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HomeMy WebLinkAboutApplication Applicant 1/11/2024 (2)THE SATRE GROUP Land Use Planners, Landscape Architects, Environmental Specialists 375 West 4th Avenue, Suite 201, Eugene, Oregon 97401 (541) 686-4540 • www.satregroup.com TRANSMITTAL TO:City of Springfield DATE:December 21, 2023 225 5th Street PROJECT:LifePoint Rehabilitation Hospital Springfield, OR 97477 Major Replat – Tentative CLIENT PROJ #: ATTN:SG PROJ #:2312 TRANSMITTED:Herewith X DISPOSITION:For Your Approval Separate Cover For Your Information/Use X Other For Reply TRANSMITTED: # Copies Item Dated No. Pages (In addition to this cover page) Two (2) paper copies and One (1) CD of a: Major Replat Tentative Plan Application Packet REMARKS:This Major Replat Tentative Plan application packet is hereby submitted for Completeness Check. The submittal package includes: 1. This Transmittal 2. Application Fee 3. Application Form 4. Written statement 5. Deeds 6. Title Report 7. Reduced Copy of Replat Plan 8. Stormwater Management System Study (with completed scoping sheet) 9. Traffic Study (submitted electronically) 10. Existing Conditions Site Plan 11. Major Replat Plan 12. Stormwater Plan We look forward to your assistance with the project. Don’t hesitate to contact us should you have any questions or need any additional information. Thank you. COPIES TO:Agency BY: File X Consultant Team X John Anderson Owner X Other John Anderson, ASLA DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C 12/14/2023 Revised 10.14.13 KL 4 of 12 Property 1: Submittal I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Owner: Date: Signature Print Property 2: Submittal I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the inf ormation 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 Property 3: Submittal I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the inf ormation 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 Revised 10.14.13 KL 5 of 12 Major Replat Tentative Application Process  Applicant Submits a Major Replat Tentative Application for Pre-Submittal  The application must conform to the Replat Tentative Submittal Requirements Checklist on pages 4-6 of this application packet.  A pre-submittal meeting to discuss completeness is mandatory, and pre-submittal meetings are conducted every Tuesday and Friday, from 10:00 am - noon.  Planning Division staff strives to conduct pre-submittal meetings within five to seven working days of receiving an application.  Applicant and the City Conduct the Pre-Submittal Meeting  The applicant, owner, and design team are strongly encouraged to attend the pre- submittal meeting.  The meeting is held with representatives from Public Works Engineering and Transportation, Community Services (Building), Fire Marshall’s office, and the Planning Division and is scheduled for 30 to 60 minutes.  The Planner provides the applicant with a Pre-Submittal Checklist specifying the items required to make the application complete if it is not already complete, and the applicant has 180 days submit a complete application to the City.  Applicant Submits a Complete Application, City Staff Review the Application and Issue a Decision  A complete application must conform to the Major Replat Tentative Submittal Requirements Checklist on pages 4-6 of this application packet.  A Type II decision, made after public notice, but without a public hearing, unless appealed, is issued within 120 days of submittal of a complete application.  Mailed notice is provided to property owners and occupants within 300 feet of the property being reviewed and to any applicable neighborhood association. In addition, the applicant must post one sign, provided by the City, on the subject property.  There is a 14-day public comment period, starting on the date notice is mailed.  Applications are distributed to the Development Review Committee, and their comments are incorporated into a decision that addresses all applicable approval criteria and/or development standards, as well as any written comments from those given notice.  Applications may be approved, approved with conditions, or denied.  At the applicant’s request, the Planner can provide a copy of the draft Major Replat Decision prior to issuing the final land use decision.  The City mails the applicant and any party of standing a copy of the decision, which is effective on the day it is mailed.  The decision issued is the final decision of the City but may be appealed within 15 calendar days to the Planning Commission or Hearings Official. 6 Revised 10.14.13 kl Major Replat Tentative Submittal Requirements Checklist NOTE:  ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal for all Major Replats.  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 – refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. Any applicable application, technology, and postage fees are collected at the pre-submittal and submittal stages. Major Replat Tentative Application Form 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. Copy of the Deeds Copy of a Preliminary Title Reports issued within the past 30 days documenting ownership and listing all encumbrances. Copy of the Replat Plan Reduced to 8½”x 11”, which will be mailed as part of the required neighboring property notification packet. Right-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. 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. 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. Four (4) Copies of the Following Plan Sets for Pre-Submittal OR Three (3) 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 8½” by 11” and bound by rubber bands. a. Site Assessment of Existing Conditions Prepared by an Oregon licensed Landscape Architect or Engineer Revised 10.14.13 KL 7 of 12 Vicinity Map 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 and required setbacks from proposed property lines. 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 & Public Works 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 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 & Public Works Department Physical features including, but not limited to trees 5” in diameter or greater when measured 4 ½ 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. Major Replat Tentative Plan Prepared by an Oregon licensed Land Surveyor City boundaries, the Urban Growth Boundary, and any special service district boundaries or railroad right-of-way which cross or abut the proposed replat. Location and width of all existing and proposed easements on and abutting the proposed Replat. Boundaries of entire area owned by the property owner, of which the proposed replat division is a part, as well as dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale Location and type of existing and proposed street lighting, including type, height, and area of illumination Location, widths, conditions, and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed replat. Proposed streets should also include approximate radius of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map. Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities Location and dimensions of existing and proposed driveways Location of existing and proposed transit facilities Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails Location, size and type of plantings and street trees in any required planter strip Revised 10.14.13 KL 8 of 12 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 The locations of all areas to be dedicated or reserved for public use, with the purpose, condition or limitations of the reservations clearly indicated Future Development Plan where phasing or large lots/parcels are proposed as specified in SDC 5.12-120 E. The word “Major Replat” shall be shown in the title block The name or reference number of the previous Plat and any additional recording information shall be retained in the title of the Replat Blocks, lots/parcels and portions thereof which are being replatted shall be identified, where applicable Original Plat information being deleted, abandoned, or changed by the Replat shall be shown in a distinct line type on the drawing with a note of explanation Any Replat of existing lots/parcels containing buildings shall show existing building outlines including their setbacks from the proposed property lines and lot/parcel coverage requirements, where applicable If applicable, obtain conveyance approval from the mortgage holder c. Stormwater Management Plan Prepared 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 Roof drainage patterns and discharge locations Pervious and impervious area drainage patterns The size and location of stormwater 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 land with a slope over 10 percent, the contour lines may be at 5 foot intervals) Amount of proposed cut and fill 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: Proposed deed restrictions and a draft of any Homeowner’s Association Agreement Additional plans and documentation for submittal of a Cluster Subdivision proposal as specified in SDC 3.2-230 Revised 10.14.13 KL 9 of 12 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 A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present Where the development area is within an overlay district, address the additional standards of the overlay district If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 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 by sanitary sewer All public improvements proposed to be installed and to include the approximate time of installation and method of financing December 21, 2023 LIFEPOINT/PEACEHEALTH HOSPITAL Major Replat Tentative Plan Map 17-03-15-40, Lots 0800, 0900, 1000, and 1100 WRITTEN STATEMENT In accordance with the Major Replat Tentative Plan submittal requirements, this written statement describes the proposed development and demonstrates that the proposal complies with Tentative Plan Criteria at SDC 5.12.125. I. LAND USE REQUEST A. Development Objective The applicant, LifePoint Health and PeaceHealth, Owner of the property, propose to develop a 50-bed rehabilitation hospital on the 4.99-acre property identified as Map 17-03-15-40, Tax Lot 1000, the southern portions of Tax Lots 800 and 900 and the western portion of Tax Lot 1100 (collectively, the Subject Property) located at the northeast corner of East Game Farm Road and Maple Island Road. Subject Property RLID Maps 2023 B. Project Directory Applicant Owner Gregory Thomas Grady Layman LifePoint Health PeaceHealth 4801 Olympia Park Plaza #1000 1255 Hilyard Street Louisville, KY 40241 Eugene, OR 97401 Phone: (502) 407-6684 Phone: (503) 522-4385 Email: Gregory.Thomas@lifepointhealth.net Email: glayman@peacehealth.org Landscape Architect (and Applicant’s Representative) Civil Engineer John Anderson, ASLA Matt Keenan, PE The Satre Group KPFF Engineering, Inc. 375 West 4th Avenue, Suite 201 800 Willamette Street, Suite 400 Eugene, OR 97401 Eugene, OR 97401 Phone: (541) 686-4540 Phone: (541) 684-4902 Email: johna@satregroup.com Email: matt.keenan@kpff.com Planner Surveyor Dan Halverson BLEW & Associates, P.A. The Satre Group 3825 N Shiloh Drive 375 West 4th Avenue, Suite 201 Fayetteville, AR 72703 Eugene, OR 97401 Contact: Phone: (541) 686-4540 Phone: (479) 443-4506 Email: dan@satregroup.com Email: survey@blewinc.com LifePoint Rehabilitation Hospital Page 2 of 6 Major Replat Tentative Plan December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com II. THE SITE AND EXISTING CONDITIONS A. Development Site The site is located south of International Way, north of East Game Farm Road and east of Maple Island Road in the Gateway area of Springfield. It is comprised of one full tax lot (TL 1000) and portions of three additional tax lots (TLs 800, 900 and 1100) and totals approximately 4.99 acres in size1. The site abuts office facilities to the east, west and north. The project area is within the Springfield city limits. B. Planning Context 1. Planning and Zoning. The zoning is consistent with the Metro Plan, Gateway Refinement Plan, and Springfield Zoning Map, all of which designates the PeaceHealth property currently as Campus Industrial (CI). There is a Zone Change and Comp Plan amendment underway to change the designation to Commercial (C) and zoning to Community Commercial (CC). Additional Planning documents, including the Springfield Transportation System Plan, the Springfield Stormwater Facilities Master Plan and Wastewater Master Plan also apply. Also applicable is the Drinking Water Protection Overlay Zone (the site is within the 2-year Time of Travel Zone Concentrations). Tax Lot Map Excerpt RLID 2023 2. Transportation. a. The metro area adopted transportation plan; The Eugene-Springfield Transportation System Plan (TransPlan) shows future projects in the vicinity of the subject property (see below). b. Springfield 2035 Transportation System Plan. The City of Springfield’s transportation plan does not include any projects abutting the subject property. As with TransPlan, the Springfield TSP includes projects on nearby streets (new Minor Collector projects R-5 and R-6 at the nearby PeaceHealth RiverBend campus). These improvements will no impact on this proposal. Transportation System Plan City of Springfield August 2020 1 Concurrent with this Site Plan Review application submittal, is a Major Replat application submittal, which when approved, will replat the subject tax lots placing the proposed rehab hospital on its own tax lot. LifePoint Rehabilitation Hospital Page 3 of 6 Major Replat Tentative Plan December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com c. Public Transit. The metro area’s public transit system, Lane Transit District (LTD), provides service near the development via the EMX Springfield route. LTD’s International Way route is just to the north of the subject property with a transfer station located in the center of International Way. 3. Utilities. a. Stormwater and Wastewater. The Subject Property is located in the North Gateway Stormwater Drainage Basin. The Springfield Stormwater Facilities Master Plan identifies one capital improvement project, “Low Priority CIP 43,” to address current issues around water quality from the campus industrial area. Existing Wastewater Infrastructure City of Springfield 2018 Existing Storm Infrastructure City of Springfield 2018 b. Wellhead Protection. The subject property is located in the Sports Way wellfield in the 2-year Time of Travel Zone (TOTZ). Any development will require approval of a Drinking Water Protection application. Wellhead Protection Areas Map Excerpt City of Springfield and Springfield Utility Board January 2013 c. Water and Electric infrastructure. Existing water and electric infrastructure exist on and adjacent to the subject site. LifePoint Rehabilitation Hospital Page 4 of 6 Major Replat Tentative Plan December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com 4. Natural Resources. a. Area to the west and north of the Subject Property is in the Special Flood Hazard Area — Floodplain Zone A (the blue hatch). Zone A is the 100-year flood plain with base flood elevation determined. A larger portion (the southern section and Subject Property) of the site is in Zone X, areas of 500-year floodplain (the yellow hatch). Excerpt Floodplain Floodway Map City of Springfield 2019 III. TENTATIVE PLAN – APPROVAL CRITERIA This section is presented in the same order of applicable requirements found in Section 5.12.125, Tentative Plan Criteria of the Springfield Development Code. Applicable sections of the Code are in bold italics, followed by the applicant’s response in normal text. 5.12.125 Tentative Plan Criteria The Director shall approve or approve with conditions a Tentative Plan application upon determining that all applicable criteria have been satisfied. If conditions cannot be attached to satisfy the approval criteria, the Director shall deny the application. In the case of Partitions that involve the donation of land to a public agency, the Director may waive any approval criteria upon determining the particular criterion can be addressed as part of a future development application. (A) The request conforms to the provisions of this Code pertaining to lot/parcel size and dimensions. Response: The Major Replat includes Tax Lots 800, 900, 1000, and a portion of lot 1100. Upon approval of this replat application, these four tax lots will become two. The first lot, referred to as “Proposed New Lot” on the enclosed Major Replat Tentative Plan, will be comprised of the existing lot 1000, referred to as “Parcel C” on the tentative plan, and the southern majorities of existing lots 800 and 900, referred to as “Parcel A” and “Parcel B” on the tentative plan, and a small portion of existing lot 1100, referred to as “Parcel D” on the tentative plan. The second lot, referred to as “Parcel A, B, C, and D” on the tentative plan, will be comprised of the northerly remainder to existing tax lots 800 and 900 and the remainder of existing tax lot 1100. Proposed New Lot: (Community Commercial) 3.2.325 Base Zone Development Standards. Standard Lots/Parcels Standard Proposed Minimum Lot Area: 6,000 sq. ft. 217,364 sq. ft (4.99 acres) Minimum Street Frontage: 50 ft 430 ft at East Game Farm Rd 524 ft at Maple Island Rd Parcel A, B, C and D: (CI) 3.2.425 Base Zone Development Standards. Standard Lots/Parcels Standard Proposed Minimum Lot Area: 10,000 sq. ft. 1,252,745 sq. ft (28.76 acres) Minimum Street Frontage: 75 ft 647.59 ft at East Game Farm LifePoint Rehabilitation Hospital Page 5 of 6 Major Replat Tentative Plan December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com (B) The zoning is consistent with the Metro Plan diagram and/or applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. Response: Zoning is currently consistent with the Metro Plan diagram and applicable refinement plan diagram (the Gateway Refinement Plan). Upon approval of the in-process plan amendment and zone change, the subject property will still be consistent. (C) Capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and stormwater 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. Response: Public and private facilities are provided as follows: Storm: Stormwater service is available to the property through existing lines in International Way (15-inch trunk line), in Game Farm Road (15-inch trunk line), and in Maple Island Road (a 15-inch trunk line that extends along the western boundary to the tax lot to the north). Sanitary: Wastewater service is also available to the Subject Property via International Way (8- inch line), Game Farm Road (10-inch line), and Maple Island Road (10-inch line). Water: The site will receive water service with a connection to the existing line in Maple Island Road. Electric: Electric infrastructure is adjacent to the site along street frontages. Streets: International Way and Game Farm Road are major collectors; they have an existing right-of-way width of 72 feet and a curb-to-curb width of 48 feet. Maple Island Drive is a local street; it has an existing right-of-way of 50 feet and a curb-to-curb width of 24 feet. Fire: There are several existing fire hydrants in the vicinity – three on the south side of Game Farm Road and two on International Way. (D) The proposed land division shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. Response: International Way, Game Farm Road, and Maple Island Road are fully improved streets. The applicant is proposing improvements to the “Proposed New Lot”, the site of the new rehabilitation hospital. Public utilities are present in all streets. All proposed site improvements and new utilities will comply with applicable portions of the Springfield Development Code as well as the Springfield Engineering and Design Standards and Procedures Manual. (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, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State or Federal law. LifePoint Rehabilitation Hospital Page 6 of 6 Major Replat Tentative Plan December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com Response: There are no physical features on the subject property meeting this definition. Thus, this standard does not apply. (F) 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 other applicable regulations and comply with the ODOT access management standards for State highways. Response: The proposed hospital will take access from Maple Island Drive and through a right in right out drive off Game Farm Road. Proposed driveways have been designed to facilitate vehicular traffic and provide connectivity to and from the development area to the adjacent street and then to adjacent areas in the neighborhood. Standard connectivity exists for pedestrians with a continuous street sidewalk. The EMX transit stop, and commercial district are both accessible via the existing developed street and sidewalk network. (G) Development of any remainder of the property under the same ownership can be accomplished as specified in this Code. Response: The property owner, PeaceHealth, is the owner of the property subject to this replat application and will remain the owner following the conclusion of this process. (H) Adjacent land can be developed or is provided access that will allow its development as specified in this Code. Response: Adjacent land on this subject block will retain existing access and/or street frontage and can be developed as permitted in the code. (I) Where the Partition of property that is outside of the city limits but within the City’s urbanizable area and no concurrent annexation application is submitted, the standards specified below shall also apply. Response: The proposed development is within the city limits. This standard does not apply. (J) Where the Subdivision of a manufactured dwelling park or mobile home park is proposed, the following approval criteria apply: Response: The proposal does not include the subdivision of a manufactured dwelling park or mobile home park. Therefore, this standard does not apply. IV. CONCLUSION Based on the information and findings contained in this written statement and accompanying plans and attachments, the proposed development meets the Major Replat Tentative Plan criteria of approval contained in the Springfield Development Code. Therefore, the applicant requests that the City of Springfield approve the proposal. If you have any questions about the above application, please do not hesitate to contact John Anderson at The Satre Group, 541-686-4540, or johna@satregroup.com. Sincerely, John Anderson John Anderson, ASLA, Partner The Satre Group Return to Clayton McEachern @ City of Springfield, email: cmceachern@springfield-or,gov, FAX: (541) 736-1021 CITY OF SPRINGFIELD, OREGON DEVELOPMENT AND PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www.springfield-or.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK Project Name: Applicant: Assessors Parcel #: Date: Land Use(s): Phone #: Project Size (Acres): Fax #: Approx. Impervious Area: Email: Project Description (Include a copy of Assessor’s map): Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Proposed Stormwater Best Management Practices: Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method) Small Site Study – (use Rational Method for calculations) Mid-Level Development Study – (use Unit Hydrograph Method for calculations) Full Drainage Development Study – (use Unit Hydrograph Method for calculations) Environmental Considerations: Wellhead Zone: Hillside Development: Wetland/Riparian: Floodway/Floodplain: Soil Type: Other Jurisdictions Downstream Analysis: N/A Flow line for starting water surface elevation: Design HGL to use for starting water surface elevation: Manhole/Junction to take analysis to: --------------------------------- (Area below this line filled out by the City 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.) ------------------------------------------------- (Area below this line filled out by Applicant) -------------------------------------------------- (Please return to Clayton McEachern @ City of Springfield Development and Public Works; Fax # 736-1021, Phone # 736-1036), email:cmceachern@springfield-or.gov Form Version 5: June 2015 COMPLETE STUDY ITEMS * Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield Development Code (SDC) or the City’s Engineering Design Manual. Compliance with these requirements does not constitute site approval; Additional site specific information may be required. Note: Upon scoping sheet submittal, ensure completed form has been signed in the space provided below: Interim Design Standards/Water Quality (EDSPM Chapter 3) Req’d N/A All non-building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration media) for stormwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by vegetated methods. Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormwater Management Manual. For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Stormwater Management Manual (Sec2.4.1). If a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with City of Springfield or Eugene’s Stormwater Management Manual. Water Quality calculations as required in Section 3.03.1 of the EDSPM. All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. General Study Requirements (EDSPM Section 4.03) Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. 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) A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). Elevations of the HGL and flow lines for both city and private systems where applicable. Design of Storm Systems (EDSPM Section 4.04). Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb load without failure of the pipe structure. Manning’s “n” values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well. Other/Miscellaneous Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to another. Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to the website: http://www.deq.state.or.us/wq/uic/uic.htm for more information. Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year storm events. *This form shall be included as an attachment, inside the front cover, of the stormwater study. For Official Use Only: As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwater study and plan set. Signature Date . * IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN! ((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((( ((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((( (((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((( (((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((( R R R R (( ( ( ( ( ( ( ( ( ( (( ( (( ( ( ( ( ( ( ( ( ( ( ( ( ( ( (( ( ( ( ( ( ( ( ( ( ( ( ( (( ( ( ( (( ( ( ( R R S00°00'39"ES00°00'39"E154.16'289.28'S89°59'21"W26.21' S59°59'21"W3.46' APPROX1/4 COR 5' LC=460.81'68'68'N89°46'52"W 34'34' 377.16'44.91R=32 S 4 4 %3 7 ' 5 6 "E55'25'36'36'36'34'34'36'7'7'34'N89°46'52"W 34'50' N 89°56'00" E 1651.35' (CO. RD. 209) (CO. RD. 90)DEADMOND FERRY ROAD INTERNATIONAL WAY GAME FARM ROAD EAST ( C O . R D . 2 0 9) B A L DY V I E W DRI V EDEADMOND FERRY ROADMAPLE ISLAND ROADG A M E F A R M R D . N O R T H COUGAR - STATION "S" NO. 1 BONNEVILLE POW ER ADMINISTRATIO N 2 3 0 8 +1 6 . 3 =3 2 ° 3 4 ' 2 0 " RTW. RHEADLC 44 ESE CORA.C. STEVENSDLC 45 NE CORW. STEVENSDLC 46 SE COR DLC 45A.C. STEVENSNE COR S 89°59'20" E 1624.26' N81°41'47"W R=290.83' LC=290.83' '66 S 47°24'22" E 599.68' S 60°46'21" E 569.53' S 67°33'50" E376.94'91.87'N 89°56'00" E 3498.13' 52.84' 358.38'713.97'S 00°00'39" E975.37'S 00°00'39" E265.46'S 89°56'00" WN 00°00'39" W 975.55'34.96' 35.23' 27.01' N81°50'17" LC=276.44'R=966' 9=R'17.172=CL N 00°00'39" W 795.48'N 89°57'19" E 623.70'N 00°00'39" W 893.46'N89°59'50"E - 737.88' N89°46'52"W 376.98'S 00°31'00" W 803.96'N0°31'E - 640.19'659.85'115' N89°59'E 205'N89°59'E 973.55' N89°47'06"W - 1038.5'N44°56'12"W28.22'N0°12'07"E - 864.25'N45°12'31"E 28.28' S89°47'06"E 963.16'S0°30'45"W - 899.31'N67°52'28"WL C=71.11'LC=20.38'R=41.5'R=30'236.23'55.41'S85°06'32"E649.86' EAST 400.21'218.98'50'50'S89°13'30"W (B.P.A.) N 89°56'00" E S6°15'E - 488.6' (DEED)S89°55'E - 879.8'S6°15'E - 238.3'S89°44'E - 614.4' S 3 3 °3 4'E N89°44'W - 1605' S 3 3°4 4'2 4" E 64.26'123.28' S89°55'E N11°25'50"E-176.75'S1°45'20"W154'19.36' S89°55'E7.0' 160'268.21' 242' 34.05' 1 7 8.3 1' 162.54'N89°44'W150.86'9 6.3 1'231.95'81.54'65.76'225.5'SOUTHS 89°56'16" W - 231.53'55.4'S89°56'W - 275.81'175' 175'250'SOUTH60' 60'SOUTH250'(169.8') EAST (NORTH 274.2') 169.8'(274.2')81.6' 81.6'SOUTH274.2'85' 85'269.2'269.2'269.2'80' 80'N2 6 ° 3 8'W 3 0 6 . 6 ' N89°55'W 159' N 2 6 ° 3 8'W - 3 0 6 . 7' S 2 6 ° 3 8' E - 3 0 6 . 7' 159' 5 1 2'N2 6 ° 3 8'W - 5 1 2 ' 119.56' 119.56' S 2 6 ° 3 8' E - 3 8 8 . 4' 1 8 8 . 4 ' 2 0 0' EAST - 191' WEST - 251' 60' 109.5' 60' 315.53' 254.01'N0°00'39"W389.95'S 89°56'00" W 686.62'975.54'N 00°00'39" W216.94'233.35'N0°12'28"E - 1826.61'796.96'891.65'177.88'N0°09'28"EN89°56'E125.12' 237.55' 85.24' 283.61' N89°59'06"E 27'N0°00'54"WS77°07'54"E290.93' 227.65' 365.55'S 06°24'00" E 481.07'40'2 8 6.9' 440.2'N0°08'04"E362.17'NORTH - 27.64 CHS = 1824.24' (G.L.O.)NORTH LINE DLC NO. 45 WEST - 91.74 CHS = 6054.84' (G.L.O.) S 59° E 651' S 65° E 203' S 55° E 388' N 8 3 ° E 4 9 6 ' S 74° E 317'N 7 8 ° E 5 2 7 'S 6 3° E 66 2'132'S 73° E 585' N 8 0 ° E 1 4 2 5 ' S 66° E 726' S 61° E 462' N 8 0 ° E 3 8 3 'S 83° E 528'N 67 ° E 218 'SOUTH 310'SOUTH133.4'85'S 3 1 ° E 3 0 4' N 7 6 ° E 1 4 0 5 'N 55° W 785' S 72° E 1020'SOUTHS 89°46'52" E 377.34'S 00°31'00" W 580.53'35.53'S 45°13'30" W S 89°56'00" W 532.90' LC = 412.61'N 44°37'56" W = 90°17'52"R = 291.00'L = 458.61' 49.94'N 01°46'00" W 51.54'N 13°59'00" E 50.39'N 07°27'00" WN 00°31'00" E 751.39'121.08'N 47°28'15" E111.32' 22.30' 14.00'M/LR=60.00'S 05°17'29" WLC=78.07'R=100.00'S 29°26'33" WLC=41.45' R=100.00'S 43°19'13" WLC=38.49' R=35.00'S 30°47'35" WLC=20.83' R=112.00'N 67°52'51" ELC=41.01'R=65.00'S 72°02'55" E LC=52.25' R=45.00'S 61°22'39" ELC=22.06'N 00°00'39" W 326.40'N 11°39'21" E 227.48'240.08' 3 6 0.7 1' C/L BY DEEDVOL 412 PG 413 C/L BY S.20782 (1977)532.08'N 87°26'00" E 362.71'619.00'S 00°31'00" W215.00'N 89°46'52" W 328.50' 284.50' N 44°47'12" W 28.29'324.01'136.00'N 00°13'08" E213.92'614.99'330.49' N 89°58'03" W284.50' N 89°59'35" E379.08'204.28'345.50'213.00'N 00°00'58" E336.78'973.43'579.87'981.71'S01°41'36"W 277.23'S01°46'43"W 277.06'170.78'N12°41'22"W152.52' S89°56'00"W122.62' S 2 6 ° 3 9 ' 5 6 " E 1 6 6 . 4 5' N89°56'E81.42' 45'55.15'S49°42'26"W84.78'94-P050094-P050193-P04212008-P2297 15 14 22 23 279.24'11.53'31.83'61.88'35.43'7.01'137.00'3.20'6.0'4 8 .4 2 'N 8 4 °4 4 '4 3 "E L C =1 0 6 .2 0 'N 7 7 °0 7 '5 2 "E R =6 0 0 'R=50'LC=48.51'R=20'N36°26'30"E15.13'LC=15.51' N37°29'40"E R=30'LC= 13.83 S36°51'18"E R=26'LC=34.91'N68°08'34"WR=40'N0°0'39"W44.24' N83°48'24"E14.15' LC=22.08'N59°30'14"ER=27.00' LC=37.77'N26°33'59"ER=145.00'37.62'LC=41.58'N38°13'52"WR=50.00' 18.77'N84°44'56"W 102.51' 18.76'35.25'LC=44.02'S41°58'54"ER=70' LC=35.37'S16°48'48"ER=270' 26.12' 12.18' PCL 1 PCL 2 PCL 1 (PCL 2) PCL 3 PCL 1 PCL 2 PCL 1 PCL 2 1 2 3 4 5 MCKENZIE RIVER MAPLE ISLAND SLOUGH 80.60 ACS 12.04 ACS 1500 2200 300 61.92' R=1034' LC=295.89' S.32484 S.36978 360.87'360.87'42.70'S 0°7'16" W9.49' 27.0' 0.33' 11.27' N15°35'15"ELC=34.20'N20°03'56"E SOUTH40' S 2 6 ° 4 7 '0 0 " E - 3 1 1 . 0 5 ' 202.04'274.2'1 8 . 2 6 '264.87'(360.44')N 00°12'28" ELIBERTYPROFESSIONALCENTER94-P0502S89°58'03"E 331.42'100'100'2 2 . 6 0 ' S89°56'00"W EAST83.33' 6 5 . 3 3'1800 2022-P3057I.P. 3200 3400 3500 3300 9 8 1 .7 1 '459.96'644.93'N 89°46'52" W PCL 1 INITIALPOINT 2022-P3092S 45866 0.18 AC 0.36 AC 1.18 AC 0.31 AC0.21 AC 1.17 AC1 AC0.53 AC0.49 AC0.51 AC1.1 AC 0.35 AC0.9 AC0.33 AC0.55 AC 1.38 AC 0.3 AC 0.39 AC 13.01 AC22.1 AC 0.41 AC 6.31 AC 13.82 AC6.19 AC7.05 AC 14.09 AC 92.64 AC 1.38 AC 13.17 AC 13.55 AC 0.14 AC 0.72 AC 2.38 AC 10.29 AC 0.13 AC28002700 1300 14001502 16001700190020002100370023002400260029003000 1200 1000 11011100 900 800 100200500 600 400 2500 3100 700 3600 1501 1802 3201 1801 004-90019-00 004-01 004-04 004-78 004-62 004-22 004-22004-78 004-38 004-78 SEE MAP17031530 SEE MAP17031500 SEE MAP17031400 SEE MAP17032200SEE MAP17032220 SEE MAP17032212 FOR ASSESSMENT ANDTAXATION ONLY S.E.1/4 SEC. 15 T.17S. R.3W. W.M.Lane County1" = 200' CANCELLED3001500220018003500330034003200 17031540SPRINGFIELD SPRINGFIELD17031540 LCATJCG - 2023-01-03 16:58 REVISIONS06/03/2011 - LCAT113 - CONVERT MAP TO GIS05/14/2012 - LCAT174 - CORRECTION TO TAX CODE09/16/2014 - LCAT115 - CANC TL 1800 INTO 2014-P261402/26/2015 - LCAT115 - CODE CHANGE TL 250006/15/2015 - LCAT155 - LLA BETWEEN 2500 & 170322000040011/06/2018 - LCAT148 - CODE CHANGE TL 2300 & TL 240001/18/2019 - LCAT148 - CODE CHANGE TL 0170004/08/2020 - LCAT148 - CODE CHANGE TL 180004/09/2020 - LCAT148 - CODE CHANGE TL 60006/21/2021 - LCAT174 - LLA BETWEEN TL 3400 & TL 360005/25/2022 - LCAT174 - CANC TL 1800 INTO 2022-P305701/03/2023 - LCAT174 - CANC 3200,3300,3400,3500 INTO 2022-P3092 EXHIBIT F 23-0757.01 (Springfield, OR) AS -SURVEYED DESCRIPTION (FOR ZONING PURPOSES): BEGINNING AT A 5/8 -INCH REBAR FOUND; THENCE NORTH 88 DEGREES 16 MINUTES 33 SECONDS WEST, A DISTANCE OF 237.55 FEET, MORE OR LESS TO A 5/8 -INCH REBAR WITH YELLOW PLASTIC CAP INSCRIBED "LS2609" FOUND; THENCE NORTH 88 DEGREES 16 MINUTES 19 SECONDS WEST, A DISTANCE OF 22.10 FEET, MORE OR LESS; THENCE NORTH 63 DEGREES 55 MINUTES 41 SECONDS WEST, A DISTANCE OF 18.74 FEET, MORE OR LESS; THENCE NORTH 60 DEGREES 32 MINUTES 51 SECONDS WEST, A DISTANCE OF 35.25 FEET, MORE OR LESS; THENCE WITH A CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 45.62 FEET, WITH A RADIUS OF 70.00 FEET, HAVING A CHORD BEARING OF NORTH 40 DEGREES 11 MINUTES 6 SECONDS WEST, AND WITH A CHORD LENGTH OF 44.82 FEET, MORE OR LESS; THENCE WITH A COMPOUND CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 35.40 FEET, WITH A RADIUS OF 270.00 FEET, HAVING A CHORD BEARING OF NORTH 15 DEGREES 1 MINUTE 0SECONDS WEST, AND WITH A CHORD LENGTH OF 35.37 FEET, MORE LESS TO A BENT 1/2 -INCH REBAR FOUND; THENCE NORTH 1 DEGREE 47 MINUTES 9SECONDS EAST, A DISTANCE OF 311.51 FEET, MORE OR LESS; THENCE WITH A CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 41.75 FEET, WITH A RADIUS OF 100.00 FEET, HAVING A CHORD BEARING OF NORTH 31 DEGREES 14 MINUTES 21 SECONDS EAST, AND WITH A CHORD LENGTH OF 41.45 FEET, MORE OR LESS; THENCE WITH A REVERSE CURVE TO THE LEFT, HAVING AN ARC LENGTH OF 74.47 FEET, WITH A RADIUS OF 60.00 FEET, HAVING A CHORD BEARING OF NORTH 1 DEGREE 32 MINUTES 5 SECONDS EAST, AND WITH A CHORD LENGTH OF 69.78 FEET, MORE OR LESS; THENCE SOUTH 88 DEGREES 12 MINUTES 51 SECONDS EAST, A DISTANCE OF 414.32 FEET, MORE OR LESS; THENCE SOUTH 1 DEGREE 47 MINUTES 10 SECONDS WEST, A DISTANCE OF 523.27 FEET, MORE OR LESS; THENCE NORTH 88 DEGREES 16 MINUTES 33 SECONDS WEST, A DISTANCE OF 66.30 FEET, MORE OR LESS TO A 5/8 -INCH REBAR WITH YELLOW PLASTIC CAP INSCRIBED "LS2609" FOUND; THENCE NORTH 51 DEGREES 18 MINUTES 18 SECONDS WEST, A DISTANCE OF 24.94 FEET, MORE OR LESS TO THE POINT OF BEGINNING, AND CONTAINING AN AREA OF 217,364 SQUARE FEET, OR 4.99 ACRES, MORE OR LESS. BEARINGS IN THE DESCRIPTIONS ABOVE ARE BASED ON OREGON STATE PLANE COORDINATES, SOUTH ZONE, NAD -83, INTERNAIONAL FOOT. After recording, return to: Roger Saydack Arnold Gallagher Saydack Percell Roberts & Potter 800 Willamette, Suite 800 Eugene, Oregon 97401 Until a change is requested, mail all tax statements to: PeaceHealth Property Management P.O. Box 1479 Eugene, Oregon 9744C Tax Account No, EC -F- y28g7 SPUu- 1'720 Division of Chief Deputy Clerk NN-068617Lane County Deeds and Records 1111111111111111111111111111111111111111111111111 $41.00 00619907200400686170040048 08/31/2004 12;00;34 PM RPR -DEED Cnt=1 Stn=1 CASHIER 02 $20.00 $11.00 $10.00 WARRANTY DEED SONY MUSIC ENTERTAINMENT, INC, a Delaware corporation, Grantor, conveys and ti warrants to PEACEHEALTH, a Washington non-profit corporation, Grantee, the real property described on Exhibit A attached hereto, free of encumbrances except as specifically set forth 4 herein. THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS LU 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 2 PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. THE PROPERTY DESCRIBED IN THIS INSTRUMENT MAY NOT BE WITHIN A FIRE PROTECTION DISTRICT PROTECTING STRUCTURES. THE PROPERTY IS SUBJECT TO LAND USE LAWS AND REGULATIONS, WHICH, IN FARM OR FOREST ZONES, MAY NOT AUTHORIZE CONSTRUCTION OR SITING OF A RESIDENCE AND WHICH LIMIT LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 IN ALL ZONES. 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 AND EXISTENCE OF FIRE PROTECTION FOR STRUCTURES. The true consideration for this conveyance is $16,600,000.00. Dated: August 2 2004 By: PQPRO�'c° O Print Name: �(J C . K d 9�, DE� Page 1- WARRANTY DEED C\Documents and Settings\fritzd\My Documents\Sony-Agreement-Peace Health-Deedlnal.doc 2. STATE OF NEW YORK, ) ) ss. COUNTY OF NEW YORK ) This instrument was signed and acknowledged before me on August 24, 2004 by jif�lPer� C, k ,b< s-- who is a duly authorized officer of Sony Music n Entertainment Inc., a Delaware corporation, to wit, the f t^es t Set„ } of said corporation. Page 2- WARRANTY DEED C:\Documents and Settings\fritzd\My Documents\Sony-Agreement-Peace Health-Deed.final.doc Notary Public HELENE B. KRASNEH State New Yolk NcWV Public • of NO 816019434 Ck allfied In Now Yolk 00" OOInrtIWf011ExpitNBapi Page 2- WARRANTY DEED C:\Documents and Settings\fritzd\My Documents\Sony-Agreement-Peace Health-Deed.final.doc EXHIBIT A Legal Description of Real Property: PARCEL I: All of that portion of Parcel 2 of Land Partition Plat Number 94-P0502 as platted and recorded in the Land Partition Plat Records of Lane County, Oregon lying South and West of International Way and which is more particularly described as follows: Beginning at the Northwest corner of said Parcel 2, which point lies South 0° 31' 00" West a distance of 803.96 feet, North 89° 46' 52" West a distance of 737.85 feet and South 0° 31' 00" West a distance of 68.00 feet from the Northeast corner of the A. C. Stevens Donation Land Claim No. 45 in Township 17 South, Range 3 West of the Willamette Meridian; thence along the Southerly and Westerly right-of-way of International Way the following courses South 89° 46' 52" East a distance of 377.34 feet; thence along the arc of a 291.00 foot radius curve to the right, having a central angle of 90° 17' 52" and a chord bearing South 44° 37' 56" East 412.61 feet, a distance of 458.61 feet; thence South 0° 31' 00" West a distance of 580.53 feet; thence South 45° 13' 30" West a distance of 35.53 feet; thence leaving the right-of-way of International Way, along the right-of-way of Deadmond Ferry Road, South 89° 56' 00" West a distance of 532.90 feet; thence leaving last said right-of-way North 1° 46' 00" West a distance of 49.94 feet; thence North 13° 59' 00" East a distance of 51.54 feet; thence North 7° 27' 00" West a distance of 50.39 feet; thence South 89° 59' 00" West a distance of 115.00 feet; thence North 0° 31' 00" East a distance of 751.39 feet to the Point of Beginning. The basis of the bearings in this description is Land Partition Plat No. 94-P0502 by James Branch filed as County Surveyor's File No. 31950 on May 6, 1994 in the records of the Lane County Surveyor. PARCEL II: Beginning at a point on the South line of the Abraham Landes Donation Land Claim No. 45 in Section 15, Township 17 South, Range 3 West of the Willamette Meridian, Lane County, Oregon, which is West 737.88 feet from the most Easterly, Southeast corner thereof; thence North 00° 32' East 205 feet; thence East 115 feet; thence South 07° 26' East 50.39 feet; thence South 14" West 51.54 feet; thence South 01° 45' East 50.02 feet; thence South 52° 14' East 16.23 feet; thence South 001 32' West 45 feet to the South line of the claim; thence West 125 feet to the Place of Beginning. PARCEL III: Beginning at the Southwest corner of Land Partition Plat No. 93-P0421, said corner being North 89° 55' 30" East 2509.54 feet and North 00° 12' 07" East 24.75 feet from the re-entrant corner of the Abraham Landes Donation Land Claim No. 45 in Township 17 South, Range 3 West of the Willamette Meridian, Lane County, Oregon; thence along the West line of said Partition Plat No. 93-P0421 and along the West line of Corporate Way, North 000 12' 07" East 1006.80 feet to a point on the Westerly extension of International Way as platted in said Partition Plat No. 93- P0421; thence North 890 47' 53" West 20 feet to the West line of a 20 foot private roadway; Page 1 of 2 - EXHIBIT A C:\Documents and Settings\fritzd\My Documents\Sony-Agreement-Peace Health-Deed.final.doc thence South 00° 12' 07" West along the West line of said private roadway 1006.90 feet to the North right-of-way line of Deadmond Ferry Road; thence North 89° 55' 30" East along the North line of said Deadmond Ferry Road 20 feet to the Point of Beginning, Lane County Oregon Records. PARCEL IV: A Portion of the Abraham Landes Donation Land Claim No. 45, lying in the South one-half of Section 15, Township 17 South, Range 3 West of the Willamette Meridian, Lane County, Oregon, described as follows: Beginning at a point 1579.05 feet South 00° 07' 24" East from a point on the North line of the Abraham Landes Donation Land Claim No. 45, in Township 17 South, Range 3 West of the Willamette Meridian, Lane County, Oregon, which is East 3847.40 feet from the Northwest corner of Claim No. 45; thence South 00° 07' 24" East 247.88 feet to the South line of Claim No. 45; thence along the South line, North 89° 56' 30" East 124.39 feet; thence North 00° 02' 45" East 247.88 feet; thence South 89° 56' 30" West 125.12 feet to the Point of Beginning. EXCEPT that portion conveyed to the City of Springfield, by instrument Recorded February 21, 2003, Reception No. 2003-015537, Lane County Oregon Records. PARCEL V: Parcel 2 of Land Partition Plat 94-P0501 as filed and platted May 6, 1994, Official Records of Lane County, Oregon. EXCEPT that portion conveyed to the City of Springfield, by instrument Recorded February 21, 2003, Reception No. 2003-015537, Lane County Oregon Records. PARCEL VI: Lane County Land Partition Parcel 3 of Plat No. 93-P0421, as filed and platted in the Lane County Partition Plat Records, Lane County, Oregon and together with vacated Corporate Way, as described in the City of Springfield's Ordinance No. 5727, and Recorded on May 5,1994, Reel 1948, Reception No. 94-34356, Official Records Lane County, Oregon. Beginning at a point on the South line of the Abraham Landes Donation Land Claim No. 45 in Section 15, Township 17 South, Range 3 West of the Willamette Meridian, Lane County, Oregon, which is West 737.88 feet from the most Easterly, Southeast corner thereof; thence North 00° 32' East 205 feet; thence East 115 feet; thence South 07° 26' East 50.39 feet; thence South 14' West 51.54 feet; thence South 01° 45' East 50.02 feet; thence South 52° 14' East 16.23 feet; thence South 00° 32' West 45 feet to the South line of the Claim; thence West 125 feet to the Place of Beginning, Lane County Oregon Records. PARCEL VII: Parcel 1 of Land Partition Plat 99-P1236 as filed and platted April 12, 1999, Official Records of Lane County, Oregon. Page 2 of 2 - EXHIBIT A C:\Documents and Settings\fritzd\My Documents\Sony-Agreement-Peace Health-Deed.final.doc