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