HomeMy WebLinkAboutMeeting Packet Planner 1/16/2024
Completeness Check
Meeting
Development and Public Works Department
Conference Room 616 & Zoom
COMPLETENESS CHECK MEETING DATE:
Tuesday, January 23, 2024
11:00 a.m. - 12:00 p.m.
DPW Conference Room 616 and Zoom
Completeness Check Mtg (Replat Tentative) #811-24-000020-PRE 811-24-000005-PROJ
LifePoint Health
Assessor’s Map: 17-03-15-40 TL: 800, 900, 1000 & 1100
Address: Maple Island Way, Game Farm Rd.
Existing Use: vacant
Applicant has submitted plans to replat lots to create one lot for construction of rehabilitation
center
Planner: Andy Limbird
Meeting: Tuesday, January 23, 2024 11:00 – 12:00 via Zoom and Conference Rm 616
SITE
VICINITY MAP
811-24-0000120-PRE Completeness Check Meeting
17-03-15-40 TL 800, 900, 1000, 1100
Maple Island Way & Game Farm Rd.
LifePoint Health
DocuSign Envelope ID: D2F400FD-6F64-4742-AABE-DDFFC5832C3C
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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N 89°56'00" E
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EAST (NORTH 274.2') 169.8'(274.2')81.6'
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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