Loading...
HomeMy WebLinkAboutMeeting Packet Planner 1/5/2024 Completeness Check Meeting Development and Public Works Department Conference Room 616 & Zoom COMPLETENESS CHECK MEETING DATE: Tuesday, January 16, 2024 11:00 a.m. - 12:00 p.m. DPW Conference Room 616 and Zoom Completeness Check Mtg (Site Plan Review) #811-24-000002-PRE 811-24-000005-PROJ LifePoint Health Assessor’s Map: 17-03-15-40 TL: 800 Address: Maple Island Way, Game Farm Rd. Existing Use: vacant Applicant has submitted plans for construction of rehabilitation center Planner: Andy Limbird Meeting: Tuesday, January 16, 2024 11:00 – 12:00 via Zoom and Conference Rm 616 SITE VICINITY MAP 811-24-000002-PRE Completeness Check Meeting 17-03-15-40 TL 800 Maple Island Way & Game Farm Rd. LifePoint Health DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C X DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C 12/14/2023 3 Type 2 – Site Plan Review Application Process A. A Type 2 application involves the Director’s interpretation and exercise of discretion when evaluating approval standards. Uses or development evaluated through this process are uses that are conditionally permitted or allowed after Director review that may require the imposition of conditions of approval to ensure compliance with development and approval standards. (SDC 5.1.415(A)). B. A Type 2 decision is made by the Director after public notice, but without a public hearing, unless appealed. A Type 2 application is reviewed according to the procedures below, unless the Director determines that the application should be reviewed as a Type 3 decision. A Type 2 decision may be appealed according to SDC 5.1.800. (SDC 5.1.415(B)). C. When application materials are over 20 pages in length, an applicant must provide an identical electronic version and hard copy of the submitted materials. (SDC 5.1.215(B)(2)). 1. Site Plan Review Completeness Check Meeting • The purpose of the completeness check meeting is to determine whether the proposed development application is complete prior to acceptance of the application for processing by the City. A complete application is required for the review process. • The completeness check meeting will examine if the submittal standards of SDC 5.1.220 and 5.17.115 are met. • A completeness check meeting is required for all Type 2 and 3 land use applications. • Completeness Check Meetings are typically held within five to seven working days of application submittal. • The application must conform with Application Submittal Standards in SDC 5.1.220, the Site Plan Review Submittal Requirements found in the SDC 5.17.155, and the Checklist provided in this form below. 2. Applicant and the City Conduct the Completeness Check Meeting • The applicant, owner, and associated design team are strongly encouraged to attend the Completeness Check meeting, however it is not required. • 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 Case Planner provides the applicant with a Completeness Check Meeting Checklist specifying items required to make the application complete. • The applicant has 180 days to submit a complete Site Plan Review application to the city; a second Completeness Check meeting is required after the 180 days. 3. Applicant Submits a Complete Application 4 • The application must conform with the Application Submittal Standards in SDC 5.1.220, the Site Plan Review Submittal Requirements found in the Springfield Development Code (SDC) 5.17.155, and the Checklist provided below. • An application will be reviewed for completeness in accordance with SDC 5.1.405. • A Type 2 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 land use 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 12 calendar days to the Planning Commission or Hearings Official, as applicable. 5 Type 2 – Site Plan Review Submittal Requirements Checklist Please Note: • All the following items MUST be submitted. • If you feel an item on the list below does not apply to your specific application, please state the reason why in the attached narrative. • When application or appeal materials are over 20 pages in length, an applicant must provide an identical electronic version and hard copy of the submitted materials. ❑ Site Plan Review Application Form ❑ Application Fee – Refer to the Development Code Fee Schedule for the appropriate fee calculation formula. ❑ An electronic copy of all application materials (USB drive or other) submitted at the time of application (if total submittal package is over 20 pages). ❑ Proof of ownership, e.g., deed or other recorded document ❑ Concurrent applications where a proposal involves more than one (1) application ❑ State or Federal Permit Required – The applicant must demonstrate that an application has been submitted for any required federal or state permit and provide a copy of the application upon request. ❑ Completed Attached Stormwater Scoping Sheet One (1) Hard Copy of the Following Plan Sets for Submittal: □ Application materials must be submitted as required below in addition to the requirements in SDC 5.1.220, Application Submittal Standards. Applications that do not include all the necessary information may be deemed incomplete in accordance with SDC 5.1.225, Acceptance of Application. Please Note: • These plans must provide enough information to enable the City to determine that the proposed development is feasible, but are not necessarily required to be detailed construction level documents • The City’s Engineering Design Standards Manual, while not land use criteria, may be used in whole or in part, by the City Engineer to determine the feasibility of a proposed plan. • Nothing herein should be interpreted as implying any requirement in contradiction of Oregon Statute or Oregon Administrative Regulation. ❑ General Requirements. See SDC 5.17.115(A). 6 □ Be prepared by a design professional, licensed in the state of Oregon, when required by state law, such as an engineer, architect, landscape architect, land surveyor, or other qualified professional as determined by the Director; □ Be drawn to scale with the scale indicated on the plans, and the scale sized appropriately for the area involved and sufficient to show detail of the plan related to the approval standards; □ Include a north arrow and date of preparation and/or revision; □ Provide the physical address of the subject property, if applicable, and the County assessor’s tax map and lot number; □ Provide the names and addresses of all persons listed as owners on the most recently recorded deed; □ Provide the name, address, email address, and telephone number of any person that assisted in preparing the application materials or plans; and □ Show the size of the property and development area in acres or square feet. ❑ Existing Conditions Plan. (SDC 5.17.115(B)). The application must include an existing site conditions plan that shows, for the entire property and the surrounding property to a distance of 150 feet from the subject property boundaries: □ The property boundaries, dimensions, and gross area; □ Topographic contour lines at one-foot intervals for slopes equal to or less than ten percent and at two-foot intervals for slopes greater than ten percent; □ The location and width of all public and private streets, drives, sidewalks, pathways, rights-of-way, and easements; □ Potential natural hazard areas, including areas mapped by the City, County, or State as having a potential for geologic hazards; □ Soil types and water table information as mapped and specified in the Soils Survey of Lane County; □ Resource areas, including wetlands on the City’s Local Wetlands Inventory, streams, surface mines, and wildlife habitat identified by the City or any natural resource regulatory agencies as requiring protection; □ The name, location, dimensions, direction of flow, and top of bank of all watercourses that are shown on the Water Quality Limited Watercourse Map and their riparian areas; □ 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 Services Department; 7 □ Features, including existing structures, pavement, large rock outcroppings, drainage ways, canals and ditches; □ The location, size and species of trees and other vegetation having a caliper (diameter) of six inches or greater at four feet above grade; and □ Locally or federally designated historic and cultural resources ❑ Proposed Site Plan. (SDC 5.17.115(C)). □ The proposed development site, including boundaries, dimensions, and gross area; □ Existing site features, including trees, identified on the site analysis map, if any, which are proposed to be retained, removed, or modified by the proposed development; □ The location and dimensions of all existing and proposed structures, utilities, pavement, and other improvements on the site and adjacent to the site for a distance of 150 feet; □ Setback dimensions for all existing and proposed buildings; □ Loading and service areas for waste disposal, loading, and delivery; and □ Outdoor recreation spaces, common areas, plazas, outdoor seating, street furniture, and similar improvements ❑ Utility and Improvement Plan. (SDC 5.17.115(D)). The application must include a utility and improvement plant that shows: □ The name and location of all existing and proposed public and private streets within or on the boundary of the proposed development site including the right-of-way and paving dimensions, and the ownership and maintenance status; □ Location of existing and required traffic control devices, fire hydrants, streetlights, power poles, transformers, neighborhood mailbox units, and similar public facilities; □ The location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails; □ The 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 communications connections including cable, internet, and television cable, etc.; □ The proposed connection points of the proposed utilities; and □ The location and size of existing and proposed easement and public dedications ❑ Landscape Plan. (SDC 5.17.115(E)). □ Existing and proposed building and pavement outlines; □ The location and dimensions of existing and proposed terraces, retaining walls, decks, patios, shelters, and play areas; □ Existing and proposed abutting street right-of-way landscaping; 8 □ Screening as specified in SDC 4.4.110; □ Plantings, either existing or proposed, used in erosion control and stormwater treatment facilities; □ Details of a permanent irrigation system, unless specifically exempted as specified in SDC 4.4.100; □ Street trees as specified in SDC 4.2.140; □ A specifications list for all landscaping materials to be used; □ A planting schedule containing the location, size, and species of the existing and proposed plant materials (at time of planting); □ The anticipated size of all proposed plants at two years, or at maturity, whichever is first; and □ A description of planting methods as specified in SDC 4.4.100 ❑ Access, Circulation, Parking, and Lighting Plan. (SDC 5.17.115(F)). □ The location, dimensions and number of typical, compact, and disabled parking spaces; including aisles, landscaped areas, wheel bumpers, directional signs and striping; □ The location and dimensions of all site circulation for vehicles, pedestrians, and bicycles including entrances and exits to the site, and loading and service areas; □ Access to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed driveways and driveways proposed to be closed; □ On-site lighting including the location, orientation, and maximum height of all proposed exterior light fixtures, both free standing and attached. □ For lighting, the type and extent of shielding, including cut-off angles and the type of illumination, the wattage, luminous area, and a photometric test report for each light source; □ The location, type, number, and dimensions of all bicycle parking spaces; □ The amount of gross floor area applicable to the parking requirement for the proposed use; □ The location of off-street loading areas; □ Existing and proposed transit facilities; □ A copy of a Right-of-way Approach Permit application, where the property has frontage on an Oregon Department of Transportation (ODOT) facility; and □ A Traffic Impact Study prepared by an Oregon Licensed Traffic Engineer when required by and as specified in SDC 4.2.105(A)(4). ❑ Grading, Paving, and Stormwater Management Plan. (SDC 5.17.115(G)). □ Stormwater management system for the entire development area; 9 □ The roof drainage patterns and discharge locations; □ The 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 drainage ways to be retained; and □ The existing and proposed elevations, site grades, and contours ❑ Phased Development Plan. The application must include a Phased Development Plan if phasing is proposed. The plan must indicate any proposed phases for development, including the boundaries and sequencing of each phase as specified in SDC 5.17.115. Phasing must progress in a sequence that promotes street connectivity between the various phases and accommodates other required public improvements, including but not limited to, sanitary sewer, stormwater management, water, and electricity. The Approval Authority may require the applicant to enter into an agreement for phased developments, and may require bonding or other assurances for improvements, in accordance with SDC 5.15.135, Bonding and Assurances for Development. ❑ Narrative. The application must include a written letter, narrative, or report documenting how the proposal is in compliance with the applicable approval criteria contained in SDC 5.17.125, Site Plan Review Approval Standards. ❑ Deed Restrictions. The application must submit copies of all existing and proposed restrictions or covenants. ❑ Additional Information. The Director may require an applicant to submit additional information at the time of Site Plan Review application submittal. At the applicant’s expense, additional studies, reports, or exhibits prepared by qualified professionals may be required to address specific site features or concerns to demonstrate compliance with approval standards. Additional information may include, but is not limited to the following items: □ Evidence that any required Federal or State permit has been applied for or approved; □ A Geotechnical Report prepared by an Oregon-licensed engineer, if the required Site Assessment specified in SDC 5.17.120 indicates the proposed development area has unstable soils and/or a high water table as specified in the Soils Survey of Lane County. ❑ Septic Systems. If the properties are not served by the City sewer system in accordance with SDC 4.3.105, the application must include documentation from the Department of Environmental Quality or its agent that indicates that the proposed development will be in compliance with all applicable requirements for sanitary septic systems when such systems exist on the properties affected by the development. 10 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 5.1.210: The following information may be submitted or may be required to be submitted for the applicant to demonstrate compliance with the applicable approval standards. □ Preliminary Title Report. A Copy of a Preliminary Title Report issued within the past 90 days documenting ownership and listing all encumbrances. □ Traffic Impact Study. A developer may be required to prepare a Traffic Impact Study (TIS) to identify potential traffic impacts from proposed development and needed mitigation measures. □ Multiple Unit Housing Standards. Materials to demonstrate compliance with SDC 4.7.380, Multiple Unit Housing Standards (if applicable). □ Riparian Area Protection Report. 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. □ Geotechnical Report. 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, or if required by the City Engineer. □ Overlay District. Where the development area is within an overlay district, address the additional standards of the overlay district on plans and narratives. □ Additional Information. Where physical aspects of a proposed development, including but not limited to scale, odor noise, glare or vibration, will impact less intensive surrounding uses, the Director may request submittal of conceptual floor plans or other information necessary to determine compliance with applicable standards. □ Tree Felling Permit. If five or more qualifying trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19.100. □ Wetland Delineation. A wetland delineation approved by the Oregon Department of State Lands must be submitted concurrently where there is a wetland on the property. □ Federal or State Permits. The applicant must demonstrate that an application has been submitted for any required federal or state permit and provide a copy of the application upon request. □ Land and Drainage Alteration Permit (LDAP). Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development in accordance with Springfield Municipal Code 8.418. 11 □ Discretionary Use or Variance. Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 must be provided. □ Annexation. An Annexation application must be submitted prior to submission of 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. December 21, 2023 LIFEPOINT REHABILITATION HOSPITAL Site Plan Review Map 17-03-15-40, Lots 0800, 0900, 1000, and 1100 WRITTEN STATEMENT In accordance with Site Plan Review requirements, this written statement describes the proposed development and demonstrates that the proposal complies with the standards contained in SDC 5.17-100 through 5.17-125. 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 8 Site Plan Review 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 (Tax Lots 800, 900, and 1100) and total approximately 4.99 acres in size1. The site abuts office facilities to the east, west, and north. To the south is a developed mobile home park with amenities. 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 to change the designation to Commercial and zoning to Community Commercial. 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 RLID 2023 2. Transportation. a. TransPlan. 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 have 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 8 Site Plan Review 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 & Electric. Existing water and electric infrastructure exist on and adjacent to the subject site. LifePoint Rehabilitation Hospital Page 4 of 8 Site Plan Review 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. The 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 5. Parks and Open Space. Willamalane Park and Recreation District does not include projects in the vicinity of the subject property. III. SITE REVIEW STANDARDS This section is presented in the same order of applicable requirements found in Section 5.17.125, Site Plan Review Approval Standards the Springfield Development Code. Applicable sections of the Code are in bold italics, followed by proposed findings in normal text. The Director must approve, approve with conditions, or deny an application for Site Plan Review based upon the approval standards listed below. 5.17.125 – Approval Standards (A)The Director must approve, approve with conditions, or deny a proposed Site Plan Review application based on the following standards: (1) The proposed land use is a permitted use or is allowed as a discretionary use in the land use district. Response: The project is currently processing a Metro Plan Amendment (811-23-182) and a Zone Map Amendment (811-23-181). Once completed the plan designation will be Commercial (C) and zoning will be Community Commercial (CC). The allowed uses listed in the CC zone are consistent with the project. Hospitals and associated uses are permitted uses in the Community Commercial zone per SDC 3.2.300 – Commercial Use Categories – section 3.2.320 Table of Uses. (2) If a use is allowed as a discretionary use, in addition to meeting the standards below, a Discretionary Use application must be approved in conformance with the standards in SDC 5.9.100. Response: The proposed use – a 50-bed rehabilitation hospital and associated uses – is an allowed use per SDC 3.2.320, Table of Uses. As such there are associated permits that are required and will be concurrently submitted with the Site Plan Review. A Tree Felling permit is required and being submitted to remove the old Filbert tree orchard on the site. A Replat application is also being submitted to reorganize the four lots and create one lot for the rehabilitation hospital on the southern half of the current lot. Finally, a Drinking Water LifePoint Rehabilitation Hospital Page 5 of 8 Site Plan Review December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com Protection permit will be submitted due to the property being in the Sports Way wellfield in the 2-year Time of Travel Zone (TOTZ). (3) The proposal complies with the standards of the land use district of the subject property. Response: (A) Lot Area, Dimensions, and Coverage. The subject property is currently processing a Metro Plan Amendment (811-23-182) and a Zone Map Amendment (811-23-181) and the proposed plan designation will be Commercial (C) and proposed zone will be Community Commercial (CC). Per Table 3.2.325(A) The minimum lot/parcel size is 6,000 square feet. The lot after the Replat is approved will be 4.99 acres in size. The minimum frontage is 50 feet, and the project site will have approximately 430 feet of frontage on East Game Farm Road and 524 feet along Maple Island Road. Lot coverage is limited only by requirements of other sections of the code, of which there are none. (B) Setbacks. Per Section 3.2.325(B), the minimum setback for buildings is 10 feet and 5 feet for parking, driveways, or outdoor storage from any property line. In this proposal the closest section of building from Game Farm Road (south) is proposed at 109 feet; from Maple Island Road (west) is 132 feet; from the proposed northern property line is 93 feet; and, from the proposed eastern property line is 95 feet. The nearest driveway or parking to the property lines are 15 feet on the south; 20 feet on the north; 37 feet on the west; and 30 feet on the east property lines, far exceeding the 5 feet minimum. (C) Height. Per Section 3.2.325(C), buildings in the CC zone have no maximum height limit except when abutting a residential district. The site does not abut residential and therefore does not have a limit for heights. Nevertheless, the proposed building is 32 feet tall and has a 9-foot mechanical screening wall on the roof which makes the height 41 feet. (4) The proposal complies with any applicable approved master plan, master facilities plan, refinement plan, and/or special planned district. Response: The project site is within the Gateway Refinement Plan. The plan, after the Comp Plan Amendment, will designate the property as Commercial and as such there is one Goal that may apply. Goal 1 - Improve the appearance and vitality of all commercial activities in the Gateway Refinement Plan area, especially those that promote regional economic development and provide everyday neighborhood services. The rehabilitation hospital will provide regional and neighborhood services. (5) The proposal complies with the applicable sections of SDC 4.2, Infrastructure Standards-Transportation. Response: The project site is adjacent to East Game Farm Road and Maple Island Road. The proposed rehabilitation hospital will have two private entryways/driveways – one off of each road. There is no need for public or private roads into the site. The entryway off Game Farm Road is proposed to be a right in and right out only driveway to limit any conflicts with the Game Farm Road median. The entryway off Maple Island is proposed within the existing traffic circle, mid-block, and will have room for the future possible expansion to the northern section of the lot, if and when it is developed in the future. All vision clearance areas will be shown for the entryways and internal drive aisles. Any required public improvements will be LifePoint Rehabilitation Hospital Page 6 of 8 Site Plan Review December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com included and will meet city standards, including setback sidewalks, street lighting, and street trees. (6) The proposal complies with the applicable sections of SDC 4.3, Infrastructure Standards-Utilities. Response: Section 4.3.105 (B) Sanitary – requires that sanitary sewers must be installed to serve each new development and to connect developments to existing mains. Additionally, installation of sanitary sewers must provide sufficient access for maintenance activities. The project could connect to wastewater service through either an 8-inch line in International Way, a 10-inch line in Game Farm Road, and/or a 10-inch line in Maple Island Road. All lines are sufficient for the proposed development. The project is proposing to connect to the line in East Game Farm Road, south of the project (see Civil sheet C2.0). Section 4.3.110 Stormwater – The applicant has proposed new stormwater detention basins and lines. The attached Stormwater report (see attachment 7) provides all the required information for capacity and detention rates. Pursuant to Chapter 3.02.4 (e) of the City' s Engineering Design Standards and Procedures Manual and Section 3.6 of the City of Eugene Stormwater Management Manual, loading docks and trash enclosures shall be covered and hydraulically isolated from potential stormwater runoff, and directed to the sanitary sewer system. The applicant has shown a trash enclosure to be constructed that meets this requirement. Section 4.3.115 Water Quality Protection – The applicant has prepared a landscape plan and vegetation list that shows all vegetation to be installed on site, including the vegetation needed for the stormwater treatment facilities. The landscape plan also shows that a separate vegetation list for the stormwater plantings with typical cross sections for the raingarden and planter and a soil specification with at least 50% organic material and capable of infiltrating water through the medium on the final site plan and the Operations and Maintenance plan. Section 4.3.117 Natural Resource Protection - The subject site does not contain any inventoried natural resources. Therefore, the requirements of SDC 4.3.117 are not applicable to this proposal. Section 4.3.125 Underground Placement of Utilities - The applicant is proposing to install new underground water, wastewater, stormwater, and electrical utilities/ connections as depicted on the site plan and utility plan, and as detailed here. Section 4.3.127 Electrical Service – The site is vacant and the owner and applicant has worked with SUB Electrical to discuss the connections. A new service connection is required, and SUB has worked with the applicant to establish these connection points. Section 4.3.130 Water Service and Fire Protection – SUB Water Service is the lead agency. The applicant is working with SUB on the water connection and flow rates needed. The water line is coming from Maple Island Drive (See Civil sheet C2.0). All existing utilities have been researched and all improvements were designed to meet all standards. LifePoint Rehabilitation Hospital Page 7 of 8 Site Plan Review December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com (7) The proposal complies with the applicable sections of SDC 4.4, Landscaping, Screening, and Fence Standards. Response: Section 4.4.105 Landscaping - (B)(1) requires landscaping standards for private property as specified in this section and other sections of this code. (B)(2) requires street trees in the public right- of-way as specified in SDC 4.2.140. (B)(3) requires curbside planter strips in the public right- of-way as specified in SDC 4.2.135. (E) At least 65 percent of each required planting area must be covered with living plant materials within 5 years of the date of installation. The living plant materials must be distributed throughout the required planting area. The planting acceptable per 1,000 square feet of required planting area is as follows: (1) A minimum of 2 trees, not less than 6 feet in height, that are at least a 2 inch (dbh) caliper (at the time of planting, not including root ball); and (2) Ten shrubs, 5 gallons or larger. (F) Parking lot planting areas must include 1 canopy tree at least 2 inches (dbh) in caliper that meets City street tree standards as may be permitted by the Engineering Design Standards and Procedures Manual and at least 4 shrubs, 5 gallon or larger, for each 100 square feet of planting area. Shrubs that abut public right-of-way or that is placed in the interior of any parking lot must not exceed 2.5 feet in height at maturity. Parking lot planting areas must include: (1) Parking and driveway setback areas specified in the applicable land use district; and (2) Five percent of the interior of a parking lot, exclusive of any required parking setbacks, if 24 or more parking spaces are located between the street side of a building and an arterial or collector street and are visible from any street. Response: The landscape plan shows approximately 73 trees, 310 shrubs, and 2,483 square feet of ground cover. The plan has been designed to achieve at least 65% coverage of living plants within 5 years, which meets the required coverage. All required setbacks around the perimeter of the lot are proposed to be landscaped completely (see sheet L4.0). Planting quantities per 1,000 square feet shall be as follows: A minimum of two trees not less than 2 inches caliper and 6 feet in height, ten 5-gallon shrubs and lawn, ground cover or organic mulch as appropriate. A minimum of 65% of required planting areas shall be covered with living plant material within 5 years of installation. Section 4.4.110 Screening - The proposed landscaping plan shows plantings of street trees in the public right- of-way, curbside planter strips for screening, and landscaping internal to the site to fulfill the screening regulation. Section 4.4.115 Fences – There are no fences proposed on site. (8) The proposal complies with the applicable sections of SDC 4.5, On-Site Lighting Standards. Response: The proposed lighting for the parking lot will be 20 feet in height and shielded downward. The pedestrian lighting for the walkways, landscape areas, and building entrances will meet the requirements in height and shielded downward. See plan sets for more information. (9) The proposal complies with the applicable sections of SDC 4.6, Motor Vehicle Parking, Loading, and Bicycle Parking Standards. Response: Per Section 4.6.115 the proposed automobile parking spaces will meet the dimension requirements for standard spaces, 9 x 18 feet, and have 24 feet of aisle width for LifePoint Rehabilitation Hospital Page 8 of 8 Site Plan Review December 21, 2023 The Satre Group  375 West 4th Avenue, Suite 201, Eugene, OR 97401  (541) 686-4540  www.satregroup.com backing up. Per 4.6.120, the new parking area will be paved, and have a permanent concrete curb system along its perimeter. Where a parking space abuts a sidewalk, wheel stops will be provided, and all spaces will be clearly marked. The City parking standards do not have “Hospital” parking minimums or maximums in the table to identify required amount of parking spaces. The project is a rehabilitation hospital with 50 beds and approximately 67,700 square feet of floor area. LifePoint is a hospital company that designs and builds hospitals nationally. The project has identified a need for 130 spaces to accommodate the 50 beds and staffing. Some national standards require 1.35 space per bed and 1 space per employee for the busiest shift time. This would equate to 68 spaces for the beds, which leaves 62 spaces for employees. SDC 4.6.140 through 4.6.155 and Table 4.6.3 detail bicycle parking requirements. Hospitals and medical centers require 1 bicycle space per 3,000 square feet of floor area, with 75% allocated to long-term parking and 25% allocated for short-term parking. As proposed, the 67,700 square foot rehabilitation hospital would require 23 bicycle parking spaces, 17 long term and 6 short term spaces. The applicant is proposing a bike shelter for long term parking at the front entrance with 24 spaces inside. This structure will be sheltered, secure, and well- lit for security. The short-term spaces, not required to be sheltered per section 4.6.145 (D)(1), will be bike hoops located at or near the front entryway of the hospital. See plan set for additional information. (10) The proposal complies with the applicable sections of SDC 4.7, Specific Development Standards. Response: None of the Specific Development Standards apply to this project, therefore this standard does not apply. (11) The proposal complies with the applicable sections of SDC 4.8, Temporary Use Standards. Response: None of the Temporary Use Standards apply to the project site, therefore this standard does not apply. IV. CONCLUSION The above information represents known applicable planning, zoning, and site development requirements for the contemplated project. It presents known physical conditions and contexts. It captures the project’s primary development objective. Based on the information and findings contained in this written statement, associated attachments, and plan set, the proposed LifePoint rehabilitation hospital project meets the Site Plan Review approval standards contained in the Springfield Development Code. Therefore, the applicant requests that the City of Springfield approve the proposal. Both the applicant and the applicant’s representative are available for questions. We look forward to working with staff to ensure this project meets the goals and objectives of the applicant and the city. 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, Principal 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