HomeMy WebLinkAboutApplication APPLICANT 12/22/2009
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Plan Review
Applicant Name: Mt~l _ UI:='N--nJ. t::"~ _ ( 1.\.\( N71~ ~c Phone: :'\
Company: -r~ r iJ.1 \ '7) f i:;cy-rr717_ ,Fax:
Address: '"L,qC\s: MP.\7 u')\ ~ "t7T::>, L:it'm"\C~":;'"t:"' 02 1
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ISize of Property: 4.t.f Acres ~ sqJare Feet 0
!proposed Name of Proj~ct: -\~ (\kHP C 0'~'717 II
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I Description of If you are filling in this form by hand, piease attach your proposal dese-ripiion to thi~:apPiication_
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Associated Applications: ~2a,0 - ~Cz COiM",
I Pre-Sub Case No.: '?y-(.. 2o?::P~ / orb'?> L. Date: ~/ Zz.Jo1
Case No.:
Signs:
Reviewed by: ~ 1
Reviewed oy: \
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Technical Fee: $ Postage Fee: $ 1
l PROJECT NUMBER: (j)R~i.o'O-~Zc:t
_ Date:
APplication Fee: $
ITOTAL FEES: $
Revised 11/19/09 ~o '\ w:>-. J?l-t,. CJ J .21Y/O
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DEe 2 2 2009
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Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be acce_pted.
Pre-Submittal
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf,
Ijwe do hereby acknowledge that I/we are legally responsible for- all statutory
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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 Identlfiect' 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 pertain'jng to a complete
application. '
Owner:
Date:
Signature
Print
PRE-5UBMIlTAl REC'O
DEe 2 2 2009
Revised 11/19/09
2 of 10
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, :City of Springfield
Development Services Department
225 Fifth Street
Spf'i.ngfield, OR 97477
Wi~~
Tree Felling Permit
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Applicant Name: lJ\,~~,"":,\- ~~-\H~~l, +rll'/ Phone:
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ISize of Propert.,.: <2'.t.t AcresljJi: Sguare Feet [1 I
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D,escriPti~n of If you are filling in this Form by hand, please attach your proposal description tt this application. I
Proposal. <::::.~ ~~""i"'t:" (p\.....'P' .~':.~ L;.....~....j^-:>e:'~
Signatures: Piease.siqn and rint your name and date in the a ropriate b~X on the next I
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Associated Cases:
Icase No.:
IAPPlication Fee: $
; ITOTAL FEES: $
Siqns:
I Date:
ITechnical Fee: $
. Reviewed by:
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Post~qe Fee: $
PROJECT NUMBER: L
Revised 1/1/08 Molly Markarian
1 of 5
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Signatures
The undersigned acknowledges 'that the information in this application is correct and acc~rate. .
Applicant:
Date:
Signature
Print
If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf.
Owner:
Date:
Signature
Print
Revised 1/1/08 Molly Markarian
2 of 5
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Tree Felling Permit Application Proc.ess
1. Applicant Submits a Tree Felling Permit Application to the Development Services
Department
. The application must conform to the Tree Felling Permit Submittal Requirements
Checklist on page 4 of this application packet.
. Planning Division staff screen the submittal at the front countE;r to determine
- whether all required items listed in the Tree Felling Permit Submittal Requirements
Checklist have been submitted. .-
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. Applications missing required items will not be accepted for submittal.
2. City Staff Conduct Detailed Completeness Check
· Planning Division staff conducts a detailed completeness check within 30 days of
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submittal.
· The a:ssigned Planner notifies the applicant in writing regarding the completeness of
. the application. '
. An application is not be deemed technically complete until all i,nformation necessary
to evaluate the proposed development-,its impacts, and its compliance with the
provisions of the Springfield Development Code and other applicable codes and
statutes have been provided.
. . Incomplete applications, as well as insufficient or unclear data, will delay the
application review process and may result in deriial.
3. City Staff Review the Application and Issue a Decision
. This is a Type II decision and thus is made after public notice" but without a public
hearing, unless appealed. . .
. Mailed notice is provided to property owners and occupants w,ithin 300 feet of the
property being reviewed and to any applicable neighborhood association. In
addition, the applicant must post one sign, provided by the Ci~y, on the subject
property. '.
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.- There is a 14-day publiC comment period, staring on the date!notice is mailed.
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. 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.
· 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.
Revised 1/1/08 Molly Markarian
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Tree Felling Permit submittal Requirements Checklist
NOTE: If you feel an item does not apply, please state the reason why and attach the
explanation to this form. '
o Submitted Concurrently with Site Plan Review or land Division applications, where
applicable. .
o 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
Services Department. The applicable application, technology, and postage fees are
. collected at the time of complete application submittal.
o Tree Felling Permit Application Form
o Copy of the Deed
o Copy of a Preliminary Title Report issued within the past 30 days docymenting
ownership and listing all encumbrances.
o Narrative explaining th'e proposal and any additional information that milY have a bearing
in determining the action to be taken, including findings demonstrating compliance with
the Tree Felling Permit Criteria as specified in SDC 5.19-125 (see page 4 of this
application).
NOTE: Before the Director can issue a Tree Felling Permit, information submitted by the
applicant must adequately support the request. All of the Tree Felling Permit Criteria must
be addressed by the applicant. Incomplete applications, as well as insufficient or unclear
data, will delay the application review process and may result in denial. In certain
circumstances, it is advisable to hire a professional planner or land use attorney to
prepare the required findings,
The Director or the Public Works Director may require the applicant. to provide the
services of a professional forester (approved by the City), licensed hydrologist, or licensed
lan'dscape architect in order to address the standards in SDC 5.19-125 for undeveloped
property greater than 10 acres in size or 15% slope or above an elevation of 670 feet.
o Three (3) Copies ofa Plot Plan drawn to scale to include:
o The species or common name of the trees .
o The location of trees to be removed and their sizes
o The method of tree removal and the hauling route to be used
o A desc~iption of any plan (Vegetation and Re-vegetation Report) to r~place, landscape
or otherwise reduce the effect of the felling that addresses the applicable criteria in
SDC 5.19-125.
o . Copy of the Plot Plan Reduced to 8'12" X 11",which will be mailed as part of the
required neighboring property notification packet. '
4 of 5
Revised 1/1/08 Molly Markarian
, I 5.19-125 Criteria
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The Director, in consultation with the Public Works Director and the Fire Chief shall approve, approve with
conditions or deny the request based on the following criteria:
A. . Whether the conditions of the trees with respect to disease, hazardous or unsafe conditions,
danger of falling, proximity to existing structures or proposed constructiO'n, or interference with
utility services or pedestrian or vehicular traffic safety warrants the proP9sed felling.
B. Whether the proposed felling is consistent with State standards, Metro ~Ian policies and City
Ordinances and provisions affecting the environmental quality of the are,a, including but not limited
to, the protection of nearby trees and windbreaks; wildlife; erosion, soil retention and stability;
volume of surface runoff and water quality of streams; scenic quality; and geological sites.
C. Whether it is necessary to remove trees in order to construct proposed improvements as specified
in an approved development plan, grading permits and construction drawings.
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D. In the event that no Development Plan has been approved by the City, f!llling of trees will be
permitted on a limited basis consistent with the preservation of the site'sJuture development
potential as prescribed in the Metro Plan and City development regulati6ns, and consistent with
the following criteria. II
1. Wooded areas associated with natural drainageways and waterareas shall be retained to
preserve riparian habitat and to minimize erosion; I
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2. Wooded areas that will likely provide attractive on-site views to o:ccupants of future
developments shall be retained;
3. Wooded areas along ridge lines and hilltops shall be retained fot their scenic and wildlife
value;
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4. Wooded areas along property lines shall be retained to serve as' buffers from adjacent
properties; . :i, .
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5. Trees shall be retained in sufficiently large areas and dense stan,ds so as to ensure against
windthrow;
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6. Large-scale clear-cuts of developable:areas shall be avoided to 'retain the wooded
character of future building sites, and so preserve housing and design options for future
City residents. "
E. Whether the applicant's proposed replanting of new trees or vegetation is an adequate substitute
for the trees to be felled.
F. Whether slash left on the pr(lperty poses significant fire hazard or liability to the City.
G. Whether the felling is consistent with the guidelines specified in the F'ield Guide to Oregon
Forestry Practices Rules pUblished by the State of Oregon, Department of Forestry, as they apply
to the northwest Oregon region.
H. Whether transportation of equipment to and equipment and trees from 'the site can be
accomplished without a major disturbance to nearby residents. I'
Revised 1/1/08 Molly Markarian
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The Child Center
Tree Felling Plan
Compliance Statement
I. SUMMARY
A. Summarv of Reouest
This request for a Tree Felling Permit is submitted for concurrent review with The
Child Center Site Plan Review application, According to Springfield Code Section
5.19-110, the Tree Felling Permit is required since more than 5 trees 5-inch dbh
(diameter at breast height) or iarger are planned for removal as part of The Child
Center proposed project at 3995 Marcola Road in Springfield, Oregon.
B. Proiect Obiectives
Operating since 1971, The Child Center provides a unique, valuable service to
families in Lane County. The Child Center strives to enhance the quality of services
being provided and improve the safety of the site's access and on-site circulation. In
addition, to address concerns regarding the impact of the existing gravel~tparking
area on a key source_of drinking water for EWEB customers, The Child Center
proposes to relocate the parking area to an upper plateau causing the necessary and
unavoidable impact on a number of large trees. In light of the extent of tree loss on
the site, The Child Center has created an ambitious plan for new landscaping and will
continue to preserve numerous trees on areas of the site outside the area impacted
by development.
C. Overview of The Child Center Camous .
The Child Center is located on a generally terraced site on Marcola Road near the
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Hayden Bridge Road intersection. The entire development site includes about 8.4
acres. The improved portion of the campus is significantly less and encompasses
about 4.2 acres.
Currently, there is a gravel parking lot at the lower plateau primarily for staff, visitor
parking spaces on the upper plateau, and overflow parking spaces at the older
residence used for office space.
The property is surrounded by natural vegetation at the property lines to the east and
west, the Mckenzie River to the south and Marcola Road to the north. The existing
buildings and site infrastructure are to remain except for the existing
outpatientjoffice building of about 784 square feet. -
arlie (?company . 2911 Ten'n~'son Avc"nue, Suite 400 0 .Eugellc',~,Oregon 97408
w w w . a r lie. C 0 n1 . P h 0 n e 541- 344 - 5 5 0 0 Fax 54 1 . 4 8 5.2550 .. III a j I . a r I i ~ . com
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II, SITE INFORMATION
Location: The Child Center is located at 3995 Marcola Road, Springfield,
Oregon near the Hayden Bridge Road intersection.
Tax Lots: Lane County records identify the site as Lane County Assessor's
Map 17-02-20-00, Tax Lot 700 and 17-02-30-00, Tax Lots 100 and 200.
l,&!!al Descriotion: (Refer to Legal Description under separate cover.)
Acreaqe: The Chiid Center's entire development site is about 8.4 acres
according to the County Assessment and Taxation records. The portion of the
site with improvements consists of about 4.2 acres. The portion of the site
affected by the proposed project is approximately 1.9 acres.
Address: 3995 Marcola Road, Springfield, Oregon 97477.
Ownershio: The site is owned by Mental Heaith for Children (The Child
Center).
III. TREE FELLING PERMIT CRITERIA
. The Director shall approve, approve with conditIons, or deny a Tree Felling
Request based on the following criteria in Springfield Development Code
SectIon 5.19-125:
A. - Whether the conditions of the trees with respect to disease, hazardous
or unsafe conditions, danger of falling, proximIty to existing structures
or proposed construction, or interference With utility services or
pedestrIan or vehicular traffIc warrants the proposed felling.
The condition necessitating cutting trees pertains to: 1) proximity of trees to
existing and proposed new structu-res; 2) re-Iocation of an existing parking
area; and 3} enhanced pedestrian and vehicular circulation.
School safety was a primary design factor as The Chiid Center considered
various site designs. The location of the proposed new building will provide
visual surveiilance of anyone entering the site from Marcola Road. Its
prominent location on the campus will help create a welcoming entrance with
clear, safe circulation for those driving, using the bus, or bicycling to the site.
The Child Center initially did not envision relocating the lower parking area, In
early consuitations with City staff and utility providers, the original concept
presented by The Chiid Center retained use of the existing gravel parking area
The Child Center Tree Felling Permit
Compliance Statement
December 1, 2009
Page 2 of 4
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_in the lower plateau. This alternative design would have retained more trees
in the upper area of the site, but did not sufficiently address concerns about
ground water contamination from the proximity of the lower plateau parking
area to the river. After careful consideration of a number of factors, the
proposed design best addresses the core objectives of The Child)Center and
public agency staff. The proposed design shifts the parking areaiito the upper
plateau close to the main buildings on the campus and farther aytay from the
river..
B. Whether the proposed felling is consistent with State standards, Metro
II
Plan policies and City Ordinances and provisions affecting the
environmental quality of the area, including but not limited to, the
protection of nearby trees and windbreaks; wildlife; erosion, soil
retention and stability; volume of swface runoff and water quality of
streams; scenic quality; and geological sites.
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The subject property does not contain any Statewide Goal 5 resources. The
subject property is designated in the Metro Plan as Heavy Industhal although
the City of Springfieid zoned The Child Center campus as Parks and open
Space consistent with a former Metro Plan designation and to reflect the
existing use of the property. About half of the development site will retain all
existing trees and will not be impacted by the proposed development.
To the extent practicable the proposed site plan preserves existirighabitat
areas for wildlife; minimizes changes in the existing grade; and retains, treats,
and disposes of all stormwater runoff on-site thru the use of bio-swales. The
proposed tree feiling will have a significant impact on the scenic quality of the
site. To mitigate for the proposed tree felling, a landscaping plan has been
prepared that will result in 84 new trees being planted on the site. These trees
. will provide seasonal color, habitat areas fora variety of wildlife ~nd a greater
variety to minimize concerns about disease or infestations.
C. Whether It is necessary to remove trees in order to construct proposed
improvements as specified in an approved development plan, grading.
permits and construction drawings. .,
The Tree Felling Permit is necessary to allow trees to be cut t6 construct
proposed improvemel1ts to The Child Center.. Please refer to The Child Center
Site Plan Review application being processed concurrently.
D. In the event that no Development Plan has been approveci by the
City...
No tree removal that requires a Tree Felling Permit will occur until the City has
approved The Child Center Site Plan Revie~.
The Child Center Tree Felling Permit
Compliance Statement
December 1, 2009
Page 3 of4
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E. . Whether the applicant's proposed replanting oftrees or vegetation is
an adequate substitute for the trees to be fel/ed.
The proposed replanting plan provides a substantial number and varfety of
new trees. Extensive new landscape planting beds are proposed along
Marcola Road providing an attractive visual amenity and on-site stormwater
treatment areas. There are also several new landscape planting beds
surrounding existing buildings and the proposed new outpatienVassessment
building. A new plaza area will provide an amenity for The Child Center
campus and increase the variety of trees on the property,
The proposed landscape plan preserves a significant number of trees on the
_development site and provides a greater diversity of plants that will result in a
wider range of forage and habitat areas for wildlife. Although 23 trees will be
removed, the Planting Plan (Sheet L1) and Site Plan (Sheet L2) indicate 84
new trees will be planted on The Child Center campus. This will result in a
replacement ratio of 3.6:1. For every tree removed at least 3.6 new trees will
be planted.
F. Whether slash left on the property poses significant fire hazard
or liabifity to the City.
Prior to any tree removal, The Child Center will design a strategy to
ensure that large, unattended piles of slash are not left on the site in a
way that would pose a significanUire hazard or liability. The Child
Center plans to.promptly remove and recycle debris.
G. Whether the felling is consistent with the guidelines specified in
the Field Guide to Oregon Forestry Practices Rules pUblished by
the State of Oregon, Department of Forestry, as they apply to
the northwest Oregon region.
The Oregon Forestry Practices apply to State owned forestland. The
Child Center campus is not owned by the State nor is it considered
forestland. The Child Center will follow safe forestry practices while
felling trees on the property including careful attentiontowards
maintaining a safe environment for students and staff.
H. Whether transportation of equipment to and equipment and
trees from the site can 'be accomplished without a major
disturbance to nearby residents.
The Child Center is not adjacent to any residential property and has
direct access to Marcola Road and is frequently used by heavy trucks
for the transportation of equipment and logging trucks. There will be
no disturbance to residents in the area.
The ChHd,Center Tree Felling Permit
Com pliance Statement
December 1, 2009
Page 4 of 4
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THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW OR OTHERWISE NOTED
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OD Submitfor Distribution
ill Returned After Loan
[] As Indicated Below
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LETTER OF TRA~SMITT AL
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D Approved as Submitted
D Approved as Noted
D Returned with Comments
D Rejected ,
D Resubmit for Approval
D As Requeste~
REMARKS:
TBG
ARCHITECTS &
PLANNERS/INC
132 EaSt Broadway, Suite 200
,'Eugene, Oregon 97401 c
Tel: 541.687_1010
Fax: 541.687.0625
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D For Approval
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PQE.SUBMITIAl RI:~'D
nt:r 22:2009 I!
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If enclosures are not as noted, kindly notify us at once.
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
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Job/Journal Number
PRE2009-00032
Payments:
Type of Payment
Check
cl{eceintl
RECEIPT #:
3200900000000000829
Description
CTY Site Plan Rvw Tentative
Paid By
THE CHILD CENTER
Received By
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Page I of I
Item Total: ,
Check Number Authorization
Batch Number Number lIow:IReceived
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28090 In Person
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Payment Total:
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(',"';' of Springfield Official Receipt
Development Services Department
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Public Works Department
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Date: 12/22/2009
2:54:30PM
Amount Du'e
346_00
$346.00
Amount Paid
$346,00
$346.00
PRE.SU~MITTAL REC'D
DEe 2 2 2009'
12/22/2009
CITY OF SPRINGFIELD
VICINITY MAP
PRE2009-00032
3995 Marcola Road
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DEe 2 2 2009
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The Child Center
Site Plan Review
Conmliance Statement
t SUMMARY
A. Summarvof RequeSt,
This request is for Site Plan Review approval for a new single-story,
outpatienVqssessmept bliilding witha~ci~ted site improvements to Th~ Child
Genter located at 3995lViarcola Road In Spnngfield~ ,Oregon. The proposed new
office building is about 5,151 square feet in size and will be located nea,r rhe_ existing
office buildings on the site, The Site Plan Review application includes information for
the entire development site, although the focus of the request is fo'f propbsed
changes to the existing facility and grounds. The proposed new building '1ill shift
where services are provided on the site andir'nprove the quality of office space.
, .
The proposed new building is not intended to accommodate additional staff but to
provide abetter environment forcounseiing and assessment of youth. ,The proposed
newquildihg and other site improvements will,also nptincr~asettJe number of
children thatwill besenied on The Child center campus:
S. Proiect Obip.ctives
Operating since 1971, The Chiid Center provides a unique, valuable serviqe to
families in Lane County. The:proposed site plan primarily addresses the fbllowirig
objectives:
1. Enhance the quality of services byil1!proving,the office space us~d.for
counseling and assessm,ent activities, '
2. ll1!prove the safety of the site's access and on-site circulation for busses,
motorists, bicyclists and pedestrians,
In response to suggestions from EWES and City of Springfield staff. the project also
incorporates relocating the lower parking area to a higher eleVation and g,;eater
_distance from the river. The existing lower parking area is very cloSe to a ~ajor
s()urce of drinking wat~r for EWER The proposed projectwiH retain the existing
unimproved gravelar~a fot emergency vehicles but will not be:used on a regular,
daily basis by the child Center. Relocating the parking area requires a su~stantial
. sapital invf"!stmentbYthe GhHdc;enterand is dependent on a successful fypdraising
campaign. Relocating the parking area will reduce thepotentiainegatJve '
environmental impCic1sonwCiter quality and riparian ve~etation_ .' PRE-SUBMITTAL REC'O
DEe 22 2009
.arfLe',c,1'ctnllP"an.y . 291.1 Tennyso.n A,v8flue, Suite '400,. t<J-ge,rle. Oregon 97408 ..,~
i; t_,fi\~_.:
'w,Vy\.'.'.e:riie.com. PhCl'ne 541-34ii,-5500 Fax 541.~4S5-2550 . maI!.3rlie.co-m
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C. Overview of The Child f.enter Services,
The Child Center is a community-based private non-prQfitagency that has served the
Lane County region since 1971. the Child Center provides a continuumof .
psychiat/'ic and 'special education programs to childr~n with severe emotional. and
mental disorders. Day treatment services include therapeutic and special edU(:ation
programs that provid~ .sho(t~term, intensive, or school-based assistance" tochildren
ages 3. to;12. Day treatment services are provided on a on&-to:-one basis or in small
groups atThe Child Center. The Child Center also provides individual or srrli3ll gr()up
counseling at other locations'including the child's home or schoo!. This cOrTlmunity-
based out,patient prograni focuses on ctiilcirenbetweentheages of3 and 18with
emotiona,l, behavioral and mental disorders. A crisis hotline is also mainta.iried to -
provide a 2~hour response to a mental health emergency thatinetudes a child. This
hotlinecan activa.te a mobile response team, a_variety of respite care options and.a
referral system that Mips the child receive appropriate care.
Over the past few years, children are increasingly served in area schools.
Approximately 24 staff provide services while working at area school sites. Thissi1ift
in where ,services are provided has also resulted in a decrease in the nUl}lber of
school busses transportingchildren to The Child Center.
D. OverView of The Child _Center Campus
The Child Center is located on a generally terraced site on Marcola Road :nearthe
Hayden Bridge Road intersection, The entire development site includes about 8.4
acres. The improved portion ofthe campus is significantly less and ericompasses
about 4,2 acres.
The existing campus includes:
Outpatient/()ffice building ~ 784 square feet (to be demolished)
Older residence/office - 1,200 square feet '
Maintenance bUilding -1,200squareJeet
Administration buiiding - 4,717 square feet
Classroom building -2,479 sqiJare feet
Office/classroom building - 3,611 square feet
Modular office/classroom -1,850 square feet
Wprary _ 1,200 square feet
PRE.SUBMITTAL REC'O
DEe 2 Z 2009
Currently, there is a gravel parking lot at the lower plateau primarily for staff, visitor
parkingspac~ on the upper pla~eau, and overflow parking spaces at the ol,der
residenGe used for office space. '
_ The property is~urroundedl;)y natural vegetation atttle property lines to the east and
, west, the Mckenzie River to the south and Marcola Road to the north, The eXisting
The Child Center
Compliance Statement
December 1. 2009
Page 2 of8
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t;>ulldings,and site infrastructure are to remain except for the older resider]cej1,200
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square foot office l:lUHdirig,' .- :
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II. SITE INFORMATION
Location: The Child Center is located at 3995 Marcola Road, Spri[igfield,
Oregon near the Hayden Bridge Road intersection. (Refer to Vicinity Map
under sepllrateGover.) ;
t
Tax Lots: Lane County records identify the site as Lal1eCou~ty AJeS:>or's
Map 1i.02-:W,.Q0, Tax Lot 700 llnd 17,.Q2~30,.QO, Tax Lots100ari~d200.
(Refer to Composite Assessor's MapiJnder Separate cOver.)' .:1
I:
Jell's! Descriotion: (Refer to Legal Description under separate covrr.)
Acreagg: The Child' Center's entire deveiopment site is about 8.4'acres
. accordingto the County Assessment and Taxation re.cords. The p6rtion of the
site with improvements consists of about4.2 acres. The area affected by the
proposed development is only ab6ut1.9 acres. .,
Address: 3995 Marcola .Road"Springfield, Oregon 97477
Ownership:. The site is owned by Mental Health for Children (The <;hiJd
Center). (Refer totheDeecl and Preliminary Title RepoitiJ"nder separate
cover.)
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Surrouridim1' Land:Usesf Acces5l:
The site isloeated <iHhe edge ofthe Springfield Urban. Growth Bouridaryon
.-. -. -, '-." - ". '.. .'. , '- l~'
the south side of Mar cola Road, Qnthe north side of the site, acrOss Marcola
Road, is property used forindustrial actiVity. Oil the east side of t~e property
is openspace with the McKenzie River <ib()ut50 feet aWaY, The McKeni:ie
River provideS the site with a .riCltural scElnlc border along this porti!mof the
property: In general, the.siteis fairly secluded withnodeve!opment
imrnediately adjacent to the site,. The prirnaryaccess to the site islvia Marcola
Road. (~efer tq Photographs of Site & VicinitY under separate cov~r.) ,
Plan Land Use De..~i~nation:
The subject property was ilnnexed to the City of Springfield in January of
1975. Atthat time the property was designated ih the Metropolitan Area
General Plan as Parks and Open ,Space. AsofApri11, 2000, the Metro Plan
[)iagrarn continlJed to desigllatethe subject property as ParkS ar'idOpen
Spate. Perhaps in an effort to res61vethe potentiaLconflict between the'
Metro Plan designation and local zoning or due to a rnapping'error, the Metro
Plan Diagr';l[ndated April 4,.2004 d<;isiMatedthe subject property:~s HeilVY
Industrial. The tvletro Pian Diagram currently designates the subject property
as Heavy Industrial. ,.
The Child Center
ComplianCe stat13.me,nt ,
December 1, 2009
PRE-SUBMITTAL REC'D
Page 3 of)8.{ 2 2~P09
"',
Zoninlt The site is zoned Public Land & Open Spa~e. Property to the north is
zoned either HeavylndiJstrial or Public Land &OpenSpace. A narroW strip of
land to the west, south of Marcola Road is zoned Heavy Industrial. Property to
the south is outside the Springfield Urban Growth Boundary and governed by
County zoning regulationS. (Refer to Zoning Map lmder separate cover.)
III. BACKGROUND OF THE SITE
~
In March of 2004, The Child Center initiated a zone change application for the
subject property to bring ~he zoning into compliance wlththeMetro Plan designation
and to make the uSes consistent with the-zoning. (Refer to City case no.ZON2004-
00Q05.) On May 18, 2004, the SPril)gfield Plannirig,Commission approvedcthe
requested change iri zoning from HI Heavy Industrialto i:>Ld Public Land and Open
Space.
According to.the Final Drderapproved by the Spririgfield:Planning Commission, the
zone change would bring the property in conformity with the Metro Plan designation
of Parks &Operi Space. In addition; the PLO zoning 'wo~idpermit private, not-for~
profit schools and treatment facilities;theref()re alleviatingthe non-conforming
status'. The FinaiOrder acknowledged that following approval of the zone change,
The Child Center intended to submit_a Site Plan Review application for the expansion
of the existing treatment facility.
IV. SITEPlAN.REVIEW"APPROVALCRITERIA
The O;;-ector shall approve or approve with conditions: a Type II Site Plan
Review application upon determining that approval criteria A. through E.,
below hi2vebeen satisfied. If conditions canriotbe attached to ~atisfY the
approval criteria, the Oirectorshall deny the application. Decisions approving
an application, or approving withcon"dliions shall be based on compliance
with the following criteria in Springfield Development Code Section 5.17-125:
A. The zoning is consistent with the Metroplan diagram, and/or the
applicable Refinement Plan diagram, Plan District map, and
Conceptual Development Pla(J.
The Metro PJandesignates the subject site as Heavy Industrial. This.land use
designation is intended toprovidel.and forqusinesseSth?t will help di"erse
the economy aM that often have,Ul'lique characteristicS .;yith spe.cial siting
requirements. To provide consistency between the former plan.designation of
Parks,al)d Operi $pace and local zoning, the SPringfield Planning Commission
approved a requeStfrqmTheChild Center to change the zoning from HI Heavy
Industrial to PLO Public Land and Open Space. ,Accordingto Seclion3:2~705,
th~PLOtcineis establ.ishedtoptovid~land for governmentand educational
uses. Tt;tese inciudeschools arid treatmerit facilities. '
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- The Child, Center
COrnplianc~ Statement
December 1, 2009
PRE-SUBMITTAL REC'D
DEe 2 2 2009 Page4of8
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There is no applicable City Refinement Plan, Plan,District map, or COnceptual
Development Plan for The Child Center.
I;.
B. Capacity requirements of ptiblic and private facilities. includIng but not
limited to, water and electricity; sanitary se~er andstormw4ter ,.
management faCjlities;andstreel;$and traffic safetycontruls shall flOt
be exCeeded and the public improvements shall be available to serve
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the site at the time of development, unless otherwise provided far by
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this code and other applicable regulations. The PiJblicWdrJ{s Director
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Ora utility provider shall determine capacity issues. "
The subject prapertyis within the SpringfiE!ldUrban .Growth Boundary.and the
City limits. It is currently served by the key urban services as prescribedinthe
. '.' . - ',. .... . .... I;", .
Metro Plan exceptfor storm water- facilities. Since there .are no stormwater
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facilities available to the site, the project will include retaining; treatingiand
disposingof all stormwater on .siteand thruthe use of vegetatedinpltration
basins (rain gardens).
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C. The proposed development shall comply withallappllcable pUblic and
private design and construction standards containedin this'iCodeand
other applicable fl:lgulations. . '. ..'. .
The.Child Center is an()n-profitorganitation.establishedin 1971aQd
operatingatthe prElSent site since 1974 when itpun:;hased and o~upied the
forrner Town and Country Day School.- Following the'initialland acquisition,
The.Child Center purchased an adjoining lotto the southeast to exqaJ'ld the
, facility to sef\1e th_egr6wing volume of studentS needing treatment services.
ASs'essor's Map 17..o2c30-00, Lot 100 remains undeveloped excepJ: for a
0,_ ," ", _ ,'_' " .- _,' " _ ."1'
. single-family dwelling rented to staff ofThe Child Center. The propOsed .
, cha~ges t6the site are limited toa small portion of the developrhent site.
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Proposed new-site improvements complyWitl1 applicablestandard~as further
discussed,below.
Section 4,2-105 PublicStreetS
. .
The proposed development does n()ttrigger the need to create or ex1;enc:i any-
neWp~blicstreets.The Child CenterwillcontinlJeto have direct adcess to
Marcola Road, a minor arterial street. The section of Marcola Roaq adjacent
, to'The Child center meets the standard street right-<Jf-way and paving width
dimen~ions. No additional public right-<Jf-way or street impr6vemehts are
. needed. One existiilg.curb cutjdrivewayorrMarcola Road will be closed as
part ofthewoject The. closed curb cutjdriveway,will berepJaced with a
standard curb, sidewalk and plantillgstiip consistent with the rest 9fthe
.. streetfrbntage abtjtting the property on Marcola Road. PRE-SUBMITIAL REC'D
DEe 2 2 Z009
The Child Center
COinpliance'Statement
December i, 2009
Page 5 0(8
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Section,4.2 '" 120 Site Access and Driveways
Currently there are two driveways on . Marcola Road that serve The Child
Center campus. Both of the existing driveways 1jre locatedaqhe northeast
area of the campus and each allow full turning movements. The centerline of
each drive\'lay,is ~jthi[laboLit 50 feet ?l1dthe edge MUte pavernent ~reas are
within 30 feet. This driveway spaCing is confusing to the motorist and does
not meet the spacing standards for safe tumingmOvements:, Furthermore,
themail1 drivewgy entrance has an unusual c~nfiguration irjimediately after
eJiteringthe sit~.'
One existing drivew<:lY is,on.AsSessorMap 17-:02-20, Lot700 arid _the .second
is on AssesSor Map 17-02-30, T8)( Lot 100: There is currentlyl1o.pUblIc .
acceSs from MarcOla Road to Assessor Map 17.,()2-30, Tax Lot20010cated in
the southern portion of the campus. Th~re is also no public access from
Marcola Road to AssessOr Map 17"{)2-30, Lot 100.
. . . . . . -..... -.' ,-. . , ." . . - .
The proposed development retains two driveways to the site but significantly
enhances the safety .of tile ,access and, on-site circulCltiqn by increasing the
distance betWeen the tyio driv~'i-'ays and aligning one driveway with an
existing one on the opposite side of Marcola Road. Although the existing
driveway to the lower plateau will be retained, it will primarily serVe as an
additionalaccessfor emergency vehicles or occasional needs to do repair and
rriaintenance on the buiidings or grounds, In general, the driveway to:the
lower plateau will be barricaded arid will notbe availa~le to the general public,
According to a publication titled, /TETechniccil Committee TENC-10S-Ol:
SchoOl SitePlam1ing; DesigMmd Transportation; "Road user safety In and
around school areas is ahighlYsensitjvesubject among th~ public, s\;hool
officials; and local officlals:"- The Institute ofTrnnsportiItion Engineers (ITE)
recognized this probierriand established a technical commitlee to address it
One of the key factors the committee recommends is thl'ltaccess, toa school
Campus should occur from more than one driveway, and major driveWays
should be carefuUy located to avoid left:turri conflicts with driveways and
intersections on the opposite side of the, street.
The proposed access to The Child Center will improve the driveway locations
and on-site circulation thus enhancing public safety. They will not cr~ate an
unsafe traffiCC9nditiori and will be less confusing than the current situation to
The Cl1ild Center patrons and staff.
According to SPringfield Code Secti6n4.27120(,l\)(1), all developed lotS shall
have an approved access either directly to a public street; a private street that
conne~s to a pUblic street; or through an irrevocable joint use/access
easement. The Childc:enter Campusincludes threede,veloped lots, Two of
these lots tiave frontage on Marc{)la Hoad and will colitfriue to have direct
access toa public street The third iot does not have direct access to the
PRE-SUBMITTAL REC'O
December 1, 2009, . Page 6 018
.'.' DEe 22 Z009 .'.
The <:;hild Center
Compliance Statement
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street and thUs requires either a private street connection or Cityapproval of
an irrevocable joint use/access easenient. Upon request by the _City; the
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applicant will submit an irrevocable joint use/access easementforl,Tax lot
100. The Code does not liniit a developed lot to one access. As described
above, providing at least two driveways to a school jsverYimporta~t for safe
ingress.and egress. .
According tl)Table 42-2; the width of a ?"way driveway 1)hall be a Ininimum of
24 feet and a maXinium of 35 feet. The Child Center drivewaYSWiil be 35 feet
, ", . . ..,.,..:- ..: '-.; - -'. _..,' -'-. .. __ '. ..-. '., l -",
inwidthat1he property line.to accommodatebusturningmovemer\ts: Each
driveway has a throat depth of 60 feet from the start of the drivew~y ,:lnd at
least $5 feet from,the property line, exceedingthe minimum standard.
As,statedpreviously, the ,two existingdrivewaysserving_The'Child Genter are,
within 50 feet. According to Table 4:2'-4; the minimum separation should be
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200 feeL The centerline of the proposed new driveway locations will be about
"-: .'. '.. ". ".. . '- -.. -- -'I
260 feet exceeding the minimum requirement and-resulting in a significantly
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safer environment.
D. Parking areas and ingress-egress points have been designed to:
facilitate vehicular traffic, bicyCle arid pedestrian Safety to avoid
congestion; provide cOnnectivity within the de~lopment a~a andto
adjacent reSidential areas, transit st:o~, neighborhood actiyity
centelS, and commercial, industrial and public areas; minitnize
driveways on arteriill and cOllector streets as specified in this Cocje or
other applicable regulations afld comply withthe ODor acCess
management Standards for State highways.
;
The ProP9sed driveway loc"!tions and the ()vera.1I site design v:iIl pr9vide safe
mgressandegress for all modes of transportatIOn. Busses will enter,the
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campus from the western driveway and drop off or pick up students without
. any back-up or_ circuitoustuming movllmentS. Students entering dt exiting the
bus stop area hiolVe safe, clearly defined waikways to an attractive butdoor :
open space and nearby buildings. BicyclistS are provided conveniJnt, easy
access to covered biKe rackS ahd a nt~twork-ofpedestrian paths tel nearby
buildings. Pedestrian acceSs will be provided primarilifroh1 the eastern
. , "-.' .' . - F
driveway with a.series of pedestricm paths providing on-site circulatioli.
The Child Center IS not adjacent to a residential area, transit stop, ,
neighborhood activity center, or other uses that would benefit with!'additional
con nectivity. to abutting properties.
As stated above; the proposed'changes to driveway locations on Marcola
Road are in compliance with the Springfield Code standards and a~dress the
unique access requirement? for sch,ools and other uses servingyol,lth.
Locating the proposed new driveway further to the east would result in
increased pavilig and unnecessarily impactTaj( lot 100.
The thiid .Center .
Compliance Statement
December 1,2009
PRE.SUBMITTAl REC'D .
Ii Page 7 of 8
DEe 2 2 2009
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E. PhysiCal featureS, including, but not limited to: steep stopeS with
unstable soil or geologic conditions; areaswith sus~ptibility of
flooding; significant clusters of trees and shrubs; Watercourses shown
on the wQLW Map an(j theirClssociated riparian areas; wetlands; rock
Outctoppings;open spaces; and. areas of historic and/or
atchaeoiogicaJ significance, as .may be specifiedin Section 3.3-fjOO or
ORSQ7.74-1J-,760, 358:90~955aiJd 3~0.23f?-240, sha." be protected
as specified in this Code or inStat~ot Federai law. ' .'
The Child Center campus does not c()ntain any Statewide Goal 5 resources.
The proposed ~ite challgesavoid development on steep slopes or area
!iuSceptible to flooding. To enhance protection of dri'nking water; the parking
area in the lower elevations of the site will be relocated to the upper plateau.
There are no _w~tlands or rbckoutcropping~ on the sit~ that are Impacted by
the proposed development. There are no known significant archaeological
resou rces.
The Child Center propOsed site plan will resuit in the removal ofa cluster of Fir
, ,
and-Oak trees. (Please referlo the Tree Felling Plan submitted.under
separate cover.) The Child Center design team, carefully evalu.atedalternative
locations for th~ proposed.new building. The. proposed design reinforces the
main entrance to the campus thru the.location and orientation of .the new
office building. The new building will Provide the optirnumsafetyfor children
and visitors. For campussl;curity, the, newbuildingwili provide staff excellent
visual surveillance of people arriving or departing from the campus and a way
to ensure only authorized visitors have access to the remainderofthe
campus.
In response to requests from City staffandEWEB to relocate the parking area
from.the lower plateau to theupperelevati6n, the design also preVents the .
ability to fully preserve the existing cluster of Fir and Oaktrees; Again,for
furth-er rationale concerning the number and type of trees being cut, please
refer to the Tree Felling Plan submitted separately.
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. PRE-SUBMITTAL REC'O
DEe 2 2 2009
The Child Center
ComplianeeStatement
December 1. 2009
Page 8 of 8
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10/1212009 15:39 FAX 541 736 1c,
CITY OF SFRINGFIELD FW
,
, BRANCH ENG
I4i 002
I! '
PUBLIC WORKS DEPARTIv\ENT I Engineering Division 'fax: (541) 736-1021
Ii
STORMW1\}':E:Rl\1A}.JA,crEMENT SYS,TEM SCOPE OF,: W9~
, ',:'" '_'' :" '~(Areabelo",llrtslinejiIiedoutb]!Applu:a."t)- , ""':;"_.'
, (please r~m to}{atJ 8/ouder@ CiJy a/Springfield Public Works Engineering; Fax # 73&;1021,~Pho."e # 73&;lOilS.)
,
Project Name: The Child Center
.Assessors Parcel #: ,17-02-20 n.700 17-02-30 n.100
Land Use(s): Educational' VaoanT
Project Siie (Acres): 1.8
Approx. IlI1pervious Area: 1.3
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Project Description (Include a copy of Assessor's map):
associated site improvements to the existing Childcarc faCl1ity, -
Applicant:
Date:
Phone #:
Fax#:
Email:
BTlUlCh'Ellgilleenng. Gleg Mower. PE
10/12/2009 ,I,
54J.746.0637 ,'1
541.746.0389 II
greg(cilbrancbengineeriD'g_com
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COJ)Stl1lction of single story 5,]77 sf outpatient/office building wilh-
. b - .
DrainageProposaJ (Public connection(s), discha;ge locarion(s), etc. Attach additional sheet(s) if necessary:
Storrowater from the proposed building and parking Jot will drain to the vegetated infiltration basin. The veg.tat.d infiltration basin is
sized to contain the 25 year stonn event end a emergency overtlow is provided far any storm above the 25 ~ear event. The disch,!,"ge
location is on-site infillIation '
Proposed S~u.~" ater Best Management Practices: Vegetated infiltration swale, tliIpped catch,' basins
. ,
': '- ,: :, ;':-. (Area below this line filled out bv the 9iIp and kelJlrnedlo Ihe AVlJl1cJJnl) + ' , ',' .
-,. :(At a ;;'inlmun; oll.bo:<es checked by rhe Ciry on theftOnl and back a/this shee/sholl be submiaed 0,:' 'i :
-- '-, -,c', /or';" applicqlian to be comp/e/efor sllbmilla/, u/though alher requirement. may be n..~~-,sor;y.) :";:, '-'-;,:
Dr3.ina!!e Study Tvne lEDSPM Section 4.03.2): (Note, DR may be substituted for ~tionill Method)
~ .
o Small Site Study - (use R.tiooal Method for calculations) , '
o Mid-Level Development Study - (use Unit Hydrograph Melhod for calculations)
J&l. Full Drainage Development Study - (use Unit Hydrograpll Method for calculation;)
Environmental Considerations:
o Wellhead Zone: NA 0 Hillside De~elopment: rJ.^
, 0 Wetland/Riparian; #I't g Floodway/Floodplain: :hJr!~ AI:" 2. l:'~
_ .QSf Soil Type; t/u.\H.u-k, ~t.1kiy 1t,,~/,::14 ~'- O/7cl _ ~ Other Jurisdictions: Nt.-
D alv . - a., (~.
c ownstreamAn SlS: .I.h, '/-k...L / ) _
~ N/A . Nt<<./fJ..$1 'J '--:J IIXMYI '.
o Flow line for startillg water surface elevation:
o Design HGL to use for starting water surface elevation:
o Manhole/Junction to take analysis to:
, - . I '
Return to Matt Stouder (llJ Citv of Snrlogfield. cmail: mstouder(llJci.springfield.or.us. F~: (541) 736--1021
PRE-SUBMIllAlREC'D
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DEC2 2 ?009
11
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ReVised 1/1/08 Molly Markarl~n
9 of 10
10/12/2009 15: 39 FAX 541 736 1021 <;-
CITY OF SPRINGFIELD PW .,. .~CH ENG
I4i 003
COMPLETESTUDYITEMS . I ForQjjjCIMl,l"ODly:15 ID!tZ.!c? I
"8l1!:ed upon the Informer/Iotip,'ovided on thefront of this sheet, tll_followlng represenls a minimllm ofwht1t is neededfor em
application 10 be cample/efor Sl/bmilrol with respect to drainage: how""e", this h,lshould not be used In Ii"" of the Springfield
Development Code (SDC) or Ihe Ciry'-"s Engineering Design McmuoI, Compliance with these requirements does not constitute site
approval; Addin'onai site specific. information m"J' be required. NOIe: Upon scoping sheet submit/ai, ensure compleledfarm has
been signed in the space provided belaw:
Interim Design StandllrdslWlller Qwilily (EDSPM Chapter 3)
~'d N/A . .. ,.
~ D All non-bui.\ding rooftop (NBR) :"'r-' . :ous surfaces shall be pre-tr~ted (e.g. multi-chambered catchbasin w/oi.\
filtnltion media) for stormwater quality. ,Additionally, a mlnlmum'ofSU% ofthe.NBR impervious sUrfacc sball be
treated by vegetated methods. '
J2f D Where required, vegetative stormwater design shall be consisteDr with interim design standards (EDSl'M Section 3,02),
set for1h by the Bureau ofEnvironmeatal Serviccs (BES) or Clean Water Services (CWS),
o 0' For new NBR impervious,",ea Jess than 15,000 sguare feet, a simplified design approach may be followed as specified
by thc BES for vegetative treatmenL
121 0, Ifa stormwater D'eatmetit swale is proposed, submit calculations/specifications for sizing; yelocity, flow, side slopes,
bottom slopc, and seed mix consistent with either BES or CWS requirements. '
0' D Wat<-r Quality calculations as required in Section 3,03.1 of the EDSPM
o 0' AIl building rooftop mOUDted equipment, or other fluid containing equipment located outside oftbe building, shall
be provided with second~ containOJe1)t or weather resis!ant enclosUfC.
General Study lUquirements (EDSPl\f Section -4.03) ,
l2f 0 Drunage sllldy prepared by a l'rofessioDal Civil En~eer licensed in the state of Oregon.
I2f' 0 A complete drainage study, as required io EDSPM Section 4.03.1, including a hydrological srody map.
I2f D Calculations showing syStem capa<:jty for a 2-ycar storm ""eal and overflow effects ofa 25-ye.,. storm event.
~ 0 The time ofconcel)nation (Tc) sball be det.rmined using a 10 minute starr time for developed baiins.
Revi.,," of DOWDstreaDl SysteDl (El)Sl'M Section 4.03.4.Q
o [2( A downstream drainage analysiS as described in EDSPM Section 40i4.C. Oa-site drainage sball bc govcrncd by the
aregon Plumbil),g Specialty Codc (OPSC),
D .0" Elevations of the HGL and flow lines for both city and private systems where applicable.
Design of Storm Systems (EDSPM SectiOD 4.04) .
0" 0 Flow lines, sJopes, rim elevations, pipe type and sizes clearly indicated on,the plan seL
o 0 Minimum pipe cover shall be I & inches for reinforced pipe and 36 inches for plain COllcrete and plastic pipe marenals,
or proper engineering calculatio.ns shall be provided when Ie:ss. The cover shall be sufficient to. support a.n 80,000 Ib
load without failure of the pipe strUc;ure. .
o IZl Manning's "n" va]ucs for. pipes shall be consislent with Table 4-1 of the EDSP. AU storm pipes ~baD'be designed to
achieve. lninimum velocity of three (3) feet per second at 05 pipe full bascd On Table 4-1 as well.
Other/Misc
[2! 0 Existing and proposed contours, located at one foot intervaL Include spot elevations and site grades showing how site
drains
o 0 Private stonnw.ter easements shall be clearly depicted on plans when private stollllwatcr flows from one property to
<!lIOOler -.
o lZf DrywcUs shall not receive runoff from any surface w/~ being D'eated by one or more BMPs;with ll,e exception of
. residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by theDEQ. Refer
to the website: 'www.deo.s!are.or.lls/wc/li!1"oundwaluichome.hcm.for more information. .
o 12( Detention ponds shall be designed to limit runoff to pre-deveJopm;"'t rates lbr thc 2 through 25"year stonn events
"17,1s fonn sflau be included as IDI at!achmen4' inside thefran/ caver, of/he stormwaleJ' 'lUdy
-
· lMl'ORIANT: ENGINEER PLEASE READ JJELOW ANlJ SIGNI
As !he engincer of record, I hereby certify the above rew;ired items are complete and included with the submincd stonnwatcr study and
plan ~eL r/ . PI<E-SUBM/ITAL REe" . '
SIgnature: "~ //, ~j' . !:bate: //- Z6 - 0 'I
r
ut.L :& 2 Z009
Revised 1/1}08 Motly MarkarIan
10 of 10
,. -
\, _;I
o
STORMWATER MANAGElVIENT
Ii .
.PLAN AND DRAINAGE STIUDY
Ii
"...,-,..".,..~
FOR .
The Child Center
Marcola Road
Springfield, OR
Ji
I'
December 1, 2009
Preoared For:.
TBG Architects
132 E. Broadway, Suite 200
Eugene, OR 97401
Branch Engineering, Inc.
. 310 5th Street
Springfield, OR 97477
PhOl:'e (541) 746-0637
Fax (541)746-0389 .
"@BranCh' Engineering, Inc.
~
Branch Project # 09-051
. PREiSUBMITTAl REe'D .
iDEe 2 2 2009
Storm Drainage.Evaluation
The Child Center
Introduction
This evaluation was prepared to summarize the drainage system proposed for the Child Center
development. This storm drainage evaluation will determine the type and size of water quality
treatment devices that are acceptable to the City of Springfield. The Child Center is 19cated on the
south side of-Marcola Road and west of the McKenZie River at the intersection of Marcola Road and
Hayden Bridge Road in Springfield, Oregon. The proposed project site is comprised of two tax lots,
TMI70220 TL 700 and TM170230 TL 100.
Existing Conditions
The existing site is bounded by Marcola Road to the north and west and the McKenzie River to the
south and east. The site consists of a existing buildings, driveway and landscaping. The impervious
surfaces consist of roofs and concrete sidewalks and asphalt driveway. The pervious surfaces consist
oflandscaping. Runoff from the existing site sheet flows to the west towards Marcola Road and also
to the east to the McKenzie River. There is apparently no public storm system serving this property.
According to the Soils Survev of Lane County. Oregon. by the Natural Resource Conservation Service,
the soil at the site is Fluvents (Soil Number; 48, Hydrologic Group; C), Malahon silty clay loam (Soil
Number: 75, Hydrologic Group; C) and Nekia silty clay loam (Soil Number; 89C, Hydrologic Group:
B). Refer to Appendix A for existing conditions plan. Refer to Appendix B for soils map information.
Proposed Site Conditions
The proposed project includes the addition ofa single story 5,177 sf outpatient/office'building with
associated parking, sidewalks and landscaping. The parking and drive aisles will consist of asphalt
pavement and the sidewalks will be concrete.
Water Quality Treatment and Storm Water Conveyance System
Eugene Water and Electric Board (EWEB) has expressed concern for the quality of-the stormwater
runoff-from the proposed site. The EWEB water intake station is just to the east of-the property on the
McKenzie River. Reasonable efforts to protect any water entering the McKenzie River from the site
will be put forth to accomplish this goal. Infiltration testing was conducted and the site was
determined to have adequate infiltration rates to serve the proposed improvements. See Appendix B
for the infiltration testing report. A vegetated infiltration swale will be used for disposal of the 25 year
storm event. The vegetated infiltration swale will be landscaped with appropriate vegetation and
topsoil to allow treatment and infiltration of stormwater. There are two vegetated infiltration basins,
one on either side of the proposed east driveway approach_ The two vegetated infiltration basins have
varying infiltration rates. See Appendix C for the proposed Drainage Basin Map for location of
infiltration test pits, The east swale had lower infiltration rates than did the west swale. The location
of the swales determined the infiltration rates that are being used. See Appendix D for the Infiltration
Swale Routing Data_ The two vegetated infiltration swales are hydraulically connected by a 12" storm
pipe and are acting' as a single swale.
The parking lot will sheet flow runoff to the vegetated infiltration swale. However, there are some
portions of the parking area that will require being directed to double chambered catch basins with
filter inserts and piped to the vegetated infiltration swale. The double chambered catch basins with
filter inserts will help improve the water quality of the storm water before it enters the vegetated
infiltration swale. The building will drain to the infiltration swale via storm pipe. An emergency .
overflow outlet is provided for storm events larger than the 25 year storm. The existing buildings drain
to an existing storm drainage system that exits, to the east. The proposed building, c~S(jBMlrrAl REC 'D'
DEe 2 2 2009
,-
/
.'
Storm Drainage Evaluation
Ie The Child Center
landscaping and the parking lot will have the stormwater runoff directed to the infiltration swale. See
Appendix C for the proposed Drainage Basin Map. "
The vegetated infiltration swales have 3:1 side slopes. The swale bottom is proposed at elevation
477.00 and a top elevation of 480,00. The runoff flowing to the vegetated infLitravon swales during
the 25 yearstorm event is 1.70 cfs using the Santa Barbara Urban Hydrograph me)bod. A factor of
safety of2 for the tested infiltration rate is being used in the design of the infiltratiOn facility. The 25
year storm is routed through the vegetated jnfiltration swale and the depth of the stormwater in the
vegetated infiltration basin is 2.28 feet and reaches an elevation of 479.28. See Appendix D for
storm water runoff, routillg and infiltration swale stage-storage-outflowcalculatioris. See Appendix E
for Infiltration swale section and double chamber catch basin with filter insert.
"'. ~I~"';'
PRE-SUBMITTAL REC'O
DEe i' 2 2009
I'
I
,
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Appendix A
SoilMaps and Soil Data
Storm Drainage Evaluation
The Child Center
PRE.SUBMITTAL REC'D
DEe 2 2 2009
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(Child Center, Springfield, OR)
MAP LEGEND
Area of Interest (ADI)
Area of Interest (ADIl
Solis
Soil Map Units
Special Point Features
\:J Blowout
181 Borrow Pit
)\<( Clay Spot
. Closed DepressIon
X Gravel Pit
.. Gra\lelly Spof,
@ Landfill
A Lava Flow
... Marsh or swamp
" Mine or Quarry
@ Mlscellanl'wusWaler
@ - Perennial Water
v Rock Outcrop
+ SaUne Spot
,. Sandy Spot
- Severely Eroded Spot
0 Sinkhole
11 Slide or Slip
y1 Sodle Spot
'- SpoiIA~~a.
I) StonySpcl
r---::rl Natural Resources
--:r~j~cons9rvatlon'servlce
m very Stony Spot
t' WetSpol
.&. Other
Special Line Feat\Jres
~. Gully
.' . $hort Sleep Slop!:!
"...". Other
Political Features
Q CitieS
Water Features
fa Oceans
Streams and Canals
Transportation
+t+ Rails
N Inlerstate HIghways
US,Roules
Major Roads
/v' local Roads
Web Soil Survey
Natlonal-Cooperatlve'Soll-Survay
MAP INFORMATION
Map Scale: 1:1,540 if printed. on A size (8.5" x 11").sheet.
The sol/surveys that comprfse your AOI were mapped at 1 :20,000.
Please rely on the bar scale on each l}lap ~heet for accurate map
measurements.
Source of Map: - Natural Resources Conservation Service
Web Soil Survey URL: htlp:llwebsollsurvey.nrcs.usda.gov
Coordinate Syslem: UTM Zone 10N NA083
This product Is generated from the USOA-NRCS certified data as of
the version date(s) listed below.
Soli Survey Area: Lane County Area. Oregon
Survey Area bata: Version 7, Aug 12, 2009
Date(s) aerial Images were photograph~d: 8/4/2005
The orthophota or other base map on which the soli lines were
compiled and' digitized probably differs.from the ba~ground
Imagery displayed on these maps. As a result, some minor shlfling
of map unit-boundaries may be evident.
1011212009
page-2'of c.
Soil Map--lane County Area, Oregon.
Map Unit Legend
I
I
!48
175
Isse
ITotals for Area of Interest
Map,Unit Symb.ol.
L~
Natural Resources
Conservatiol) Service"
. . : Lane'County Area, Oregon (OR637)
ft..'ap Unit Name
Acres In AOI
. Ruvents, nearly le.vel
Malabon silty clay'/oar;n
Nelda silty clay loam, 2 to 12 percent slopes I.
~..,,~, ,,,,"
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National CooperativeSoil Survey
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64_2%1
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PRE-SUBMITTAL REC'D
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DEe 2 22009
10/121200S
Page 3 of3
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(Child Center. Sprtngfield, OR)
MAP LEGEND
Area of Interest (AOI)
Cj Area of Interest (ADI)
Salls
Soll'Map Units
Soil Ratings
QA
D ND
618
d 81D
DC
~ CID
DD
Not rated or nol avanable
Political Features
o Gilles
Water Features
II] Oce~.ns_
Streams and Canals
Transportation
+t+ Rails
_.
Inle_rslate Highways
US Routes
Major Roads
Local Roads
~........~
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[21
Natural Resources
Conservatfon Service
Web Soli Survey
Natfonal Cooperallve.SoU"SuNey
MAP INFORMATION
Map Scale: 1:1,540 If printed on A size (8.5" l( 11") sheet.
The soil surveys that comprise your AOI were mapped at 1 :20,000.
Please rely on- the'bar scale on each map sheet for accurate map
measurements:
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: htlp:tlwebsollsurvey.nrcs,usda.gov
CoordlnaleSystem: UTM Zone 10N NADB3
This product is generated from the USDA-NRCS certified data as of
the versi~n dale(s) lisled below. .
Soli Survey Area: LaneCounlyArea, Oregon
Survey Area Data: Version 7, Aug 12, 2009
Dale(s) aerial Images were photographed: ~/4/2005
The orthophoto or other base map on whIch the soli lines were
compiled and "digitized probably differs from lhe background
imagery disptayedon these maps, As a result, some minor shifting
of map unit boundaries may be evident. . .
10/12/2009
Page 2 of4
Hydrologic Soil Group-Lane County Area. Oregon
Chitd Center, SplingTield. OR
. Hydrologic Soil Group
I Hydrologic Soil Group- Summary by Map Unit - Lane County Area, Oregon
I Map unit symbol Map unit name Rating'l Acres in AOI I
148 IFluvents, neartylevel C i O.7[
'175 I Malabon saty clay loam C I 5.0 i
l'agG I Nekiasilty day loam, 2to12 B 2.11
percent slopes I
I
I Totals for Area of Interest 7.01
Percent of ADI
8.6%
64.2%
27.1%J
100;O%J
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D),and
three,dual classes (ND, BID, and CID). The groups are defined as follows:
GroupA Soils having a high infiltration rate (low runoff potential) when thoroughly
wet These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiitration rate when thoroughly wet These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when'
thoroughly wet These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a clay pan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (ND, BID, or C/D), the first letter is
for drained areas and the second is for undrained areas, Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method:' Dominant Condition
f-,sj
LLi
Natural Resources"
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
PRE.SUBMITTAL REC'O
UI:L 2 2 2U09
10/12/2009
Page 3 of4
Table C-2
RUNOFF CURVE NUMBERS
Runoff curve numh~rs for urhgn 8re8s*
Cover description
Cover type and hydrologic condition
Open space (lawns, parks, golf courses, cemeteries, etc.):
Poor condition (grass cover <50%)
Fair condition (grass cover 50%to 75%)
Good condition (grass cover> 75%)
Impervious areas:
Paved parking lots, roofs, driveways, etc. (excluding right-
of-way)
Streets and roads:
Paveq.; curbs and st~nn sewers (excluding right-of-way)
Paved; open ditches (including right-of-way)
G.ravel (including right~of";way)
Dirt (including righf-of-way)
Urban districts: .
Commercial and business
Industrial
Residential districts by average lot size:
1/8 acre or less (town houses)
1/4 acre
1/3 acre
1/2 acre
1 acre
2 acres
Runoff curVe nnmhe~ for other Rl!.I'ricultural hmds*
Cover descrintion
Cover tyoe
PastUre, grassland, or range-continuous forage for grazing
<50% ground cover or heavily grazed with no mulch
50 to 75% ground cover and not heavily grazed
>75% ground cover and lightly or only 'occasionally grazed
M~adow-continuous grass, protected from grazing and generally
qlowed for hay
Brush-weed-grass mixture with brush as the major element
- <50% ground cover
50 to 75% ground cover
>75% ground cover
Woods-grass combination (orchard or tree fann)
Stormwater Management Manual
Eugene July 2006
Curve num'bers for'bvdroloeic soilgrOUll
Average percent
impervious area
A
c
B
D
68 79 86 89
49 69 CD 84
39 61 80
98 98 @ 98
98 98 98 98
83 89 92 93
76 85 89 91
72 82 87 89
85 89 92 94 95
72 81 88 91 93
65 77 85 90 92
38 61 75 83 87
30 57 72 81 86
25 54 70 80 85
20 51 68 79 84
12 46 65 77 82
CurVe numbers for hvdroloeic soil e;rouu
Hydrologic
condition A B C D
Poor 68 79 86 89
Fair 49 69 79 84
Good 39 61 74 80
30 58 71 78
Poor 48 67 77 83
Fair 35 56 70 77
Good 30 48 65 73
Poor 57 73 82 86
Fair 43 65 76 82
Good 32 58 72 79
PRE-SUBMITTALREC'D
DEe 22 2009
Page C-4
Appendix B
Infiltration Testing Report
Storm Drainage Evaluation
The, Child Center
PRE-SUBMITTAL REC'D
DEe 2 2 2009
"
(.r-_
l~;p!lInformation
~..,. .1bBuildOn
Engineering' Consulting. Testing
August 12, 2009
Mr. Bill Wellard
Ex:ecutive Director
The Child Center
3995 Marcola Road
Springfi,eld, OR 97477
Re: Infiltration Test Results
The Child Center
3995 Marcola Road
Springfield, Oregon 97477
PSI Report No.: 722-95015-2
Dear Mr. Wellard:
PSI has completed the ,infiltration test along Marcela Road located fn Springfield, Oregon.
Preliminary project information was provided by TBG Architects, Further infonnation was
provided Damien Gilbert, P.E., Civil Engineer with Branch Engineering,
Purpose and Scope of Work
The purpose of our work is to provide infiltration rates for the solis at the project location. The
following describes our specific scope of services:
. Install one (1) infiltration pipeiil the field west of ih;/existing Child Cent~r along Marcola
Road; depth approximately ten (10) feet below existing ground surface.
. Documentation of soil, rock, and groundwater conditions encountered in eflch te~t location,
Measurement of the infiltration ,rate after soaking period;
CalculatiOn of the infiltration rate; and
\
Provide a written letter report summarizing our observations, testing and conclusions.
PRE-SUBMIlTAL REC'O
DEe 2 2 2009
J:
Professional Service IndustrIes, Inc. . 104Q-AShelley Street,. Springfield, OR 974n . Phone 541/746-9648 . Fax 5411746-7163
Professional Service Industries, Inc.
information To Build On'
1l1fillration Test- Marcola Road
PSI Report No.: 722.95015-2
August 11, 2009
Page 2
TABLE 1
INFIL TRA TION RESULTS
1
Test
Approximate Test Elevation Measured
(below Visual Soil Classification . Percolation
Location ground Rate
surfacel
220' SE of existing 5 feet 0-1' Light brown clayey silt ,6 Inches I hour I )
driveway 1'-5' Dark brown silty clav
130' SE of existing 04' Dark brown silty clay 4 li2inches I C
5 feet 4'.5' Light brown silty clay with
driveway pebbles hour L,
80' SE of existing
drivewav 5 feet 0'-5' Dark brown silty clay 1 inch I hour J
0'-2' Dark brown silty clay
2'4' Light brown clayey silt
150' East of Marcola 10 feet 4'.9' Dark brown sandy silt with 20 inches I x::
Road claystone hour
9'-10' gray sandstone
10'-14' bar run
Test
No,
2
3
4
LIMITATIONS
We have prepC!red this report for use by Mr: Bill Wellard for specific application to this site and
project. The data and conclusions contained in this report are based on site and subsurface
conditions at the time of our work. These conclusions" and interpretations should 1J0t be
considered as warranty of the subsurface conditions,' Experience has shown that ,subsurface
soil and groundwater conditions can vary significantly over small distances. Incon'sistent
conditions can occur between explorations and not be detected by a geotechnical study. If,
during future site operations, subsurface conditions are encountered Which v~ry appreciably
from those described herein, PSI should be notified for review of the findings ofthi,s report, and
revision of such if necessary.
Sincerely,
Professional Service Industries, Inc.
Reviewed by: Raymond V. Aliperti, Project Manager
.B~ '1r1. ~
PRE-SUBMITTAL REC'D
DEe 2 2 2009
Devon M. Nickels
, Geotechnical Services
/~ '-,
Appendix C
Proposed Drainage Basin Map
'- '
Storm Drainage Evaluation
The Child Center
PRE-SUBMITIAl RECIO
DEe 2 2 l009
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, ~t~~~:i:~~=_
l1mr.DtttmN sr.il.l' .!lBCDOlf ,1.-,1.'
I~
PRE,SUBMITTAL REC'D
DEe 2 2 2009
,
Storm Drainage Evaluation
The Child Center
Appendix D
Stormwater Runoff & Infiltration Swale Sizing Calculations
I: .
,
PRE-SUBMITIAl REC'D
DEC2 2 2009
Storm Drainage Evaluation
The Child Center
S.C.S. TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR) , ,DURATION(HOUR), PRECIP(INCHES)
25,24,4,8
- ,
----------------------------------------------------------------------
******************** S.C.S. TYPE-IA DISTRIBUTION ********************
********* 25-YEAR 24-HOUR STORM **** 4.80" TOTAL PRECIP. *********
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO, 1
0.46,74,1_3,98,10
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN,
1.8 .5 74.0 1.3 98.0 10_0
PEAK-Q(CFS) T-PEAJ<(HRS) VOL (CU-FT)
1.70 7.83 25205
RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE,
ROUTING DATA:
STAGE (FT)
477.00
477.25
477_50
477.75
478.00
478.25
478_50
478_75
47 9.00
479 _ 25
479.50
DISCllARGE{CFS)
_00
.15
.18
.21
.24
.27
.30
_32
.34
.36
.38
STORAGE (CU-FT)
,0
429.0
890.0
14 30.0
2051_0
2752.0
3537.0
4376_0
5263.0
6197.0
7180 .0
PERM-AREA (SQ-FT)
.0
.0
.0
.0
.0
.0
.0
_0
,0
.0
.0
AVERAGE PERM-RATE:
,0 MINUTES/INCH
ENTER Ed:] [path]filename[.ext] OF COMPUTED HYDROGRAPH:
09051.dev
INFLOW/OUTFLOW ANALYSIS:
PEAK-INFLOW (CrS) PEAK-OUTFLOW (CFS)
1. 70 .36
OUTFLOW-VOL (CU-FT)
25164
INITIAL-STAGE (FT) TIME-OF-PEAK(HRS)
.00 10.83
PEAK-STAGE-ELEV{FT)
479.28
PEAK STORAGE: 6310 CU-FT
PRE-SUBMITTAL REC'D
DEe 2 2 2009
, ;
~
"
Storm Drainage Evaluation
The Child Center
AppendiX E
Vegetated Infiltration Swale and,
Double Chambered Catch Basins with Fossil Filter- Insert
, I
" ,
PRE.SUBMITTAL REC'O
DEe 2 2 2009
INFILTRATION SWALE ROUTING DATA
The Child Center (09-051)
Routing Data
Swale 1 Tested Infiltration Rate:
Factor 01 Salety:
Swale 1 Design Infiltration Rate:
6_00 in/hour
2_00
3.00 in/hour
Swale 2 Tested Infiltration Rate:
Factor of Safety:
Swale 2 Design Infiltration Rate:
1.00 in/hour
2.00
. 0_50 in/hour
Swale 1 Design Infiltration Rate:
6.94444E-05 flIsec
Swale 2 Design Infiltration Rate:
1_15741E-05 flIsec
B C D E F G H I -J K
Swale 1 Swale 1 Swale 1 Swale 2 I Swale 2 Swale 2 Total
Surface Storage Infiltration Surface Storage Infiltration Storage Overflow Actual
Stage Elevation Area Volume Rate Area Volume Rate Volume Discharge Discharge
(ft) (sq_ft) (cu.ft,) (cis) (sq.ft) (cu.ft.) (cfs) (cu.ft.) (cIs) (cIs)
1 477.00 1340 0 0_00 435 0 0.00 0 0_000 0_00
2 477.25 1641 373 0.11 548 56 0_04 429 0,000 0_15
3 477.50 1945 821 0_14 665 69 0.05 890 0_000 0.18
4 477.75 2253 1346 0_16 786 84 0_05 1430 _0_000 0_21
5 478_00 2565 1948 0_18 909 103 0_06 2051 0_000 0_24
6 478.25 2880 2629 0_20 1037 124 0_07 2752 0_000 0.27
7 478_50 3198 3388 0.22 1175 148 0_08 3537 0_000 0_30
8 478_75 3388 4212 0_24 1257 164 0.09 4376 0_000 0_32
9 479.00 3573 5082 0.25 1342 181 0.09 5263 0,000 0.34
10 479.25 3760 5998 0.26 - 1429 199 0.10 6197 0_000 0.36
11 479_50 3949 6962 0_27 1517 218 0.11 7180 0_000 0.38
;:;0
rn
.
0 en
rtl c:::
n co
t>:l s:
t>:l ~
'"
= r--
= ;;0
<.0 rn
0
d
..
/
'[BMP_not ;-UIC I
Simplified Approach Design Criteria
Vegetated InfIltration Basin
,
;
-.4)
. ~-.
~;{r
~~
~.;~b
110 Q;,.
<9,b.,d e. ~ "It
<1)[l0j -
" 6J '"
Swale inlet via pipe
or sheet flow
.' 18" Growing medium
High Flow By-
Pass Pipe, top of
pipe set 6" below
top of basin.
II
12" to 18" depth
,----,l.
~. '1
!
I
,
6 ft. minimum
Flows to approved
disposal point
Section Nof.to Scale
Permeable filter fabric
- I
l!MP Source: City afPortland, Storm Water Management Manual, Revision #2, September 1,2002.
BMP is subject to change for the 2004 manual revisions. UIC determination is made by DEQ
PRE.SUBMITTAL REC'D
DEe 2 2 Z009
Oregon Department of Environmental-Quality
page 12 of 15
03-WQ-007
0112005
:
.' Nova FM
N548 SERIES (7100)
SPECIFICATIONS
LENS/HOUSING: One-piece wraparound lens!
housing with ten alignment security tabs for
baseplate engagement (U.v. stabilized, high
impact, virgin injection molded polycarbonate).
Clear Prismatic refractor. Nominal thickness .125',
BASEPLATE: 16-gauge CRS. Baseplate provided
with eight-point moun~ing holes and one wireway
hole - see Cross Section/Details. TGIC polyester
powder coat - 5-5tage pre-treatment. Salt spray
test: 1,000 hours; Reflectance: 92%.
DIMENSIONAL DATA
Cross Section I Details Baseplate
J---(g~~~
~I
p--.l
Le.os;;...;st-outand
w~ Ifl"EMTKO
1..-- 1197'
1- (JSSrm1)
~.h" I
(121mm) 2"Oi..
I J'
(8)fll'O'''-Mo\JtltiniHole.
Corner Mounting Adapter (eM)
ORDERING INFORMATION
Series lens Type
N548 I c
Lens Type
C Clear Prismatic
LampQty
I
LampOty
1 Orlelamp
2 Two Lamps
Lamp Type
28 F28T5 lOne lamp only)'
32 F32TB
40B F40Tf ITwo lamps only]
"
CEILlNG/WALL MOUNT/SURFACE
Lamps: T5, TS, Biaxial
Dimensions
Nominal 5' x 4S'
Width
5'
Length
49.S'
Depth
4,5'
I PROJECT INFORMATION
IJObName
I Fixture Type
I Catal~g Number
I Approved by
HARDWARE: Six stainless steel POSIGRlpTM
fasteners secure lens/housing to baseplate.
INSTALLATION: Eight-point mounting required
for Peace of Mind lifetime Guarantee™. "Twist-
out" sections, with gaskets, permit 1/2' conduit
access on each end .without special adapter.
LISTINGS/CERTIFICATIONS: UL and CUL listed
for Wet Location - covered ceilings only. UL and
CUL listed for Damp\ocations - wall mount.
U.S. Patent Nos. 24l?330; 4025780.
Convenience Outlet (CO) & Internal Reflector (IR)
Voltage
I
Options
I
Accessories
(2)I~S~f.o.Ji.~).., (I~) i 24.72"
J~)~l Hfo 0 (4)(::lWeldNllts .:
.!L [Illm:n) I
I ' 41.~.
-- 2 (6) 38" Hole!; I 21 72' (1053mm)
(Slmm) (SS2rrrn)
c@us
ELECTRICAL: Class P ballasts. Fluorescent
electronic 120/277/347 and dual voltage ballasts
high power factor. One-lamp 90 minute nickel-
.cadmium battery pack lEll includes inverter
charger, test switch and charging indicator lamp
- indoor use only.
SOCKETS: Shock-resistant sockets with internal
locking collar to ensure positive lamp retention.
GASKET: Die-cut closed cell neoprene gasket
seals lens/housing to mounting surface. .
135"
,'}4~rlIn)
~9.38"
(125-4m11)
I
~
Options
CO Convenience Outlet" Non GFIReceptacle
(Wall Mountl 120 Volts only
El One-Lamp Indoor Battery,Pack(3zgf)
E12 1100 lumen One-lamp
Indoor Battery Packl3ZSlFj
FS Single Fuse & Holder
IR Internal Reflector {Wall Mourit)
PS PushSwitr:h{Wall Mounq
TN 5 Watt Twin Tube .NPF Night Light
Accessories
CM Corner Mount Adapler-
qamplocationsonly
CMW Corner Mount Adapter-
Wet Location Covered Ceiling only
SA Surface Adapter-
Wet Location Covered Ceiling only
9500 POSIGRIPJMScrewdriver
PRE.SUBMITTAl REC'D
DEe 2 2 2009
~~~~'\-WM~~
t;</t;i;:>i.~~~:C;",~;w,
N548081 009
1020 lakeside Drive Gurnee, Illinois 60031 847-360-8200 FAX 847-360-1781 www_kenall.com
/~~.L
13.97" I
(3SSrlInJ-----1
"=to'"
o (5rrtnJ
o 000 0
o 0 0 0
16.75" I 6.75" I
r-(I71m.0l;"-T"(17Imm)1
49.44"
(125&rm)
J'
e_1
~.
21.72"
0>>-'
Lamp Type
I
Ballast Type
I
BallastD.ty
I
Ballast Type
IS Instilnt Start Electronic <10% THOnB)
RS Rapid Start Electronic
<10% THO (CFL, TB,T5)
CW ColdWeath~r
SB Specified Ballast.
BallastQty
1 One
T Tandem Wiring
Vo~age .
120 120V61ts
277 277 Volts
347 347 Volts
DV 120/277VoIts (<10% THOI,
electronic ballasts only'
-'
,-
fA LITHDNIA LIGHTING"
- -
FEATURES & SPECIFICATIONS
INTENDED USE
Ideal for a wide variety of low- to medium-height ceiling a pplications including cammer-
cial,retailandhospjtalityspaceswhereawetl~cationlensedfixtureisrequired.l.deaJ
forshowerandoutdoorapplications.
DPTlCAlSYSTEM
Aluminumfull reflectors are opti cally designed to maximize lumen output and to provide
superiorglare control.The blackorwhite baffled reflectors have a specular upperfinish
with white painted flange standard.
Glasslenses are available in clearflatgJass, tempered prismatic orfresnel glass lens
to prDvide qptimaJ visual comfort and improved aesthetics.
MECHANICAlSYSTEM
Utilizes an extruded soc ket housing that atta ches to th"e reflectorvi a key hole mo unt,
whichprovidessuperiorheatdissipationandeXtendedlamplife.Sockethousingalso
adjuststoaccommodatevaryinglamplengths.
Heavy-gauge, die-formed galvanized steel mou-nting frame. Attached to frame are
vertically adjustable mounting bra cketsforuse with C channels, 1J.!" steel conduit or 16-
gauge flatbar hangers included, standard. Frames are equipped with galvanized junc-
tion box UL Listed forthrough-wire a ppli cations. Junction boxes equipped with(2)W
and (4)Y.!" conduitkrlOckoutswith pryoutslots and removable access doors.
ReflectorclipspackedwithrefJectorforinstallationonrough-in.
Maximurn1-1/2"ceilingthickness.
ElECTRICAL SYSTEM
Electronic ballastwith end of lamp life protection standard. Class P thermally protected
ballast protects againstimpropercontactwith insulation. Minimum starting temperature
isooF/-180C,
Ratedfor#12AWG conductorthru-branch wiring. Minimum 90" supplywire. Ground.
wire provided.
I ;:>m"Snl'kI>tR.:l~e~
DlT 4-pin lamps- 13WIG24Q-ll; 18W IG24Q-21;26WIG24Q-31
TRT 4_pin lamps- 13W IGX24Q,l); 18W (GX24Q-2);26W &32W IGX24Q-3);
42W(GX24Q-41
LISTING
Fixtures are UL Listed forthru-branchwiring, Non-IC recessed mounting, wetlocation,
andto U.S. and Canadian Safety Standards.
ORDERING INFORMATION
Catalog Number.
Notes
IType.
Compact Fluorescent Downlighting
6" lP6FN
.:::2 0 WET LENS
Vertical'1-Lamp, DDuble Twin-Tube (DTT)
or Triple-Tube (TRT)
()\' I
10-3/4
~ p7.31
L_,_7-1/2~
1{19_1I--1
Specifications
Max, height: 10-3/4 127,31
Ceiling opening: 7 (17.8)
Overlap trim: 7-1/2 {19.1)
length; 13133,01
Width: 11127_91
ill~'.
f-7-1/2''--j
All dimensions are inches lcentimetersl.
For shortest lead times, configure product using ~tandard options (shown in bold).
Example: LP6FN 26-42TRT 6LRFl MVDL T
LP6FN
I I
Series IWattage/lampl Reflectort.lens3 Voltage I I
LP6FN 13DTTl 6lRFl White splay, clear lens MVOlT' AOEZ
180TT 6lRFBl Black baffle, clear lens 120
260TT 6LR4 White splay,fresnel 277 OMHl
13TRT' lens 3475
laTAT 6lRB4 Black baffle, fresnel El
26-42TRT' lens
6lRF73 White splay, tempered ' ElR
26TRT prismatic lens ElRHl
32TRT 6lRFB73 Black baffle, tempered
42TRT prismatic lens
PRE.SUBMITTAl REC'D
DEe 2 2 2009
NOTES:
1 Not available with ADEZ or DMHL
2 Not available with DMHLorWLP.
3 White painted flange stanclard;
4 Electronic multi-volt ballast capable of operating
any line voltage from 120-277V, 50 or 60Hz.
5 Not available with ElorElR.
6 Add 3~ (7.6) to width and 4;1{2" (11.4) to length.
7 Not recommended for field installation.
. ~.._---'~:"
Downlighting and Track
Options.
Advance Mark 10™ electronic dimming ballast, 120V
or 277V. Minimum dimming level 5%
Lutron Comp'~ct .SETM electronic dimming ballast,
120Vor 277V. Minimum dimming level 5%
Emergency 'batterv..pack with integral test '
switch. Lens removal required before El testing6
Emergency ~attery pack with remote test switch6
High lumen ,output emergency battery pack.
Remote test,'switch provided. Maximurn average
lumen output 1300 (42 watt).7.
GMF Single slow~blow fuse, must specify voltage
BD P Ballast disc'onnect plug (meets codes that require
in-fixture disconnect)
RIFl Radio interference. filter
.lBH Less barhangers
WLP 35K lamp (Shipped separately)
Accessories
Order .as separate catalog n~mber
SCAB Sloped ceiling ad~ptor. Degree of slope must be'specified (100,
150,200,250,300) Ex: SCA610D.
CTE6 Ceiling thickness extender is used when ceiling thickness is
greater than 1-112,13.8). Maximum thickness 2 (5.t).
Sheet #: LP6FN-WETLENS
"
6" LP6FN Vertical Hamp, DoubleTwin-Tube (DTT) or Triple Tube (TRTl, Wet Lens
"
Distribution Curve
Distribution Data
Output Data
Coefficient of Utilization
LP6FN l/26TRT 6LR4 MVOLT, III 26,W TRT lamp, 1800 ratea lumens, 1.0 s!mh, Test no. LTL1075,9
Intensity Distribution pI 20%
0 Horizontal Angle Zonal Lumen Summary po 80% 70% 50%
SO'
Vertical Anqle 0 Zone Lumens%Lamo pW 50%30% 50%30% 50%30%
70' 0 340 0" _ 30a 311.2 17.3 0 56 56 55 55 52 52
50' s 350 0" _40" 507.9 28,2 1 50 49 49 48 47 46
15 370 O' -60" 761,8 42.3 2 45 42 44 42 42 40
SO' 25 380 O' - 90" 847.5 47.1 3 40 37 40 37 38 36
3S 317 90"-180' 0.0 0,0 ",4 36 33 36 32 35 32
40' 45 213 O. .180" 847.5 047.1 05 33 29 32 29 31 28
55 100 . "Total Efficiency "'6 30 26 29 26 29 25
55 56 7 27 23 27 23 26 23
30' 7S 25 8 25 21 25 21 24 21
85 3 9 23 19 23 19 22 19
(,n 10- 20' 90 0 10 21 18 21 18 21 18
LP6FN 1/18TRT 6LR4 MVOLT, (1)18W TRT lamp, 1200 rated lumens, 1.0 s/mh, Test no. LTL9929
". Intensity Distribution pf 20%
, " Horizontal Angle Zonal Lumen Summary po SO% 70% SO%
80'.
Vertical Anole 0 Zone Lumens%l.amo '," 50%30% 50%30% 50%30%
70' 0 229 0' -30' 197.9 16.5 0 50 50 48 48 46 46
". s 231 O' -40' 312.5 26,0 1 4543 44 42 <\2 41
15 237 0' -60' 448.8 37.4 2 40 38 39 37 38 36
SO' 2S 238 O' - 90' 500.0 41.7 3 36 33 35 33 34 32
3S 185 90' - 180' 0.0 0,0 ",4 32 29 32 29 31 28
40' 45 107 O' -180' 500,0 '41.7 :is 29 26 29 26 28 '25
55 58 "Total Efficiency 6 27 23 26 23 26 23
as 33 7 25 21 2<\ 21 24 21
30' 7S 15 8 23 19 22 19 22 19
200
as 2 9 21 18 21 18 20 17
u' 10' 20' 90 0 10 19 16 19 16 19 16
'.
;t, I'"
PRE-SUBMITTAL REC'O
DEe 2 2 2009
fA L'THON'A L'GHT'NG~
-
Lithonia Lighting
Recessed'Downlighting and Track
Olle Lithollia Way, Conyers, GA30012
PhOlle:800-315-4935 Fax:170-918-1209
www.lithollia.com
An~cuityBrand5 Company
Sheet #: LP6FN-WET LENS @2009Aco'ty 8"", Ugh"'g, 100" 8/31/09
-'
,
fA LfTHONLA L.lGHTfNSO,
- -
FEATURES & SPECIFfcATIONS
INTENDED USE
Streets, walkways. parking lots and surroundillgar'eas.
CONSTRUCTION
,
Rugged, die-cast, single piece aluminum housing with nominal wall thick-
ness of 118", Die-cast doorframe has impact-resistant tempered. glass lens
(3116- thickl. Doorframe is fully gasketed w~ one-piece tubular silicone.
fiNISH
Sta"ndard finish is d~rk bronze IDDS) corrosion-resistant polyester powder
finish, with other architectural colors a.vailable.
OPTICAL SYSTEM
MIRO finish, segmented reflectors for superior uniformity and control. Re-
flectors attach' with tool-less fastener and are rot'atable and
interchangeable.. Four full cutoff distributions availahle: Type 11 (roadway).
Type III (asymmetric I, Type N sharp cutnff {torward throw} and Type V {sym-
metric square).
ELECTRICAL SYSTEM
5OW~15DW utilizes a high reactance, high .power 1actor.ballast 35$ utilizes a
reactance high power factor ballast 175w metal halide' utilizes a constant~
wattage auto transformer ballast Ballasts are copper wound and 1OD% fac~
tory tested. Porcelain, medium-base socket with copper alloy, nickel-plated
screw shell and center contact,
LISTING
Listed and labeled to Ul standards for wet locations. Listed and labeled to
CSA standards {see Options}. NOM Certified lse"e Options). IP65 Rated.
ORDERING INFORMATION
Choose the" boldface catalog nomenclature that best suits your needs and write it on the
appropria~e line. I
MRl
I
I Series I
MR'
I
I Voltage I
'lll
lll8'
240'
zn
347
48ll'
TB'
TBII'
Ballast
.tv1Pt::llhll!inp::lll.r1.'
hinhnr!><:;';:llrl'<:;orliurn
(blank) Standard
magneticba1Ja~
CWI Constant
wattage
isolated5
PIII<::I'-<::11lrtml't:;lh:;lirlFl
SCWA Super CWA
ballast
Wattage
Mptlllhlllirll'
5llM'
10M'
100M
,-
'JSM
HiohnfP<:;_<:1JN
-
3SS'
5llS
70S
,OOS
15llS
Distribution
SR2
SR'
SR4SC
Segmem-edType Il road,^,ay
Segmented Type III asymmetric
Segmei1ted Type IV forward :throw,
sharp cutoff
Segmented Type V symmetri~ square
SPA
RPA
SR5S
WBA
NOTES:
1 Noiava~ablewith4BOV.
2 12OVonty.
3 Consult factory for availability in Canada.
4 Optional mlllti-t<lp ballast (1 20, 208, 240, 1J7Vj; \120, m, 34IVin Canada);
5 Optional penta-tap ballast 02D, 20B, 240, 277, 4BOV; 'not available in
Canada). 175Wmetal halide only.
Isolated lwo-coilsystem meets Canadian electrical code requirements
fcir2DBV,240V arid 480VappHcations.
1 Mounted in lens,up orientation, fixtUre is damp location rated.
8 Must specify voltage. Not avail.able with TB Dr TBV_
9 SF, DF or QRS options cannot be orJ:lered together.
10 lamp by others.
11' Maybe ordered as an accessory.
.12 Must be specifie,d.
Outdoor
Catalog Number
Notes
ITYP'
OM'ERe@>
Architectural Area & Roadway Lighting
.~/
----
)
MRl
METAL HALIDE
50W-175W
HIGH PRESSURE SODIUM
35W: 150W
Specificstions
Length: 24.5" (52-23cm)
Dia: 18_626" 147.3075cml
Overall Heig~t 6.3758 (16.1925cm)
Max. Weight 27 Ibs (122 kg)
EPA: 0_541
All dimellsions are inches (ceTTtimetersl unhlss otherwise specified.
Example: MR1175M SR3 TB lPI
~
I"
L
Options
Lampl2 ,I
Shinnl>n in~::lJlprl in fiytH~1l
lPI lamp
included
Lesslamp
Mounting
5Quarepole
mOUJltinglstd_1
Round pole
mounting
WaJlbracketfup I
ordown}1
SF Singlefuse020,m,347V}t!I
DF Doublefuse{20B,240,480VjU
PER NEMAtwist-IoClcreceptacleonly
!nophotocontrol}
CR Corrasion-resistantfinish(epoxy
cJearcoatoverpaint}
fiRS Quartzrestrjkesysteml.l~
HS Houseside shield !SR2,SR3i
EC Emergency circuit
TP Tamper-proof'
CSA listEdan<llabeledtilCanadian
saftnystandaras
NOM NOM Certified
Shil'lTI-..rlo::pn:;T::ltI'I1I11 ,.. " -.
PEl NEMAw,;st-\"CkPElr~S!0BMIITAl REC'O
PE3 NEMAtwist~lockPE{347V1
PE4 NEMAtwist-lockPE!411OVI DEe 2 2 2009
PEl NEMAt>Nist~lo,cI:.PE(277Vi
SC Shorting cap for PER option
MR1VG Vandal guard .
lILP
SSA204CDMl9AS
1 at 90 degrees
2at180degrees
2at90degrei!s
3at90degtees
4at90degrees
3 at 120 degrees (round pol:es only)
When ordering poles, specilytht! appropriate
drilling panero. See below example.
Example:
DM19AS
DM28AS
DM2!lAS
DM39AS
DM49AS
DM32AS
Ii
m
NIGHTTlME
FRIENDLY
Consistent with LEED. goals
& Green Globeslll criteria
for lig~t pollution reduction
Sheelll: MR1-M-S
Al-160
MR1 Metal Halide, High Pressure Sodium
MR1175M SR3 TEST NO: LTL10087
MR1175M SR4SC TEST NO: LTL10088
0.25
0.5
1.1
2,5
~
~" -"
, )) I
!/:.; /-1
~r--
2,5
',5
1.5
,
"
-0
.1Ui
"
.0
z
0"
z
o
Q
"
"
Q
2~
.
o
3'
w
u
z
4~
~
15
5
"
"
o
-1 W
"
o
z
o~
o
o
"
~
2~
.
o
3'
w
u
Z
4~
~
15
5
0,5
0.25
4
4
175Wlamp,~lecl12800
lumens. Footcandlevalues based on 20'
mountingheighL
OaSsification:Type 111,MedhJrn, Full Cutoff
175Wlamp, rated 12800
\umens.Foolcandlevaluesbasedon20'
mountingheighL
Classification: Type IV, Short, Full Cutoff
MR1150S SR3
TEST NO: LTL10091
MR1 150S SR4SC TEST NO: LT,10092
,
MR1175M SR5S TEST NO: LTL100B9
'l
',5
"
"
o
-1 W
"
o
z
0"
z
o
Q
"
"
Q
'2~
.
o
3'
w
U
Z
4~
~
15
5
6
2,5
1.5
1.1
0.5
0.25
;.r
'^/
,0
-,.
3
2
175W lamp,raled 12800
lumens. Foolcandle valuas based on 20'
mountingheighL
Classilieation: Undassifilld (Type III, Very Short), Full Cutoff
MR1,150S SR5S TEST NO: LTL10093
, --2 ' -2
~ " " ~~I . I "
"
0 0 ' 0
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LithoD;a lighting
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CASCADE
TITLE
,,CO.
I' -
Ii IIIII~ III~ 11~1I11~ ~III ~IIIIIII ~Il !~ll
STATUS OF RECORD TITLE REPORT
CASCADE TITLE COMPANY
ATTN: TOM MCMAHON
811 WIL~4ETTE STREET
EUGENE, O~ ,97401
Our No: CT-0264813
Date: DECEMBER'2,
Charge: NO CHl'.RGE
2009
II
I;
i
As requested, Cascade Title-Co. has searched our tract indices as to
described re-al property: !i
the following
( A T T A. C H ED)
'and as of: NOVEMBER 25, 2009 at 6:00 A.M., we find the following:
Vestee:
MENTAL HEALTH FOR CHILDREN, INC.
an Oregon non-profit corporation,
dba THE CHILD '-~".LJ:aA
Said property is subject to the following on record matters:
Rights of the public in and to that portion lying within streets, roads arid
highways. I'
II
Rights of the public and governmental bodies in ,and to any portion of the premises
herein described now or at any time lying below high water malk of the McKenzie
River, including any ownership rights which may be claimed byl:the State of Oregon
as to any portion now or at any time lying below the bigh watJr mark.
Any' claim based upon ~he assertion that: _ -, Ii -
Said land or any part thereo~ is now or at any time has been below the
ordinary high water mark of the McKenzie River. . I
Some. portion of said land has been created by attificialjimeans or has
accreted to such portion so created.
Some portion of said'land bas been brought within the bo~daries thereof by
an avulsive movement of the McKenzie River, or has been formed by an
accretion to any such portion. l' .
Ii
4. Easement, including the terms and provisions thereof, granted if the City of Eugene,
recorded December 30, 1924, in Book 142, Page 275, Lane County Oregon Deed Records.
I'
5. Easement, including the terms and provisions tbereof, granted!ithe City of Eugene,
recorded August 17, -1927, in Book 155, Page 110" Lane County Oregon Deed Records.
" .Ii PRE-SUBMITTAL REC'D
: DEe 2 2 2009
HAIN OFFICE.. 811 WILLAMETTE ST. . ~u~~.~, OREGON 97401. PH: 1541} 687-2233
FLORENCE'. 1901 HWY 101 - S. 2 · FLORENCE, OREGON 97439 · PE, 154~) 997-8417
EUGENE FAX: 485-0307. E-MAIL: info@cascadetit1e.com. FLORENCE FAx: 997-8246
[
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1.
2.
3.
continued-
6. Easement, including the terms and prov~s~ons thereof, granted MoUntain States Powee
Company, recorded May 20, 1943, in Book 247, .Page 136, Lane County Oregon Deed
Records.
7. Permit and easement, 'including the terms and provisions thereof, granted the City
of Eugene, for the use and benefit of the Eugene Water & Electric Board, recorded
June 7, 1979, Reception No. 7933353, Lane County Official Records. '
8, Deed of Trust, including the terms and provisions thereof, exe~~ted by Mental
Health for Children, Inc. dba The Child Center, Grantor, to Evergreen Land Title
Co., Trustee, for the benefit of McKenzie State Ba~, Beneficiary, dated July 24,
2000, recorded July 26, 2000, Reception No. 2000-042707, Lane County Official
,Re~ords, to secure payment of a note in the amount of $237,600.00. (Parcel 2)
Said Deed of Trust was modified by Agreement dated May,S, 2005, recorded May
9, 2005, Reception No. 2005-033679, Lane County Official Records. .
9. Assignment of rents due or to become due and accruing from said property, including
the terms and provisions thereof, from Mental Health for Children,'Inc, dba The
Child Center, to McKenzie State Bank, dated July 24, 2000, recorded July 26, 2000,
Reception No. 2000-042708, Lane County Official' Records, (Parcel 2) .
10. Right-of-Way Easement, including the terms. and provisions thereof, granted unto the
City of Springfield, a municipal corporation, acting by and through its Springfield
Utility Board, by instrument recorded September 6, 2002, Reception No. 2002-069166,
Lane County Official Records, -
NOTE: Taxes, Account No. 0109775, Assessor's Map No. 17 02 20, lI700, Code 19-00,
:1.009-2010, EXEMPT .
Taxes, Account No. 0113462, Assessor',s Map No. 17 02 30" lII00, Code 19-00,
2009-2010, in the amount of $1,_585.43, ,PAID IN FULL.
Taxes, Account No. 0113488, Assessor's M~p No~ 17 02 30, #200, Code 19-00,
2009-2010, EXEMPT, '
This report is to be utilized for information only. This report is not to be used as a
basis for transferring, encumbering or foreclosing ~he real property described.
,
The liability of Cascade Title Co. is limited to the addressee and shall not exceed the
premium paid hereunder.
CASCADE TITLE CO., by:
~
/
2
PRE-SUBMITTAl REC'O
DEe 2 2 2009
sm/Title Officer, KURT BEATY
Cc : BILL WELLARD
EMAIL: BWELLARD@THECHILD",""",,,,,.ORG
"'-~'_._-'-~
_.....:?....~
Cc: DAN !.JUl.~~'f.&..u03TON
. EMAIL: DANIEL.A.DUNNINGTON@SMITHBARNEY.COM
PROPERTY DESCRIPTION
PARCEL 1:
. I'
Beginning at a point 24.0 feet North of the corner cornman to secti6ns 19, 20, 29 and
30, in Township 17 South, Range 2 West of the Willamette Meridian, If in Lane County,
Oregon; run thence North 25" 30' East 453.80 feet to a paint, saidlpoint being
referenced by a 5/8n iron rod; thence North 29' 42' West 27.33 feet to a point on the
Easterly right of way line, of Marcol-a Road, said point_being refer&nced by a 5/8" iron
rod; thence run South 60 '22' 24" West along the Easterly right of Ii way line of said
Marcola Road 311.27 feet to a point marked by,a 5/8n iron rod found marking Engineers
Centerline Station 30 plus 77.57 P.T, (and being 54.85 feet Easterly when measured at
right angles to the said centerline of Marcola Road), continuing along said right of
way line South 60,' 22' 24" West Ii distance of 172.31 feet to a poiht ,marked by a 5/8"
iran rod set at a point 51.72 feet Easterly (when measured at right angles to the
centerline of said Marcola Road) of Engineers Centerline Station 29 plus 00 P.D.-C.;
thence along the arc of a curve left (the chord of which bears South 55' 16' 55" West
195.23 feet) to a point marked by a 5/8" iron rod (said point being 45.51 feet Easterly
of (when measured at right angles to, the centerline of said Marcola Road) at Engineers
Centerline Station 27 plus 00 P.D.C.; thence leaving the Easterly hght of way line of
said Marcola Road and run South 6' 57' 50"West 261.48 feet to a pbint 'marked by a 5/8",
iron rod; thence'North 85' 15' East 362.06 feet to a po~t that be~rs 162,39 feet South
25' 30' West of the point of beginning; thence North 25' -30' East 162.39 feet to the
point of beginning, in Lane County, -Oregon. ii
, I
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PARCEL 2,:
Ii
Beg;nn'n:::- at a point 24. feet North of the corner of Sections 19,' 216, 29 and 30, in
Township 17 South, Range 2 West of the Willarnette Meridian, and rubning thence South
25' 30' West 191.7 feet to the left bank of the McKenzie River; th~nce North 70' 40'
East 90 feet to the meander corner on the left bank of the MCKenzf~ River between
Sections 29_'and' 30, of tb~ same Township and Range; thence North 7;:0' East 349.8 feet to
the meander corner between Sections 20 and 29, on the, left bank of the McKenzie River;
. ' . - Jl
thence along the meander line of the left bank of the McKenZ1e River, North 52' 30'
"
East ,96.6 feet; thence North 33? East 44.3 feet; thence North 8' East 317.1 feet;
thence North 860 11' West 132.8 feet; ,thence North 45' 37' West 161.0 feet to the
center of, the county'Road; thence South 610 West along the centerjpf the County Road,
84.8 feet; thence South 290 ,42' East 74.1 feet; 'thence South' 250 3,0' West 453,8 feet to
the place of beginning, in Lane County, Oregon.
PRE-5UBMIlTAl REC'D
DEe 2 2 2009
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THIS /v\,~p IS TO ASSIST LOCATING
PNROPERTf, THE CDMPMi'1 ASSUMES
o LlABILlTf FOR INACCURACIES,
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PRE-SUBMITTAL REC'D
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,~;;< I,~ - lV,umANTll DE>JD-ST:lT11TO~Y. FOl'" *
'--' -~ 'NOIV'DU^, aRANTD.
,: -' , J:!.~_rQ____cl,___<\. .__..I1,9.1.1.:!.!\!_:r",~,!)_g _N.a,ry "M_,,,J19!11_~r_, "hu,~_p'a,_!).g _"a,J1.d"1~if~__:..,, _...,. " ." _Grantor,
conv.ys "nd warrants 10 ,-~!gnt.a,-l,,,I:!-E!-,,,,tt.h_,,f.Q_r..._C;;.l:!~J_q.x.E!n_,__,,In;;:.-,,,~__Ap'_a,,,.Ih.E!~_G)1il,d____C,e.n,t,!\!_r._,,__.
':,~,:: ......~........h.... ...:.. ....-,""."' .............--......-............-., ..............._..................... '" .._...__.Orantee, the following des.cr.:hed r~l property
f{ee of encumb.'ance.:i except as specifically set forth herein' situated'in.....L.~_n.em.. m....., . .County, Oregon, to~wit:
,Beginning at a point 24 feet North- of the corner of Sections 19, 20 J
-'.. 29' and 3D, T01<1l1ship 17 South, Range 2 I~est of the Willamette Mer~d:i,an, ..
.~, ,!;and r.unning-thence South- 2S' 30' West, 191.7 feet to the left hank'
{;.of.the McKenzie River; thence North' 700.40' East, 90 feet to the-meander:'.
(CorneT, on the left bank of the'McKenzie River between Sections 29 and-
;:'.30, of the same Township and Range; thence, North 700 East 349.8 feet
,'to the meander corner hetween Sections 20 and 29. on the left bank of
,.the McKenzie River; thence along tne meander line of the left hank of
the McKenzie Ri:yer J Nortn '5'20 30" East, 95.5 feet; thence North 33D '
East, 44.3 feet; thence North So East, 317.1 feet; thence' North 86D
.11' West, 132.8 feet; thence Nortli 450 37' West, 161.0 feet to the center
of the Count!, Road; tn,\W;,s, lhilil~. ~Nu'Mtl'TiMgil1iv.tJlIlDElcenter of the County
. The said property is free irom encumbrances except .
'_1 easement for pipeline and r;_ght to -inspec1 ,
maintain and repa,ir the same, granted the City of Eugene by 'ins1:rumel.t
, ecorded in Book 155, Page 110, on 'August 17, 1927, Lane CC:lUnty; _Oregc "
Deed Records, and easement for ~ower line conveyed to the City -of
,The true consideration for this conveyance is $..l~..Q...g.g.Q_,Jl,j). (Herd comply with the requirements of ORS 113.030) ,
...-....-.....-.--..-...-....-..............-..............-........-......
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"::'J Dated this ..LiL......day of ..~-'......,.......... 197"._. . .
~,:: ~{;::'i'~~~. ................................___..___.. _.....,..___.._.....,..,~..___.... ...~~....~~>......."....~ .
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L 1~'..~~"'~~'~Ii~:?"J.. . 4_~~'_..__.. . ........~._- ..- '--_.~-;,~~W-4-C1-.-l~-.~..4'- ._ .""",.,..
.' b.f~'k ~lifi, I~";.::' STA),"lrt:JF OR.c.tiON, County Ol...it)~"'''''''d.)''''' ..""", --r:>iI.';-r;,:--"'"-:''''~''' 19-L"'-....
_,..:', . ~...~~.. ~...~",,'~ Pcrsona1!l. .appeared the aboVCl.ri~npi .__..~,. €J..A_,-.,jr~..~_._....._..
.'i ~[.!~eT}~.~;'t::\. ~~d'~~~i~:;A--'''?!-Q4'':g~''-;;;;.~~ t~"b.'-:7Ji;;:;;.:..-::::;;,i~~;ct and deed.
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, ijental H!l.a1th For._ CQj,;l~:rJ!(l. D"N~_
..'::Inc_. dba -The Chi1q~.!ltm:.,,_,,:,"~~_
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I Altar rCl~rdJn9 tolum 101
STATE OF OREGON
Ml!,n.t.8"LI:i~il,_)J:lLf.Q.r....J;_v i Idren.
4~95 Uar~ola Road
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In
!!lP.C~ RESEltVED
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RECOROSII"S USE
. . .,ss..
County of _.............__,__._
1 cutily thot the. witllin inStru-
ment was received lor:: record on the
...._....:._day of ..__.._._....:..__. 19.___..
at.....__...........o.claclc...:_M., and recorded
in book ................on pase _.__or as
file/reel number _..........:.._ .....,
Record of Deed. of .aid. County. ""
Witntss my hand' and real of ~ .
County e1fixed.
.........NTttIr."S anCl'U'ns~"
97477
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NAME, ADDlIas. UP
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liudl bD COllt hi tful 'allawlng addran:
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.=.u. .. y,,--"- _.J. ~...4J.L-U.. , -Reccrdin4 Officai :
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30",1924 in Book 142,'Page 275;'.'
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,.. TITLE NO. 223/557
SSCROW NO. SUOO.9950
TAX ACCT. NO. 113452~'
TAX ACCT. NO, 113466
(
Division 0' Chi or D.puty Clark '0~~ :14'011
Lane Counlv Oe.ds and Recorda , UU~ ,~
1111111111111111111111111111111111111111111. $31.00
001037192000004ZS71002
RPR DEED _ 1 _ 3 CASH1ER ~J'271200009:01 :01 A~
$10.00 $11.00 SI~.~0
,
WARRA,'ITY DEED - STATUTORY FORM
HARVEY H. HANSEN; Grancar,
conveY9 and warran~g'tc
MENTAL HEALTH FOR CHILDREN, INC., an Oregon a,ou-profit corpora.tion, dba TSZ
CHILD CKHTER, GrantBB,
the following described real property free of encumbrances except as
specifically set forth herein:
SEE EXHIBIT A WHICH IS MADE A PART HEREOF BY THIS REFERENCE
'l'HIS .....~~....n.uu~.u, WILL NOT ALLOW 'OS! OF '1'HB PROPERTY DKSCRI8SC IN THIS INSTRUMEN'r
IN VIOLM'ION OP APPLICABLE t.AND aSE LAWS JUm t\3Gm..AnONS, . lJB!'ORS SXGN1:NG. OR
ACC:SPTING THIS .....,........UUl;!.j.u:, TD PERSON ACQ~ING FBI 'TITLE 'I'O 'l'Hl!l PltOPBRTY !3'BOtJLD
c:u:l!:CK WI'rH '1'RB UPRCPJUA'l'2 CI'l'Y OR COUN'1'Y PLANNl:NG DBPlUUmNT '1'0 Vlmn'Y APPROVED
'lJ'SES AND TO DE.....toA.o..........c. ANY LIMITS ON LAWSUITS AGAINST FUMING OR. POREST PRACTICES
AS ...t:.~.......o... IN OKS 30.910.
. Except the following eneumb~ances:
2000/2001 caxes which.are a lien but not yet due and payable.
COVTlNANTS, CONDITIONS. RESTRICTIONS AND EASEMENTs OF RECORD.
The ~ consideration for ~s conveyance is
$291,QOO.00.
Dated this
..:1./.
day of
M
,4-w "11 -;V""",,,,t,/
m&;~ HI HANSEN
,
. .AII.;rd .
~. -~~~'-J
"1!f__lIIlI1IlIII1J,llIll..i
STATE OF OREGON'r
C'Qunty ofL,
'-'" ,
)u.
Thia instrument was acknowledged before me on
by HARVEY R. HANSEN
..~
Not~Public for oregon
MY commission expires: 10 -li~3
CL.&. /
tl ('
o<~ ,. 20~,
HARVEY 11. KANSEN
P.O. BOX 356
OAKRIDGK. OR 974EiJ
GIUUn'OR'S NAME AND ADDRESS
Until a change is requested
all tax statements shall be
aent to the following address;
. u sAME AS GRANTEE ...
~AL HEALTH FOR CRILD~~iI.bB
3991;;; MARCOU\. ROAD
SPRINGFIELD. OR 974"
GRANTEE'S NAME ANn ADDRESS
..J.
~ter recording return
CAsCADE TITLE CO.
811 WILLl\METTE
EUGENE, OR 97401
to.
PRE-SUBMITTAL REC'D
DEe 2 2 2009
'1
...
~~
CT-223557
.[;p./
PROPERTY DESCRIPTION
Beginning at a point 24.0 feet North of the carner common to Sections: 19/
20,'29 and 30 in Township 17 South Range 2 west of the Willamette Meridian, in
Lane County, Oregon, run thence- North 2Sa 30' East 453.80- feet to a poine,'
said point being referenced bya sIan iron rod, thence North 2913 42','dest
27.33 feet to a point on the Easterly right,of way line of Marcola Road, said
point being referenced by a 5/6" iron rod, thence run South 60. 22' 24" West
along the"Easterly right of way line of said Marcola Road 311.27 feet to a
point marked by a slsn iron rod found marking Engineers centerline station 30
,plus 77.5''- P.T. (and being 54.65 feet Easterly when measured at right angles
to the said centerline of Marcola Road). continuing along said right ,of way
line South 60. 22' 24" West a distance of 172.31 feet to a point marJ:;ed by a
5/BII' iron rod set at a point 51.72 feet 3asterly (when measured at r~ght
angles to the centerline of said Marcola Roadl of Engineers centerline station
29 plus 00 P .O'.C., thence along the arc 'of a curve l_eft (the chord of which
bears South 55.,16' 55" West 195.23 feetl to a point marked by a 5/B" iron rod
(said point being 46.51 feet, Easterly of (when measured at right angles to the
centerline of said Marcola Roadl at Engineers centerline station 27 plus 00
P.O.C., thence leaving the Easterly right of way line of said Marcola Road and
run South 6. 57' SO" West 261.4B feet to a point marked by a 5/B" irbn rod,
, . ,
thence North B5' 15' East 362.06 feet to a point that bears 162.39 feet South
250 30' West of the point of beginning, thence North 250 30' East 162.39 feet
to the point of beginning, in. Lane County I Oregon. . II
PRE-SUBMITIAl RECIO
DEC2 22009
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oornsr ClOmmOn to aeotiona 19, 20. 39" lUJd. 3.0, 'J!. 11 Si R. ,3 I'J. W.lll..
!hi~.o~~1aa~9~~!i-~8~~i~!!~~~~~-~e~~s~-e~'~~~P3:-~~1~~~~~~~g~~~eOO~3Dr~-a~-~~!,~
of-~at~.~~ra~~~~~~~and-5ha!i~ba_~~~.~~a~baaat!1~~~-~~-~saQoD!~~&~~~
F'llrth!J~ l."!~l1tB Ilnd !ll'hllegee to ba"!lOD're,y'3d .bY''''sa:ld,;tBiLaemont are d"asol':lbed:-as tri'Uowe:
The pBl.tr .ot ,the .~aQolld .part. throl1gh ita aganta," .shall b&ve tha'right to eatel." !;upon said
ll!J1rla tor bbe purposo ot' o~natt'Ua.t:1nGJ bu11d1J15'1 "'lay1Da't patro1l1I1g'j FUld':ma.t.ntaining i,therun
!l pipe llna fol' thlt conV'eY6lloo,'ot ':rato:". iaolud!n; QUoh:reneYlaJ.a.' ~epa.L1:s. 1"!Jplallsmez1.ts or :1'e-
movals e.a ,'Day', tram. .t.ime to Ulna; be .l:'equ1-redi with th.e.risht ~o' :t'1!mo'fa such-' Q!iiiWtt~ttODs as.
may 1aht't~ra with the aO!1S~l"Uatiott 0:: D;lartlt1oD at sa.id pipe l1%lel,:saJ.d.;:.,.cl'gh;b"aha:ll:/~ct l'srpet-
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ua.l so long Ba said aity alia.U O!I'ara:h a,pipl! to:c' oarry!Jl/J ;yahr ll.aros'Paid. 11Ulll; but ahoul4.
a~id. 01ty aBBse ,to uae aaid pips liD~:and abandan'th& same, than all.r1ghtB and privileges
aOIlV'syed. by 'su.oh' easement I3halllapae.IlI3ll.!1l.1 :rigJi'!; and tUle thal'o~o shall rne:c'1l t~' the B1'Q.t~
or_of said. SSIISIIIIUlfl,' ~a 'B\ltlaeaao-raj hsira or asa1gna. , ,
It U furt~e:t' pro'71ded that seU. -pille lins shaU bQ so laid tha.t 'IIee tap tlh.e'"reo~, IIhs.J.l be
I; bunsd at lea.st 16 inohes below the natural -surfa.oe of the aro1ii:u1 'IJ%QOpt at low ~rpot~, when
ravines or slougho, .I1ot l.DotI'l~i"ationi "81"8 or.a saedj a,t.. wb1oh"",po1.l1ts the top o~ thep1pe mov
bea.t E1uob. elsvat-ioDB as 1ibe' C'i'far'."d.eotde, .prortd:ed.'1ir: abBll. J1lJt interfere 'dUb the oonttn-
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) uad uss: of tbe 'l9Jl.da Df lIhe pa1>t:(",01 th8"fJi!st,.p~ as'tllsy are'Dow used,.' . l
\ tli 1a tu:otlher ,ag1"lIed. that tbo".lJity'. eha1:l;'?UVU;-t1he rlgb;b to. buH4,'at 1lIle Burf'aaB~ ot lIhe
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;rwnd suobentranoEUl. bo the,.p~'lJe"llna'. ';&8 1Il&I" ,bs'i.oeq'lUBd. :pJ!'o-v;1:ded. . that. such' oile~a wiU
not bo iarSlJ1"' tbeU' tour .teall..,squarej' ?l111".be.-builv ao'~'aa'l1gt.::to'eZtal1d' moru.than:'fI" few !.naMS
I above ground lsvO"1. and'111l.,b8< so Govel'ed a.a..t1~ be',Ga:rB'f'OJ7..c~oga.1ng:;o':r stoak,cor "'~'b1ll1loB.
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,i 'nle aity will. if .ZlaoBBSar;r;.s.i1d,:N"qiiest84;..to' do.;,sa.,:ibu1ld: _.maJ:ntail1"'~ui':Log th8':tbis'::aaum"
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i' CUOD worle 1s under \'1D7~ Bu1tabltft'-b:'1d-PI'Fto~"uBB 'ot",lIu~~a::r,.,th~f'.1:1"si: puil ;.1;D':~p8t:nJ1:ag.lstolSlt
f Ol.'" '/lJhiolu 'e.arOSD tho strip' 0:t;lan4.. 'i'atenedf:'tQ':;1n'sB.1d:"'ia86iit8D.t.~ . ". !'
! !l!ha ~ti.ih'b of"\'lBTabovs"1"8hnad.':"to. aaa;. oon1"8ll';b;y','-a:nd':;~l1:i!.etl-'ia. bU's .'oaaelDea.t-,I~ 1)0.0"'
\ sis'!; of' a. ahtn ,of' led: 10 f'e.et"in width. 'oe1.a&;:5 .teet oD':e1tlie'ii"~a.1d8 Of'.'thIHSeD:ber UDIt"Or
~: routu here:tafore. d~f10l"1 bed.' ~ . ;
( It 1l:J turthar UDders,toed, BJii a~911ll tha~ ..tu';Oit7:itiall:'.'h&ve th~ lll1d1 t1ona1.,,~:1:sb.lI and .:P1".i"
1 vllep durt:ag a.aDst:l:UOt1an to, OIlOUp;. wUb. sxo'o'n:tled uter!.a1...o,'QOust:ruct1C1Zl':utb:ral ~'gZ"equ1.p-
l mentl aD add.1b1anal stri.p a-i laDd ,11dJ8.a9nt;ta, andi ~'eu'b tide at the s.bo~e.'411'11onbed 'Vip
i 'or right Df way. thatls 25'~.et aD the .D~,ilb8~:.'or,left ride-.ot imo a.bDV4t"4"~o:niB4:'Dt:1p
~ and to .tl1e lllllita of' the aboV'e I1SBl)rlba4H1B:lllia-~oD the"8DUtltb1T,-'al!".rigb.t:'811I."Qt"sdt~~'Btr1'P:oir
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~ right of' way and it .1a..1lD,dol'stood, and- a~oed,.:tmnt ;tu' 1I0DG1'dIii!aUOD."h81'e1n~'i1Bli1id: eh:LU',. '~ba. 1J1'
\ :fall :tGr..'e.1.l. d.alaaauB""w.~m.'.by<ths ,Pai'!t.rr:o:t..the-".:ri'1!'lJIr part. far 'UlJG '01' 'la:adl" aD. "~oon:,;'annal;',
i 1ln~1ng time' at QQnstriot1a.D,,'pr~v1.d'ed. hcwoveri'thall ahculd,lUIf ,g%'ow1ll.g"orops'.be'dae~ed, ~tb.lt,
~ same s!:tall,..bB,'~pa1ct..:Ol' . 1D 'e.d.llJlt10~.',.to .tl"~';a..bo:V.B':Blim.~'s.i:id..~at'~1Jh8""Q~Gnt; ,V:d.ltiG'~Df":~~Qrop~t;.
~ tt:Jq. '~~8.1' ,,~,.a.., :,thaill' UllOll"" lIom~.~~QIli .of'. .ooi:l;s.t1!l1c.tf"OD' 'i'~: ~ :subse'l[Ii'ont!\, '~~oo~~is:U"
~ ion or, ~.iJtla:1~,.'t~8dJl~':~~~'_O~1I9 ,th~ '_~~t.Q';,.'b.~W:ed:. JSV8J!';&.u3':'.{it:to",::",,:"~'~'~~iItai!;e-:I~\~~ :.
! reJ:lOV8",~~::,:sPo.u..-,:.~.':'~ lI~tB.r~I':ft.C~..~./Pa~l,..' Cfla7 OJ:" J:~::Z'=:.the:-:lSd:'.aaaail~~"tlilijl;~'
. a:rily, ~~'1I~e:'~.e)Deme',~DP:J1::.1iI;r~,"'19: tooit,.~~:~..,'~n:e: deslI1'ibiiti: 'i!. 'aa:':Bmo.ot.ti(.'iI::DI1:"WG.i'~"
lIUU1J18J!'. as, P9SB$.~,lll).,:~...)ha.-t..'.~e-roa:f..1I1u:,. bb's Pn:dr. -ot .tho' ftrst. ps:i:!b 'Will' MYII -:tnll,~it, c~e'
lend to .w:~19h SB:l;~.:.It~l":~U:t!'...pplieB. subt1dctt.\-O~: to iihs' 'd:ahtll Qt"sa1d..~lv .reJrB.-tive'::to.. ~BpeQ'
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kNOW ALL )IEN BY iIlESE PRESENTS, th.t ~lent.l Health, for Children, ,-.Inc.", db. Thei ChtId"llenter,-<uy
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the Grantor henin, daes hereby CQVenant. tl1a.t: it 1i~the' owner. 'of ttli!l.;fOl'10W'i.ng'.desc:r1ba'drr-~:,:::;\:;~7,~~~
real property in Lane Caun"ty, Oregon, to-wit: .. .';-. '... ,. . ',.';~~;,~'i;'(>::,::;:2::;~
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the left 'bank of the McKenzie Riverj thenco NOl'th 70 4:0" 'East, I :,_~'.~~..
90 feet 'to the meander COT1'1er on the left bank of the Mc.Kenzie .....'....:i:\'
Rive;- bet,...ecn Sec.~ions 29 and 301 of. the same rown5hip~:~~",' ; ::.~'::',--::"', :~;;0~~~
Range: thenct!i North 700 East 349.8 feet to..the:.me_ander::,:.comar...,:...._:,..,... .'. .:.~::~':;."'.;,:o.:.,::':';!~~
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algng. the center:. of. the"C011I}tto~~aa.~ '~~!+:~~~~~1.i~WJ:t~~e~~Q.'{;~ '.-'
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The intentled ""ute and Bi'Proximate locatiOn 'or t1ie'~~~;;;;drli~l~t;";'"
equipment; is shown. on the attached Sketch _ .A~099:t ',,:).;,__, .:~iU::~~~~~~;f
a part hereof. It is tD1deTstood and agreed tha1:,7~.~tlaJ:.::cori~ric#~:z:W~~~:,~
equipmen t may diffe-r from the intended route' and "app~c~~ii ~l:)c~'#'.~:~:'~:i:)
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POt" the purpose of furnishing alectric semel!" by. the .arail'i.eii:ijef~:t4~';:
premises. the undersigned a.s Grantor does he.reby ~t'imtO.1 thQ..tl.TYfiQF:';'~'
ORE'l:llll. for the use and benefit of the euaen; IVA-reRc,,','ELEtt'riiC.: BDtuUrt[:O:ii,{
pet:pS'tua'1 'perinit and'.ease1Den~ for all unaergrt1cnct ~!earl:c:::'di.:s,,:.;.bU#'an.;i"''-:'. ... _.',
appurtenancos thereto. under. and acrass. tha-.abo\re~des.:r;~~.<-ra~.i.'.;p~~mC~...:il
and. location' as aetiJa-rly consuuC1:ed' ""d' i.ruit'all~d.: 'TliihGiaator'iiieilliiic.l'CI;i(c'Yr
any and all equipment or replacement: t}urteof'v,:Ulmn.ed'~~dIi-aiir:.'-o~:;a~5:'~r.;..:'l:.:''''~
said Grintes. shall remain..the 5o1e.jn-ofeftr:df.;ri$~~~a:n"t~.~an~~_Wli;~~:~."::~~ "
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a."\d. egress over said PTOllOtt)' f"OT':1;he '. . -'io~;'oE:'~_"_""~~ai:ij:~:-' _ ''''''. . .
sUch lines and appurtfimBnces and e~;".::~.ar:n~1i1:.i..~ifereay..!~n~~;.r~~;~~:~~~~~~~f(:.
At no time shaUany buildiDB be m~'~'or'Pla~~~ ~T~h~~D~~~~!:~;J~;11;i~}ii~illi;~"t;;-
SU~ECT: to the foregoing' limitations satd. '~ht:-:Q~way may .b,e::us:~Q~.&j;l~~'6~~~~~;;~:~"~!l'>~"!: ~~..~::.
road, p:a:rking, Ot' a.riypurpose not inconsistent 'With said,:~emeri.e..:. :.1. ....::~!?:::.';:/~~..~,~c~:.~
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All 9uch rights hemtmder shall cease. if 'and',when.:Sttc.h 1:irii:t-;"sba:n,;"hrie:;b~...h~;:aiki'li"
Other than the agreements herein contained theri.- 10: no' CiJn"i.Qriti:;~~;'~~~~'~~iy~~~~~o.
TO HAVE: AND TO HOLD' the same urttQ. the Grant-ee. its sueeesson 3nd;~usf~~"":Z~.:'?:.:~!..?-.'r.:f'~.<;,..i
the rights. conditions and provisions of".this .e~seillentsHii1~' inure ~a.::~~~\~~#'.t_ .,
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RECORDATION REQUESTED BY:
McKenzle Slate Bank
PO Box 67 '
S2S1 Main Street
Sprlngneld, OR <rT477
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PRE.SUBMITIAl REC'O
, DEe 2 Z 2009
WHEN RECORDED MAIL TO:
McK.nzIe State Bank
PO Sox 67
5251 Main Street
Spr'ngfl.'d, OR 97477
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Division o( Chi.' Deputv Cl.~k
Lane Coun~y Deeds and R8CO~ds
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<:> SEND TAX NOTICES TO:
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II1I ~ m 1111111 !IIIIIIIIII
.0.1..."m0B.A.a....7080..El 07/26/2000 01:54:27 PA
RPR ASH - 1 - 5 CASHIER 01
$29.00 $10.00 $11.00
M.ntal Health lor Chlldren, Inc. dba The Child Center
3995 Marcol. Rd.
Sprlngfleld, OR 97478
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SPACE ABOVE THIS UNEilS FOR RECORDER'S USE ONLY
ASSIGNMENT OF RENTS
THIS ASSIGNMENT OF RENTS IS DATED JULY 24, 2000, between Mental Health for Children, Inc. dba The
Child Center, whose a.;.ll,.... is 3995 Marcola Rd., SJlringfleld, OR, 97478 (referred to below as "Granto...); and
McKenzie Slate Bank, whose address Is PO Box Dr, 5251 Main S~ Springfielll, O~ 97477 (, .I.. _.11 to below
as "Lender"~' ,
ASSIGNMENT. For valuable consideration, Grantor assigns, grants a continuing security interest In, and
- . . ~
conveys to Lender all of Grantor's right, tiUe, and :..:~~l in and to the Rents from the following described
Property located in Lane County, Slate of Oregon: h
On exhibit "A" attached hereto and Incorporated herein by this reference.
The Real Property or Its address Is commonly known as 3995 Marcola Rd., Springfield, OR 97478. The Real
Property lax Identification numb.r Is 109775. "
DEFlNmONS. The foUawing words shall have lh8 lclIowing meanings when used In this AssIgnment T9ITl1s not O1Iierwlse defined In 11110 Assignment
shaD have lh8 meanings atlributed to Such tstms in lI1e Vnila"" C~,.",,_,.lI Cad.. All references to dollar amounts shall mean amounts In iawlul
money cf lh8 United Stales of America.
Assignment. . The WOJd 'Asslgnmenr mEl8l'ls Illls AssIgnment of Rents belween Grantor and .Lender. ~ includes wilhout IImiIatIon all
ass;". " ,_.~ and security interest provisions rele8ng to 111'; Rents. . . "
I:xJst/ng Indebledn.... The words 'Ex/sl1ng Indebledn.... mean an axlsting obligation which inay be secured !'Y 1h1s AssIgnmenL .
. E_t 01 Default The word. 'Event 01 Oelaulr mean and ln~lude without IlmllaIlon any ofllie Events 01 Oefau~"sel for1h below iii 1I1e section tilled
'Events 01 Default' '"
Grantor. The wort! "Grantor" means Menial Heelth for Chadren, Ina. dba The Child Cent.r.
Indebtedn.... The word ,nd.btedn.... mean. all principe! end interest payimJ;, under lh8 Note and any amounts _...'_... or adVanced by
Lander to dfscharge oblIgallons of Granlor or expenses rncuned by Lender tD enIcn:e DblgaJlciIS 01 Granlot uniler this AssIgnmsnI, lDgs\her with
Interest on such amounts as provided in II1fs Assignment In addition to Ihe Note. the wanl .lndebtedn.... IricJuclell all cbIlgelions, debts and
Ileblfilies, plus inlereet thereon, of Grantor to Lendar, or any one or more oIlhBm, aa well as .U claims by I.enilar against GllII1Ior, or any one or
man> af1l1.m, whether now existing or hereafter arising, whether related or unrelated ID lI1e purpose ol1he Note, whether vOluntary or olherw/se.
whelller due or no. t due, ebsoIulIl or. oonlIngent, liquidated or unIlquldated ai1d ,.- ,,' . Grantor me. y be 1,IabIa lnd, IvIduOJ1y or J~" oth2ts,
whether obligated as guarantar or olliBlWise, and wh.1I1ar recovlllY upon such Indebtedness may be ... here8fter may become U'Y any
s~ of l/m!fatJons, and whether such IndebtednsS9 may be or hereafter may bllCClllll olherwise un.nforceeble; (lnluaJ Here )
Len<!er. The word "Lender" IT1BlII1$ McKenzie Slate Benk, its successors and aaslgns. '
Note. The word 'Nole' means !he promissory note or credit agreement dated July 24, 2000, In the original principal amount af
$237,600.00 from Grantor 10 Lend.... together with ell renawals Of, axlenolans 01. madlRCaUons 01, reRnan.ings 01, __...:.:.J1ons 01. end
subsUlulIons ror Ihe pnll11Issmy note or agreement . ,
r.
Property. The word'Property" means Ihe reel property, end all imp_aments Ih.roon, dllScribed above In lI1e "Assignment' seollan.
Rea' Property. The WOlds 'Real Property" moen the property, Intarests and rights ~escrlbed above In the 'proPerty Oel1rilllon' sec:lion.
lielated Documents. The words 'Relalad Oocuments' mean and include without UmltaUon all promissory notes, crodtt .....~.~.~, loan '
......,,~;S, .nvlronmenllll egreements, guaranties, seculily ......;....~. mortgege., deeds of trust, and aU oll1er Instruments, agreernenls and
documents, Whethor now or hereafter axlsting, oXeeuted in connecllon with lI1e Indebtedness. .
Rents. Tho word 'Renls' means all renls, revonues, Income, Issuas, profits. and proceeds from lI1e Property, whether due now or taler, including
W/Ihoutllmilatian all Rents from all leases dasclibed on any oxhlbtt a1lai:hed to this Asslgnm.nt .
. 'RiIS ASSIGNMENT IS GIVEN TO seCURE (1) PAYMENT OF'RiE 1,""""".;0., .5S AND (2) PERFORMANCE OF AllY AlID ALL OBUGA110NS
.' . 11 .
... .~.,,~ ., I. iL. ..." ".. ....
10... ..".. .,'-II.il~.._..Io.,,_..,. ......
.n".'."", ",..........
07=24-2000
Loan No 5053050411
,
ASSIGNMENT OF RENTS ,
(Continued)
,
Page 2
I
OF GRANTOR UNDER THE NOTE, THIS ASSIGNMENT, AND THE RElATED OOCUMENiS. THIS ASSIGNMENT IS GIVEN AND ACCEPTED 0 ~
THE FOllOWING TEAMS,
PAYMENT AND PERFORMANCE. Except.. othelWiso provided In this Assignment or any Rela'ed Documen~' Grantor shall pey 10 Lender all amounts
secured by this Assignment as they become due. and shan striclly perionn all 01 Granto~s obiigations under this Assignmenl Unless and unUllender
e.ercises ils right 10 collect the Renls as provided below and so long as !here is no default under this Assignmen~ Grantor may remain in possession
and control 01 and operate and manage the Property and collect the RenlS, provided that the granting of lI1e right to coiiect the Rents shall not
constitute Lendel's COl1Sent Ie the use 01 cash COllateral In a bankruplcy proceeding.
GRANTOR'S REPRESENTATIONS AND WARRANTIES WITH RESPECT TO THE RENTS. With respect to the Rents, Grantor represents and
war ranis to Lende, thet
Ownership. Grantor Is entitled to receive lI1e Rents free and clear of all rlghls, ioens, liens, encumbrances, and c1eims e.cept as dlsolosed to and
aceepled by Lender in writing.
Aight to Assign. Grantor has !he fullrigh~ power, and euthonly 10 enter inlo this Assignment and to assign and conyev the Renls to Lender.
No Prior Assignment Grantor hes not previously assigned or convsyed the Rents to any other parson by any instrument now In foree.
.
No Further Transfer. Grantor will not sell, assign. encumber, or otherwise cflspcse of any of Grantor's rfghts In the Rents except as provIded In
this Agreemenl
LENDER'S RIGHT TO COLI.ECT RENTS. Lender shall have the tight at eny lime, and eyen though no defaull shall have occurred under this
Assignmen~ 10 collect and receive the Rents. For this purpose, lender Is hareby given and granted the following rfghts, powers and authority:
Notice to Tenants. Lender m.y send notices 10 any and all tenants of th. Prop.rty advising them of this AssIgnment and directing all Rents to be
paid dlrecUy lo Lender or lende~s .gent
Enler th. Properly. Lender may enter upon end lake possession 01 th. PtoPliitY; demand, collect and recalve from !he lanants or from any other
p9ISOllS 1IallI. lherelor, all oIlhe Rants; insll\ute and carry on all legal proceedings nseessaJy for !he pmtectlon of lhe Property, Including such
......JL ,,.. as may ba necessaJy 10 recover possesslon olth. Property; coIIllct the Rl!n1s and remove any teneri. or tenants or other persons
fromth.~MIy. .
MaIntain the praparty. Lender may antar upon the PtopMly to malnlaln th. PropertY and """" the sam. In repair; to pay th. casllllhareof and of
all sarvlcaS of all eri1pIoy.as, including th.~ equipman~ .nd alall continuing costs and ~..~._. of maintaining lhe Property In proper repair and
condlUon, and also to pay all lax... _._....,,$ and water ulIIlUes, end th. premiums on !im and other Insurancellffected by Lemler on the
Property,
Compliance wHh Laws. lender may do any and all things lo exooute and comply WIlh the laws of the Stale of Oregcn and also all other laws,
ruJes.llIders, ordinancas and requl,"!"ents of all other govemmerilal.ganciss atfecIIrtg lhe Property. '
Lease the Property. Lender may rent or Ieese th. whol. or any part olth. Property for such term or tenns and on such oondilions as Lender
may deem appropi!ate. ' ,
Employ Agents. Lender may angsge such agent or agents as Lender may deem approprfala, aIth..- In Lendefs name or In Granlof. namo. to
rent and manage the PropMly. including tho coiJecIIon end appllcetlon of Rents.
Other Acts. I.m1det may do all such othat things and acts with raspact 10 Iha Property as Lender may deem ...,...:.... and may act BlCCluslvaly
and sol;ly in th. piece and stead of.Grantor and 10 have all of the powers of Grantor for the purposes slated above,
No FlequI",",antlO Act. Lender shall nat ba required 10 do any of !he L....:. '. acts or things. and Iha feci that Lender shell have paJlormed one
or mono of the ..,...:... acts or things shall not raquirelender 10 do any other speclflc act or thing.
APPUCATION OF RENTS. All costs and ~...~_ Incurrad by Lender In cannBClion with !he Proparty shall be for Grantor's account and Lander may
pay such costs and expanses from the Ranis. lander, In its sole ~;,,_-.:..... shall detamin. tho application of any and all Rants racalved by it;
howaver. any such Rents racelvad by Lander whfch "'" not epplied 10 such coSls and expen... sheU be epplled lo lhe indebtedness. All expendihJres
made by Lender under thla .: _:.. "..~.l and not_ from the Renla shall bacllm. a part of tho Ind_ase sacured bylhls Asslgnman~ and
shall be payable on damIInd. with _.t the NoI8 rats lrom data of ~._ ,~:.n unIiI paid,
FULL PERFORMANCE. R Grantor pays eU ol1he Indelllednass \'4han due and ollllllWlsa. ..,'". all 1he obligations Imposed'upon Grantor under this
A...""".~,. tho Nale, and Iha Reletad Oocumenls,.Lend.r shall ox.cule end d.1lvet to Grantor a sullable salIsfacl!on of this As.:." '""" III1d suitebI.
statem.nts of termination of any f",anclng slat.ment on me avidenClng Lendef. .acurity intanlst In Iha Rents and the PtopMly. My tennlnallon fea
reQulted by law shall be paid by Grantor, ~ .....""". by'appRceblEiIew. '
'. ;.
EXPENDITURES BY LENDeR. If Grantor fEiIIs lo comply with any \llO'IlsIon 01 thIS AL.;"'.,,~J, lncIu<1lng any otl1lga1lon 1D maintain ExlsUng
indebtedness In good StandIng as requited baloW, or n any acuon or procaeding fa commenced Ihat would materIa1Iy affect Lender'll inter8Sts in !he
Property, Lesxler on Gtantor's bahalf may. but shell not be l1Iqufred to, lake any action Ihal Lendor d.oms aP\iroprlate. My amOlJllllhe' lender
expends in so doing WIll beer Inlatast ol1he rate pmv1ded for In the Note ftci11the dete Incurred or paid by lendBt lo the dete of repayment by Granlot.
All such expanses. at Lender's option, wm (0) be p.yable on demand, (b) b. added to the balance of the NotS and be epportloned among .nd be
payable with any installment payments to bacome due dUllng .Ither (I) th. term of Boy appIIcabI. in.urance policy or (II) 1118 remaining tenn olth.
Note, or (c) ba treated os. balloon payment which w1II D. duo and payable olthe Note'. maturitlj. this AssIgnment also '/1m...... p.,yman\ ol1hese
amounts. Th. rights provided for In IhIs paragraph shall b. In addlUon to any other rights or any remedies to which Lender may be entIUed on account
of 1he defaull My such action by lender sheU not b. construed as cutlng the default .0 os to bar lend.,!tom an~rainedy that II otherwise would
h.ve had. -~IIPMI F I I
DEFAULT. Each 01 the following, at the option 01 Lender, shall consll\ut. an oven. of delault ('Event of D.faull"j undo ~t~lgnment lTAl R - C [
Default an Indebtadn.... Falura of Granlotlo make any payment when du.on Iha Indabledness. 'DE C 2 2 2U09
Camplfanc. Da/aUIL . F.,1ure of GranlOr lo comply with any oth.r tenn, obligatIon. covenant or condlUon conlained in this Assignment, the Note or
in any 01111. RalatBd Documents. '
DalaultlnF.vor 01 Third Parttes. Should _er or any Granlar def'ult und.r srry loan, axtansion of cracfll, sacur1ly 'QIlIBman~ purchas. or
saIEis .greemenL or any othat agreSment, In favor of any other credilot or person that m.y mate~ly.lIIIecI any ot~~e1."-,1!!1P.erty .!If
Sormwilr's or any Grantofs .WIly 10 repay th. loans or perform thalt respacUve obngelfon. under this Assignment or any of !he lleIalEiCl
Oocumenla.
False Statements. Any warranty, represenlation or slatem.n! made or furnished to lander by or an behalf of Grantor under this Assignment, the
Nola Or !he ReI.ted Documents is false or mIsleading In arrj malerill raspact. either now or at the time mad. or furi1ished.
Defective CollaterallzatiDtL This Assignmsnl or any of the Rel.tad Documents ...... to be in full farce and affect (Including fallum of any
'" ...~,,,....,, _.,.~,..".., ..~ ,.~ .._""_,_,, ..... .". .,._ o. ...... ,~.. .... ...., M............. ."......, .... .. ,........ .._.n............,. " .. ",,,,,,. ... ""-..
.",,""'1.
I
- - 07;24-2000
Loan No 5053050411
-
ASSIGNMENT OF RENTS I
(Co~tinued)
PRE.SUBMITTAL REC'&ge 3,
ni='r l) 'l ?nnq
collateral documanl!llo create a valid and perfected security interest or lien) at any Ume and far any reason.
, ,
Other Defaults. Failure of Grantor to I:omply. with 'any tenn, obligation.. covenant, or condiUan contained In any .other agreement between Grantor
and Lender. I
Insolvency. The dissolution or tennl~aUon of Grantors exlslenca as a going business, tha ilsolvency of Grantor,' the appolnlment of a racelver for
any part 01 Grantors proparty, any assignment for the benem of creditors, any type of creditor WOrkout. or the commencement of any proceeding
""der any bankruptcy or insolvency lews by or against Gran1or. -
Foreclosure, Forfelture, ete. Commencement of foreclosure or forfeiture proceedings, whether by jUdlciel proceildlng, self.help. repossession or
any other method, by eny creditor of Grentor or by any govemmental agency agslnst any of the Property.' However, thl. subsecllon ,heD nol apply
in the event 01 a good faith dlsputS by Grenier as to the vaUdlty or r.esonableness 01 the claim which is the basi. or fI1e roreclosure or fcre/elture
proceeding, provided thai Grantor gives Lender written notice,ol such claim and fumlshes reserves or a surety bOnd lor the claim saUsfectory to
Lender, '
Events AfIecl1ng Guarantor. Any of tha preceding events occu", with respect to any Guaranler 01 any 01 the Indebtedness or any Guarantor dies
or beccmes Incompetent, or revokes or disputes llie validity 01, or lIabWty under, any Guaranty of the Indebtednes; Lender, al itS cpIIcn, may, but
shall not be required to, pannil the Guarantor's estate to essume uncondiUonally the obUgstbns arising under the guaranty In a mannar satisfactory
to Lender. and, In doing so, oure the Event of DefeulL
Adv",,", Change. A meterial adver.le change occurs In Grantor's financial condiIjon, or Lender believes the prospect 01 peyment or parfonnance
of the Indablednll5S Is impaired.
Insecurity. Lender In good laiih deems itsell insecure. ,
ExlsUng Indeb1edness. A default shall cccur under any ExisUng Indabledness or under any Insirumenl on the Property securing any EJciSting
Indebtedness, or ccmmancement of eny suit or other ectlon to foreclose any existlng lien on the Property, " ..
- l - ,._.,
Righi to Cure. If such a failure is cwable and if Grantor hes no! been' given a nollee cI a breach of the same provlslon of this ~menl within
the precedilig twelve (12) -months, II mtrf be cured (end no Ev.nt of Defauti will lieiIa acctirred) J -Grantor, after l.Si1d.i sendS written nDlles
demanding cure of such failure: (a) cures the failure within fifteen (IS) days: or (b) if the cure requires more than fifteen (15) days, immedlalely
inWates staps sufficient 10 cure the faDura and.'thereafter continues and completes eD rBasonable'and neceSsary steps sufffclant to produce
complIance as socn as reasonably precllcal. :
RIGHTS AND REMEDIES-ON DEFAULT.' Upon the occurrence of any Event olllefeult and el any lime thereefter;,Lender may exercise ,any one or .
more of the fcIIcwlng rights and remedlas, In addllion Ie any.oIher rights or remedies provlded by law: '
Accelerate Indebtedness. Lender shell hawlherighl at its opUon withoui nollce to Grantor 10 declare the enUre Indebtedness Immediately due
and payable, Including any prepayment penally Y.!1ich Granier would be required Ie pay.
.. . ~
CoDecl RenIs. LendersheB hava the right, _ notlce 10 Granier, Ie take .__;_, 011l1a Property and collect the RenlS, including amounts
past due and unpaid, and apply Ihli net proceeds, over' and ebova Lender's cosIs, agatnsllhe Indebtedness. In ,funherance of this right, Lender
lIheD have all the rI!lhts pravtded Icr iii the Lender's .Righlto Collect SeclIon, above. II fI1e Ranis ere collected by,Lender, then Granter Irrevocably
<fBsIgnales Leniler as Granlor'. ,..,", , 'rHar:110 _e Insbumants rscelved in paymerllthereollnlhe nema,ofGrartlOr and to negolIete fI1e
same and cc11ei:t the proceeds. PayinSntS by tenants or other us"", to Lender In ..,.,...,_ 10 Lsnder. demerid shall .alisfy the obIlgallcns fer
which Ihe .",.._,~ are made, whelher or no! any proper grounds for the demand existed. Lander may axwse lis rigllls under this
SlJbperagraph either In parson, by agent, or through a recelver. : .
, . . i1' .
AppcInI-.r.' Lender shall have the righllD haw e reCeiver appointad 10 take possesslDn of all or any part Of Ihe Property, with the power to
prctecl and ~ _, ,_ Ihe Property, 10 operete the Property preceding fcreclosura or sale, ami 10 coIlac\ the RantS frnm Uie PlopertY and epply Ihe
procaads, ever and abrlv8 the oost cI the racelvership, agalnsl the lndebIedJiess. Th8 rScelvSr maY serve Without bond II permUted by law.
Lendafs rlghI to the eppofrt1ment 01 a receiver shall exlsI Y.!1ether or notlhe-epjlarenlva!lle 01 the Property 'axceed.-the indebtedneSS by e
substantial amount Employment by Lender sheD nOl dIsqualify e person from seNlng as a receiver. ~
Othar RemlldJes. Lender shaU have ell other rights and ramedtes provided In Ihfs Assignmant or the Nate or by law.
'. . I ' -
Waillei'; SllClIon 01 Remedies. A waiver by any perty of e breach of a prcvlslon oflhls Assignment shaiI not conalilule a waiVer of or prejudice
the party's rights othlllWlsa 10 demand sllICt compliance wIlh that provision or any other PllMsion. EIeclloi1 by linder 10 """"" any rilmedY shall
not _ pursuft of any oll1er remedy, imd an i>lecIIcil- to'make ..~ or tBIai acl!ori'lO p"rfomi an ',obIlgaIIcn of GrantOr under this
Assignment after failure of Grantor 10 perlenn shall no1 affect Lender's right to declare a default and exercise its remedies under this Asslgnmant.
. I
Altomeys' Fees; Expenses. If Lender mslitutes any sUll or sellon to enforce any c1the Isnns 01 this AssIgnmen~ Lender shaD be entitled Ie
recover such sum es the court mtrf adjudge reasonable aa etlameyo' faas at1rfal and on any appeal Whalhar or not eny court ectlon Is Involved.
all reasoneble axpanses Incurred by Lender thet.in Lenders opinion are necessmy at any time lor Ihe protection of its Interest or the anlorcemant
of its rights lIhall became a pert 01 the Indebtadness payable on demand and shall bear Interest from the dete of expenditure until repaid althe
rate pmvIded for In Ihe Note. Expert.es covered by this paregraph include, wllhcut IImiIatiln, however subject to any limits under applicable law,
Lender's etlomays' fees and Lender's legsI expenoes whather or nolthere Is a Iewsut, including ellameys'ilees fcrbankruplcy proceedings
(Including _ to modify or vacele any sutomelic slay or injunction), appeals and any anticipated past-judgmerit oollecllcil services, lI1e cost 01
searching records, obtaining UDe reports (Including foreclOSure reports), surveyors' repor'Is, and appraisal lees,: end DUe Insurance, to fI1e extant
pe_ by appilcable law. Granier a1eo will paY,eny court costs, In addition to all other sums provfded by law.
MISCELLANEOUS PROVISIONS. The fallowing miscellaneous provfsions are a part of this Assignment
Amendments, this AssIgnment, together wllh eny Relaled Documants, constilUtes the antire understanding end egreement of tho partles as 10
the mat!el1lsel forth In this AssIgnmenL No alterallcn of or emandmentlo this Assigmnant ,hall beeffecUve unless given In writing end signed by
the party oqiartles soughlto be charged erbOund by the alteral!an or ~,,_.";'.~,-'
AppUcable Law. This Assignment has been deflverecf Ie Lender and accepted by Lendar In the -Slate o/Oregon. This Asslgnmenl shaU
be governed by and conswed In accordance with the laWs 01 the Slate 01 Oregon. .
Multiple Pert/as; COrporals Authority. All obligations of Grantor under this AssIgnment shall be Joint and several, and all ralerencss 10 Grantor
sheD mean each and e1l91Y Grantor. This means theleach of the persons slgnlng below Is responsible lor all abilgaUons In this AsslgnmenL
"No McdtUceUon. Grantor shall not enter IrtIO any .......~.l wllh the holder cI any mortgage, deed of truSl or other .ecurity egreement whIch
has priority over this Assignment by which that sgreement I. modified, amended, extended, or renewed without the prfor wtitlan consent 01
Lender. Grantor shell neither raques1 nor eccepl any future advances under any such security agreement wllhcul the prior written consent of
Lender.
Saverablll\y'. It a court 01 campetentlurisdlcllcn IInde any prcvlsiJn of this Asslgnmanl to be invalid or unenforceable as 10 any person or
.. ,.." " ....~,. ... ""I".~ .. ..... .j". I.,,~" "" .j " . ".. ." ..
,
07-24-2000
Loan No 5053050411 .
I
ASSIGNMENT OF RENTS ..
(Continued)
Page 4
circumstancs,"such fmdlng shall not r~nder Ihat provision Invalid or unenforceable as to any other persons ar circumstancBS. If feasible: any such
anondlng provision shall be deemed Ie be modified Ie be wiUtin !he "mils of enforceability or validity; however, n !he aflending provision cannot be
so modlfled, It shall be smcken and all oll1er provisions of U1is Asslgnmonlln all other respects shall remain valid end enforceable.
Successors and Assigns. Subject to 1110 lImilanons slaled in this Asslgnmonton cransler of Grantor's Interos!, !his Assignment shan ba binding
upon and Inuro to the benefit of lI1e parties, Utelr successers and assigns. If ownarshlp of !he Property becomes vesled in a person other Ihan
Grantor, Lander, without nonce to.Grnnlor, may deal with Grantor's successors willi reference te this Assignment and lI1elndebledness by wey or
forbearance er extension without releasing Granter from lI1e obligations of this Assignment or liability under lI1e indabledness.
Time Is 01 the Essence. TIme Is olUte essence in the per1onnanoe of this Assignment
Waiver of Homeslead ExempUon. Granfllr hereby releases and waives ail rights and benefils 01 the homesteed exemption laws 01 the Slale of
Oregon as to ail Indebtedness secured by this Assignment
Waivers and Consents. tender shaII not be deemed tc have waived any rights under Ihls Assignmenl (or under the Related Doouments) unless
such waiver is In writing end signed by Lander, No delay or omission on the pert ol Lander In axarcIslng anY,right shaII operate as a waiver of
. su"" right or any other right A waiver by any perty of a proVision of Ihis AsSignment shali nol conslitula a waiver of or prajudlce !he party's rlghl
olharwlse tc demand alrfcl campliance wilh that provision or any other provision. Ne prlor waiver by Lander, nor any caurse of deallng between
Lender and Grantor, shall aanslilute a waiver of any of Lander's rights or any of Grantor's obllgaUons as Ie any future transaclions. Whenever
consent by Lander Is required in Ihis Assignment the granting of such consent by Lander In any instance shaD not ccnstilulB contlnulng cansent ID
subsequent instaru:as where such consent is required.
GRANTOR ACKNOWLEDGES HAVING READ ALL'THE PROVISIONS OF THIS ASSIGNMENT OF RENTS, AND GRANTOR AGREES TO ITS
lERMS.
GRANTOR:
:~73Y'
BiD Wellard, ExecuOve DIrector I",
CORPORATE ACKNOWLEDGMENT
=
STATE OF
Orp5r-
l"...t
\
ISS
..,.""..~~
, NCTARYPUBUC-OREGON
CllMMISSlOIl NO. S01988
'. MYCOIoIYISSlONEllPIIlESJUNE1Q,2mI1
COUNTY OF
On this 'Z,. '1 dey of '"S../ ~ 20~ beJore me, tha undersigned ,NOIaJY Publlc,pelSQ'1~ty ~PIleared BDI Wellard,
Exocullve Dlrectar 0' Menial Health lor Children, In.. dba The ChUd Center, and known ID me tc be en aL.,_~_ agent of lI1e COJpCratlon Ihat
executed the Asslgnment 01 Rents end acknowledged Ihe Assignment ID be Ihe free and vOluntary aot end deed 011118 COlJlCfatkln, by authorfty of Its
Bylaws or by roselullon oIiboatd 01 d1reclDrs, lor the uses and pulJlCSSS Ihanlin men_, and on oath stated thai he or she Is authorized Ie
execu~gn~d fectaxecutedtheAssfgnmentonbehaJfOllhe,cr...,~. . ~ rj
Bu' ~ "'7/"'.' Residing al .g:.r, "5 ,,! . Q'{ ,
NoIaIy ~bllC In and far ~e Stale 0' Or,<=:. JA. ~. My commission expires C lid J Z tIU I .
LASERPAO, ReCl. U.s. Pat." T.M. OIL, Var.128a M2DOOCAPRISelIrices,lr=, All r1ghll1l'8Served. t~'4E3.2DF3.28 M~AL.LNC1.OVlJ
. .... .
PRE.SUBMIlTAJ. Rtc'D
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Exhibit" A' aunched 10 thot soid DEED Of' TRUST and ASSIGNMENT OF RENTS dated 7/24/00_
Exhibit "A"
Beginni~ at a point 24 feet North of the corner of sections 1.9, 20, 29, and 30, Township
17 Soutti, Range 2 West of the WilIamette Meridian and running thence S04th 25030'
West, \9\.7 feet to the left bank of the McKenzie River; thence North 700 40' East, 90
feet to the meander comer ofthe left bank of the McKenzie River between sections 29
and 30, :ofthe same Township and Range; thence North 700 East 349.8 feet to the
meander corner between Sections 20 and 29, on the left bank of the McKenzie River;
thence along the meander line of the left bank of the McKenzie River, North 520 30' East,
96.6 feet; thence North 520 30' East, 96.6 feet; thence North 330 East, 44.3 feet; thence
North 80 East, 317,\ feet; thence North 860 11' West, 132.8 feet; thence North 450 37!
West; 16\.0 feet t center of the County Road; thence South 610 West along the center of
the County Road, 84.8 feet; thence South 290 42' East, 74.1 feet; thence South 250 30'
West, 453.8 feet to the Place of Beginning, !
Me~tal Health for Children, Inc. 2.7ld Center
B}r. A/ &/d-L .
Bill Wellard, Executive Director
Date: lul" 24. 2000
::!
PRE.SUBMITTAl REC'O
DEe 2 2 2009
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SPRINGFIELD UIU.rrv BOARD
RlGIIT "()F-W A Y EASEMENT
KNOW ALL MEN BY THESE PRESENTS, that the undmigned, MENTAL HEALTH FOR
CHILDREN, for a good iIlld valuable considel'1ltJoll, of the paymenl of the sum of SO_DO, the receipt
wh=of is hereby acknoWledged, does hereby grant unlO the City of Springfield, a municipal
corpol'1ltioo, aeting by and through it's SPRINGFIELD UTILITY BOARD, and unto its succ,essors and
assigns, the righl 10 enter upon the lands of the undmigned silUated in the City of Springfield, State of
Oregon, and more particularly described as follows:
Beginning at a poinl24_0 reeiNorth ofilie comereommon to Sections 19, 20,29 and JO in Township 17
South R.ange 2 west of ilie WilI...e.e Meridian, in Lane County, Oregon, lUn thence North 25" JO" East
453.80 feet to a poio~ said poinl being referenced by a 5/8" iron rod, thence NortJi 29' 42' Wes127.J3
feet (0 11 point on the Easterly right of way line ofMarcoJD Road, said point being referenced by S/8" iron
rod, thence run South 60' 22' 24" West along the Easterly right of way line of said Marcola .Road] I [1.7
feet to a point mllrked by a 5/8" iron rod found marking Engineers eeoterline station 30 plu. n57 P.T.
(and being 54.85 feet Easterly when measured at rightangles to the said centerline of Marco[a Road),
continuing a[oog saidrighl of way line South 60' 22' 24" West a distDnce of 112,3 [ feet 10 a point
mllrked by a 5/8" iren rod set at a poiol51.72 feet Easter[y (when measured at righlangles to the
centerline of said M.u1:ola Roed) of Engineers centerline station 29 plus 00 P.O.C.. thence along the arc
nfacurve [eft (the chord of which bear.; South 55' 16' 5S" West [95.23 feet) to a point marked by. 5/8"
iron rod (said pninl being 46.51 feet Easterly of (wben measured al right angles to the centerline of said
Marco[. Road) al Engineers centerline statioo 27 plus 00 P.O.C., thence leaving the Easterly riiihl nf way
lineofsaid Marcola Road and run South 6' 57' SO" West 261.48 feet to a poinl marked by a 5/S"iron
rod, th=North 8S' IS' East 362.06 feel to a pointtltal bean 16239 feet South 25' 30' West nftlte
point nfbeginning, thence North 25' 3D' East [62.39 feel to tlte poinl of beginning. in Lane Coonly.
Oregon.
Also known as: Tax Map #17-<12-30-00, Tax Lot #00100
Does bereby grant Springfield Utility Board an Cllsement beginning at the North East comer oftlte above
described property where it meets the Easterly right of way line of Marcola Road; thence South 2'1' 42'
East 27.33 fee~ thence Soulh 60" 22' 24" West 10 feet; thonce North 29' 42' West 27,33 fee~ thence
North 60' 22' 24" East 10 feet to the poiillofbeginning. .
ADd to place, _"~___~ operate, repair,_ maintain, relocate, and replece therein' an overluiad electric
diStributinn and tel___--JcatioD lines, ineluding poles, guy wires, vaults, lnu1Sfonners,' and other
=CSllUIY !bcIliUes, to remove and replaee fences and lawns to the exlent necCSllUlY to, eoastnlct,
maintain, aad protect said lines, In cot and trim trees and sluubbery, and to lrim and remo.. all dead,
weak, leaning. or dluJgerous _ehes or entire lrces thai aie high enough to strike wi.... No part of any
building or ,_~_ stIUclule will be placed upon this easement, ntlter titan aspbaltie pavernen~ curbs,
sidewalks, and driveway aprons.
Tho undetsigned covenants that they are the ow.... nf the above-<!cscnbed property and that such
property is free ind n!ear of encumlmmces and liens ofwbatsoover eh....ter.
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WUUom Wellard, AutII_ Rep""enlative fnr
Meulal Henlth For ChiJdreD -
Date
PRE,SUBMITTAL REC'O
DEe 2 22009 "
STATE OF OREGON )
) ...
County ofLano }
Bll IT REMEMBERED, That an, this .tf::'day of~A1'I~002, hefon: IDe, tlte undersigned, a
Notary Publie in and for said County and SIlIIe, personally appeared the within named .
wn.LIAM WELLARD. AUTHORIZED .....,."...,..,..ATlVE FOR MENTAL HEALTH FOR
gm.DREII! know to me to be the identicai lndividuai descn'bed io and wbo execoted,tlte within
instnlmenl and acknowledged to me that she executed tlto same !Rely and voluntarily.
IN TESTIMONY WHEREOF, I bave ben:unto set my hand and affixed my official ,eal tlte day and year
last aboYl ..':iil-v .R.~ ,: _ nI , n~...",.., ) ,
I'. f"\.~~~ON ~ y~ fAJfVJ/OV .
~~~; .: .' -,:,.J$ON Notary Public tor Oregon
. CffICH.>W'~iio:I Mycommissiooexpires: 0\ -~5'-o3
!ANIlRALEE~1 ~/,I... ~
~~ ~L. \h.. .
loft COMMISSION EXPIRES FBl2S.llm Robart C. Linabarz, P_E.
Electric C t" ........:..:..,.3 Director
Pi.... = 10: SUB. 1001 Main S.... Sorinafiold. OR 97477 AIIll: Toov T'lbot