8J Prepared by an Oregon licensed Civil Engineer HI A 0 Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the storm water management system [8J Roof drainage patterns and discharge locations [8J Pervious and impervious area drainage patterns [8J 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 [8J Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) [8J Amount of proposed cut and fill e. Landscape Plan Not Applicable - No Changes N/A. 0 Drawn by a Landscape Architect o Location and dimensions of landscaping and open space areas to include calculation of landscape coverage o Screening in accordance with SDC 4.4-110 o Written description, including specifications, of the permanent irrigation system o Location and type of street trees o List in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantitY. si~I-.s.Ra!:jDQ,. and method of planting uate t<.o:::celveo. f. Architectural Plans APR 2 7 2010 Revised 11/19/09 Origin~lo~~bmittal d______ .___UH __. .__ [2J Exterior elevations of all buildings and structures proposed for the development site, including height [2J Conceptual floor plans g. On-Site Lighting Plan [2J Location, orientation, and maximum height of exterior light fixtures, both free standing and attached JZ1 Type and extent of shielding, including cut-offangles, and type of illumination, wattage, and luminous area _ ------ 8HPhototnetric-test-reportfor-each-,ight-source------~----- [2J Additional Materials That MaV 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 compliance with SDC 3.2-240 o 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 o A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present o Where the development area is within an overlay district, address the additional standards of the overlay district o If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 o A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property o Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review o Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development o Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 o 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 served'bysa8itary sewer -. - - - - - . -- Date Received: APR 2 7 2010 Original submittal Revised 11/19/09 70f8 . . Activity: Application for Modification of Site Review SSW EN6INEERS", CIY1l.!TRUCTUIW.'BUllDIIIGDESIBB SU1I'/EY1BB'WlDlISfPlAllmBB 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541) 485-8383 Fax (541) 485-8384 email@ssw.engineer.com Written Statement for Major Modification of Site Plan Review Property Location: Map 17-03-27-0-0, Tax Lot 902 Leased Facility in Industrial Park 1100 Shelley Street, Springfield, OR Site Developer & Owner: McKay Commercial Properties 76 Centennial Loop Eugene, OR 97401 Contact: Doug McKay Buildinq Tenant: Turtle Mountain LLC P.O. Box 21938 Eugene, OR 97401 Contact: Mike Dunteman land Planner I Enqineer: SSW Engineers, Inc. 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541) 485-8383 Contact: Gail Fortier Current Zoninq: Light Medium Industrial Previous Land Use Actions: Site previously reviewed under Site Plan Review Journal Number 91-07-95. Current Buildinq Permits: A Building Permit is currently issued for improvements to an existing sound attenuation wall at the north property line. The building permit number is COM 2010-00254. Date Received: APR 2 7 2010 Original Submittal . INDEX WRITTEN STATEMENT A. Project Summary B. Approval Criteria in SDC Section 5.17 - 125 EXHIBITS Determination of Type II Major Modification to Site Plan Review Deed and Legal Description Preliminary Title Report Stormwater Scoping Determination Reduced Site Development Plan . Page 1 Page 2 Exhibit 1 Exhibit 2 Exhibit 3 Exhibit 4 Exhibit 5 Date Received: APR 2 7 2010 Original Submittal . . Major Modification of Site Review 1100 Shelley Street, Springfield OR Page 1 A. PROJECT SUMMARY 1100 Shelley Street operates as a production facility for Turtle Mountain LLC, manufacturing frozen treats. The building and site were previously reviewed under Site Plan Review Journal Number 91-07-95. The proposed modifications to the site plan include construction of a truck dock, a covered trash enclosure, installation of siding of the north wall of the refrigeration unit structure, and enlargement of a covered area on the west building side for auxiliary equipment, such as electrical service boxes, compressors and other miscellaneous items. The proposed covered areas are not heated or expected to be continuously occupied. An existing free-standing sound wall is located north of the facility, between the refrigeration unit and the residentially zoned properties to the north. Improvements to the sound wall are currently underway under City of Springfield COM 2010-00254. The sound wall improvements are not subject to this Modification of Site Review, but are mentioned to demonstrate part of an ongoing effort to minimize the impact of the production facility on the residential properties to the north. The facility does not currently have a truck dock, but uses the docks at the adjacent industrial building located to the east at 1040 Shelley Street. Currently incoming shipments must be moved by fork lift from 1040 Shelley Street to the subject facility at 1100 Shelley Street. The new truck dock will streamline the operation and reduce the traffic and noise generated by the operation. The proposed location of the truck dock is shielded from the properties to the north by the refrigeration structure and the sound wall. The proposed truck dock is a needed safety improvement for the Turtle Mountain operation, because the currently used docks at 1140 Shelley Street are sloped in such a way that causes the interior of the truck trailers to be slippery, and. unusable by fork lifts. Due to the nature of the product manufactured by Turtle Mountain, the floors of the truck trailers are often frozen. The proposed dock is designed to be flatter, and therefore reduce the risk that employees or equipment will slip. The current trash enclosure is a sight obscured chain link fence. The proposed structure will have concrete masonry walls, a metal roof, and will be hydraulically. isolated and plumbed to the sanitary system to comply with current code requirements. The auxiliary equipment area on the west side of the building will be remodeled to have a more finished appearance, including metal siding to match the existing building. The walls will be insulated to reduce noise and reduce the potential..Qf . d. . Date Kecelve . APR 2 7 2010 Original Submittal . . Major Modification of Site Review 1100 Shelley Street, Springfield OR Page 2 freezing within the structure, but will have some open walls. The areas enclosed with chain link fencing will be lined with compressed insulation panels to reduce noise outside the equipment storage areas. The freezer unit structure south of the sound wall is currently an open sided canopy constructed of steel framing. Insulation and siding of the north wall facing the residential areas is proposed. This would serve an aesthetic purpose, as well as reduce the transmission of noise generated by the unit. The proposed changes will serve to increase efficiency oOhe facility, bring aspects of the site in compliance with current code requirements and reduce the impact of the operation upon the surrounding properties. B. APPROVAL CRITERIA Springfield Development Code 5. 17 - 125 Criteria A. . The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. The current zoning district for this site is Light Medium Industrial. The Eugene- Springfield Metropolitan Plan also designates the site as Light Medium Industrial. No change in use or is anticipated by the proposed modifications to the approved plan, reviewed under Site Plan Review Journal Number 91-07-95. B. Capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and storm water management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time of development, unless otherwise provided for by this Code and other applicable regulations. The Public Works Director or a utility provider shall determine capacity issues. Requirements of public and private facilities are not significantly modified by the proposed changes, as follows: Stormwater: The area of impervious $urface remains Uhchariged. After reviewing the project to determine the Stormwater Management System Scope of Work, the City of Springfield Public Works representatives decided that a drainage study is not required. The notification of this decision is attached as Exhibit 4. The revised stormwater I sanitary site plan complies with the requirements for covered area over the truck dock and trash enclosure, hydraulic isolation of the area drains, and piping of the area drains to the sanitary rYalenReceived: APR 2 7 2010 Original Submittal . . Major Modification of Site Review ] 100 Shelley Street, Springfield OR Page 3 The proposed stormwater catch basin in the truck dock is pumped to an existing adjacent storm water line on the site. Sanitary System: The amount of discharge into the sanitary system from the trash enclosure and the truck dock is anticipated to be well within the capacity of the existing system. No other additional discharge is proposed. Water, electrical, natural gas capacity: No changes are proposed that will significantly affect these utilities. The proposed changes do not affect street and traffic safety controls. C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. The intent of the project is to upgrade some of the elements of the site design to comply with current Springfield Development Code and Public Works requirements, as mentioned above regarding the sanitary and stormwater systems. The proposed structures or additions are permitted in the Light Medium Industrial Zone, and comply with setback and other zoning requirements, as shown on the Existing Conditions Plan and the Site Development Plan. The landscaping islands shown on the existing conditions plan are unchanged, except where the driveway is widened. Landscaping is located at the north property line, west of the building between 1100 and 1130 Shelley Street, and south of the building serving as a buffer between the parking and the private portion of Shelley Street. The improvements to the building, including the dock shelter, trash enclosure, and auxiliary mechanical area are designed to comply with the 2007 Oregon Structural Specialty Code, and the 2007 Oregon Fire Code. D. Parking areas and ingress-egress points have "been designed to: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas; minimize driveways on arterial and collector streets as specified in this Code or Date Received: APR 2 7 2010 Original Submittal . . Major Modification of Site Review 1100 Shelley Street, Springfield OR Page 4 other applicable regulations and comply with the OOOT access management standards for State highways. The parking that was located on the east side of the building has been relocated south of the building, along the private street buffer landscaping, with a net increase of two spaces. The ingress-egress driveway near the truck dock will be widened as shown to accommodate truck maneuvering. Parking spaces west of the building are unchanged. Existing bicycle parking as shown on the site plan is unchanged. Transit stops are not located near the property. They are either to the north near Gateway and Harlow Roads, or to the east near Pioneer Parkway and Q Street. The traffic flow routes and the quantity of traffic entering or leaving the site are not affected by the proposed changes. The site does not access an OOOT facility . E. Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map and their associated riparian areas; other riparian areas and wetlands specified in Section 4.3-117; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740- 760, 358.905.235-240, shall be protected as specified in this Code or in State or Federal law. The portion on the site being redeveloped does not contain any of the protected features mentioned above. Date Received: APR 2 7 2010 Original Submittal . . ~'}J/T / 225 FIFTH STREET SPRINGFIELD, OR 97477 (541) 726-3753 FAX (541) 726-3689 www.ci.springfield.or.us December 23, 2009 5"'i ;:::k_ r;;fi~J :] '-If. r ljo 1 '( "-McKayEommerdal-Properties,~~E-- 76 Centennial Loop, Suite D Eugene, OR 97401 Re: Building PermitCOM2009-01758 New Truck Dock & Associated Site Modifications 1100 Shelley Street, Springfield The City of Springfield Planning Division has been routed building permit COM2009-01758 for review. This bUilding permit proposes the installation of an 85 foot long truck dock and associated site alterations to accommodate the new loading dock. Included in these alterations are the relocation of parking spaces, dumpster location, storm lines and alterations to existing planter islands. The zoning district for . this development is Light Medium Industrial with Low Density Residential directly to the north of the site. The building and parking area was previously reviewed under Site Plan Review Journal Number 91-07-95. The Springfield Development Code states the following in section 5.17-145, "The Site Plan Modification . process establishes procedures to allow certain adjustments to an approved Site Plan, either after Preliminary Approval or after Rnal Approval. This process shall assure that any proposed Major Site Plan Modification continues to comply with the approval criteria specified in Section 5.17-125. ., The Director shall determine whether the Site Plan Modification will be processed under the Type I.or Type II review process as follows: 1. A Minor Site Plan Modification application is evaluated under the Type I review process. The application is reviewed based upon a particular standard as specified in this Code that does not involve a Type II or Type III Variance, e.g., a modification in the location or type of required landscaping or an insignificant change'in the number and/or layout of parking spaces. 2. A Major Site Plan Modification application is evaluated under the Type II review process. The application is reviewed based upon a particular criterion as specified in Section 5.17-125, e.g., a revisi(Jn of thestoll1l""at~r manag~mentpl~n, a..su~starJtialincrease in.th~size b(the building or when commercial or industrial development abuts property zoned residential." The site abuts residentially zoned property and the Planning Division has received numerous noise complaints from the residential neighbors to the north regarding the existing business on site. The proposed modifications are required to be reviewed under a Type II Major Modification to Site Plan Review before issuance and approval of the submitted building permit. Date .Received: APR 2 7 2010 Original Submittal . . Applications can be found at the City website www.ci.sorinafjeld.or.us. Please contact the Planner on Duty at (541) 726-3753 if you have any questions regarding the application process or fees. Sinc\lrely, ;. " ?/j.lj U1 ~ Liz Miller . Planner I . cc: Kip Kaufman, Plans Examiner Jim Donovan, Planning Supervisor Date Received: APR 2 7 2010 Original Submittal . . Ex!' ,'b,'-t z- ~ '11 A~~;r~r!?or~dY7~ "' ('Division of Chief Deputy Clerk Lane County Deeds and Records McKay Commercial Properties, LLC 76 Centennial Loop, Suite D , nts '~t\o\'\inr~~ .:{H'Wf.,~U(1~'I~rf'- . ~1I1111111111111111111l1 1111111111111111 11111111. $41.00 00938063200700S97720040043 08/24/2007 11:47:07 AM RPR-DEED Cnt=1 Sln=4. CASHIER 02 $20.00 $11.00 $10.00 "'-.- . "' ~~ay Commercial Properties, 76 Centennial Loop, Suite D Eugene, OR 9740] \.--- I WARRANTY DEED - ST A TUTORY FORM ,Mc.Ka)fln.v.estmenLCompaay..)J".c; an Oregon limited liability company, Grantor, conveys and warrants to Mcl{iiy C-ommereiaf'Propemes;>l!:IIi€;tan Oregon limited liability company, Grantee, the following described real property, free of encumbrances except as specifically set forth herein. Legal description on attached Exhibit A. Subject to: Reservations, rights-of-way, easements, conditions and restrictions of record, and leasehold interests. BEfORE SIGNING OR ACCEPTING THIS ]NSTRUMENT, THE PERSON TRANSFERRING fEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS ]97.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE 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 APPROVED USES, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 197.352. The true consideration for this conveyance is other than money. The liability and obligations of Grantor to Grantee and Grantee's heirs and assigns under the warranties and covenants contained herein or provided by law shall be limited to thc amount, nature and terms of any right of indemnification available to Grantor under any title insurance policy, and Grantor shall have no liability or obligation except to the extent that reimbursement for such liability or obligation is. available to Grantor under any such title. insurance policy. The. limitations contained herein expressly do not relieve Grantor of any liability or obligations under this instrument, but merely define tbe scope, natur ,and amount of sueh liability or obligations. Dated this .k:X. day of ,2007. Date Received: (sib'Ilatures and notary acknowledgment on following page) APR 2 7 2010 Warranty Deed - 1 C:\Documc:nts and SC(lin~\Rcccpti(m.OAKLE^F\L{)cal ScUings\Tempnrdry Internet .." S bitt I Filcs\OI.KJ3A\WarrnnlyDccd~hcllyStreetYlllanda082007.doc Onglnal u m a . . McKay Investment Company, LLC BY~A)~~ Lini:Ia McKay :OJ1!, . anager STATE OF OREGON ) ) ss. County of Lane ) This instrument was acknowledged before me on this ~ day of ~LI s-L-, 2007, by J. Douglas McKay and Linda McKay Korth, managers of McKay lnvestment (!i mpany, LtC. ~I.a~~ Notary Public for Oregon "",'5_~.. OffiCIAL SEAL ~':i~~ TRACY A STRODE t,,~,'m.j ~?rA;l~f'UBLlC-OREBOft ~..,:/ l.or.",\o1....SI0N NO. A38B292 .MY ';l..1:"'~'" 5~,)\1 :::\PIR'ESJA~ e 2009 Date Received: APR 2 7 2010 Original Submittal warraflty Deed - 2 C\Documcnt,> and Scltings\Rcceplion.OAKLEAF\l.ocal Scltings\Temporary Internel Files\OLK 13A \ WarramyDccdShcllyStreclY olanda082007 .doc ;{(I ;,p J\'v ~~\) . . EXHIBIT A (Shelly Streetly olanda) PARCEL I (Shelly Street): Beginning at a point being South 2344.01 feet and West 16.79 feet from the Northeast comer of the John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3 West of the WiIlamelte Meridian, said point being on the Northerly margin of the "Q" Street Freeway Connection; thence along said Northerly margin the following courses and distances: South 88057'00" West 115.34 feet, North 89021 '45" West 238.08 feet, North 79044'20" West 339.35 feet and North 65054'33" West 135.85 feet; thence leaving said Northerly margin North 84012'20" East 818.50 feet; thence South 0051 '52" Wcst199.10 feet to the Point of Beginning in Lane County, Oregon. ALSO beginning at a point being South 2180.56 feet and West 959.18 feet from the Northeast comer of the John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3 Wcst of the WiIlamelte Meridian, said point being on the Northerly margin of the "Q" Street Freeway Connection; thence along said Northcrly margin the following courses and distances: North 73014'36" West 159.07 feet, North 70037'52" West 215.71 feet and along the arc ofa 1362.40 foot radius curve right (the chord of which curve bears North 42023'13" Wcst 859.48 feet) a distance of 874.41 feet; thence leaving said Northerly margin South 89039=20" East 67.90 feet; thence South 52001 '20" East 1057.12 feet; thence North 89045'20" East 980.51 feet; thence South 0051 '52" West 9.46 feet; thence South 84012'20" Wcst 951.17 feet to the Point of Beginning in Lane County, Oregon. ALSO beginning at a point being South 1429.74 feet and West 1662.74 feet from the Northeast J...y comer of the John G. Day Donation Land Claim No. 58, in township 17 South, Range 3 West of a'" o...tJlothe Willamelte Meridian; thence South 89039'20" East 1439.33 feet; thence South 0020'40" ~ ()':.' West 240.00 feet; thence South 16006'00" East 62.56 feet; thence South 0020'40" West 237.43 ~~ ,"'~ 0 feet, thence South 89045'20" West 750.05 feet; 'thence North 5200 I '20" West 892.80 feet to the l\'\l .~o Point of Beginning, in Lane County, Oregon. O~ \ (I: (' V\ ",'Ii /11 (!) 1\<;) ,\V " lJO \10 -,\'v,^ ~Q ALSO beginning at a point being South 2085.92 feet and East 559.77 feet from the Northeast. comer of the John G. Day Donation Land Claim No. 58 in Township 17 South, Range 3 West of the Willamelte Meridian; thence South 0051 '52" West 246.80 feet to the Northerly margin of the "Q" Street Freeway; thence along said Northerly margin South 88057'00" West 472.88 feet; thence leaving said Northerly margin North 0051 '52" East 207.43 feet; thence North 84012'20" East 475.82 feet to the point of beginning, in Lane County, Oregon. EXCEPT beginning at a point.beingSouth89045'20" West 60.00 feet from the Southwest comer of Lot I, Block 7, EUGENE-SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as plaited and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South 89045'20" West 200.00 feet; thence North 0020'40" East 270.11 feet; thence South 89039'20" East 152.28 feet; thence along the arc of a 50.00 foot radius curve left (the chord of which curve bears South 43020'40" East 69.07 feet) a distance of 76.25 feet; thence South 0020'40" West 218.12 feetto the Point of Beginning, in Lane County, Oregon. Date Received: Exhibit A - I APR 2 7 2010 Original Submittal . . PARCEL 2 (Yolanda): Beginning at the Northwest comer of Lot \, Block 2, RANCH MARKET PLAT, as platted and recorded in Volume 26, Page 8, Lane County Oregon Plat Records, in Lane County, Oregon, run thence South 0001' West 90.0 feet along the West line of said plat, thence West 40.0 feet, thence . South 43006' West 220.0 feet along the Westerly line of said plat to the Northwesterly comer of Lot 12, in Ranch Market First Addition, as platted and recorded in Volume 28, Page 23, Lane County Oregon Plat Records, run thence South 26045' West along the West line of said Lot 12, 144.31 feet; thence along the arc of a 179.38 foot radius curve left (the chord of which bears North 76040' West 82.73 feet) a distance of 83.49 feet; thence West 83.40 feet; thence along the arc of a 50.0 foot radius curve right (the long chord of which bears North 45000' West 70.71 feet); thence North 340.43 feet to the center line of County Road No. 840; thence East along the center line of said County Road 469.41 feet; thence South 0001' West 30.0 feet to the point of beginning, in Lane County, Oregon. EXCEPT: Beginning at the Northwest comer of Lot I, Block 2, RANCH MARKET PLAT, as platted and recorded in Volume 26, Page 8, Lane County Oregon Plat Records; run thence West parallel to and 30.0 feet South of the centerline of County Road No. 840 (Hayden Bridge Road) 650.54 feet; thence North 30.0 feet to said centerline; thence East along said centerline 650.54 feet; thence South 30.0 feet to the poini of beginning in Lane County, Oregon. EXCEPT: Beginning at the Northwest comer of Lot 1, Block 2, RANCH MARKET PLAT, as platted and recorded in Volume 26, Page 8, Lane County Oregon Plat Records, said point also being on the Southerly margin of Hayden Bridge Road; thence along said margin West 230.49 fcello the True Point of Beginning; thence leaving said margin South 212.31 feet; thence South 46013'00" East 55.39 feet to the Northerly most comer of Lot 12, Block 2, RANCH MARKET FIRST ADDITION, as platted and recorded in Volume 28, Page 23, Lane County Oregon Plat Records; thence along the Westerly boundary of said Lot South 26045'00" West 144.31 feet to the Northerly margin of Ranch Drive; thence leaving said Westerly boundary along said Northerly margin along the arc of a 179.38 foot radius curve to the left (the chord of which curve bears North 76040'00" West 82.73 feet) a distance of 83.49 feet; thence continuing along said margin West 83.40 feet; thence leaving said Northerly margin along the arc of a 50.00 foot radius curve to the right (the chord of which curve bears North 45000'00" West 70.71 feet) a distance of 78.54 feet to the Easterly margin of Ranch Drive; thence along said margin North 310.43 feet to the Southerly margin of Hayden Bridge Road; thence leaving said Easterly margin along said Southerly margin East 238.86 feet to the True Point of Beginning, in Lane County, Oregon. Date Received: APR 2 7 2010 Original Submittal Exhibit A - 2 . . '( Vi II \ \ \ \(\ I \ le\ I \ \~ I \ \\~ I ~ "P JI NANC' LOCHAVEN I See ~ I SCOTT S <t r I' L :::J" 60~.~' LOCHAVE c , .IJ$.rr /7..?4. (7':;>' . ISO' .. ~906 ~ lSEE .''''.'''L.8 i ~ lA..Io" :Ii ..!:P, N.ll.~~~~ MAP II . g- lIf !:o.8~$$E..- e,oo.o' 17-03-27-2-4----- I ll~ n~ i~'~ SHE,LLEY STREET ~ . ~ .huri.M:rSlf".t".(~ $$p.'T7' ~.t!.a..:-.R/....<!..tk1.:54 "j LOT 8 25.16 .800 ,,.. 905. b . . <Xl '" f') o t- CL <[ :2 \'0' ~ .904/ 0- 's. ~5.WU,.6dl., q:;' 1-4''-''l.o:~ . - ,.t, ~~ .:h 8~ ;0 i ,"00' w w (f) ~ ~ ~tI t~ ~ Z< --.I - ..rd'fP~~ ...-0-""""/,7... r -=:.. - - P.f. ~~7#' p.", o '1f<Z"., S:""'2~'~ '0 . .-- JDe.s/,. S.~2"l5' a.o.S' WEST QUINAl..T 5rR(~.ET~ ~' ~ . WEST au ( ~<: " d""" ,'" '1 "cD . ,..1". .1> Date Received: APR 2 7 2010 Original Submittal . . 7!Exf,ib;f3 ~ Western Title&Escrow Western Title &. Escrow Company of Lane County 497 Oakway Road, Suite 340 Eugene, OR 97401 Office Phone: (541) 485-3588 Office Fax: (541) 485-3597 McKay Commercial Properties, LLC Attention: Doug McKay 76 Centennial Loop, Suite D Eugene, OR 97401 Date Prepared: April 20, 2010 Report Number: 34007 Lot Book Service : $200.00 Local Government Lien Search: $15.00 REVISION #1 LOT BOOK REPORT THE PRIOR REPORT IS REVISED FOR THE FOLLOWING: To add Easement. We have searched our Tract Indices as to the following described real property: SEE ATTACHED EXHIBIT "A" and dated as of March 19,2010 at 5:00 p.m. We find that the titie is vested in: McKay Commercial Properties, LLC, an Oregon limited liability company We also find the following apparent encumbrances prior to the effective date hereof: 1. Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only, This exception will not be shown on a title insurance policy. Original Amount: $79,986.71 Tax Lot No.: 170327 0000902 Account No.: 0227734, Code 01900 Note: 2009-2010 TAXES ARE PAID' 'IN FULL Hand are' being shown for . informationaL.purposes .0nl't'...This.excep.tion will, J]Qt De, ~b.9.\Yn..Q.o . il..ti1tE! insurance policy. Original Amount: Tax Lot No.: Account No.: $31,092.72 17 03 27 00 00902 -901 17512,86, Code 01900 Lot Book Report Page lof 7 Date Received: APR 2.7 2010 .-/Original Submittal Western TitI.H"'Q~ . Lot Book Report Revision # 1 (Exception No.1 continued) . Order No.: 34007 Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only. This exception will not be shown on a title insurance policy. Original Amount: Tax Lot No.: Account No.: $50,121.57 17 0327 00 00902 -902 1833902, Code 01900 Nobil:2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only. This exception will' not be shown on a title insurance policy. Original Amount: Tax Lot No.: Account No.: $28,091.45 17 03 27 00 00902 -903 1835535, Code 01900 Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes' only. This exception will not be shown on a title insurance policy. Original Amount: $666.63 Tax Lot No.: Account No.: ' 5063092, Code 01900 (Personal Property) Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only. This exception will, not be shown on a title insurance policy. Original Amount: $3,914.61 Tax Lot No.: Account No.: 5571275, Code 01900 (Personal Property) Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only. This exception will not be shown on a title insurance policy. Original Amount: $407.74 Tax Lot No.: Account No.: 5604067, Code 01900 (Personal Property) Note: 2009c2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only. This exception will not be shown on a title insurance policy. Original Amount: $799.16 Tax Lot No.: Account No.: 5604074, Code 01900 (Personal Property) Lot Book Report Page 20f 7 Date Received: APR 2 7 2010 Original submittal /'- Western T"" iCE","" . . Lot Book Report Revision # 1 Order No.: 34007 (Exception No.1 continued) Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only. This exception will not be shown on a title insurance policy. Original Amount: $859.87 Tax Lot No.: Account No.: . 5628641, Code 01900 (Personal Property) Note: 2009-2010 TAXES ARE PAID IN FULL and" are being shown for informational purposes only. This exception will not be shown on a title insurance policy. Originai Amount: $174.64 Tax Lot No.: Account No.: 5636853, Code 01900 (Personal Property) Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only. This exception will not be shown on a title insurance policy. Original Amount: $1,307.72 Tax Lot No.: Account No.: 5520034, Code 01900 (Personal Property) Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for informational purposes only. This exception will not be shown on a title insurance policy. Original Amount: $1,679.38 Tax Lot No.: Account No.: 5595690, Code 01900 (Personal Property) 2. The rights of the public in and to that portion of the herein described property lying within the limits of roads-and highways. 3. Limited access in deed to the State of Oregon, by and through its Department of Transportation, Highway Department, which provides that no right or easement of right of access to, from, or across the State Highway other than expressly provided therein shall attach to the abutting property. Recorded: March 20, "1959 Document No.: 62857, Lane County Records 4. An easement created by instrument, including the terms and provisions thereof, Recorded: May 26, 1977 Document No.: 77-31662, Lane County Records" In favor of: City of Eugene, for the benefit of the Eugene Water & Electric Board, a municipal corporation of Lane County, Oregon Date Received: APR 2 7 2010 Original Submittal Lot Book Report Page 3 of 7 /"- ../ ,,-----. Western T""OC",," . . Lot Book Report Revision # 1 Order No.: 34007 5. Terms, provisions and conditions of easement, including but not limited to maintenance provisions contained in instrument Recorded: February 8, 1979 Document No.: 79-07700, Lane County Records 6. An easement created by instrument, including the terms and provisions thereof, Recorded: September 11, 1979 Document No.: 79-54459, Lane County Records In favor of: The City of Springfield, a municipal corporation, in Lane County, Oregon 7. Revocable License Agreement, including the terms and provisions thereof, Recorded: August 5, 1988 Document No.: 88-31975, Lane County Records 8. Revocable License Agreement, including the terms and provisions thereof, Recorded: August 5, 1988 Document No.: 88-31976, Lane County Records 9. Improvement Agreement and Application for Sewer Hookup, including the terms and provisions thereof, Recorded: June 14, 1996 Document No.: 96-40071, Lane County Records 10. Unrecorded Option and Lease Agreement, including the terms and provisions thereof, Dated: September 3, 1996 Lessor: McKay Investment Company, a partnership Lessee: US West NewVector Group, Inc. (covers additional property) Disclosed by Memorandum of Option and Lease Agreement Recorded: Man:h 5, 1997 Document No.: 97-14696, Lane County'Records 11. Improvement Agreement and Application for Sewer Hookup, including the terms and provisions thereof, Recorded: - March 30, 1998 Document No.: 98-22031, Lane County Records 12. Unrecorded Option and Site Lease Agreement, including the terms and provisions thereof, Dated: April 1, 1999 Lessor: McKay Investment Company, a partnership __ Lessee: US West Wireless, L.L.c. (cbvers-aaditi6Ml'propertyt. ..--.-, Date Received: Disclosed by: Memorandum of Lease Recorded: May 11, 1999 Document No.: 99-042227, Lane County Records APR 2 7 2010 Lot Book Report Page 40f 7 Original Submittal ~. Western Titi,"suow . . Lot Book Report Revision # 1 Order No.: 34007 13. Unrecorded lease, including the terms and provisions thereof, Dated: May 31, 2001 Lessor: McKay Investment Co., LLC Lessee: Master Towers, LLC (covers additional property) Disclosed by: Memorandum.of Lease Agreement Recorded: July 10, 2001 Document No.: 2001-042842, Lane County Records Memorandum of The First Amendment to The Wireless Communications Management Agreement, including the terms and provisions thereof, Recorded: February 5, 2002 Document No.: 2002-009673, Lane County Records 14. Unrecorded Lease and Option, including the terms and provisions thereof, Dated: Lessor: McKay Investment Company, LLC, an Oregon limited liability company Lessee: Cricket Oregon Property Company, a Delaware corporation (covers additional property) Disclosed by Memorandum of Lease and Option Recorded: October 30,2001 Document No.: 2001-072228, Lane County Records Assignment of the lessee's interest, . Dated: September 28,2005 . Recorded: October 24, 2005 Document No.: 2005-084346, Lane County Records From: Cricket Communications, Inc. and Cricket Oregon Property Company To: Mountain Union Telecom, LLC 15. - Assignment and Assumption of Leases (Shelly Street / Yolanda), including the terms and provisions thereof, Recorded: August 24, 2007 Document No.: 2007-059773, Lane County Records From: McKay Investment Company, LLC, an Oregon limited liability company To: McKay Commercial Properties, LLC, an Oregon limited liability company 16. Existing leases and tenancies, if any. Date Received: APR 2 7 2010 Original Submittal Lot Book Report Page Sof 7 ~ We 5 te T n Till' &Escrow . . Lot Book Report Revision # 1 Order No.: 34007 This report is to be utilized for information only. Any use of this report as a basis for transferring, encumbering or foreclosing the real property described will require payment in an amount equivalent to applicable title insurance premium as required by the rating schedule on file with the Oregon Insurance Division. The liability of Western Title &. Escrow Company of Lane County is limited to the addressee and shall not exceed the premium paid hereunder. Any questions concerning the Lot Book Report should be directed to Jerrilyn Egger at 541-431-3710, or email atieClCler@lwesterntitle.com. Date Received: APR2 7 2010 Lot Book Report Page 60f 7 Original Submittal ~ Western n;;,&E;",w . . Lot Book Report Revision # 1 Order No.: 34007 Exhibit IIAn Beginning at a point being South 1429.74 feet and West 1662.74 feet from the Northeast corner of The John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3 West of the Willamette Meridian; thence South 890 39' 20" East 1439.33 feet; thence South 00 20' 40" West 240.00 feet; thence South 160 06' 00" East 62.56 feet; thence South 0020' 40" West 237.43 feet; thence South 890 45' 20" West 750.05 feet; thence North 520 01' 20" West 892.80 feet to the point of beginning, in Lane County, Oregon. EXCEPTING THEREFROM: Beginning at the Southwest corner of Lot 1, Block 8, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South 16006' East 62.56 feet; thence North 890 39' 20" West 17.71 feet; thence along the arc of a 50.00 foot radius curve right, having a central-angle of 2860 15' 40" (the chord of which curve bears North 00 20' 40" East 60.00 feet) a distance of 249.81 feet to the point of beginning, in Lane County, Oregon. ALSO EXCEPTING: Beginning at the Southwest corner of Lot 1, Block 7, EUGEN-E SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South 89045' 20" West 60.00 feet; thence North 00 20' 40" East 218.12 feet; thence along the arc of a 50.00 foot radius curve left (the chord of which curve bears North 6S0 05' 24" East 46.76 feet) a distance of 48.65 feet; thence South 890 39' 20" East 17.71 feet; thence South 00 20' 40" West 237.45 feet to the point of beginning, in Lane County, Oregon. ALSO EXCEPTING: Beginning at the Northwest corner of Lot 1, Block 8, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence North 890 39' 20" West 180.00 feet; thence South 00 20' 40" West 240.00 feet; thence South 890 39' 20" East 100.00 feet to the Westerly margin of Shelley Street cul-de-sac; thence along the Westerly margin along the arc of a 50.00 foot radius curve right (the chord of which curve bears South 890 39' 20" East 80.00 feet a distance of 92.73 feet) thence leaving said margin North 00 20' 40" East 240.00 feet to the point of beginning, _in Lane County, Oregon. ALSO EXCEPTING: Beginning at a point being North 890 39' 20" West 180.00 feet from the Northwest corner of Lot 1, Block 8, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded In Book 66, Page 13, Lane County Oregon Plat Records; thence North 890 39' 20" West 180.0 feet; thence South 00 20' 40" West 240.00 feet; thence South 890 39' 20" East 180.00 feet; thence North 00 20' 40" East 240.00 feet to the point of beginning, in Lane County, Oregon. ALSO EXCEPTING: Beginning at a point being South 890 45' 20" West 60.00 feet from the Southwest corner of Lot 1, Block 7, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South 890 45' 20" West 200.00 feet; thence North 00 20' 40" East 270.11 feet; thence South 890 39' 20" East 152.28_ feet; thence along the arc of a_50.00 foot.radius curve left (the chord of which curve bears South 430 20' 40" East 69.07 feet) a distance of 76:2Sleef;tfie nce SoTItn0020'-40"-West218:12-felOt-to-the-poi nt-of-beg inn ing; -i nota ne- County, Oregon. Date Received: APR 2 7 2010 Lot Book Report Page 7 of 7 ~ Submittal Western T1t1,Hmow ."~~ '.'t.... ,. >~i%;>t ~ ,. ,. ~f .:'.::"",;"~\..j,, ..!".:.~<:.::,~:",.: T_/;".f~?:.:;::''',:,:: '~m No'" '. . 'iir;;~;~~j~,;~;; eoelve~".".,. :'.~: '.. ','. i" . . 'l.;7~~",:,,41 " :!~rf" ,:'APR"~,~~:201O:~);100;:~(~ .. ..;~~~"'~~~~ .~~~l :,;...} r ". ..,~..j". CT;"'144SS2 7907700 ~ . . . Afl.r r,cording,,,u,,; 10: . ., ..:,'- .-,.. - ..........:;h..~....~_.....___.........;_..;h.._....... ....,....... . '. . - , . "'. .' -", , . .'.... . .....................-.............................................,........ . . . . r '. . . . . .'-:......:::-:..,...:-7NA~E':Ao.~.A"Es.5::iii>.~.-'. ..;................ .c........:.., ." ....,. . . '. . . UnliJIi::t...nlPll..QU"lidi~lrilifU'U.~~ri~I":" .... ::==::::=::t~!tXt.j{!t:-=:.i.i0::'=::::::':::: . . "'f'~ jj"'" ~.- Q 1r71 '.. . 'hmhhhh. ,..... ",""!L""~"hhJ_hhh'h' h.mh . ,. . .~"J.E;A.OO~U:'S,~IP '. .... . .-.... ". ,'. ".';',.' " : ....:. .:- . ::' : .WARRA-Nl"i"DEED~TAT~OJiYFORM' ...;...:.~~t~i..I~.~~~~:r.:.~9~~.~~..:~..~~i~~~~.$.!i-i-.P...;..;.~..:..~....::.....:~~..........~:.:.....,...;....:~.._...:.Gra~tor . . . conveys' and wa'mnts. 10 :.R.~,~X...K.~...MAU~.:...................:....,.........~..':":....:.........::....,........,............~;....:.::.::...:.,..:~,.. . . '. -. .. ". '- . .-. ....-.............._......................c.:._..,........'..::'........._........:............._:..:........."...:.......'.........:-........:-.....................:,........... G~~ec. the. foll?wing descri~d ~eaJ propeny fr~ of encumbf3~.' acept'll$' specif~ ~ fonh" bect~ri. . ( .A., T T.A .C. n,.E 'J?:). , . ~ B :3....i,'li.I9l!..aOO...i' .. (IF "NSUFl'IC:'ENT s"AcE. i:ONTI~Ue: OESCRI";"ON-ON ADOITIONALPAGEI <.' .Th~ said property is fr~c from all enc~mbrnnces:except . and easements of record - _ h~,'1 T...,;..7".....T c.. " " . . ". . "). c4-U-r' '1:-"1Z;; f. ~ .[Tue consldcrallon for this: conveyance 15 S.....3.5r.15.0...Qf).-?iJ.L_J'..:.~f__:.(~!...:/;;,o~,t.:.......~....:.I2?';t ',.",;,w, ~ " c/ 't.; I ' :,Sl3:=::,"'~"""'r--r,-m... . 19 .. n.m ,'.. k__X<t' .. m "'h,._ . .... ._n'm f' , :~f!,.~~i~f~GON. Counly of Lane, 55 Personally appeared the above named. '<f.!' "<"''':-.,'( \ {{.~ ..",,~'i_ -I~STMENT COMPANY r:l: ~a\il\ll.Ywrc:dt.l'd ~h~ foregOing Inslruml!nf to be. .~.Q~!..;.....VZlunt T)' Bel and deed~ Before me. i. .:F.a ..",&;.€*~ '-r ~ S1.;.;, ~ \~,~~p~,~;~'~:4..;:.r~' A D. 19...1.9........ ........ .N:lilr;p~~;~';c~';;f~'. <:t.~.Ii"~,.,,,,,,,,,,,,,,,,.,"_,,.,, .:........~ OF'Q'~"'~..'''~.': \: :' CASCADE TITLE ~OMPANY' 1075 Oak Street; Eugene . .."..,,"""~,... '. ::'''' . .... cOhditions, restri~t~ons I " , '0. .. ....,. :." '. .~.~ ,~ '.";;'~,: ,'.' .: .;;.:~.,. '., '. I.~.".:. '.";. ',r- ::<" " --.:-.:.:,.'. r'. '. .,:~. . . '11 ..::.~<c. . ">:\~r~f:;;,r!::.-,,{~y. " .t;.J'. '., " ',' ';{~1~>"(:'f;::; -~ .:. L . ;~. '.,.'~-:' .'. ~. c";".".;' . :.'.';,":'::.,. .,' " , r .~.\. r " ',' ',7907700 r, . . . , - :Beginning' at a. point :be1ng So'uth' 890 ~5.'20" We'st: 60. 00 'feElt~ "fro~. ~ . the: SQuthweat-. corner of'. Lot:: 1. Block .1 j: EUGENE,:,,:SP!'iINGFIELD: ._, .. ~ "INDUSTRIAL.PARK FIRST "ADDITION; as platted and recDrded'~n .Book. . 66', Page .13, Lane County Oregon. Plat "Recorda;:.thence- ao.lJ.tb 890. ~5! 20""Weat 200,0.0 feet;.the"nce North 00 20"'lJO":-.East 270~1l"feetj'" .thence South 8go 39' 2QII.Eaat:"152.2B reet;~.~hence along..the aI'c.of a-50.00 foot radius curve left (the chord of which curve bears South.lJ30 20! ~O" F.:ast "69'.07 teet) a distance of:".76.25 feet;" ....; thence South 00 2Q' 4o~ West 218.12 feet. to the'Point of Beginning, 1n L~ne 'County;" Ol."egon;', " .. :".:~'. .' . . '. , EXCEPT: Grantor reaerves' unto' itself an.esBement.over' the foil oWing aeacr1bed p~operty: Beginning:at a:poiht oe1ng. . South 890 45' 20".West 260.00 feet and:North .00 .20' 40'! East" .,270.11 feet from:.the Southw.eat corner-'.'or.' Lot. 1:.' Block '1~ '," EUGENE-SPRINGPIEL~ INDUSTRIAL PARK.FIRST'ADDITrO~)'as ,platted, and'record~d 'in 'Book 66; Page 13. Lane County'Oregon'Plat ' '.Recorda;,> thence South 890 3.9' 2'0". East 152.'.28: feet; ,thanc"e . ...along .the :arc 'of a. 50.00 foot'radius curve left (the'.choT'd. ~r, which'curve bears South 110 26' 30~ East 2a.43 reet)'a 'dlst"anc.e. of 20.51 feetj then'ce Nor-th' 8go 39'. 20.n' West 156..45' feetj thence North 0020' lion East 20.00 feet to' the 'Point. of" Beginning) "1n .~'a.n.e: COt;nty~ Oregon. . , .~. . "'. .r'," f J ,~ " r.,~ &., ~ . -S,E'-Si 'o'l:l'~" ,,6 ='5 ~ -, " . ,",,' .5H';J...... ~.<: ~l ol'l:lL .- ,,~~,H !'~H, l:.3..,.;.r::..1t 0'" ~c5"t1 ~ '0'; ~'o l>7.E ; 5 - e ~.~. . rIlr3. Eu5. ~ :',. o o !'" !'" g !'" ....iIiJ. 1 ~, 0 ~ . &:;:~ '. 0 .~ s ;;:. .~ ' I) :~ 8 in} ..~. ~G l' J.~J' '" ,,, j i':'F:I ,t - ~. '.R:..(;J) il! ~ . .\~~. iXJ ,~,. . ,- .....;."...' :,r:";,,,'t:'-:..: : ".:,'~" .... ..., J,~' ',"..' . . UDmlUab ;' , .::\k';~~:'1'1~~~I.;~~: . .'. >':~':f}i:.. ~ 't'~'" ~ ..' ;'ixi1J~ fl{l , ': )"i>'i :_~;.,>.,..:: '.- .. :.\...' !n~>..\ '.'. l~):" l .:~- X: :.~., ~~\jX;:: .'--:' ::~~;.;;;12;:~)}Fff(: . . -';. ,...... ./:t;-;. .L:'" , , . .,'b,i 4 Page I of! From: MCEACHERN Clayton [cmceachem@cLspringfield.or.us] Sent: Thursday, January 14,2010 2:50 PM To: SS&W Inc. - Engineers User Subject: RE: Stormwater Scoping Sheet Hi Michael. Matt Stouder asked me to get back with you about this application. Weare not requiring a drainage study for this since there will not be any change in impervious area (based on the plans that were submitted to the building department for the new truck dock). We do have some requirements for stormwater quality related to truck docks. The first 3 feet of the dock (measured from the building or dock face) must be hydraulically isolated, covered and plumbed to the sanitary sewer. Most loading docks use a trench drain across the ramp just before the sump area and a small area drain to the sanitary sewer at the low point of the sump. In addition the drawing showed a new trash enclosure, this must also be covered, hydraulically isolated and plumbed to sewer. Usually a raised lip (kind oflike a speed bump)is put around the enclosure at the drip line of the cover and an area drain provide at the low spot under the cover. Both of these measures are required by our Engineering design standards and procedures manual and technical details are located in the Portland stormwater management manual ch 4. Let me know if you have any questions-we usually work out any compromises necessary on retrofitting existing sites to meet as many of the above requirements as possible if they can't reasonably be met due to existing structures. From: SS&W Inc. - Engineers User [mailto:email@ssw-engineer.com) Sent: Thursday, January 14,20109:02 AM To: STOUDERMatt Subject: Stonnwater Scoping Sheet Matt Attached is the stormwater scoping sheet for a new truck dock located on Shelley St. The City permit number is C0M2009- 01758. Thank you. Michael A Cox. E.I.T. SSW Engineers Inc. 2350 Oakmaut Way, Suite 105 Eugene, OR. 97401 Tel: (541) 485-8383 Fax: (541) 485-8384 Email: email@ssw-engineer.com Date Received: APR 2 7 20ta Original Submittal +:1,..../fL'.\ Tr\DQ\t::Q(\{)IC'\hQ()O\Pm~ll\Tnf'''m.jna\RP ~t()rmw~tf'.r Sc'nninp Sheet.htm 3/30/2010 . . Sj:G~L~, PUBLIC WORKS DEPARTMENT /Engineering Division Phone: (541) 726-3753 Fax: (541) 736-1021 MARCH 5, 2004 REQUIRED STORMWATER SCOPING SHEET USE POLICY: In October 2003, Springfield Public Works released a trial "stormwater scoping sheet," provided to help engineers and developers meet stormwater requirements in the Springfield Development Code (SDC) and Engineering Design Standards and Procedures Manual (EDSPM). After a five month trial period, it became apparent that users of the scoping sheet submitted much more complete applications than non-users. An added bonus was a decrease in the overall review time spent on the applications, resulting in quicker notice of decisions. As a result of the benefits of the scoping sheets, the City has decided to make their use a mandatory process. As of April 12, 2004, the use of stormwater scoping sheets will be required for all applications which require development review. All applications submitted to the City shall provide four (4) copies of a completed stormwater scoping sheet with the application packet. Attached with this letter is the latest version of the scoping sheet, which reflects changes requested by the development community. PLEASE NOTE: SUBMITTED APPLICATIONS WILL NOW BE REQUIRED TO SUBMIT A COMPLETED STORMW A TER SCOPING SHEET, STORMWA TER STUDY AND PLANS IN CONFORMANCE WITIITHE SCOPE REQUIREMENTS DIRECTIONS FOR USING STORMWATER SCOPING SHEETS ARE AS FOLLOWS: I. Obtain scoping sheet from application packet, city website, or other location 2. Fill out project information (top half offront sheet) prior to commencement of work on stormwater study (note: do not sign scoping sheet until it is received from the City with requirements checked). 3. Mail, fax, or email all pages to: City of Springfield, Public Works Dept., Attn: Matt Stouder 4. Receive completed scoping sheet (filled out by the City) indicating 'minimnm requirements for a complete stormwater study 5. Include four (4) copies of complete scoping sheet (signed by engineer at the bottom of page 2), stormwater study and plans that comply with the minimum required scope with submittal of application packet. The scoping sheet shall be included as an attachment, inside the front cover of the stormwater study. ' Stormwater scoping sheets can be found with all application packets (City website and the Public Works front counter) as well as on the Public Works webpage at either: www.ci.springfield.or.uslPubworks/whatsnew.htm or under the link for "fillable forms" at www.ci.springfield.or.uslPubworks/Designfstart.htm. Thank you in advance for working with the City of Springfield with this new process. Sincerely, Matt Stouder, Civil Engineer City of Springfield, public W orkslEngineering Email: mstouder@cLspringfield.or.us Phone: (541) 736-1035 Fax: (541) 736-1021 Date Received: APR 2 7 2010 " Original Submittal, Revised 11/19/09 8 of 10 . . SP!:DR~~ PUBLIC WORKS DEPARTMENT /Engineering Division Phone: (541) 726-3753 Fax: (541) 736-1021 STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK --- (Area beluw this line filled out by Applicant) --- (Please return to Matt Stouder@CityofSpringfieldPublic Works Engineering; Fax # 736-1021, Phone # 736-1035.) Project Name: New T6JC._\<.. DOG K Applicant: SSw EnOl'lf"\eers 1 "c. Assessors Parcel #: 17- 03 27-0-0 ' Date:' 0\ I D0 J vz'olO Land Users): UJ\-.-\- Me cl. \ \A <V\ IndUS-r-r;<v1 Phone #: 5'1 \ - LJ8S - 8383 Project Size (Acres): 0,1010 Fax#: 13"\1-'-\85-8&84 1\Pp~ox. Imperyi~us~ea: , 0, \ 0 Co Email: C':I'Y'\Ov;\ (oJ.s,;w-er.";,,,eer,c-orn ;...'..."i.'....,.,__...::,-.<,:-,.,.'.".v.:..::;'(.-.,:",.:'(""",',.,', ,.:.',..,._":..-.,...-....., ,,:.,'h" .....:',,;.;. " "., "'.-', Project Description (Include a copy of Assessor's map): +",^G\c dOG Ie: o."d aSS8G\ u... \-e..J.. CO".! \-r~G-\-,'o" o~ "'-" 8 5 foot- \0""') s;hc aXt<<..o....-\--:o^"5 +0 ",-cCO rr.mod",k "0'^-' I 0 cxJ. : "'J dock. Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: New ,C<A.\-oh . })a.B\,,',S ;~s+",IIe.J ,''1 lowpo,,,,,T of- +r",cA:.. ~ock, tar pv...poSe ~ olr"-''';^j clock <>-i'\da.olJo.~ iMfuv',ov-j c...re.,^-- StorYY'\wahor ..., p,-,-""peA --\-0 ex:.st'rnJ ca..+ch ba.s ,f\ tha...-t j~v,+y flows oR:' s.k, -to f'v.'\'\:c. S~or;v-. 1:"eS. Proposed Stormwater Best Management Practices: ca..+o\--;' bCl5 ; n are! Prop r; e.--I-,,;r v} :c: f-y. appro,ved S+ormwOv+er t"e~tMef\+ k\J;u '" Sv/V'p f'c. ~'P Sh,^--\--- (?~f ~o r S au-rce cDnJ-rol (Area beluw this line (illed out bv the atv and Returned to the Applicant) , (At a minimum, all boxes checked by the City on the front and back of this sheet shall be submitted for an application to be complete for submittal, although other requirements may be necessary.) Drainal!e Studv TvIle (EDSPM Section 4.03.2): (Note. DB 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 - (use Unit Hydrograph Method for calculations) Environmental Considerations: 0 Wellhead Zone: 0 Hillside Development: 0 WetlandJRiparian: D Floodway/Floodplain: D SoilType: D Other Jurisdictions: Downstream Analvsis: 0 N/A .. 0 Flow line fof starting water surface elevation: D Design HGL to use for starting water surface elevation: 0 Manhole/Junction to take analysis to: Return to Matt Stouder ({il Citv of Snrinl!field, email: mstouderlnlci.snrinl!field.or.us, FAX: (541) 736-1021 Date Received: Revised 11/19/09 APR 2 7 2010 9 of 10 Original Submittal . . COMPLETE STUDY ITEMS I For Official Use Only: * Based upon the information pravided on the front of this sheet, the following represents a minimum of what is neededfor an application to be complete for submittal with respect to drainage; however, this list shauld not be used in lieu of the Springfield Development Code (SDC) or the City '$ Engineering Design Manual. Compliance with these requirements does not constitute site approval; Additional site specific information may be required Note: Upon scoping sheet submittal, ensure completedform has been signed in the space pravided below: . Interim Design StandardslWater Quality (EDSPM Chapter 3) Req'd N/A o 0 All non-building rooftop (NBR) impeIVious surfaces shall he pre-treated (e.g. multi-chambered catchbasin wloil filtration media) for stormwater quality. Additionally, a minimum of 50% of the NBR impeIVious surface shall be . treated by vegetated methods. o 0 Where required, vegetative stormwater design shall be consistent with interim design standards (EDSPM Section 3.02), set forth by the Bureau of Environmental SeIVices (BES) or Cleau. Water SeIVices (CWS). o 0 For new NBR impeIVious area less thau 15,000 square feet, a simplified design approach may be followed as specified by the BES for vegetative treatruent. o 0 If a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, aud 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 se~ondary containment or weather resistant enclosure. General Study Requirements (EDSPM Section 4.03) o 0 Drainage study prepared by a Professional Civil Engineer licensed in the state ofOregon. o 0 A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. . 0 0 Calculations showing system capacity for a 2-year storm event aud overflow effects of a 25-year storm event, o 0 The time of concentration (Tc) 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 aualysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the . Oregon Plumbing Specialty Code (OPSC). o 0 Elevations of the HGL aud flow lines for both city aud pnvate systems where applicable. Design of Storm Systems (EDSPM Section 4.04) o 0 Flow lines, slopes, riin elevations, pipe type aud sizes clearly indicated on the pIau set. o -0 Minimum-pipe-cover-shall be 18 inches forreinforced pipeaud 36 inches for plain concrete audplastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support au 80,000 Ib load without failure of the pipe structure. . 0- 0 Manning's ''0'' values for pipes shall be consistent with Table 4-1 of the EDSP.. All storm pipes shaII be designed to achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well. OtherlMisc o 0 Existing and proposed contours, located at one foot inteIVaI. 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 auother o 0 Drywells shall not receive runoff from auy surface wlo being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to the website: www.dea.state.or.us/wallrroundwaluichome.hcm for more information. o 0 Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year storm events 'This/orm shall be includedos an attachment, inside the frontcov':!' of the stonnwater study . IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGNI As the engineer of record, I hereby certifY the above required items are complete aud included with the submitted stormwater study aud plan set. Signature: Date: Date Received: Revised 11/19/09 10 of l~PR 2 7 2010 Original Submittal