HomeMy WebLinkAboutApplication Applicant 1/11/2024 (2)THE SATRE GROUP
Land Use Planners, Landscape Architects, Environmental Specialists
375 West 4th Avenue, Suite 201, Eugene, Oregon 97401
(541) 686-4540 • www.satregroup.com
TRANSMITTAL
TO:City of Springfield DATE:December 21, 2023
225 5th Street PROJECT:LifePoint Rehabilitation Hospital
Springfield, OR 97477 Major Replat – Tentative
CLIENT PROJ #:
ATTN:SG PROJ #:2312
TRANSMITTED:Herewith X DISPOSITION:For Your Approval
Separate Cover For Your Information/Use X
Other For Reply
TRANSMITTED:
# Copies Item Dated No. Pages
(In addition to this cover page)
Two (2) paper copies and One (1) CD of a:
Major Replat Tentative Plan Application Packet
REMARKS:This Major Replat Tentative Plan application packet is hereby submitted for
Completeness Check. The submittal package includes:
1. This Transmittal
2. Application Fee
3. Application Form
4. Written statement
5. Deeds
6. Title Report
7. Reduced Copy of Replat Plan
8. Stormwater Management System Study
(with completed scoping sheet)
9. Traffic Study (submitted electronically)
10. Existing Conditions Site Plan
11. Major Replat Plan
12. Stormwater Plan
We look forward to your assistance with the project. Don’t hesitate to contact us should you have any
questions or need any additional information. Thank you.
COPIES TO:Agency BY:
File X Consultant Team X John Anderson
Owner X Other John Anderson, ASLA
DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C
DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C
DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C
12/14/2023
Revised 10.14.13 KL 4 of 12
Property 1:
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
Owner:
Date:
Signature
Print
Property 2:
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the inf ormation as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
Owner:
Date:
Signature
Print
Property 3:
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the inf ormation as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
Owner:
Date:
Signature
Print
Revised 10.14.13 KL 5 of 12
Major Replat Tentative Application Process
Applicant Submits a Major Replat Tentative Application for Pre-Submittal
The application must conform to the Replat Tentative Submittal Requirements
Checklist on pages 4-6 of this application packet.
A pre-submittal meeting to discuss completeness is mandatory, and pre-submittal
meetings are conducted every Tuesday and Friday, from 10:00 am - noon.
Planning Division staff strives to conduct pre-submittal meetings within five to seven
working days of receiving an application.
Applicant and the City Conduct the Pre-Submittal Meeting
The applicant, owner, and design team are strongly encouraged to attend the pre-
submittal meeting.
The meeting is held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall’s office, and the Planning
Division and is scheduled for 30 to 60 minutes.
The Planner provides the applicant with a Pre-Submittal Checklist specifying the items
required to make the application complete if it is not already complete, and the
applicant has 180 days submit a complete application to the City.
Applicant Submits a Complete Application, City Staff Review the Application and
Issue a Decision
A complete application must conform to the Major Replat Tentative Submittal
Requirements Checklist on pages 4-6 of this application packet.
A Type II decision, made after public notice, but without a public hearing, unless
appealed, is issued within 120 days of submittal of a complete application.
Mailed notice is provided to property owners and occupants within 300 feet of the
property being reviewed and to any applicable neighborhood association. In addition,
the applicant must post one sign, provided by the City, on the subject property.
There is a 14-day public comment period, starting on the date notice is mailed.
Applications are distributed to the Development Review Committee, and their
comments are incorporated into a decision that addresses all applicable approval
criteria and/or development standards, as well as any written comments from those
given notice.
Applications may be approved, approved with conditions, or denied.
At the applicant’s request, the Planner can provide a copy of the draft Major Replat
Decision prior to issuing the final land use decision.
The City mails the applicant and any party of standing a copy of the decision, which is
effective on the day it is mailed.
The decision issued is the final decision of the City but may be appealed within 15
calendar days to the Planning Commission or Hearings Official.
6
Revised 10.14.13 kl
Major Replat Tentative Submittal Requirements Checklist
NOTE:
ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal for
all Major Replats.
If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
Application Fee – refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development & Public
Works Department. Any applicable application, technology, and postage fees are collected
at the pre-submittal and submittal stages.
Major Replat Tentative Application Form
Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken.
Copy of the Deeds
Copy of a Preliminary Title Reports issued within the past 30 days documenting
ownership and listing all encumbrances.
Copy of the Replat Plan Reduced to 8½”x 11”, which will be mailed as part of the
required neighboring property notification packet.
Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility.
Three (3) Copies of the Stormwater Management System Study with Completed
Stormwater Scoping Sheet Attached - The plan, supporting calculations, and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 A.4. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City’s
transportation system. In general, a TIS must explain how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
access and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation policies and
objectives.
Four (4) Copies of the Following Plan Sets for Pre-Submittal OR
Three (3) Copies of the Following Plan Sets for Submittal:
All of the following plans must include the scale appropriate to the area involved
and sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
All plan sets must be folded to 8½” by 11” and bound by rubber bands.
a. Site Assessment of Existing Conditions
Prepared by an Oregon licensed Landscape Architect or Engineer
Revised 10.14.13 KL 7 of 12
Vicinity Map
The name, location, and dimensions of all existing site features including buildings,
curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and
what is being removed. For existing structures to remain, also indicate present use
and required setbacks from proposed property lines.
The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development & Public Works Department
The 100-year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development & Public Works Department
Physical features including, but not limited to trees 5” in diameter or greater when
measured 4 ½ feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
Soil types and water table information as mapped and specified in the Soils Survey of
Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates the proposed development area has unstable
soils and/or a high water table
b. Major Replat Tentative Plan
Prepared by an Oregon licensed Land Surveyor
City boundaries, the Urban Growth Boundary, and any special service district
boundaries or railroad right-of-way which cross or abut the proposed replat.
Location and width of all existing and proposed easements on and abutting the
proposed Replat.
Boundaries of entire area owned by the property owner, of which the proposed replat
division is a part, as well as dimensions and size of each parcel and the approximate
dimensions of each building site indicating the top and toe of cut and fill slopes to scale
Location and type of existing and proposed street lighting, including type, height, and
area of illumination
Location, widths, conditions, and names of all existing and proposed streets, alleys,
dedications or other right-of-ways within or adjacent to the proposed replat. Proposed
streets should also include approximate radius of curves and grades and relationship to
any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development
Plan, or Conceptual Local Street Map.
Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
Location and dimensions of existing and proposed driveways
Location of existing and proposed transit facilities
Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails
Location, size and type of plantings and street trees in any required planter strip
Revised 10.14.13 KL 8 of 12
Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
The locations of all areas to be dedicated or reserved for public use, with the purpose,
condition or limitations of the reservations clearly indicated
Future Development Plan where phasing or large lots/parcels are proposed as specified
in SDC 5.12-120 E.
The word “Major Replat” shall be shown in the title block
The name or reference number of the previous Plat and any additional recording
information shall be retained in the title of the Replat
Blocks, lots/parcels and portions thereof which are being replatted shall be identified,
where applicable
Original Plat information being deleted, abandoned, or changed by the Replat shall be
shown in a distinct line type on the drawing with a note of explanation
Any Replat of existing lots/parcels containing buildings shall show existing building
outlines including their setbacks from the proposed property lines and lot/parcel
coverage requirements, where applicable
If applicable, obtain conveyance approval from the mortgage holder
c. Stormwater Management Plan
Prepared by an Oregon licensed Civil Engineer
Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
Roof drainage patterns and discharge locations
Pervious and impervious area drainage patterns
The size and location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater
quality measures; and natural drainageways to be retained
Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
Amount of proposed cut and fill
Additional Materials That May be Required
IT IS THE APPLICANT’S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
Proposed deed restrictions and a draft of any Homeowner’s Association Agreement
Additional plans and documentation for submittal of a Cluster Subdivision proposal
as specified in SDC 3.2-230
Revised 10.14.13 KL 9 of 12
Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
Where the development area is within an overlay district, address the
additional standards of the overlay district
If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review
Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City’s urban service area and can
be served by sanitary sewer
All public improvements proposed to be installed and to include the approximate
time of installation and method of financing
December 21, 2023
LIFEPOINT/PEACEHEALTH HOSPITAL
Major Replat Tentative Plan
Map 17-03-15-40, Lots 0800, 0900, 1000, and 1100
WRITTEN STATEMENT
In accordance with the Major Replat Tentative Plan submittal requirements, this written statement
describes the proposed development and demonstrates that the proposal complies with Tentative Plan
Criteria at SDC 5.12.125.
I. LAND USE REQUEST
A. Development Objective
The applicant, LifePoint Health and
PeaceHealth, Owner of the property,
propose to develop a 50-bed
rehabilitation hospital on the 4.99-acre
property identified as Map 17-03-15-40,
Tax Lot 1000, the southern portions of
Tax Lots 800 and 900 and the western
portion of Tax Lot 1100 (collectively, the
Subject Property) located at the
northeast corner of East Game Farm
Road and Maple Island Road.
Subject Property
RLID Maps 2023
B. Project Directory
Applicant Owner
Gregory Thomas Grady Layman
LifePoint Health PeaceHealth
4801 Olympia Park Plaza #1000 1255 Hilyard Street
Louisville, KY 40241 Eugene, OR 97401
Phone: (502) 407-6684 Phone: (503) 522-4385
Email: Gregory.Thomas@lifepointhealth.net Email: glayman@peacehealth.org
Landscape Architect (and Applicant’s Representative) Civil Engineer
John Anderson, ASLA Matt Keenan, PE
The Satre Group KPFF Engineering, Inc.
375 West 4th Avenue, Suite 201 800 Willamette Street, Suite 400
Eugene, OR 97401 Eugene, OR 97401
Phone: (541) 686-4540 Phone: (541) 684-4902
Email: johna@satregroup.com Email: matt.keenan@kpff.com
Planner Surveyor
Dan Halverson BLEW & Associates, P.A.
The Satre Group 3825 N Shiloh Drive
375 West 4th Avenue, Suite 201 Fayetteville, AR 72703
Eugene, OR 97401 Contact:
Phone: (541) 686-4540 Phone: (479) 443-4506
Email: dan@satregroup.com Email: survey@blewinc.com
LifePoint Rehabilitation Hospital Page 2 of 6
Major Replat Tentative Plan
December 21, 2023
The Satre Group 375 West 4th Avenue, Suite 201, Eugene, OR 97401 (541) 686-4540 www.satregroup.com
II. THE SITE AND EXISTING CONDITIONS
A. Development Site
The site is located south of International Way, north of East Game Farm Road and east of Maple
Island Road in the Gateway area of Springfield. It is comprised of one full tax lot (TL 1000) and
portions of three additional tax lots (TLs 800, 900 and 1100) and totals approximately 4.99 acres
in size1. The site abuts office facilities to the east, west and north. The project area is within the
Springfield city limits.
B. Planning Context
1. Planning and Zoning.
The zoning is consistent with the Metro Plan,
Gateway Refinement Plan, and Springfield
Zoning Map, all of which designates the
PeaceHealth property currently as Campus
Industrial (CI). There is a Zone Change and
Comp Plan amendment underway to change
the designation to Commercial (C) and zoning
to Community Commercial (CC).
Additional Planning documents, including the
Springfield Transportation System Plan, the
Springfield Stormwater Facilities Master Plan
and Wastewater Master Plan also apply. Also
applicable is the Drinking Water Protection
Overlay Zone (the site is within the 2-year
Time of Travel Zone Concentrations).
Tax Lot Map Excerpt
RLID 2023
2. Transportation.
a. The metro area adopted transportation plan; The Eugene-Springfield Transportation
System Plan (TransPlan) shows future projects in the vicinity of the subject property (see
below).
b. Springfield 2035 Transportation System Plan.
The City of Springfield’s
transportation plan does not include
any projects abutting the subject
property. As with TransPlan, the
Springfield TSP includes projects on
nearby streets (new Minor Collector
projects R-5 and R-6 at the nearby
PeaceHealth RiverBend campus).
These improvements will no impact
on this proposal.
Transportation System Plan
City of Springfield
August 2020
1 Concurrent with this Site Plan Review application submittal, is a Major Replat application submittal, which when approved, will
replat the subject tax lots placing the proposed rehab hospital on its own tax lot.
LifePoint Rehabilitation Hospital Page 3 of 6
Major Replat Tentative Plan
December 21, 2023
The Satre Group 375 West 4th Avenue, Suite 201, Eugene, OR 97401 (541) 686-4540 www.satregroup.com
c. Public Transit.
The metro area’s public transit system, Lane Transit District (LTD), provides service near
the development via the EMX Springfield route. LTD’s International Way route is just to
the north of the subject property with a transfer station located in the center of
International Way.
3. Utilities.
a. Stormwater and Wastewater.
The Subject Property is located in the North Gateway Stormwater Drainage Basin. The
Springfield Stormwater Facilities Master Plan identifies one capital improvement project,
“Low Priority CIP 43,” to address current issues around water quality from the campus
industrial area.
Existing Wastewater Infrastructure
City of Springfield 2018 Existing Storm Infrastructure
City of Springfield 2018
b. Wellhead Protection.
The subject property is located in the
Sports Way wellfield in the 2-year Time of
Travel Zone (TOTZ). Any development
will require approval of a Drinking Water
Protection application.
Wellhead Protection Areas Map Excerpt
City of Springfield and Springfield Utility Board
January 2013
c. Water and Electric infrastructure.
Existing water and electric infrastructure exist on and adjacent to the subject site.
LifePoint Rehabilitation Hospital Page 4 of 6
Major Replat Tentative Plan
December 21, 2023
The Satre Group 375 West 4th Avenue, Suite 201, Eugene, OR 97401 (541) 686-4540 www.satregroup.com
4. Natural Resources.
a. Area to the west and north of the Subject
Property is in the Special Flood Hazard
Area — Floodplain Zone A (the blue hatch).
Zone A is the 100-year flood plain with
base flood elevation determined. A larger
portion (the southern section and Subject
Property) of the site is in Zone X, areas of
500-year floodplain (the yellow hatch).
Excerpt
Floodplain Floodway Map
City of Springfield 2019
III. TENTATIVE PLAN – APPROVAL CRITERIA
This section is presented in the same order of applicable requirements found in Section 5.12.125,
Tentative Plan Criteria of the Springfield Development Code. Applicable sections of the Code are in
bold italics, followed by the applicant’s response in normal text.
5.12.125 Tentative Plan Criteria
The Director shall approve or approve with conditions a Tentative Plan application upon
determining that all applicable criteria have been satisfied. If conditions cannot be attached to
satisfy the approval criteria, the Director shall deny the application. In the case of Partitions
that involve the donation of land to a public agency, the Director may waive any approval
criteria upon determining the particular criterion can be addressed as part of a future
development application.
(A) The request conforms to the provisions of this Code pertaining to lot/parcel size and
dimensions.
Response: The Major Replat includes Tax Lots 800, 900, 1000, and a portion of lot 1100. Upon
approval of this replat application, these four tax lots will become two. The first lot, referred to as
“Proposed New Lot” on the enclosed Major Replat Tentative Plan, will be comprised of the
existing lot 1000, referred to as “Parcel C” on the tentative plan, and the southern majorities of
existing lots 800 and 900, referred to as “Parcel A” and “Parcel B” on the tentative plan, and a
small portion of existing lot 1100, referred to as “Parcel D” on the tentative plan. The second lot,
referred to as “Parcel A, B, C, and D” on the tentative plan, will be comprised of the northerly
remainder to existing tax lots 800 and 900 and the remainder of existing tax lot 1100.
Proposed New Lot: (Community Commercial)
3.2.325 Base Zone Development Standards.
Standard Lots/Parcels Standard Proposed
Minimum Lot Area: 6,000 sq. ft. 217,364 sq. ft (4.99 acres)
Minimum Street Frontage: 50 ft 430 ft at East Game Farm Rd
524 ft at Maple Island Rd
Parcel A, B, C and D: (CI)
3.2.425 Base Zone Development Standards.
Standard Lots/Parcels Standard Proposed
Minimum Lot Area: 10,000 sq. ft. 1,252,745 sq. ft (28.76 acres)
Minimum Street Frontage: 75 ft 647.59 ft at East Game Farm
LifePoint Rehabilitation Hospital Page 5 of 6
Major Replat Tentative Plan
December 21, 2023
The Satre Group 375 West 4th Avenue, Suite 201, Eugene, OR 97401 (541) 686-4540 www.satregroup.com
(B) The zoning is consistent with the Metro Plan diagram and/or applicable Refinement Plan
diagram, Plan District map, and Conceptual Development Plan.
Response: Zoning is currently consistent with the Metro Plan diagram and applicable refinement
plan diagram (the Gateway Refinement Plan). Upon approval of the in-process plan amendment
and zone change, the subject property will still be consistent.
(C) Capacity requirements of public and private facilities, including but not limited to, water
and electricity; sanitary sewer and stormwater management facilities; and streets and
traffic safety controls shall not be exceeded, and the public improvements shall be
available to serve the site at the time of development, unless otherwise provided for by
this Code and other applicable regulations. The Public Works Director or a utility provider
shall determine capacity issues.
Response: Public and private facilities are provided as follows:
Storm: Stormwater service is available to the property through existing lines in International
Way (15-inch trunk line), in Game Farm Road (15-inch trunk line), and in Maple Island
Road (a 15-inch trunk line that extends along the western boundary to the tax lot to the
north).
Sanitary: Wastewater service is also available to the Subject Property via International Way (8-
inch line), Game Farm Road (10-inch line), and Maple Island Road (10-inch line).
Water: The site will receive water service with a connection to the existing line in Maple Island
Road.
Electric: Electric infrastructure is adjacent to the site along street frontages.
Streets: International Way and Game Farm Road are major collectors; they have an existing
right-of-way width of 72 feet and a curb-to-curb width of 48 feet. Maple Island Drive is a
local street; it has an existing right-of-way of 50 feet and a curb-to-curb width of 24 feet.
Fire: There are several existing fire hydrants in the vicinity – three on the south side of Game
Farm Road and two on International Way.
(D) The proposed land division shall comply with all applicable public and private design and
construction standards contained in this Code and other applicable regulations.
Response: International Way, Game Farm Road, and Maple Island Road are fully improved
streets. The applicant is proposing improvements to the “Proposed New Lot”, the site of the new
rehabilitation hospital. Public utilities are present in all streets. All proposed site improvements
and new utilities will comply with applicable portions of the Springfield Development Code as well
as the Springfield Engineering and Design Standards and Procedures Manual.
(E) Physical features, including, but not limited to: steep slopes with unstable soil or geologic
conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs;
watercourses shown on the WQLW Map and their associated riparian areas; other riparian
areas and wetlands specified in Section 4.3-117; rock outcroppings; open spaces; and
areas of historic and/or archaeological significance, as may be specified in Section 3.3-900
or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this
Code or in State or Federal law.
LifePoint Rehabilitation Hospital Page 6 of 6
Major Replat Tentative Plan
December 21, 2023
The Satre Group 375 West 4th Avenue, Suite 201, Eugene, OR 97401 (541) 686-4540 www.satregroup.com
Response: There are no physical features on the subject property meeting this definition. Thus,
this standard does not apply.
(F) Parking areas and ingress-egress points have been designed to: facilitate vehicular traffic,
bicycle and pedestrian safety to avoid congestion; provide connectivity within the
development area and to adjacent residential areas, transit stops, neighborhood activity
centers, and commercial, industrial and public areas; minimize driveways on arterial and
collector streets as specified in this Code or other applicable regulations and comply with
the ODOT access management standards for State highways.
Response: The proposed hospital will take access from Maple Island Drive and through a right in
right out drive off Game Farm Road. Proposed driveways have been designed to facilitate
vehicular traffic and provide connectivity to and from the development area to the adjacent street
and then to adjacent areas in the neighborhood. Standard connectivity exists for pedestrians with
a continuous street sidewalk. The EMX transit stop, and commercial district are both accessible
via the existing developed street and sidewalk network.
(G) Development of any remainder of the property under the same ownership can be
accomplished as specified in this Code.
Response: The property owner, PeaceHealth, is the owner of the property subject to this replat
application and will remain the owner following the conclusion of this process.
(H) Adjacent land can be developed or is provided access that will allow its development as
specified in this Code.
Response: Adjacent land on this subject block will retain existing access and/or street frontage
and can be developed as permitted in the code.
(I) Where the Partition of property that is outside of the city limits but within the City’s
urbanizable area and no concurrent annexation application is submitted, the standards
specified below shall also apply.
Response: The proposed development is within the city limits. This standard does not apply.
(J) Where the Subdivision of a manufactured dwelling park or mobile home park is proposed,
the following approval criteria apply:
Response: The proposal does not include the subdivision of a manufactured dwelling park or
mobile home park. Therefore, this standard does not apply.
IV. CONCLUSION
Based on the information and findings contained in this written statement and accompanying plans
and attachments, the proposed development meets the Major Replat Tentative Plan criteria of
approval contained in the Springfield Development Code. Therefore, the applicant requests that the
City of Springfield approve the proposal. If you have any questions about the above application,
please do not hesitate to contact John Anderson at The Satre Group, 541-686-4540, or
johna@satregroup.com.
Sincerely,
John Anderson
John Anderson, ASLA, Partner
The Satre Group
Return to Clayton McEachern @ City of Springfield, email: cmceachern@springfield-or,gov, FAX: (541) 736-1021
CITY OF SPRINGFIELD, OREGON
DEVELOPMENT AND PUBLIC WORKS
225 FIFTH STREET
SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www.springfield-or.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
Project Name: Applicant:
Assessors Parcel #: Date:
Land Use(s): Phone #:
Project Size (Acres): Fax #:
Approx. Impervious Area: Email:
Project Description (Include a copy of Assessor’s map):
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
Proposed Stormwater Best Management Practices:
Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method)
Small Site Study – (use Rational Method for calculations)
Mid-Level Development Study – (use Unit Hydrograph Method for calculations)
Full Drainage Development Study – (use Unit Hydrograph Method for calculations)
Environmental Considerations:
Wellhead Zone: Hillside Development:
Wetland/Riparian: Floodway/Floodplain:
Soil Type: Other Jurisdictions
Downstream Analysis:
N/A
Flow line for starting water surface elevation:
Design HGL to use for starting water surface elevation:
Manhole/Junction to take analysis to:
--------------------------------- (Area below this line filled out by the City and Returned to the Applicant) ----------------------------
(At a minimum, all boxes checked by the City on the front and back of this sheet shall be submitted
for an application to be complete for submittal, although other requirements may be necessary.)
------------------------------------------------- (Area below this line filled out by Applicant) --------------------------------------------------
(Please return to Clayton McEachern @ City of Springfield Development and Public Works; Fax # 736-1021, Phone # 736-1036),
email:cmceachern@springfield-or.gov
Form Version 5: June 2015
COMPLETE STUDY ITEMS
* Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an
application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield
Development Code (SDC) or the City’s Engineering Design Manual. Compliance with these requirements does not constitute site
approval; Additional site specific information may be required. Note: Upon scoping sheet submittal, ensure completed form has been
signed in the space provided below:
Interim Design Standards/Water Quality (EDSPM Chapter 3)
Req’d N/A
All non-building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration
media) for stormwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Stormwater Management Manual.
For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the Eugene Stormwater Management Manual (Sec2.4.1).
If a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with City of Springfield or Eugene’s Stormwater Management Manual.
Water Quality calculations as required in Section 3.03.1 of the EDSPM.
All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment or weather resistant enclosure.
General Study Requirements (EDSPM Section 4.03)
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event.
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review of Downstream System (EDSPM Section 4.03.4.C)
A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (OPSC).
Elevations of the HGL and flow lines for both city and private systems where applicable.
Design of Storm Systems (EDSPM Section 4.04).
Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb load
without failure of the pipe structure.
Manning’s “n” values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to
achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well.
Other/Miscellaneous
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to
another.
Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to
the website: http://www.deq.state.or.us/wq/uic/uic.htm for more information.
Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year storm events.
*This form shall be included as an attachment, inside the front cover, of the stormwater study.
For Official Use Only:
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwater study
and plan set. Signature Date .
* IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN!
(((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((
(((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((
((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((
((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((
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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
(
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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
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N89°55'W
159'
N
2
6
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3
8'W -
3
0
6
.
7'
S
2
6
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3
8'
E
-
3
0
6
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7'
159'
5
1
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6
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3
8'W -
5
1
2
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119.56'
119.56'
S
2
6
°
3
8'
E
-
3
8
8
.
4'
1
8
8
.
4
'
2
0
0'
EAST - 191'
WEST - 251'
60'
109.5'
60'
315.53'
254.01'N0°00'39"W389.95'S 89°56'00" W 686.62'975.54'N 00°00'39" W216.94'233.35'N0°12'28"E - 1826.61'796.96'891.65'177.88'N0°09'28"EN89°56'E125.12'
237.55'
85.24'
283.61'
N89°59'06"E 27'N0°00'54"WS77°07'54"E290.93'
227.65'
365.55'S 06°24'00" E 481.07'40'2
8
6.9'
440.2'N0°08'04"E362.17'NORTH - 27.64 CHS = 1824.24' (G.L.O.)NORTH LINE DLC NO. 45 WEST - 91.74 CHS = 6054.84' (G.L.O.)
S 59° E 651'
S 65° E 203'
S 55° E 388'
N 8 3 ° E 4 9 6 '
S 74° E 317'N 7 8 ° E 5 2 7 'S 6
3° E 66
2'132'S 73° E 585'
N 8 0 ° E 1 4 2 5 '
S 66° E 726'
S 61° E 462'
N 8 0 ° E 3 8 3 'S 83° E 528'N 67 ° E 218 'SOUTH 310'SOUTH133.4'85'S 3
1
° E
3
0
4'
N 7 6 ° E 1 4 0 5 'N 55° W 785'
S 72° E 1020'SOUTHS 89°46'52" E 377.34'S 00°31'00" W 580.53'35.53'S 45°13'30" W
S 89°56'00" W 532.90'
LC = 412.61'N 44°37'56" W = 90°17'52"R = 291.00'L = 458.61'
49.94'N 01°46'00" W
51.54'N 13°59'00" E
50.39'N 07°27'00" WN 00°31'00" E 751.39'121.08'N 47°28'15" E111.32'
22.30'
14.00'M/LR=60.00'S 05°17'29" WLC=78.07'R=100.00'S 29°26'33" WLC=41.45'
R=100.00'S 43°19'13" WLC=38.49'
R=35.00'S 30°47'35" WLC=20.83'
R=112.00'N 67°52'51" ELC=41.01'R=65.00'S 72°02'55" E
LC=52.25'
R=45.00'S 61°22'39" ELC=22.06'N 00°00'39" W 326.40'N 11°39'21" E 227.48'240.08'
3
6
0.7
1'
C/L BY DEEDVOL 412 PG 413
C/L BY S.20782 (1977)532.08'N 87°26'00" E
362.71'619.00'S 00°31'00" W215.00'N 89°46'52" W 328.50'
284.50'
N 44°47'12" W
28.29'324.01'136.00'N 00°13'08" E213.92'614.99'330.49'
N 89°58'03" W284.50'
N 89°59'35" E379.08'204.28'345.50'213.00'N 00°00'58" E336.78'973.43'579.87'981.71'S01°41'36"W 277.23'S01°46'43"W 277.06'170.78'N12°41'22"W152.52'
S89°56'00"W122.62'
S
2
6
°
3
9
'
5
6
"
E
1
6
6
.
4
5'
N89°56'E81.42'
45'55.15'S49°42'26"W84.78'94-P050094-P050193-P04212008-P2297
15 14
22 23
279.24'11.53'31.83'61.88'35.43'7.01'137.00'3.20'6.0'4 8 .4 2 'N 8 4 °4 4 '4 3 "E
L C =1 0 6 .2 0 'N 7 7 °0 7 '5 2 "E
R =6 0 0 'R=50'LC=48.51'R=20'N36°26'30"E15.13'LC=15.51' N37°29'40"E R=30'LC= 13.83 S36°51'18"E R=26'LC=34.91'N68°08'34"WR=40'N0°0'39"W44.24' N83°48'24"E14.15'
LC=22.08'N59°30'14"ER=27.00'
LC=37.77'N26°33'59"ER=145.00'37.62'LC=41.58'N38°13'52"WR=50.00'
18.77'N84°44'56"W
102.51'
18.76'35.25'LC=44.02'S41°58'54"ER=70'
LC=35.37'S16°48'48"ER=270'
26.12'
12.18'
PCL 1
PCL 2
PCL 1
(PCL 2)
PCL 3
PCL 1
PCL 2
PCL 1
PCL 2
1
2
3
4 5
MCKENZIE RIVER
MAPLE ISLAND SLOUGH
80.60 ACS
12.04 ACS
1500
2200
300
61.92'
R=1034'
LC=295.89'
S.32484
S.36978
360.87'360.87'42.70'S 0°7'16" W9.49'
27.0'
0.33'
11.27'
N15°35'15"ELC=34.20'N20°03'56"E
SOUTH40'
S
2
6
°
4
7
'0
0
"
E
-
3
1
1
.
0
5
'
202.04'274.2'1
8
.
2
6
'264.87'(360.44')N 00°12'28" ELIBERTYPROFESSIONALCENTER94-P0502S89°58'03"E 331.42'100'100'2
2
.
6
0
'
S89°56'00"W
EAST83.33'
6
5
.
3
3'1800
2022-P3057I.P.
3200 3400
3500
3300
9 8 1 .7 1 '459.96'644.93'N 89°46'52" W
PCL 1
INITIALPOINT
2022-P3092S 45866
0.18 AC 0.36 AC
1.18 AC
0.31 AC0.21 AC
1.17 AC1 AC0.53 AC0.49 AC0.51 AC1.1 AC
0.35 AC0.9 AC0.33 AC0.55 AC
1.38 AC
0.3 AC
0.39 AC
13.01 AC22.1 AC
0.41 AC
6.31 AC
13.82 AC6.19 AC7.05 AC
14.09 AC
92.64 AC
1.38 AC
13.17 AC
13.55 AC
0.14 AC
0.72 AC
2.38 AC
10.29 AC
0.13 AC28002700
1300
14001502
16001700190020002100370023002400260029003000
1200
1000
11011100
900
800
100200500
600
400
2500
3100
700
3600
1501
1802
3201
1801
004-90019-00
004-01
004-04
004-78
004-62
004-22 004-22004-78
004-38
004-78
SEE MAP17031530
SEE MAP17031500
SEE MAP17031400
SEE MAP17032200SEE MAP17032220 SEE MAP17032212
FOR ASSESSMENT ANDTAXATION ONLY S.E.1/4 SEC. 15 T.17S. R.3W. W.M.Lane County1" = 200'
CANCELLED3001500220018003500330034003200
17031540SPRINGFIELD
SPRINGFIELD17031540
LCATJCG - 2023-01-03 16:58
REVISIONS06/03/2011 - LCAT113 - CONVERT MAP TO GIS05/14/2012 - LCAT174 - CORRECTION TO TAX CODE09/16/2014 - LCAT115 - CANC TL 1800 INTO 2014-P261402/26/2015 - LCAT115 - CODE CHANGE TL 250006/15/2015 - LCAT155 - LLA BETWEEN 2500 & 170322000040011/06/2018 - LCAT148 - CODE CHANGE TL 2300 & TL 240001/18/2019 - LCAT148 - CODE CHANGE TL 0170004/08/2020 - LCAT148 - CODE CHANGE TL 180004/09/2020 - LCAT148 - CODE CHANGE TL 60006/21/2021 - LCAT174 - LLA BETWEEN TL 3400 & TL 360005/25/2022 - LCAT174 - CANC TL 1800 INTO 2022-P305701/03/2023 - LCAT174 - CANC 3200,3300,3400,3500 INTO 2022-P3092
EXHIBIT F
23-0757.01 (Springfield, OR) AS -SURVEYED DESCRIPTION (FOR ZONING PURPOSES):
BEGINNING AT A 5/8 -INCH REBAR FOUND; THENCE NORTH 88 DEGREES 16 MINUTES 33 SECONDS WEST,
A DISTANCE OF 237.55 FEET, MORE OR LESS TO A 5/8 -INCH REBAR WITH YELLOW PLASTIC CAP
INSCRIBED "LS2609" FOUND; THENCE NORTH 88 DEGREES 16 MINUTES 19 SECONDS WEST, A DISTANCE
OF 22.10 FEET, MORE OR LESS; THENCE NORTH 63 DEGREES 55 MINUTES 41 SECONDS WEST, A
DISTANCE OF 18.74 FEET, MORE OR LESS; THENCE NORTH 60 DEGREES 32 MINUTES 51 SECONDS WEST,
A DISTANCE OF 35.25 FEET, MORE OR LESS; THENCE WITH A CURVE TO THE RIGHT, HAVING AN ARC
LENGTH OF 45.62 FEET, WITH A RADIUS OF 70.00 FEET, HAVING A CHORD BEARING OF NORTH 40
DEGREES 11 MINUTES 6 SECONDS WEST, AND WITH A CHORD LENGTH OF 44.82 FEET, MORE OR LESS;
THENCE WITH A COMPOUND CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 35.40 FEET, WITH A
RADIUS OF 270.00 FEET, HAVING A CHORD BEARING OF NORTH 15 DEGREES 1 MINUTE 0SECONDS
WEST, AND WITH A CHORD LENGTH OF 35.37 FEET, MORE LESS TO A BENT 1/2 -INCH REBAR FOUND;
THENCE NORTH 1 DEGREE 47 MINUTES 9SECONDS EAST, A DISTANCE OF 311.51 FEET, MORE OR LESS;
THENCE WITH A CURVE TO THE RIGHT, HAVING AN ARC LENGTH OF 41.75 FEET, WITH A RADIUS OF
100.00 FEET, HAVING A CHORD BEARING OF NORTH 31 DEGREES 14 MINUTES 21 SECONDS EAST, AND
WITH A CHORD LENGTH OF 41.45 FEET, MORE OR LESS; THENCE WITH A REVERSE CURVE TO THE LEFT,
HAVING AN ARC LENGTH OF 74.47 FEET, WITH A RADIUS OF 60.00 FEET, HAVING A CHORD BEARING OF
NORTH 1 DEGREE 32 MINUTES 5 SECONDS EAST, AND WITH A CHORD LENGTH OF 69.78 FEET, MORE OR
LESS; THENCE SOUTH 88 DEGREES 12 MINUTES 51 SECONDS EAST, A DISTANCE OF 414.32 FEET, MORE
OR LESS; THENCE SOUTH 1 DEGREE 47 MINUTES 10 SECONDS WEST, A DISTANCE OF 523.27 FEET, MORE
OR LESS; THENCE NORTH 88 DEGREES 16 MINUTES 33 SECONDS WEST, A DISTANCE OF 66.30 FEET,
MORE OR LESS TO A 5/8 -INCH REBAR WITH YELLOW PLASTIC CAP INSCRIBED "LS2609" FOUND; THENCE
NORTH 51 DEGREES 18 MINUTES 18 SECONDS WEST, A DISTANCE OF 24.94 FEET, MORE OR LESS TO THE
POINT OF BEGINNING, AND CONTAINING AN AREA OF 217,364 SQUARE FEET, OR 4.99 ACRES, MORE OR
LESS.
BEARINGS IN THE DESCRIPTIONS ABOVE ARE BASED ON OREGON STATE PLANE COORDINATES, SOUTH
ZONE, NAD -83, INTERNAIONAL FOOT.
After recording, return to:
Roger Saydack
Arnold Gallagher Saydack Percell Roberts & Potter
800 Willamette, Suite 800
Eugene, Oregon 97401
Until a change is requested, mail all tax statements to:
PeaceHealth
Property Management
P.O. Box 1479
Eugene, Oregon 9744C
Tax Account No,
EC -F- y28g7
SPUu- 1'720
Division of Chief Deputy Clerk NN-068617Lane County Deeds and Records
1111111111111111111111111111111111111111111111111 $41.00
00619907200400686170040048 08/31/2004 12;00;34 PM
RPR -DEED Cnt=1 Stn=1 CASHIER 02
$20.00 $11.00 $10.00
WARRANTY DEED
SONY MUSIC ENTERTAINMENT, INC, a Delaware corporation, Grantor, conveys and
ti
warrants to PEACEHEALTH, a Washington non-profit corporation, Grantee, the real property
described on Exhibit A attached hereto, free of encumbrances except as specifically set forth
4 herein.
THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS
LU INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS.
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE
TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY
2 PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY
LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS
30.930.
THE PROPERTY DESCRIBED IN THIS INSTRUMENT MAY NOT BE WITHIN A FIRE
PROTECTION DISTRICT PROTECTING STRUCTURES. THE PROPERTY IS SUBJECT TO
LAND USE LAWS AND REGULATIONS, WHICH, IN FARM OR FOREST ZONES, MAY NOT
AUTHORIZE CONSTRUCTION OR SITING OF A RESIDENCE AND WHICH LIMIT
LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 IN
ALL ZONES. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON
ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE
CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND
EXISTENCE OF FIRE PROTECTION FOR STRUCTURES.
The true consideration for this conveyance is $16,600,000.00.
Dated: August 2 2004
By:
PQPRO�'c°
O
Print Name: �(J C . K d 9�, DE�
Page 1- WARRANTY DEED
C\Documents and Settings\fritzd\My Documents\Sony-Agreement-Peace Health-Deedlnal.doc
2.
STATE OF NEW YORK, )
) ss.
COUNTY OF NEW YORK )
This instrument was signed and acknowledged before me on August 24, 2004 by
jif�lPer�
C, k ,b< s-- who is a duly authorized officer of Sony Music n
Entertainment Inc., a Delaware corporation, to wit, the f t^es t Set„ } of said
corporation.
Page 2- WARRANTY DEED
C:\Documents and Settings\fritzd\My Documents\Sony-Agreement-Peace Health-Deed.final.doc
Notary Public
HELENE B. KRASNEH
State New Yolk
NcWV Public • of
NO 816019434
Ck allfied In Now Yolk 00"
OOInrtIWf011ExpitNBapi
Page 2- WARRANTY DEED
C:\Documents and Settings\fritzd\My Documents\Sony-Agreement-Peace Health-Deed.final.doc
EXHIBIT A
Legal Description of Real Property:
PARCEL I:
All of that portion of Parcel 2 of Land Partition Plat Number 94-P0502 as platted and recorded
in the Land Partition Plat Records of Lane County, Oregon lying South and West of
International Way and which is more particularly described as follows:
Beginning at the Northwest corner of said Parcel 2, which point lies South 0° 31' 00" West a
distance of 803.96 feet, North 89° 46' 52" West a distance of 737.85 feet and South 0° 31' 00"
West a distance of 68.00 feet from the Northeast corner of the A. C. Stevens Donation Land
Claim No. 45 in Township 17 South, Range 3 West of the Willamette Meridian; thence along the
Southerly and Westerly right-of-way of International Way the following courses South 89° 46'
52" East a distance of 377.34 feet; thence along the arc of a 291.00 foot radius curve to the right,
having a central angle of 90° 17' 52" and a chord bearing South 44° 37' 56" East 412.61 feet, a
distance of 458.61 feet; thence South 0° 31' 00" West a distance of 580.53 feet; thence South 45°
13' 30" West a distance of 35.53 feet; thence leaving the right-of-way of International Way, along
the right-of-way of Deadmond Ferry Road, South 89° 56' 00" West a distance of 532.90 feet;
thence leaving last said right-of-way North 1° 46' 00" West a distance of 49.94 feet; thence North
13° 59' 00" East a distance of 51.54 feet; thence North 7° 27' 00" West a distance of 50.39 feet;
thence South 89° 59' 00" West a distance of 115.00 feet; thence North 0° 31' 00" East a distance of
751.39 feet to the Point of Beginning.
The basis of the bearings in this description is Land Partition Plat No. 94-P0502 by James Branch
filed as County Surveyor's File No. 31950 on May 6, 1994 in the records of the Lane County
Surveyor.
PARCEL II:
Beginning at a point on the South line of the Abraham Landes Donation Land Claim No. 45 in
Section 15, Township 17 South, Range 3 West of the Willamette Meridian, Lane County,
Oregon, which is West 737.88 feet from the most Easterly, Southeast corner thereof; thence
North 00° 32' East 205 feet; thence East 115 feet; thence South 07° 26' East 50.39 feet; thence
South 14" West 51.54 feet; thence South 01° 45' East 50.02 feet; thence South 52° 14' East 16.23
feet; thence South 001 32' West 45 feet to the South line of the claim; thence West 125 feet to the
Place of Beginning.
PARCEL III:
Beginning at the Southwest corner of Land Partition Plat No. 93-P0421, said corner being North
89° 55' 30" East 2509.54 feet and North 00° 12' 07" East 24.75 feet from the re-entrant corner of
the Abraham Landes Donation Land Claim No. 45 in Township 17 South, Range 3 West of the
Willamette Meridian, Lane County, Oregon; thence along the West line of said Partition Plat
No. 93-P0421 and along the West line of Corporate Way, North 000 12' 07" East 1006.80 feet to a
point on the Westerly extension of International Way as platted in said Partition Plat No. 93-
P0421; thence North 890 47' 53" West 20 feet to the West line of a 20 foot private roadway;
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thence South 00° 12' 07" West along the West line of said private roadway 1006.90 feet to the
North right-of-way line of Deadmond Ferry Road; thence North 89° 55' 30" East along the
North line of said Deadmond Ferry Road 20 feet to the Point of Beginning, Lane County Oregon
Records.
PARCEL IV:
A Portion of the Abraham Landes Donation Land Claim No. 45, lying in the South one-half of
Section 15, Township 17 South, Range 3 West of the Willamette Meridian, Lane County,
Oregon, described as follows:
Beginning at a point 1579.05 feet South 00° 07' 24" East from a point on the North line of the
Abraham Landes Donation Land Claim No. 45, in Township 17 South, Range 3 West of the
Willamette Meridian, Lane County, Oregon, which is East 3847.40 feet from the Northwest
corner of Claim No. 45; thence South 00° 07' 24" East 247.88 feet to the South line of Claim No.
45; thence along the South line, North 89° 56' 30" East 124.39 feet; thence North 00° 02' 45" East
247.88 feet; thence South 89° 56' 30" West 125.12 feet to the Point of Beginning.
EXCEPT that portion conveyed to the City of Springfield, by instrument Recorded February 21,
2003, Reception No. 2003-015537, Lane County Oregon Records.
PARCEL V:
Parcel 2 of Land Partition Plat 94-P0501 as filed and platted May 6, 1994, Official Records of
Lane County, Oregon.
EXCEPT that portion conveyed to the City of Springfield, by instrument Recorded February 21,
2003, Reception No. 2003-015537, Lane County Oregon Records.
PARCEL VI:
Lane County Land Partition Parcel 3 of Plat No. 93-P0421, as filed and platted in the Lane
County Partition Plat Records, Lane County, Oregon and together with vacated Corporate Way,
as described in the City of Springfield's Ordinance No. 5727, and Recorded on May 5,1994, Reel
1948, Reception No. 94-34356, Official Records Lane County, Oregon.
Beginning at a point on the South line of the Abraham Landes Donation Land Claim No. 45 in
Section 15, Township 17 South, Range 3 West of the Willamette Meridian, Lane County,
Oregon, which is West 737.88 feet from the most Easterly, Southeast corner thereof; thence
North 00° 32' East 205 feet; thence East 115 feet; thence South 07° 26' East 50.39 feet; thence
South 14' West 51.54 feet; thence South 01° 45' East 50.02 feet; thence South 52° 14' East 16.23
feet; thence South 00° 32' West 45 feet to the South line of the Claim; thence West 125 feet to the
Place of Beginning, Lane County Oregon Records.
PARCEL VII:
Parcel 1 of Land Partition Plat 99-P1236 as filed and platted April 12, 1999, Official Records of
Lane County, Oregon.
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