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Home My WebLink AboutApplication APPLICANT 1/21/2010 , iCity of Springfield Development Services DepartmelJl: 225 Fifth Street Springfield, OR 97477 ., Site Plan Review . .. '. . Applicant Name: ~\ _ UI~~:t::::1"'or? . (\..U( "N71:aJ. ~(_ Phone: Icompanv: -Il.l.t:;:"""" fLUI G r ":;'["\"r17"l'7_ Fax: 1~~d..r~S~:,. "-s~,c\'5:: ,~t?~\,~..-rrD,.~. ~e:""?"';":, i>"'T> .~" ,",,, ..'~ _. ,., Applicant's Rep.: () ,''''''':;::- ~~T?~ J Phone: r~4.", In\n I \companv: -1t2;G ~12-r.}'~,"~""",,~- ~ .~ ";l'I'\Iii!fZ~ /=.\r. ,Fax: i;i-7 - Oh7~ I \~~~r~s~~. J~~- ~~..~~I!~,f'r';;::":;'):(:-\; l::iY.Y=i};ll--: (tt~ ,. ,~-, . J Property Owner: .Companv: Address: ~.'Z ~ ~(...\('r-..,.^)'\ r&/"'C", Phone: Fax: _,_"", ~,"L ."':C.,.:.",," ~___. -' - '.:-...----:-:---;;,..;;1.~ '" -'_~',..,,~ ."."-h':''''' ,<.......~., ,",,;;. ,~_".,,,,,,,,,~,,"".'"_'.!""""~' ....'"'.... """,'.'~;,I"'_~'~.," '~.. ,-,--" -:"> '"-,,,' ;;'-1. ".. '_'.-,e..t,,' <-.,; -.-,. '," 17-Gl---z.o-dJ \ - ,1!lO ASSESSOR'S MAP NO: \....-n7.-"2..,,-,-,.y) TAX LOT NO(S): - l/C)<> t '7lJ0 Property Address: ~q-==- "'A.A{l(.nl.^--, t?~, c..\?'~'.c-~lZ'.:"'"' ~ ISize of PropertY: . 4:.q- _' Acres ~ Square Feet' 0 \ Proposed Name of.project: -r-~ (\,\:I\P (~~= ,0.'" ....,,". ',,~ '".'. ' .", "'_'-'. , __'.:.,.. ,. _"" ,_,. ~,_ ""',' ~"_~,, -..... .~.. .,. 0, __ ,__ _., ~".,,' -,__ ,..... ~,., ,.-,-., -<- .--"., -",. '-.'. ~ I." .".',~ ,,"--; - ...., _-':'~ ~""" .""", '.....", ;', -",.' 3', . \DescriPtion of If you are filling in this form by hand, please attach your proposal description to this applicatiOn. Proposal: r:_~_ ~\ ........~. v.-:-' C ""'--:\'71J'A'g:{^v-r- C ~~ I Existing Use: f.1 ~t?,..., / 'Pt:>l"l= ,.;:- L"I" \..\.in", - '. I New Impervious su;fa~el Coverage (Including Bldg. Gross Floor Area): 1'37! rIA \ · sf Si natures: Please si nand rint our name and date in the a ro riate box on the next '.' '61-~ 1r."""'-"- \-'> Associated Applications: Signs: f-2,.j{.( Wl.flJ'-rtA \pre-sub Case No.: PI"G 2ol:Pt ~~2. Date: . "",,'.>w', Reviewed b'/: Icase No.: 0 QC 2010 ,- 6?Sb~~ Date: ';7~1 (fo Reviewed bV: .~ \APPlicationF~e: ~ "liI ,C;Sc;...,f5C ITechnical Fe~: $ 121'. Cfo !postage Fee: $ )c..~ ,.I!~ol.~S!~~~~~~,~:~~ i~;.:i~"ii,":'r~".~.-;~?,~;~' "~,,___'._;~!i',;:;,,.' ,^-'-..~~'~.J'.';.'/' ,.'...-"~;__.,,,.,,~ ..'>C>. i..,- .+.:,~",~,~._~;~_"j;:':~,.:,,"~-::,_,"'~'____'--"" ."i.,C,"" .,-.,~~ >.".".~'<-,~.;;".; T ,.' _'T."-"" '. ",---,..,.,'" .",' t JAN 21 2010 TOTAL FEES: $ -:;:-;......;.,'; -, ..~,~,.~-",:">!;:-'c;;,'~:.:~;".,;"':';"?.!.'":'::_;::C':,.-';-"-':"'.i'" . "'1 . Ie:; ,4Lfc;: 0.:> '_"'-,":;~";~~_,) ;.,.:.- :,'''';_'';;~~'-i.;_.''''-:-.'/;:~'.'''''~ '_-~':"*'5"";': Revised 11/19/09 1 of 10 Orh:n~' ~'lbrr:'lt'''' "':.;JI 'u;\...,....lo- ,) -.c.i._ Owne.r 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 signatur~will not be accepted. .. . Pre-Submittal " )....;. The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. Iftheapplicant is not the owner, the owner hereby grants permission for the appli,~ant to act in his/her behalf, ljwe do hereby acknowledge that ljwe are legally responsible for all statutory . . timelines, information, requests and requirements conv~yed to my representative, Owner: Signature Print Qate: -. ....-' ." . Submittal '1l,\!;:i. I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this applicatiqn at the Pre-Submittal' Meeting, I affirm the'!D?kry,atian identified by the City as necessary for processing,the application is provided herein or the inform~.!i9n>will not be provided if not otherwise contained within the submittal; and the City may begin proceSSing the.app..IJcation with the information as submitted. This statement serves as written notice pursuant to the requirements'of ORS 227.178 pertaining to a complete Owner: apPlicati~ /? - / A ~V iff' /~ u/~~ DatJ~iI'.'/ -cA/-/O Signature . /3,'// Print LJ e. /Ia {' ,p -.- , '. . \, Revised 11/19/09 Date Received: JAN i 12010 'Original Submittal 2 of 10 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone Job/Journal Number DRC20 I 0.00004 DRC20 I 0.00004 DRC20 I 0.00004 Payments: Ty!>c of Payment Check cRcccinlJ RECEIPT #: Description CTY Site Plan Review + 5% Technology Fee Postage Fee Type \I . $160 Paid By THE CHILD CENTER 8j~~F;_ Wii:. C: lf Springfield Official Receipt Development Services Department Publie Works Department 2201000000000000057 1 :58:48PM Date: 01/21/2010 Item Totat: Checl< Number Authorization Received By Batch Number Number How Received Amount Due 14,558.00 727.90 160.00 $15,445.9U Amount Paid Ij $15,445.90 $15,445,9U 28176 In Person Payment Total: ':e:-;i " Date Received: JAN 21 2010 Original submittal Page I of I 1/21/2010 LETTER OF TRANSMITTAL TO: D Bill Wellard, The Child Center [8J Andy Limbird, City of Springfield D D D D D D D D D D COPIES 1 1 1 (' 1 1 1 1 1 18 DATE 01.21.10 01.21.10 12.01.09 01.12.10 12.05.09 12.01.09 TBG ARCHITECTS & PLANNERS/INC 132 East Broadway, Suite-20a Eugene, Oregon 97401 Tel, 541.687-1010 Fa" 541.687.0625 tbe{@too-arch.com JOBN": PROJECT: 200621 The Child Center New Outpatient/Office Building DATE: January 21,2010 FROM: Quince Sterry VIA: D Mail D Courier D Pick.up [8J Hand.Delivered D Other DESCRIPTION Site Plan Review Application/Checklist Written Statement 8.1/2 x 11 Sile Plan Declaration of Restrictions Ti~le Report and Deed Geotechnical Investigation and Engineering Services Report Stormwater Management Plan and Drainage Study Site Lighting Specifications Drawings'. Site Plan Review o Approved as Submitted o Approved as Noted o Returned with Comments o Rejected o Resubmit for Approval o As Reguested ,. -'C . .) THESE ITEMS ARE TRANSMITTED AS CHECKED BElOW OR OTHERWISE NOTED o For Approval o For Your Use ~ For Review and Comment o Submit for Distribution o Returned After Loan o As Indicated Below REMARKS: ., Date Received: JAN 2.1 2010 Original submittal If enclosures are not as noted, kindly notify us at once. ! I ! i '. ! . ''--'-''-''-~--'--''-f '...... -.-..,," . : _____ _YIO , =.....". I ,.:ce5lOl.OO!lI . .................... , - ! -~i ! ! ! i ! ! i I ! J ;, ! ,) ,I .,;f' ./ ./ ,/: /./..-A'" SITE AREA CALCULATIONS ._,- =,,~""'IDla:"""_M-= () .r' ---==1If -. ""'""~ _m_ ~-- m_~ ~~ ~- '. "U1 ______..L. f /1 / : ,.. ! ! ! l'~ ! Ilh ! ! i i ! ! 1..----..-..--' -, f:.:,'~;;:"'"",MAI'''.oI'''''' ~':~':'i'DO""'''-><><<I ..-"-- . ~.-"~,,,,,, ./ ...~-'" ./ Q:~~:PLAN GENERAL NOTES ~ llA.Pt<QlO';'''~''--'' -~- -- ;:::"rcrNl ~~ / / :;...- / !~______../ ////Date Received: -..-..-------------..----.-- /--./" ; ""-"""".....".".""--",,.......,....>........... . IWAttll'~IDII<lDIl"'lD>ll.~Q'M =.- .....!ll.Cm'...........~ s.1'<l!l>\'1>ttl'llMlltlo'Ol-""""'IDl<I:II:ll1I.GMU:5INrf """"-__.ft,.",...,......,, ....n......'..,........_ JAN 2 .1 2010 Original Submittal ~ --- _-.<I"':" ----...... --- '''.m :~~ ",on m_ ~ --- ",__tu_ ",.............""" =; 1l7IJl,...o:uo__ UfT_ ..."'... ,,~lD"~ "~rom... =::~===:":;:-=... ""..'~,..,._ ".n' """,or -~....,.,...,,' -.......""...... .- ,~.'" = >.'" TBG AI!CHITEQS& PLANNERS/INC '''E''~::~;:' .....~o.."..~''''\ "",,,,.,.,. '''fl''!'''-<l~' ~ ~ l.U I- Z Wu Uif. z C~ 'I'" ..u~ -o!z r::: :1:2 u ~ U~~ 6 r- I al:2 :( u ~" UJ :sO u.lI I 89' .,.< I- a;:li: ....r-< ~~ I-z...; ^- LLJ....... m"" ~ci ~'31 SITE PLAN ~.. ~.. ~.. ~.. ~.. ~.. ~.. -. -.. .""",,,. -- "",o:!O ~" ~" , '" 1>111"'0' A1 _<ll,_~...~._.._... " The Child Center Site Plan Review Compliance Statemen~ L SUMMARY Original Submittal . A, Summarv of Reauest ," Date Received: JAN 2.1 2010 This request is for Site pIan Review approval fora new ~ingle-story outpatient/assessment building with associated site improvements to The Child Center located at 3995 Marcola Road in Springfield, oregon. The proposed new office building is about 5,151 square feet in size and will be located near the existing office buildings on.the site. The Site Plan Review application includes information for the entire development site, although the focus of the ~equest is for proposed changes to the existing facility and grounds. The propo~ed new buildingwill shift where services are provided on the site and improve th!'quality of office space, The proposed new building is not intended to accommodate additionaL staff butto I . provide a better environment for counseling and asses9ment of youth', The proposed new building and other site improvements will als9 not increase the number of children that will be served on The Child Center campus. B~ Proiect Obiectives Operating since 1971, The Child Center provides a unidue, valuable service to . families in Lane County. The proposed site plan primarily addresses the fOllowing objectives: . 1, Enhance thequalitY'of serVices by improving th~ office space used for counseling and assessment activities. 2. Improve the safety of the site's access and on-s!tecirculation for,busses, motorists, bicyclists and pedestrians. 0::,' In response to suggestions from EWEB and City of SpriQgfield staff, the project also incorporates relocating the lower parking area to a higher elevation and greater distance from the river, The existing lower parking are~ is very <;Iose to a major source of drinking waterfor EWEB, The proposed proj~ct will retain the eXisting unimproved gravel area for emergency vehicles but will! not be used on a regular, daily basis by the Child Center. Relocating the parking area requires a substantial capital investment by the Child Center and is dependenton"! successful fundraising campaign, Relocating the parking area will reduce the potential negative environmental impacts on water quality and riparian ve,getation. . ! <)rli~;(~;COiTip,1ny'. 29.11 Tennyson Avenue, Suite.j400 . Eugene, Oregon 97408 www.erlj~.co,m . Phone '~54i-3"44'-5500 Fax"541-485-2550 . mail.arlie.com "'" , ~e, r~,"," ~ , Date Receiveo, lAN 2" 1?OlO Ofl~in,;;i submittal , C. Overview of The Child Center Services The Child Center is a community-based private non-profit agency that has served the Lane County region since 1971. The Child Center provides a continuum of . psychiatric and special education programs to children with severe emotional and mental disorders. Day treatment services include therapeutic and' special education programs that' pro\!i~e "khort-term, intensive, or school-based assistance" to children ages 3 to ;12. Day treatnient services are'provided on aohe-to-one basis or in small groups at The Child Center. The Child Center also provides individual or small group counseling at other locations including the child's home or school. This community- based out-patient program focuses on children betwee~ the ages of 3 and 18 with emotional, behavioral and mental disorders. A crisis hotline is also maintained to provide a 24-hour response to a mental health emergel1cythatincludes a child. This hotline can. activate a mobile response team, a variety qf respite care options anda referral system that helps the child receive appropriate care. . . Over .the past few years; children are increasingly servei:! in area schools, Approximately 24 staff provideservices while working at area school sites. This shift in where services are provided has also resulted in a d~crease in the number of school busses transporting children to The Child. Center;. D. Overview of The Child Center Camous The Child Center is located on a generally terraced site pn Marcola Road near the Hayden Bridge Road intersection. The entire development site includes about 8.4 acres. The improved portion ofthecampusis'significaf)tly less and encompasses about 4.2 acres. The existing campus includes: OutpatienVoffice building - 784 square feet (toibe demolished) Older residence/office - 1,200 square feet . Maintenance building - 1,200 square feet Administration building -:- 4,717 square feet. Classroom building - 2,479 square feet Office/classroom building -3,611 square feet Modular office/classroom - 1,850 square feet Library - 1,200 square feet Currently, there is a gravel parking lot at the lower plateau primarily for staff, visitor parking spaces on the upper plateau, and overflow p'ar~ing 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 the Child Center . Compliance Statement January 21.2010 Page 2 of 9 ~':''':;. ,0, ~'. .... ", f.. " '" .'.tl ". ~t I"" buildings and site infrastructure are to remain except th'e older residence/l,200 square foot office building. II. SITE INFORMATION Location: The Child Center is located at 3995 Marcola Road, Springfield, Oregon near the Hayden Bridge Road intersectidn, (Refer to Vicinity Map, urider separate cover.) , Tax Lots: Lane County. records iaentifythe site ~s Larie Courity Assessor's Map 17-02.20,00, Tax Lot 700 and 17"02,3()..()Q, Tax Lots 100 and 200. (Refer to Composite Assessor's Map under separate cover,) Le,,-al Descriotion: (Refer to Legal Description u1'lder separate cover.) Acreaf!e:, The Child Center's entire development site is about 8.4 acres according to the County Assessment and Taxatiqn records, The P9rtion of the site with improvements consists of about,4.2 acres. The area affected by the proposed development is only about 1,9 acres. i Address: 3995 Marcpla Road, Springfield, Oreg~>n 9.7477 Ownershio: The site is owned by Mental Health for Children (The Child Center), (Refer to the Deed and P~eliminary Title Report under separate cover.) . Surroundin~ Lana Uses / Access: " ,_ i - " The site is located at the edge of the Springfieid;Urban Growth Boundary on the south side of Marcola Road. On the north side of the site, across Marcola Road, is property used for industrial activity, Onithe east-side oftre property . is open space with the McKenzie River about 50 feet away. The McKenzie River provides the site with a natural scenic border along thisporticin of the' . . . , . property, In general, the site is fairly secluaed w,ith no development immediately adjacent to the site. The primary access to the site is via Marcola Road. (Refer to Photographs of Site & Vicinity u\lder separate cover,) Plan Land Use Desil1:nation: , .' 1\' The subject property was annexed to the City of springfield iri'January of . 1975. At that time the property wasde~ignatedpn the Metropolitan Area General Plan as Parks and Open Space. As of April 1, 2000, the Metro Plan Diagram continued to' designate the subject property as Parks and Open Space. Perhaps in an effort 1.0 resolve the potential conflict between the Metro Plan designation and Ibcal zoning ordue to a mapping error, the Metro Plan Diagram dated ApriJ" 4,2004 designated th~ subject property as Heavy Industrial. The Metro Plan Diagram currently designates the subject property as Heavy Industrial. '. I Date Received: The Child Center Compliance Statement January.21,2010 JAN 2.1 2010 Page 3 of 9 Original Submittal ;\"txe ' '~~..;< ~ 1te Received: '.:" ' JAN 2 12010 ". ;,:';"'al Submittal Zoning: The site is zoned Pu.blic Land & Open Space. Property to the north is zoned either HeaVy Industrial or Public Land & O'pen Space. A narrow strip of land to the west, south of Marcola Road is zoned Heavy Industrial. Property to I . - . . the south is outside the Springfield Urban Growt~ Boundary and governed by County zoning regulations. (Refer to Zoning Map!under separate cover.) L III. BACKGROUND OF THE SITE In March of 2004, The Child Center initiated a zone cha:nge application for the subject property to bring the zoning into compliancewit,h the Metro Plan designation and to make the uses consistent with the zoning. (Refe:r to City case no. ZON2004- 00005.) On May 18, 2004, the Springfield Planning Commission approved the requested change in zoning from HI Heavy Industrial to PLO Public Land and Open Spaca . " According to the Final Order approved by the Springfield Planning Commission, the zone change, would bring the property in conformity wit~ the Metro Plan designation of Parks &Open Space, In addition, the PLO zoning "would permit private, not-for- profit schools and treatment facilities, therefore alleviating the non-conforming status", The Final Order 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 facil\ty. i IV. SITE PLAN REViEw APPROVAL CRITERIA The Director shall approve or approve with conditions: a Type /I Site Plan Review application upon determining that approval criteria A. through Eo, below have been satisfied. If conditionscannotjbe attaghed to satisfy the approval criteria; the Director shall deny the app'lication. Decisions approving an application, or approving with conditions shail be based on compliance with the following criteria in Springfield Deveiopment Code Section 5.17-125: , , A.. The zoning is consistent with the Metro Fj/an diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan.. . , . . ' The Metro Plan designates the subject site as Heavy Industrial. 'This land use designation is intended to provide land for businesses that will help diverse the economy'and thafoften have unique charac~eristiCs with special siting requirements. To provide consistency between the former plan designation of Parks and Open Space and local zoning, the Springfield Planning Commission approved a request from The Child Center to ch~nge the zoning from HI Heavy Industrial to PLO Public Land and Open Space. f,lccordingto Section 3.2-705, the PLO, zone is established to prOVide land for goyernment and educational uses. These include schools and treatment facilities. - , , 1 The Child Cente,," . Compliance Statement January 21. 2010 ~ . Page 4 of9 ~-~ ,0, ~..Y " \...-.'" ,t', .~"::~ : i." There is no applicable City Refinement Plan,Pla\! District map, or Conceptual Developm~nt Plan for The Child Center.' . , B. Capacity requirements of public and ptiv?te facilities, including but not limited to, water and electricity; sanitary ~ewer and stormwater management facilities; and streets and traffic safety controls shali not be exceeded and the public improvements shall be available to serve the site at the time of development, unle{;s otherwise provided for by this code and otlJer applicable regulatio~s. The Public Works Director or a utility provider shall determine capaCity issues. The subject property is within the Springfield Urtian Growth Boundary and the City limits. It is currently served by the key urba8 services as prescribed in the Metro Plan except for stormWater facilities. Since there are no stormWater facilities available to the site, the project will include retaining, treating, and disposing of all.stormwateron site and thru the use of vegetated infiltration basins (rain gardens). C. The proposed development shall comply 'with all applicable public and private design .arid construction standarqscontalned in this Code and other applicable regulations,' . The Child Center is a non-profit organization est~blished in 19T1.and operating at the present site since 1974 when it purchased and occupied the former Town and Country Day School. Followingthe initial land acquisition, The Child Center purchased an adjoining lot to thesoutheast to expand the facility to.serve the growing volume .of students fileeding treatment services. Assessor!s Map 17-02-30-00, Lot f09remains Ondeveloped except for a single-family,dwelling rented to staff of The Child Center. The proposed changes to the site are limited to a small portion of the development site. Proposed new site improvements comply with applicable standards as further discussed below. Section 4.2-105 Public Streets i The proposed development does not trigger the reed to create or extend any new public streets. The.ChildCenter will continue to have direct accessto Marcola Road, a minor arterial street. The section of Marcola Road adjacent to The Child Center meets the standard street right-of-way and paving width dimensions. No additional public right-of-way oristreet improvements are needed. One existing curb cut/driveway on MarcoJa Road will be closed as part of the project The closed curb cut/driveway will be replaced with a s\andard curb, sidewalk and planting strip consistent with ttierest of the street frontage abutting the property on Marcola, Road. Date Received: The Child Center Compliance Statement JAN 2 1 2010 .,' January 21, 2010 Original Submittal Page 5 of 9 .t!!:~ -:.*-:t Date Receiv.....: i , j ~ ~'i JAN 2 12010 '. Section 42 - 120 Site Access ancJClti~\l~brhittal Currently there are two driveways on Marcola R~ad that serve The Child Center c~ampus. Both of the existing driveways '1re located at the northeast area of thecarnpus and each allow full. turning n)OVements. The centerline of each driveway is within about 50 feet and the edge of the pavement areas are within 30 feet. This driveway spacing is confusi~g to the motorist and does not,meet the spacirig standards for safe turning;movements,' Furthermore, the main driv'eway entrance has an unusual configuration immediately after' entering the,site. One existing driveway is on Assessor Map 17.02c20, Lot 700 and the second is on Asse!3sor Map 17-02-30, Tax L:ot 100. There is currently no pUl:Jlic access from Marcola Ro~d to Assessor Map 17-02-30, Tax Lot 200 located in the,southern portion of the campus. There"is also no public access from Marcola Road to Assessor Map 17-02-30, Lot 100. The proposed development retains two driveways to the site but significantly , erihances,the safety of the access and on"site circulation by increasing the distance between the two driveways 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,willprimarily serve as an additional access for emergency vehicles or occasional needs to do repair and maintenance on the buildings or grounds, In gen. eral, the driveway to the -. . - lower plateau will be barricaded and will not be available to the general public, According'to a publication titled, ITE Technical Committee TENC-l0S-01: 'School Site Planning, Design and Transportatioh, "Road user safety in and around school areas is a highlysensitive subject among the public, school offiCials, and local officials." The Institute ofTrarsportation Engineers,(ITE) recoghizedthis problem and established,a techrical committee to address it. One of the key factors the committee recommends is that access to a school campus should occur from more than one driveway; and major driveways should be carefully located to avoid left-turn 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 create an unsafe traffic condition and will be less confusing than the ,current situation to The Child Center patrons and .staff, i According tei Springfield Code.Section 4.2-120(A)(1), all developed lots shall have an approved access either directly to a. publiC street, a private street that connects to a public street, or through ari irrevpcable jointusejaccess easement. rhe Child Center campus includes t~ree developed lots. Two of these lots have frontage on Marcola Road and viill continue to have direct access to a public street. The third lot does not have direct access to the The Child Center Compliance Statement .:, . , . January 21, 2010 Page 6 of 9 ~, ~. ,to.-." , I; Date Received: JAN 2 .1 2010 ,street and thus requires eithepCl,priY'1te streetc<;mnection or CitAfilliffi\lgjWfmittal = an irrevocable joint use/access easement. Upon request by the City, the applicantwill submit an irreiLOcable joint use/access e<lsementfdr Tax Lot 100. The Code does not limit a developed lot to:one access. As described above, providing at leaSt two qriyeways tOg school is very importc:nt for safe ingress and egress. According to Table 4.2-2, the width of a 2-way driveway shall be a:minimum of 24 feet and a maximum of 35 feet. The Child Center driveways will be 35 feet, in width atthe property line to a~commodate bus turning movements. Each driveway has a tllroatdepth of 60 feet from the start of the driveway and at least 35 feet from the property line, exceeding the minimum standard. . t As stated previously, the two existing driveways servingThe Child Center are within 50 feet. According to Table 4.2-4, the O1inimum separation should be 200 feet. The centerline of the proposed new driveway locations "will be abollt 260 feet exceedil)g the minimum requirement a~dresulting:in a 9ignificantly safer environment.. . Sections 4.4-100 (8) 2and 4.2-140 Street Trees Currently, there is only one street tree along the entire section of Marcola Road adjacent to The Child Center developm'erit site. Previously, the City has approved alterations and additions to The Child Center without a requirement to install street trees. Due to significant changes in the parkingahd circulation on-site, the proposed development ini::ludes a substantial new landscape area next to Marcola Road. These improvements provide a logical basis.forThe Child Centerto concurrently install and maintain street trees. In . . - . .. "_. - ., "If areas impacted by the proposed project, The Child Center is proP9sing to plant nine (9) new street trees within the public dght-of-way. Due' to the extensive amount of street frontage and the practical and economic difficulties in providing maintenance, The Child Center is deferring further streettree planting uritilthe vacant portion of the site.isdeveloped. Nothing in the proposed plans will prevent or hinder additional street trees from being . ' r planted in the future. D, Parking areas and ingress-egress points have been designed to: facilitate vehicular traf(ic, bicycle and pedestrian safety to avoid congestion; provide'connectiyity within the development area and to adjacent residential areas, transit stops, neighborhood aC,tivity centers, and commercial, industrial and public areas; min'imize driveways on arterial and collectorstre~ts as specified in this Code or other applicable regulations and comply IYith the ODOT access management standards for State highways. . The proposed driveway locations and the overall 'site design will provide safe ingress and egress for all modes of transportation, Busses will enter the The Child Center Compliance Statement.. " , .January 21, 2010 Page 7 of9 .", i:@. ~~.\" , , campusfrom the western driveway and drop off,or pickup studentswithout any back-up or circuitous tUrning movements. Students enterihg or exiting the ... -. , ,. bus stop area have safe, clearly definedwalkways to an attractive outdoor open space and nearby buildings. Bicyclistsare'provided convenient,easy access.to covered bike' racksahd a network ofp!;destriCin paths to nearby bUildings. Pedestrian access will be provided primarily from the eastern driveway with a series of pedestrian paths proviqing on-site, circulation. , The Child Center'is not adjacent to a residential area, transit stop, neighborhood activity center, or other uses that wou'ld benefit with additional connectivitY to abutting properties: As stated above, the proposed changes to driveway locations on Marcola Road are in compliance with the Springfield Code standards and address the unique access requirements for schools and oth'er uses serving youth. Locating the proposed new driveway fUrther to the east would result in increased.paving and unnecessarily impact Tax Lot100. E. Physical features, including, but not limited to: steep slopes with unstable soil orgeo/ogic conditions; areas with susceptibility of flooding;significani clusters of trees and.shrubs; watercourses shown on the WQL W Map and their associated riparian areas; wetlands; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS.97; 740-760, 358.905"955. and 390.235-240, shall be protected as specifieciln this Code or in State or Federal law. The Child Center-campus does not contain any .Statewide Goal 5 resources, The proposed site changes avoid develClpment 0,0 ?teep slopes or area susceptible to flooding. To enhance protection of drinking water, the parking area in the lower elevations ofthe site will be relocated to the upper plateau. There are no wetlands or rock outcroppings on the site that are impacted by the proposed development There are no known significant archaeological resou rces. The Child Center proposed site plan will result in,the removal of,.a cluster of Fir and Oak trees. (Please refer to the Tree Felling Plan submitted under separate cover.) The Child Center design team carefully evaluated alternative locations'forthe'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 optimum safetY for children and visitors. For campus,security, the new building will provide staff excellent visual surveillance of people arriving or departirig from the campus and a way to ensure only authorized visitors have access to the remainder of the campus. Date Received: JAN 2..1 2010 The.Child Center Compliance Statement January 21, 2010 Original Submittal Page 8 of 9 . ~ . ,.~ >l@. f.<"~ ~ . ~: Ih response to requests from City staff and EWES to relocate the parking area from the lower plateau to the upper elevation, the design also prevents the '. .. . ability to fully preserve the existing c1L:Jster of Fir and Oak trees, Again, for furtherrationale concerning the number and ty'pe of trees being cut, please refer to the Tree Felling Pian submitted separately. The Child Center Compliance Statement January 21, 2010 Date Received: JAN 2J 2010 . Original Submittal Page 9 of 9 ~@; ~(",<f- --,' Recorded at the request of and after recording return to: Branch Engineering, Inc. 310 Fifth Street Springfield OR 97477 DECLARATION OF RESTRICTIONS BE IT KNOWN, that Mental Health for Children, Inc" an Oregon non.profit corporation, dba The Child Center, does'hereby declare a restriction over the following described'property: SITUATED in Sections 19, 20, 29 and 30, all lying in Township 17 South, Range 2 West of the Willamette Meridian in Lane COWlty, State of Oregon anddescri?ed as follows: BEING all of those lands as conveyed to Mental Health for Childen, Inc. in that Warranty Deed. Statutory Form recorded July 27, 2000 at Reception Number ?,o.9Q.042871 in the Official Records of Lane County, Oregon and those lands conveyed.:to';~ental Health for Children, Inc. , ~.'_,:\,'_\,k in that Warranty Deed-Statutory Form recorq.ed January~7,tYtVn? as Instrument Number 7904216 on Reel 967R; in the Official Records ofLane;CoiIDty;;Oregon, j,";,,'~'M-" '\~~k0:, ,,;C,!~J:.):~' "'<"'ii", SAID RESTRICTION, requires that aU lands" ~s,:described above beiI1~st be held, sold, transferred, granted or conveyedjointly,and Ip~~t:temain in common"l)%m.~,rship so long as-the current structure lies across the common propeiiY)}pe. This agreement {s":i~t7pded,to run with the lands as described above and be binding on its'~Q,~.ers, ~h~g;heirs, succ6s~9rs, and assigns. f;}t~r "tt~;;S*fl,~M~':"~~;;:" ."~::f;' SAID RESTRICTION, shall autorh~ticiljlyJerminate .an1i;~~tinguish upon completion of any of the following activities:'~~~:;':;?1klI~:"". ' :"::~\K,:" 1) a property line adjllstment placin~tbe exi;1iri~1.'StruCtur~"iiiii:Lany alterations entirely on one property~H~J(~prZ;~Z;~~lh<,,, "~~~iif~';i:~i?~;m~f(~:f'~i~',~_, ';f:$:<' 2) the perm~eri~\t$~ov~l ~f;W:.~., en~re S~t~,~~;-"includii1k.:fr1e fOl.I?dation, unless . accompanIed bY(~\~Ulldmg':a~nmt to co~,~n,uct a new structure lTI the same or eqUIValent location,,, or ";'!_!~}\_.,__,.~j~E:~__,,:___ ",~~;.W~: 3) th;:,~JWi~S~,g~8f th~~.~t&~n;ib1t5~b;'~~~ntireIY;!4~_;,t?ne property. r{;t~i{:'f,i,'~:o:;';\~Nttt~)'i,~:. '~'~)lfl:i,,: '.:;i~~~~~~9.- ",,\t;.~' . SAID,:ij:~$TRICTIONf:~~g,be riiqj9.:t~ed by th~\"cutrent and future property owners with approval'of,the City of Spoogfjeld PlaJi!1ing Department '~-]:';:~*:); 't:W~~ ~'i~~~., '4 r, t. "~%:#t IN WITNESS ~REOF, William Wellard, as an Authorized Representative for M~ntal Health forChildre~:i.tk(;'_l has e<e~~ted this Declaration of Restrictions on this day of ':2~~~j;,~~$f,i Date Received: William .Wellard, Authorized Representative Mental Health for Children, Inc. STATE OF OREGON ) )ss County of Lane ) JAN 2 t ~OIO Origin!!' Submittal There personally appeared before me the above named William Wellard, as an Authorized Representative for Mental Health for Children, Inc., who is known to me to be the identical individual who executed the foregoing instrument and does hereby acknowledge said instrument to be his voluntary act and deed. Notary Public for Oregon My Commission Expires: Iii 11111~11111~111111111[1I1111111111111[llm, CASCADE lJTLE GO_ STATUS OF RECORD TITLE REPORT AMENDED CASCADE TITLE COMPANY ATTN: TOM MCMAHON, 811 WILLAMETTE STREET EUGENE, OR 97401 Our No: CT-0264813 Date: JANUARY 12, 2010 .Charge: NO CHARGE As requested, Cascade Title described real property: Co. has searched our tract indices as to the following (ATTACHED). and as of: NOVEMBER 25, 2009 at 8:00A.M., we find the following: Vestee: MENTAL HEALTH FOR CHILDREN, INC. an Oregon non-p~ofit corporation{ dba THE CHILD CENTER Date Received: JAN 2 1 2010 Said property is subject to the following on record matters: Original Submittal streets, roads and I. Rights of the public in and to that portion lying within highways. 2. 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 mark of the McKenzie River, including any oWnership rights which may be claimed by_ the State of Oregon as to any portion now or at any time lying bel~w the high water maiko 3. Any claim based upon the assertion that: Said land or any part thereof .'is now .or at any time has been below the. ordinary high. water mark of the McKenzie River. Some ,portion of said land has been created by artificial means or has accreted to such portion so created. Some portion of said land has been brought within the boundaries thereof by an avulsive movement of the McKenzie River, or has been formed by an accretion to any such portion. 4. Easement, including ~he terms and provisions thereof, granted the City of Eugene, recorded December 30, 1924, in Book 142, Page 275, Lane County Oregon Deed Records. 5. Easement, including the terms and provisions thereof, granted the City of Eugene, r~corded August 17, 1927, in Book 155, ~age 110, Lane County Oregon Deed ~ecords. 6. Easement, including the. terms and provisions thereof, granted Mountain States Power ~ompany, recorded May 20, 1943, in Book 247, Page 136, Lane County Oregon ~eed Records. continued- MAIN OFFICE * 811 WILLAMETTE ST. * EUGENE, OREGON 97401 * PH: (541) 687-2233 FLORENCE * 1901 HWY 101 - S. 2 * FLORENCE, OREGON 97439 * PH: (541) 997-8417 EUGENE FAX: 485-0307 * E-MAIL: info@cascadetitle.com * FLORENCE FAX: 99T~8246 7. Right of Way and easement-for road purposes, as set forth ln Warranty Deed from Mabel A. Hansen, to Haryey H.Hansen and Jo Alice Hansen, recorded October 28, 1955, Reception No. 69492, Lane County Oregon Deed Records. 8. Permit and easement I 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, 19.79, Reception No. 7933353, Lane County Official Records. 9. j Deed of Trust, including the .terms and provisions th.ereof, execut"ed by Mental Health for Children, Inc. dba The Child Center, Grantor, to Evergreen Land Title Co., Trustee, for the benefit of McKenzie State Bank, Beneficiary, dated July 24, 2000, recorded July 26, 2000, Reception No. 2000-042707, Lane County Official Records, 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 5, 2005, recorded May 9, 2005, Reception No. 2005-033679, Lane County Official Records. 10. Assignment of rents due or to become due and accruing from said property, includiIlg" the terms and provisions thereof, from Mental Health for Children, Inc. dba The Child Center, to McKenzie State Ba~k, dated July 24, 2000, recorded July 26, 2000 Recept~on No. 2000-042708, Lane County Official Records. (Parcel 2) 11.' Right-of-Way Easement, including the terms and provisil?ns thereof, granted unto the . City- of Springfield, a municipal corporation, acting by and through its Springfie:.d Utility Board, by instrument recorded September 6, 2002, Reception No. 2002-06916h, ,Lane County Official Records. NOTE, Taxes, Account No. OlO9775, Assessor's Map No. 17 02 20, #700, Code 19-00, 2009-2010, EXEMPT. Taxes, Account No. 0113462, Assessor~s Map No. 17 02 30, #100, Code 19-001 20021-2010, in' the amount of $1,585.43, PAID IN FULL. Taxes, Account No. 0113488, Assessor's Map 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 the real property described." The liability of Cascade Title Co. is limited to the addressee and sh~ll not exceed tte premium paid hereunder. CASCADE TITLE CO., by, Date Received: sm/Tit~e officer: 'Km;:;i3EATY JAN 2J 2010 Cc, BILL WELLARD, EMAIL: BWELLARD@THECHILDCENTER.ORG Original Submitt~1 Cc , DAN DUNNINGTON EMAIL: DANIEL.A.DUNNINGTON@SMITHBARNEY.COM Cc: BRANCH ATTN: EMAIL, ENGINEERING, INC. GARY CARTIER GARY@BRANCHENGINEERING.COM PROPERTY DESCRIPTION PARCEL l: Beginning at a point 24.0 feet "North of th,e corn~r common 'to Sections 1.9, 20, 29 and 30, in Township 17 South,' Range 2 West of the Willamette Meridian, in Lane County t Oregon; run .thence North 25' 3D' East 453.80 feet to a point, said point being refer"enced by a 5/811 iron rodi thence N6rth 290 4? r ,West 27.33 feet to a point on the Easterly right of way line of Marcoia Road, said point being referenced by a slaH iron rod; thence run' ,South 60' 22 I 24 II West along the Easterly right of way line of said Marcola Road 311.27 feet to a point marked by a 5/8" 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 lip.e South 60' 22' 24"" West a distance of 172.31 feet to a point marked by a S/81l iron 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.O.C.; thence along the arc of a curVe left (the chord of which bears South 55. 16' 5511 West 195.23 feet) to a point marked by a 5/8" iron rod {said point being 46.5l feet Easterly of (when measured at right angles to the centerline of said Mar~ola Road) at Engineers Centerline Station 27 "plus 00 P.D.C.; thence l~aving the Easterly right of way line of, said Marcela Road and run South 6" 571 son West 261.48 feet to a point marked by a Sian iron red; thence North 85' 151 East 362.06 feet to a point that bears 1.62.39 feet South 25" 3D' West of the point of beginning; thence North 25' 30' East 162.39_feet to the point of beginning I in Lane, County, Oregon. PARCEL 2: Beginning at a point ~4 feet Nort~ of the corner of Sections 19, 20, 29 and 30, in Township 17 South, Ra~ge 2 West of the Willamette Meridian, and running thence South 250 3D' West 191.7 feet to the' left bank of the McKenzie River; thence North 700 40' East 90 feet to the meander corner on the left bank of the McKenzie River between Sections 29 and 3D, of .th~ same Township and Range; thence North 700 East 349.8 feet to the meander cor~erbetween Sections 20 and 29, on. the left bank of the McKenzie River; tpence along the meander line of the left bank",of the McKenzie River, North 520.30' East 96.:"6 feet), thence North 330 East 44.3 feet"; thence !,!"orth 80 East 3~7.1. feet; "thence North 860 1.1.' West 132.8 feet; thence North 450 37' West 161.0 feet to the center of the County Road; thence South 610 West alqng the center of the County Road, 84.8 feet; thence South 290 42~ East 74.1 feet;- thence South 250 3D' West 453.8 feet to the place of beginning, in'Lane County, Oregon. Date Received: JAN 2.1 2010 '. Original Submittal - * '" 8,~ @ '" ... . '" '" Ul W , r'1 8 ... '" ru @ _ 'i in e, q .., ..4 y '" , . R:i ru 'Ul UlUl w. . " @ ~-([]~ , ek c}z. ~h. ~h. ~h 1.45'& . ~'1a,9" ~~O(Q) ( 1301) 0.89 AC. JA' 'I ~ ~ f\~'" "Il ( , .," 0ri9inal Subml$.:=--- .,' 30 !r $3 'z I ' (:I( 89 ' J:f 'to fl - <::> G - S<:> -<:::>::J THIS MAP IS TO ASSIST LOCATING PROPERTY. THE COMPANY ASSUMES NO LIABILITY FOR INACCURACIES, ii~ .il . ~~v Iii...' t.~.:::- I ! ! I , , . M.L. Date Received: JAN 2, 1 .2010 Original Submittal ~1(J~"..t9:' pJ j,c".:f' q/1, ' J/,.f,'#~~81i1 ( ~';f;l;''7' . Vf.d $) /0 (i .ell' (5 (j ',Y'.Db!:f'.,' . (;i~~r~ql'~ ~oOI '..;f ; ~~?~~mt',_':~%:;. R~i:i;~-:~'B~'~ ~;;. :o,rF~;- 2-0- 10 0,. h" '73')4"':1" ['Y5! U 7- ~1~:0~-""o-M'N<" 'ow1' !" ,",.f<"<"\:::~:~y,~~~~:~;::;;::::::~:'_' . ____ _________ @' "'), yo"~ · ~~~~d<;:~;~~;~-~:^:fii~:~S~~~~iti;:~~:~:~:=_~hd~_i_~~-;'~i~i~~l':~{::_'th~.~hi i.,d,:!:::~"f;~~to~. ',,'~'.' ...._h._.......nn....:_........ ....__..................mnm..............___..h._.....,__,.......__n........._.n__nGrantee. the following des.cribed real property !tee of encumbrances except ::15 specifically s.et forth herein situa,ted in.._..L.~.lJ.~..__~ _ .County, O'regon. tel-wit: ,Beginning at a point 24 feet North of the corner of Sections 19; 20, ,:,29. and 30, TO\f11ship 17 South, Range 2 West of the Willamette Mer~qian, 'C, ,>'and running',tJ.1enc~ South'.250 30' West, 191.7 feet to the left bank '. i;,of....the McKenz:i:e R1ver; tJience North.700 '40' East, 90 feet to the"meander: Lcorner on the left bank of the McKenzie River between'Sections 29 and' t30, of the same To~~ship and Range; thence. North. 700 East 349.8 feet ','to the meander corner between Sections 20 and 29, on the left. bank of ,:the McKenzie River; t.hence along the meander line of the le'ft bank of " the McKenzie Riyei, Nortli '5'20 30" Bast, 96.6 feet; thence North 33. East, 44.3 feet; thence North 80 East, 317.1 feet; thence North 860 .11' West, 132.8 feet; t.hence North 45" 37' West, 161.0 feet to the center . of the County. Roa,d; tfi,lVli>t1, ,~!inl.!i&, EJ;,Nul~mFTiMgJ1ll;v,l;;f!1DElcenter of the County .":.~ The said property is free Irom encumbrances except ." ".1" .. easement for pipeline and ri.ght to -inspec1 , maintain and repair the same, granted the City of Eugene by 'ins'!,:rumel},t . ecorded in Book 155, Page 110, on 'August 17, 1927, Lane County; oregl~ . Deed Records, and easement for' ~ower line conveyed to the City ,of , . ,The true consideration for this conveyance is$~.J..~.Q..1_Q.Q.Q."...O. (Herd comply with the requirements of ORS 93.03D)' I '~. --......-..--.--....-...-..--.-.....-...--....-.-............. -.-............................ ....................:.-.----.-----...........h.............-.-............-. I . ,.,;}~~::=;;t:::~i;==;z:::::;:;:::i:::=:~;:~~~:~:~:::.:::::::'::::;~2~:::::::::::::::::=:=.....::::::::.a:=::.e::::::::::li;.:ii::~6~:i==:::Q:~~O~1i'6, (, \ , ,.;:;: ~~~~~~:=~:~~::.:::.:::::.:.:~:::.~.-::.u.::.~-~.::.~.:.::~.::..:~::: . :uH:t1Z.:.:~:,.:~.=~:~.:"::~~:~~::~::::' ...;..~\I.~..:.'.,~\l11U71if4;ii .- .-. -.', .,Rry. A -r' J ....~ L" . _~!,~~-:-_-_..t'~._...-. '~<-O'F --.--'~P:;N--c-"l' ..-;:;:,-.--. "'- '---.--Af:.:i...,.;v~-'~i"I.Q-~--/r-.l'-9..-Jl:~- .- :. V'~~t:-.~~.~.!/oS\O""'" STA1 J:;p' OIR[ E(iu ; :oun ybOI..v/"..,'''';.........-;l)}s. ;(T;;I'..'){f;...';r;;:.-....c...;~-::J ..."'.... _"'. ._~_'\.l... ..,:,:::....... ..J_..... ersons9.U<JppeDreu the a ove~n .... ._....~v..'WJ..'t.J:;!...~..._.L~_...n..n.."'.....n......_.. '-'J ~"'~....:i'" '!'''~'~.!::;)-;.':''V'i-:':' ~ }"Yt, -nc, . .'. .~.f, \{~;~~l~~~t:{\ ~ \. ~~cl-.a~kn~j~dg~;.fth-~..i~;..~~;~a. i-.~t;~~~~~..~~-.bc..~..~.:~.~.~....;~i;;~;~;;~~;-;;;,d-.d;;d: ,'!{~1:~~J;:)~.!~ I Belore me: .....:..'l~~..w:..:............:......m.....'....:.~....:::-ir>'.-..-- ...,_..J_ .~.::.<tre~ClA~~~....... . Notary Pu for Oregon-My c:ommJs.slOnexprres: __...~_._m..'tn._.1Q..._..__ \.' {...Fi!-- 0....- ..~ ., .~:~~;;.... 0 ~",n\\. .,,-..' .~~: ~;1'"'~''''''lh''"l1''.1''\'- 'WARRANTY DEED .' '3.Pt.,. ., ,~;:fj;!I.old p.~-,-&...Me-_D'_)l:L)I:!Q.bl":r...._.........._..:_.... ~ ,~t...aLH~.eJ.th...F.Q.l;:~1'hi.lg;rJ?ItJ..._..~~~~:.~~.._. .;~: Inc_~-1W_~...Th.~Jd:Q.1.g_-<:;gl)!-.,gr._._._:~:I:_ STATE OF OREGON .SS. . S.PJI,I;E IlESl1.nVE~ '.R County of ___..._....,.....___.___..__. I certify that. the witll;n instru- ment .was received fer record on the .,.._.....;...c1ay ot ..._......._..._...__.__.:, 19......._., at.....____.m......o.clock...._.M.t and recorded in book ~..._......d.._on page n._...._._or as file/reel number ___....._..._._.......__.__._..... Record of Deeds of said County. .' ':. Witness my hand' and seal of;' Couilty affixed. II I ------.-;. "t.-;-;-'c:.....HT"'.,.';;~;,,;.~,;;;;,;;;;;:;:;;;:..-.-..__.........._-..-.--. Aftar rll(,ldlng rlllutn '0; . M".!).t"LH~g,1.tJ;L..fQ.L,~.hJ.:Ldr e!!~LIl' 3995 f,larcola Ro"d ......____.. ~pifn-ifI~i~:==Q:R.........J.L4..7] i' RECORDER'S us!:: ....-.--.--..-.-..--.N;~;~~.~O~RES~~;;P-~.--"........................-.,.. Until Q: c-hl:ll19" is ra"luvlhul, alii.... ~1..Jarnl!nls ~h..lI bit $l!-nl II' fha fallowIng cddrllUI M,e.ntal....l:leal.th....fo,r.,..Childr..en.._..~n' 39,9,5_.MaLC.o,l,a:,,Road,:,_..,...__m.._..,....,_.,_..... Spx.indi.eld.....'OR...__...9.7.,4.,7..L,......._........... ..............................._n..........______...._._........_.. Recording Officer .: By no" .. -, -.- no ..-...... nom .., ...Deputy , I Data Received: ~ ...._...-...._..._-.._..-...N..\.M~:.,..\D~ntS5:.;:;~-..._..'--'-"'-""--' JAN 2 1 2310 Original Submittal .. .' ~~ :... :::1- ".( ;'.. J{(la,d,. 84.8 feet; thenc.e X;i;h;zsP:3,O,:,W,~st~. _~S~:8' feet ....; .~. ~.o ;.. t(~;,;' .,-,'",- :f-. 7?D421,6 '\ \.'. ~~ .',",':- ~~,'::~ ....""" ,.J .. -,~ "",I . . . .~,... ''-'..-' >....i .. :1' ,,:". South 29' 42"East, 74;1 feet; to. the' ;place: (lfe hegi:n:ni~g, " .... .. -.C . .. 1.. :; ::';-'1. < ~;.' ~ :;, r .... .'.:1 ..::....".; " , .. "\;-. "j..',,!, ".. ,,':':Eugene by instrument recorded December' ::i);,Lane County Oregon Deed Records '. . i: ,} ,0 0 an (! Q{ ~~ O:;;'l ~.;~. 2':::; ....,. __J__'_'~ .,':: ',(.1 (.0 'Fl. N .q; o (l~ r-. :1~ ~ [ fi - ~~ I. . _ r " . o " ,"0 e..> 0'0 =~ . " o 0 _ 0 "''' ,~ " ~'c;:a ~lIJ~ o . . 0-5111.... ."....c '" :5~'O'#"2 'i:i~~e 5 ~ '5 l: t:.E.,::.~ .;; : '-2:; O.g ~ ~ 3i ~ ;.:e .9u:J.ge g -;; ~ ~ p..,t..c::;t ;:4g.g"i': . D . P - "E "';~I::~ 1::'::1'" !II 0 ~ eu .::: ." \:., .~ ',: . .": ;i~}\,\~:~~: ?:! 2!J:~tt~~ ,'.'n . ..',....... . . "{!.~ ;::"".>;':~ ~ .~. ", '-"'-. '..,." ., :.:.".;:.. f}?{;-[:( '\i~;, ~h";:d~{l; .!~",:1;..?: :~?' ';':"'\/'. ,...." . ~"..: - ,'. '." ~ ;.". ...,. '" .....!',.. ;;. ....-" 1"-' 30,-1924 in Book 142,.Page 27~i'. '. '; ',' :-.:.~:' ."""......:&"- ....-..'...- }.~ ;.l , '" '" ~ '~ I:\~ \C. 0- .... ~ ~ --<~:_.~~- '" ~ . ...C'J ------. ~ ,. ,. ~, 8 . " -' ., u r;: '" o a " o o o 1 1\ g, ~ P <:.J ; A- t 1~ ~~ ~ '" . ~~ _O~ ~ 53 t -~. 6 00 '-.-....:::JJ [l '''-----.... . " . -' '.:~ :'.:~: .\. ';;,' .::.. -':;:";~' ~ ,,~ c !. '. .. 'Jl,. to'., . J~1;!2;;~- : .... . j. ~~~,. \:~~~~~,:..-.~.:.~ ~~?~,;. "..- ..I.:t',L,,:: ;.;0:.-: Date ReceIVed: JAN 2 .,1. :2010 '. , Origil'1a\ Submilte:l RETURN TO CASCADE TITLE CO. . '310 =iF (00/ ;;!.-Ot! /7-tJ,;! - TITLE NO. 223/667 ESCROW NO. "EUQO-9960 TAX ACCT. NO. 113462 ~ TAX ACCT. NO, 113488 ( , Div13Jcn of Chief Deputy CI&rk lane County Ceads and Racards 2iii.0mll 1111111111111111111111111111111111111111111 $31,00 0010371920000042671002 07/27/200009:01:01 An 02 ........ ..11- CASi:A05 Tn"L8 CC. 'RPR DEED - I - J CRSHIER $10,00 $11,00'$10.00- WARRANTY DEED -- STATUTORY FORM HARVEY H. HANSEN, Granter, conveys and warrant~ to MENTAL HEALTH FOR CH'ILDREN, mC!., an oregon non-profit eorporation, dba THE CHILD CENTER, Grantee, the following described real property free of encuwbrances .except as" specifically set forth herein: SEE EXHIBIT A WHICH IS MADE A PART EEREOF BY THIS REFERENCE THIS INS....tIo........:.~... WILL NOT ALLOW OSE OF 'l'HE PROPERTY DESCRIBED nr THIS .INSTROMENT IN VIOI..ATION OF APPLICABLE LAND O~E LAN!! AND REGULATIONS. BEFORE SYGNrNG. OR ACCBPTING THIS r.NS...~u~~~~, THE PERSON ACQUIRING FEB TITLB TO THE PROPERTY SHOULD CHECK WITH TlIE APPROPRIATB CITY OR COUNTY PLANNING DBPARMEN'l' TO VERIP'Y APPROVED USES AND TO DE...<.A.f'~"u", ANY LIMI'l'S ON LAWSUITS AGAINST FARMING Ot:i FOREST PRAC.'TIC:ES AS DEPINED IN CRS JO.930. Except the followiog encumbrances: 2000/2001 taxes which are a lien but not yet due and payable. COVENANTS, CONDITIONS, RESTRICTIONS AND BASEMENTS OF RECORD. The true consi~eration for this conveyance is $291,000.00. Dated this :AI. , .'~tJrl . day of M 4~~!' -;( -;&1"""",.4/ HAAVEY HI RANSEN r~u~,~~ ~ ~ ..,CtlI&:SSImE1JllRaOOTtmRl!,m ~ =:-: :--: :1 ':i~ Co=ty ot:1~ ?1' ,;<,-:;, 20~ STATE OF OREGON, )58, This instrument was acknowledged before me on bY~ Nat~Public for Oregon My commission expires: 1t'J .;./-; -0 3 .. P.ARVEY B, HANSEN P:Q. BOX 356 OAKRIDGE. OR 97463 GRANTOR'S NAME AN[) ADDRESS Until a change is requested all tax statements Dhall be sent to the following address: ......... S!J'lE AS GRANTEE: H.. .~. MEN1'At< HE1\LTH FOR CHlLeR.:.... U"'... c:..:t=:. 3995 MARCOLA ROAD SPRINGFIELD. OR 91477 GRANTEE 1 S NAME AND ADDRESS ~~~~After recordi~g return CASCADE TITLE CO. all WILLAMETTE EUG~, OR 97401 tOl Date Received: JAN 2 12010 Original Submittal , ... ~~ CT-223667 40. A- PROPERTY DESCRIPTION Beginning at a point 24.0 feet North of the corner common to Sections 19, 20, 29 and 30 in Township ~7 South Range 2 west of the Willamette Meridian, in Lane County, Oregon, run thence North 250 301 E~st 453.80 feet to a point, said point being referenced by a SIBil iron rod, thence North 290 42,1 West 27.33 feet to a p9int on the Easterly right of way line of Marcola Road, said point being referenced bya.S/en iron rod, thence run South GDD 221 2411 West along the Easterly ~ight of way. line of said Marcola Road 311.27 feet to a point marked by a 5/8" ir6~ rod found marki~g Engineers centerlin~ station.3D 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 li,ne. South 600 221 2.411 ~est a distance of 172,31 feet to a point marked by a S/f!1l iron rod set at a point 51.72 feet Easterly' (wq.en measured at right angles to the centerline of said Marcola Road) of Engineers centerline station 29 plus DO P,O,C., thence along the arc 'of, a curve left (the chord of which bears South 550 16' 55" West 195..23 feet) to a point marked. by a 5/8n iron :rod {said point' being 46.51 feet Easterly of {when measured at right angles to the centerline of said Ma~cola Road} at Engineers centerline station 27.plus 00 ~.O.C., thence leaving the Easterly ~ight of way line of said Marcola Road and run South 60. 57t 50'1' West 26t,48 feet to a poi~t marked by a 5/811 iron rod, thence North 850 151 East 362.06 feet to a point that bears 162'.39 feet south 25~ 3D' West of the point of beginning, thence North 250 30' East 162.39 feet to the point of beginning, in Lane County, Oregon. " ,-, ,r ~i,F o<i:1" , , Date Received: jAN 2 \ 'lIl\O . S bmittal orig\f1a\ u , - ._---~ 4;:<;iJ)~~Jb~: . s-t:lii'- .:.\;: ',"-", ";~"\;';':'o" .-0:: 8'?hT3 OF 'ILLInO!S ). .'.' '_ ,-.,.... COUlITY'OP,_COOX:c _.)',85.. "0""'''' " .....j.. ..,'....,,-:.... .. I .ir,riiy'ii;'T,ii.~;. .iI" .r,;'~1;il' 10' "'{<;i'...i~~g:~:~1:d~:;:~~.;::,;::;~y3~:~~~":r:~.i'!: r- '1:i4' th~~fii{!!fHll.'U1l1B. o"os'J":ilblia,:i.n 'a1:il!'~ha -,;~ .. .~." . -. ".. - , ,,,,-...... ..' ,~.;. . ""' .' ...... '..::,::1';1.:"::;-:-:.:'/ . :..... . .-'J.' ::;","-;!: .,," '," ,.;:~~t~'Z1;~;~~~tifg~~;~~~!~;'~;'~;~t:;2,;I&~~:;-::i~f!i'.t~.. ....i;. . .'.~ ',: ':".' .~,-"._,-' ..... llotnriol S~~~:~i" . . '" . ."" ". JamoB T. lI'1oO:til<et .:o:t;-: t. ---;,.' ir:-': (.., ...J........., '.:>~ - :.,~f1i~!:i~:,-i':! "-, City ,cf i.u.i:nma';;~r.~e~ri ~:i' ., ; '"i,2;i,.,;" ~~ ~.;,~~;\ii~2;i:!~~,~;3~~)j ~,~~@I;~~,~.;t~[;~jt~:';~iX:';J,~;;:::-::\i:i:;iL;:~~:~''- ~~di!llW!:.IWIUIl~'~"- 10 Original Submittal ,. ~ ____ ;4SiJ':~<:'"". ,:?Y0~;~li\~r11k;;;:'"; .....'.. ",..' '. "-,,..,-.- '. -".:Z,,~>:;:;::;::j;~,i,;2,,~bX:..:/j ~:'_______ ~~~. ;!t~t~lt.itti~~~:t:ifi:J~~~~ji~Jt}~~wf~lf~~' ==~ :i/. 'o'n' ,. :.". ;~~1f~'.~ftt~~:f::: ...!." '- .,~... . '.;fu;rn '.' ,: ~ ,- "....". llf:f:1.%;a '.my::"ciff'{d-l~~i':~6a'1 ~hB dc.y i1nil . ; ~~!j~_tElM~:~:_:O~,""- e ~D~' . '. . :sslirat,. ._~;':" ';'.~;1[~~:::ci 'i.h:'b~lt' 'p:;;J,f;: Receiver.:!: - 2 2010 i~ . ~ ... -~-"--~-= 155 tho . :.;,~._~.t; ,.:,:~..:::-" ,.'C.:..';'::,: ",. \." _J' . :rd~':4'#tter~'on 'i~:;,~b~j~~~~.;::::S cS~ ~. ..Seld. :.:'J.o;' .--,',', " "'".l ,.:"":." . " .. ,',. .;.,:': .x ;C'.' .. ~ -;! ~'. ,.' .' .;." -,,-,.~ :" ':.:' .' . L'.'" "~\".' the da,y "'l.'; ,~ , .:,,.,~,' .:... :'.' .'.:-:;.}.,,1,._ i92:e lu ";".., ...,.." 63681 ," '~eceived -,;,-;:;' :\tl\~~~~ """AlAi ~ 2 1 2010 ~!W.~ta; Dornsr OOMllltln "to s13ot1ona 19; 20, 29" n.nd. 3D, 'f. 17 Si R. 2 Yl. VI.II.. ~k~B-oeb~~~::~~~~-~~,a!nr.~~o~~hc!~~~~e~'~~o~~._adm-!n.1Ctrn~or~.~~noeo~~or~~a~~~S!,~fi_ , of-3af~-ftr~t~nertY~and~~h~~i7be~~o~~~hB~oan6t=i~e~~~ata~aeOdn~~~ar~Y~ l ~ 1 E'l1rthor rights and prlv119gaa ~o be',OO!l'\I'B,yCd.-bY"saidirccmllnt are desorlbsd"-as follows: '; 'llha pnl't)' of the seoond .plll't.1 throllgh ita agantB," shill have the 'rIght to ental' upon said I! llU1tlfl fer the goI'po:Je of aOIllI'tr:uotilJg, bu11ditl5. :'layi~gi patrolllcgj !lJ111'~JIiatntdning thereon . 11 pjpe Hne fbJ' tho oOIlveYfulD!J."O:!' rJatezo, 1Illlludin5 BtlOn. "ren!:lYlalB( !'epalrs, .rep"lacemsnh or n- ~ mavala aE may, from.time.to time; be re~u}redi with the. right to'remova SU~h-DbstruotioAB ~s i I' may Inter1'erll w;1 th the co!!..Structionor operation of !Odd pipe Unai" scldLrlj;h.t,',.eh.all:' 'be perllat. 'UB1 50 long a.a said eity shall. o:para:h a..pipe for carrying- WEl.ter IJ.cro89~aill: land.; but fIhlluld. said 01ty cenee .to use ~!!,H. pipa l1ne-;e..::l.d. abe.ndort, the same, then a:u. :t'i'ghta e.nd privileges ~onveyed by a~ch' Basement sha12 ~apsa .and .~ right and tftls thereto aha.ll rsvert to tne STant- or...:.of' said Bll.ael!l.ent,. .!!!! '6UQOfl8s:o~a~ haire or aBBlf;11s;, ", . rt 15 fnrthllr provided that said .pi~e line shell be aD la.id that the tOll the~eof ehall be buried at le~at 18 inahes below, the natural 'eurfoae of. the groundO%oept at low 5110tS where rll.v1nlls or sloughs, not in o'tl-rtlva~loni 'aro cl'_OSBW; at,. 'i7hlDh'~-p01ntB the top of' the pipe m!l.y be at uuoh oleV"nt:i.oilaas ths' Clt,y-inay.,d.soide. 'prD'fided.:it~ shall not iritertel'll \7ith the contin- ued. use of tbe'llUlds 01' the pa.rtl;.o:f the"fi~st'.p.art 11E1' theY' il.r.e'now ueael'.' " It 1e fn:-ther agreod that llhiv.otty'. ehaU-'!1i.Eiva: -the righ.t to. bui::!lL"'at the surfaoes or the gl"ott:nd such entranoea to tbe")li-pe "lins', ';8.8 me,y' .be. requl:nli. ,Jircv;lded' thllt'.E1uch" o}iellirtgE3 will nol; 'be larGer. than tOIJr ,reot ,-square;' wlll"_be -bunt. GD:~a.9 'n[Jt.~to' ex-te!l.d' 1Il0r8 -than' a ,1'e.\7 :tnobes above &1'0lUld. level;. and 'If!.J:l'ibe '. so Qoverad e.,B'-to be'.sate 'fOl'-OroBsing 10'1' .stook-'or vehicloa. , The. City will, it .I1eaea.bll.t'yi'~.:!re:qiieElted~~to' do "so,,':;bulld' ~d;.lIla1'IltB:'in-'d.Ui-i-ng the';tiiner':ao.bstm- oUen werk 1s under way, B\litabl:e:'\~rid:g&a,'ro:i!I'I1E1a 'of: :PB.:r.t,r.:.:et'",ths":.tirst' part ;,b1~":pa:all-1Dg'stDck Dr veh1clr;'s 'Borosa the strip' or; land.. re1'erred.o.':to'=:1I1'aaidieaaement;; !l!he riGht ot..way -aboTs"re:tonali'.-to' B.Dd' DovBreil.';by.,-a.nd':i1'nol~8d"in'th1's,'easement..tlb:a1.J; ocn- sist 01' B str:t,p .o:! land 10 feet 'in width, be1ng-;:5 ':teet orf:eitlfaii":e1de o:r-'th'e-.aenter l1i1IJ"or 'ruuta heretofore ~esnribed. 1 It is tUl"tb1U' UDder'stood,wid s,9"eed tbst.tbs';Oit,.::Bhld1l:'.llava tbe additioZlSjl',ir1ght azu1_p1"..i_ I v11sge during oODst;uotion to. ocoUlIY, wi.th eXCIIl.Ta'h~d' matarial:..'oonstruct10n;;Piat-erua o%"equ:Lp- 1, ment; on adil.itioIllll strlp of land adJacent: to: and' qIl'-ee,5t,..ide o;f tb.-e aboY'"e.. de'Bori:lied :Jt:r-i:p ;j or righ,t of way, that is 25 ':t:e_et an the ,ncr:tberilY.:!c:t' ,left sida-'ot the abcve:'~eBoi'lbEld-.'sta:'.1.p ~ i and to the lb,i ts of' the abDVIl deso,r1b!:1l-1o.p.~-s"~.DD 'bbe-'ol1Uthcrli"or' ~l'ght:. alde:.ot '5EL1:d: Btr1p :or right of VIEW and. it'.ili..underBtood, nnd- agreed",that ;tbs', oona1:d.liration'.here!l:r'Dame'd: sb:l.ll" ':.'be-in- full :rOI'.--a:i+. da:na:geB.,!:tJ.etaf.:ned".bY'lthe ,plli't;t:\0:r.,the-":t1<rst pnrt. 1'or . uso 'Q1' :land.., on c1noonvezii"cn'ot' during t1'me 01' oOIUltrtiotioo.:'prov1d'ed, howeveri'tl!-at shcnll1-: any grow1ng"oraps'.b"'deBtroyed, :the: same s!J._all,..ba":pai'd-:f.Ol' . ~n 'e.d.dftlcD,'!..to '~-qa';a:bo.v:e.:B1im;;:-'aiid.;',a:1i,..tb'e'^DnI'%'ent; ;v-JilUa'::i:J1":iiBJ!d.:"'TQ:!!op~:;' I.t:..i'E!' .~'tll'.the_r ,BgT_e.e:d-,._tbat" 'Upon: oomple.1!:I,Dnl:o~ ,.ao$,t'-r.nD_t:rbn~'i 'or:'~ :SUbS9'gjisnt'.. ':l'''eooiii:i~:bi.'c.t';.. ion .or, rallai'1";.':t~s.-:01ty.,':~;L:l:1"_QE.UBa ,tne grotmd:~ ~,o'>ba~-fHled: .cver.':AIl,'1",::e:Xt,e:vat{~ila'me:d.e':;aDa.~'~fi1:j"it_:: rl'!move.-;~~~:,.,;epo.u.,,:Pp::,wii~1;e 1II~~e;1~,J.'" ~c~;.,aij~'ig:r,S.y;.it;1,..' c1ay or' -rock:1'-rom,' .the;,';l~d':'_OCaii:lIi:~..tem~~:r_ ~ily, -8;#,i'-pJ;D,g:e;-:,~,be.',;!l!jmll -,l':p,l;l:n'~:1ili~,":lO: 1'oob:, 2_fHlI,':a:bD'r"" describftlii: 'i!!, 'a.en.mo.ot1:L:imd"'I7oi'.kme.nl:tls', ma.nner. a.!l.. ppsa1~.1e),,'~?:.-~bat.;};h'erfla:f'te.r, the pm-,f;;( 'of .tho :.ft-rst' p~t \nll:'.hiive,~ll .~e- Df'i:ihe. 1and to .wb,1:_o.h PJ~~.: ,e~B.e-iUent~'-~PP11e13' aub.1eot:,-Dnl;r: to tha- -rl:GhtB oJ:' -aeJ.d. .Oity ,-rs!la-Uve:. to ..' ~nspeo . t:f.OD, 'rspS,iT-s"ana"z,spIndsms:I2j;l!l" It, is: 'ilrl:!;iii~~; ~tihEl\~~:"wh~;e,:'.nEl~D_esa!u'y,. ,t-o. .rBlllDVli'_-Or.; ~tlilr:..j'enc.eB;: Dr _:otb:e:r.;p:t'operty_i'; ::the''- 01 ty will J:lB,1p.tain:,~ ~'i~1?:i..~-.::~"~ ell'lP'o~Ei...~;~:rei5aeSY~d\~g'a~aa,:.luidt:jiP~-D1.oo!ilPletibn',:,o1'_~ eaniit-'ro:a:t-1:OIi.,:iVo-rk; wil L ~~~~i:~~~~~~~ . Bu-oh d.amagBB 1l.E1"Il.nd: ~nBIi" tluiy O(:f~ur~;a~Ju:t.iiin~;-t:ciirth~~' E(r.lthllit.':et~P\1lzLtElll:';Jiere1"ifX~l;f')e~:-ia.1:d::-i'or i tb', '~~~::;~'i~'~~:";~W~~~;~;~~{~;~i",,;~~;i~~~~;l~f#it.^nn;;.:"~~~~;:~~.~~,~,",;C1 t, 0 at '. aceived: -, . 0:::' Eugei:i.&, Oregon, ita! a:u.QaeeBorB';Bn~;:riilBigil'g!!fa_reV'Elr;,:":~d,.:t1i:e"ae.ld._:/Alili:J,'1l~,,~;.<:.:14;iil%::el'doea hereby .. .. . ~ 'In. tbll"preaBlioe ':ci:r: .' "::::{:'~~',:"r .,,, :i>:~~.;::~::;,'-;i:"."" ,r~~,'i~"Lro'ore":::~~~~'~\~!:~G::~:~'-"~,_;, I ',' ~,,:J~;E"t~ J'"::~At:.tlnn:.:" .' -~ -' . ;reuuia !Lf.,~{o'are '~- " :. ,,';~ "J .;.\'1". d.tclithur "' ". . , ~, . , Yr, I _ .1 C,' ,-'. ~ . -'; ~Bt~~!iJ;). 'J. No' 'JJQ"Jri!tihtir _' .~)i:l .No',t.ary:F:tibl1l1. in and..-;l'or t~i:l Caunty. ,'-.' -'. Df'~Lnnef "State 01' Oregon ~t~~E:~~~.~ -s.~i:1.:l:'. '. .. . ~~~:l'llllI:t:SB10:n '.expirt:uf O"at .biti 1928 ..-;':": :,,'.: .~,. "!' ': . ..:. " ~~"bF""RIGm 'OF 'iiJJ. . B3liB3 ii:~:.~~ -""r~~;t'-'~ , "')~~Il!Ii1tL~~.....,.....u.=o1 ,;mad-e.itbiS'i.15' da,y.o:r~'D'~;B~be:i; Al;:DW':',1925i>by;arid-bBtVl'e13n W1ika 'n,'!Uld: :~~iZ~:t~;i>~i~~'k'~' ,': ;P1hoi:i'8~i:6i(th'e flrBtlliil:rt.~ 'ana:, tba~'.uHr'o:!!,'Etigano'-' Oregon. a -Illtinit'lt;;i' 'cerper.. v ""'., it ,'." se.:d part, 'li'a'1'ol- 'li3?;1'6e-W:~at{;:c..:r fti:i~:',i:i~;i:ttih;E,.i1st'~'oor'c:a~' 0:1' :.~~;~.;1:~~~~I;;~~.:~~:~~~=:~~::~~::~,:;::~ lnM;::J-01' c61'ner '0:: ilull ~ ...- ~~J.:3~:;:~~~~:~, h~ ~b'Bt';.~pj;~'Bate iR 'd' ~~';~~f;i!jl~1'(~:~~tt,~" ecelve , 2 j 2010 ..,-,. " ,:".,. '''';';';''':;:,;, ,,-'~--'" ;;''';:' "",",:j~i?i:g~;C~:'t2~tt.: ...:.L~.:;. '....-...'".-':.. Ii:. ,;.: i~i(' -;:'~~'" ~i;,~.:::" ",,-. .;, -; -~ .- ':,4.:'.:.' 'r'," -f~':;}/ ;'i'"{tn; . .--'-.--.-",. . -"~ --'-.-.....; , . .L.'.~.;_~. i: i'ree i'C.;.,' '.;; ;:lliid . .". ,. ..... ...... "" -.-.-.....-.. :.~ttli:6fe~; :..;..." ;"2.;,.\~:'<:~ ,~.,. . ';::;:.: :i~ ;;., ," ,. 'G~1cL' ,~, >.",: "" -..;'- . : ~ ': 0" _ ..:::~' 'n ;'\:~:_~ ;,':.'.., ;"." ',.' -,' ',rI"'-."'" ','- "'-'. "'.'", ....,:" -...', ,:j;. '.' -.- ,-,"'. ';":;';,';":-' .-.:.-':~.:::: . '-",,' -..<....- ,^:.-'~': ..,....". ;:,'- : ",",:,:.. ,,-,;, ":0"'-'" -',",''"-''-.':-,'-... .. "'-"'-'-,--' :I- .....,2j:~~,f~~~5i~~~I~~1tl~ID~~ , ." J, -.' .' ,. ~ . - --', I~~" - - a dODe~~to the property abo;'J~;dfl!;Cribea~ -- .,-. "f.r;._: ,-:.> ',{: 'o.':""};:;'_ .;'" ~p "::"'''. ::.: ived: i: n~::' .'. yil TNESS-:. :.:O:-dr~'::~~: . " "~,,,. ~.,. :. ~~\'1~~5{}?b'~'a' ':~e.31:.?: 'M / I tl.t/' ,... 'i9,<1;3..(.~::'. :'. ....... ::,,"':--' :~:,J :cil,:!:;-".-" ........... ",-,:,-".~I" .. ...: .-\.' :~::.~.: ""',' 'i:"Dcinc' hi "the' . .'. ',' '.p}e:sen:~e ; - ,~"'. ..'.... :':-c. .-":,/, ,<'" '~""':/." p!.:"" :',./~/}r -0~.";,z-:"--L' :'~~- , , I .....,- .--..... ":':" r'"~_:'_;::-;~\'i; , .-,,--'- ;"'::"'.;..: .:;,(~;-}~0;-~~:~:~"~';.~7~~~-~' .' ,,-. ~ ;;;:;;~:;~;;;:~;:;;;~"::': :::::::~;':,:::E:~:~;I: Beginning at a point 24 feat North of the" carner of SeCtion 19. .~_" ....,,-.. 20.. 2~ and, 30. Tow~ship 17 South. Range. 2 West of the Willamette .:.:'>\...~:.:.~,:..'..~:..'~.~,..r,,'~~..~,-;,", ,~fer~dlan. andrunnlng them::e South 2S'.30,'--West, 19L"7"'feet-..to--'~'-_" ._,.:~~~,~. _, _ the left --bank of the Mc:Ken:z.ie River; thence North 7004'0" "East, ,-.'P.o"" ';:::~:',,:;" 90 feetro the meander corner'on the left bank of the McKenzie River bet\~ecn Sections 29 and 3D, of- the same TOIffiship':and".- Range;tl'1ence North 700 East 349,8 feet _ to :the:_.illeander~'::2ofue.r.'" .,':, "." ~ii:g; ~::~~~;~:~~!~~:i~~it~~i~i~~fi;il~i~j~f~~[l~~1ilt~";i,~:UX North 86 11 I :West, '152.-..'B--ff!'~t,_;<tnen.Te':Nortl:t,"4.5o':;7':'.:.I(e.st'~~',1,6J.::~?\,::":, The intended route equipment is shown premises. the undersig~ed as Grantor does he,reby gr:ant'U"!1!:~,i.thEJ.-'ci'f:Y'::'P~~:~~PE~.~~)'~.E{" OREGON, for the usa and benefit: of the EUCENE. WATER:,;.&"'~L.Ec;T~C.;BOA~~~.'.~~.~;?;(i~~~:~mi~ pexpetual'permit and'.easement for an un'dergroon4.: e.-!e~1==' ':Ii:;t~ibu~~;~>>.:::~i:~~'i~li_~:'4.~S appurtanances thereto, untie"r. and acre-55.. the- .abci'ye.r-c~esl:~~e.~".r~~~_";1i#,B~;ri€-~di.:~'!J.~~~;~~ and- locat.ion' as" actua'Uy Constructed. and' inst'alle'd.; The_YG~~ll:icir.Hiefeiii.,~a'clli'oii~edg'''~ any and aU equiplllen"!: or 2'epla.ceme~t:. t.he.;-ePf}'.-:~rlstan:e~~';~~et:"c;~~';A~'ii#~~-s;~;i:~~~f~r said Grantee, shall remain._the sole, proife'rly.:':of.:s~~:d::;Granie:e:1.:lind~lnaY,;be\~i-em~~ea:?:' ...... All such rights hereunder sha.ll cease. ir.tUid'.when:such. lini;i':-{sha:n:.:'.ha.v~ Other than tiie ugreernents herein contained ther;~' is: no' .....-:.:. '."".L':';;::'~'.;;i::,. ~;;;7' TO HAVE Me TO HOLD the sume unto. the Grant.ee, its su-ccessdrs nnd'!7ais-fgri~~:fb-:ii.~\i;;:!f.:_::H~'d' 1 ." ,.~ , . '. .;....., ~;Y~~ij';:'" fCH. .'",.-.- _ ~~-." ~ "....:.-- ....:": 1,7 ,.? D:~' ..... . - " ' ,. "., ,'. '...., -., AN:'~r'l" . .. :.~:; :~.' ,X.i:;i;.~f(i~il;I~ .:. ,....-, . ;.:.,.>:,~.~~. ".:..:j ../ /.I;':,." ,d~~~~1~ / \0 ;. 793n353 ., " ~ p'E"RirtI1' AND' "EASB;iEWt ":~~'~Al '::;:,')n ...,'.':,:'-," "-"/'':fl ,;(;~;:: ':;:ii,)l~li i .;:;;:.{: "?'. " '. .,::,:.j Origil'ral ,SubmIttal. <'..:,~ ....."oN ;;tm .. ".~. :.f ! '.i!- ,':' ~., P~rmit'ODd Easement, Page 1 UG Elc~tric .Only"With Exhibit (2-78) 79;33353 IN l'i'lTNESS , ~;1-IEn EO F I KAj the undersigned h.l:S , 19.1fL. e-xecuted "tfiiS}nstrumcnt 'thi!l Ll-p.. dny: of .. .j(";": ~~"" #:n-: ,;li;?i~i "7lfdta ~lI'J$U7(~i7'_f.A4' .'",."c,,:.;j', if - "'f':;_~\-~,:~f ,.<,..~. . '';''';\'''.'.~", ':.,:::~":- STATE OF OREGON COUNTy, OF ':./.~ ~ .",-,.,." .....,;."... ..,.' . . -".::,",::''';i:.:../:"':'' '":,,:::'-::i">'~,"-,~ ." '_,. - .be:~!~,~~i~ft~~~Wfl~~~~t~l . . '~-' . On this . day of ~ithin n~ .;-p--i;!:L...;, ~.;...~u, . "' ,-~.:. ..... '~:" knDwn to me to be .'the iden'ttcal "1ndiVidual- '-desc:rib'ed "10 instrUil:lent freely and- -voluntarily.. ' . ----.;. - . ....\,.., 'My,'~::~:~~~::4]~i~0JE;}~L , '. -;}4'{i~~..,..[,;...~,..~,',~"".'.",.,~,'.",:,'.,,...;....:.~'..,.~,.:",t.;.;,._;.:.',...~,': ::;.:'~':'~:~'~::;>.' -.- -- STATE OF OR~' }ss":di;;:t~~ ca;:t~P/:r ~<Z;-:YDI 7n.ioJf- .' ..... _:lb~~~~;r~i~' _ ~~~~~r:"ail;k~::'~hO- belng dU!y:",:::;;ddi::.r"7~~Jfii;~;;'~fl:' ,;;:';:";;;, . .1/$ rha .__ presIdent, ana'he, rh'H~aid,,?j~~i:-"""'L.B-~--..r!J!.;'}~~~jS-"th I .......~,.ml'1:l....'.., -:<', ~ of ~kfgntal r1flifaW"f'cir"f!Fii'Trl"'ion'~"_;f.T~c)/:'~':i):$';j . ~t'''''.rtafrie~o. ~;:me?!-lJ.nd th~t1he .SEJ/._if.'rn.~rr.yr:n~.it;t..;.wa';~..S(~9#~_:irr"b~~. ~~~~~~t~;Y~:b.;p.'(.l!.::. . .". '.';;:.."__;'."~....' l "Us' Board of ll!rsc!bru and.:. k.~~"''''- It"':'<:";"'''<and"2;]x~-;;ci;.!;.a;'.'€f:~~ , oWledgei" ~~['&~~::~~~~?~.t~ . . ~." - '. . ....".. ,.;,:,.:'L..y.' . ~j r 1- '. .', ,".:~-:-.i"P'~'imi't and Ens;cmcnt, ~::lgc 2' "~';::_;'_~:"i1G -Electric -Only ,111th Exhibit'. (~,7B) . ",':i ,":':~' '. .. -~ ...:..".,....... '"0. .:' .~<~ii~<~.-.. ,.,-'.,<';'::'i?, . ...," ....... ." i.t ,~" .......-,... .',:.(... .-" ::' " " );~:" :. . ..... ,. :: .'. :.i... :':.. ..,~., ..:':,....:.' 'Original SUbmittCiI,%i 'F ':" " .1 :r,; r . ~ ._ .ffll~' ,i:.~8~iiii<'i:>:;L:~.. :. ,. -"'; "-.- rf. ". . .' '~' ."" /""'\.0' I "~i~;;r;:' ':~,:~: , ., , I I " , './ ~~~:..n;'l.''l. ~/... ;~../ ...-"t.':l\t~~:'I~'Ic"'~ll'lr"'''f . r r"I!~J.llr..t!='''5\Y ' " ' ';>::/ _'.I!ooIl",zg,T"'.II~Il'.If.ll. ~ -. '.,. ". . , /' "n~V"'- "~\?i, >"\ /.~ . , ~ 9~_- ,.~"cIJ;~" __ /"'EI . 2CO /' _." if "// -/~I.:,/ ../' / !fit / .//~ // /1'1 / /'.. w'it ,F /' / tft!/ '7'/ ",' .- i/ . , '. - . / 1/1i MENTAL HEALT~~~~R CHILDREN, INC, ~ 'THE ,CHICO CENTER ... J flEEL 9&T I~ST~'NQ:7<J~91j!:1!l ' ' . " ~''''':~'- PADM:!lt'IT TIInrlSfCll:UR Ml":IN I, : J.; ~~- ~. 'l~~~,~~; .~~,t!~<~;Jhi);:;,~?":'k;':';':': ,: :-~~~~;~~~~~~~~~~ ~StcrroN'~IER ....". '. .; ',' ~ , " "",', :",\ ;:~jf,';"':'::,"'~.';,,',:,,,.,,~....,,:,,;,..:.,:..,~.",.",:~:,',:":'.,..~.,'.;.,',::".,.'.,~.t:~,,';;~,.',~".'."'::,,,:,Fi, /",[ ...",,"I..L').~ ""'''".'' ~. ""E:i)Gttl~'(I.ArEtl:ll:ELECTRIC BOARD ,:.\ .,".,.... ......:...':.,_"".'_..~_a_tl!;:-,..QII!a!l.!l.,..~ - ~ < ..:." ~: ": ..... i..."cJls.t,NIt.r~~fcuUIHtil.t-UR<U!jD~fG'J(XJI~ !~~~~~~~1il:.' J. .1: .:';' "".)~,l '" i _..~.:~; .,; . .' I~ I J-OCto Iiablo IllfORMIITI011 ~""I'1~I_~.... o ;':;" m SCALE II-l n:cr 1-~n""''''_'H_n Tn. ~.I 700 1702:2.0 ~,. ~,;; :'''.'<;' ~ " :., .-' ft~~ r ".:~.'..~' ,'~',:-2i, "'"'''' .':"i. J~:;~:..". ". " " - ; ~ I:.) I:.) (J.J ..tJ.. .;... .. ,....'.'c "''".'.... ':,. )\'.\;,{; ,.'-t..,.>.;~', .." ".'_ .. .(::.,....;),.: . .. ~ """ /;\~.tm~~~ ,.,. . ',~'_ i.: '). \J.:';\~.>,.i:...'':. ,,:'\(;"-"tt '"" ~o!;.;",'r.Thi-~~~ ~;;_"""''''-_;~'''''~'~;' .~ '-, ..,~.. - ~'.:;;":'.., --" -. . ~..~ <lO LJ(1) Q. . . .i' .- ,.' .... -( ~-. .' '......~. , -~ .t,. , ~ ~;:.\ ~>< ':;~;''.:;-'. '. ~;;. '," ,:1".: ~'}'~" ,.; .-t. '. I ,. .' . ','. - -,.:..1 1:;~fFj2;;~."..,., 'i~> :-~jt;~f~: .;:~. ".'_;t .;" -, I-,~:' . .'.;'., ., , . ~ -...... ....!.~ ':~.,'.,.',:.' ',' ::.', ,;,'...~,~:'.;:-,'.. :; /~i~;.;:.>_.-rr:~ . ,~:...... n "~,; "'. , _', , . . ~. j~~:;ijt,,:;~-:' {jWJ: . -' . '. ~.' ,-; ...... '~,,:,::.:~:",;,:~,,:,,:,:',"':":'~":"'."",'.;.,,;..,.::,.,;'.'~<':~.'.',:,,):::.-".~';'~"'.: : "," t!i~~;,;:i;:"), ,'~ .:', , :~);\,,< )'::!;.~;/;!;F;, \ ~:':t ~~~.. _.).},;,~.~:;,::'i.' ~.. , .... ", . /, <~;~.(.<!- "';.!:.::.'::.: ". ."..;s .':~I. ::.~ '~~::C' '.l:' . ".., , ,,"', ~-~'._~'"I1 _".. " .;:';' ,,~. '7933353 StDtllof OrllGon. ClIunlYlIfLann-"_ I, D.M.I'~nrolli. Dlrcttor of,Lho Depart. Jnl!ot of Gi.:nerufScrvlc"u, in and rllrthl!.541d c.:,un(l'. dD h~ri"by certify thnL the whl1i.n ln~lruri:mlltWllllrecd,'edfllrrl'CDrdllt 7 .lit( 79 'Iii: "a g..:~-;../" """t:-.:;':!"'- n~' 999 n . ' . LoM CllLinty OFFICIAL ne~llrd~. . '.2 . .., ...' . P).f. pim"iold; OIrl'C'tUf Qr UJ~ DcpllTlmellt or . ::""~~~6L p . V'r~l, "0 .>~< ~> .:~, '.:' ::0 tt'I ,.: -..; . ", .:~t'~~r:~:r :.. \ \, }:iWh;;,:. \~"j :)'::' ", . ,.. I "/ . ",' ,. . ':.I ;" :..~,<;:1";'~';'~':~~i;:,\:,::1;,I,j~f;:!'" .;lj~i~;~i\tf~~~'tr:W~i{\;/ ,"~'oil'"~ i". ",':..'. . ;' ., ... ~,'.:-. ". ,. ".; ,": :-;. '.' "',: .c. "'" """ ~ ~ ~ ~ - - '" . " " ...:;:.... '\~j,::,. :;~~ ~::::. . ,,', :.~. "',..:", ":c..'!"' ',' ;,... . "..:,':>\:,\::'" '"ij'; ...:" ,'. :':;"~:.';;} ." !,:;.;t,'.l .".<:;ii\.,, ~~:-:~.;i(l\:? ," . ,",' '''':.:.}.,> i,;";:"" ., '"F " ,1 l' . RECORDATION REQUESTED BY: . Date Received: , '. " ., e "-' ~. ;::: = 3 .",. i:tI ffi "" \!ii c::> ,... ~ ~ McKenzie Slate Bank PO Box fiT . 5251 Main Street Sprlngriefd, OR. 97477 \ JAN 2 1.2810 WHEN RECORDED MAIL TO: Original Submittal McKenzie State Bank PO Box 07 5251 Main Street Springfield, OR 97471 " r Division of Chief Depuly Clerk Lane Counly Deeds and Records l~~~.~m~8 ~46,00 'SEND TAX NOTICES TO: Mental Health for Children. ,Inc. dba The Child Center 3995 Marcola Rd. Springfield. OR 97478 11111'1111111111111111111111111111 .JJ10w~~': 10",00427081B6 07/26/2000 01: 54: 27 PM RPR RSN - 1 - 6 CRSHIER 01 .' $26,00 $10.00 $11.00 ~ ~ J' F:' vr: ?:;, 7. yq'1 SPACE ABOVE THIS UNE IS FOR RECORDER'S USE ONLY , ASSIGNMENT OF RENTS THIS ASSIGNMENT OF RENTS IS DATED JULY 24,2000, between Mental Health for Children, Inc. dba The Child Center, whose. address is 3995 Marcola Rd., Springfield, OR 97478 (referred to below as "Grantor"); and McKenzie State Bank, whose address is PO Box 67, 5251 Main Street, Springfield, 'OR 97477 (referred to below as "Lender"). ASSIGNMENT. For valuable consideration, Grantor assigns, grants a continuing security interest in, and conveys'to Lender. aU of Grantor's right, tille, and-.interest In and to the Rents from the following descri~ed Property located in Lane County, Slate of Oregon: On Exhibit "A" attached hereto and incorporated herein by this reference. The Real PropertY or its address Is commonly known' as 3995 Marcola Rd., Springfield, OR 97478. Tho Rea! Property ?x Identification number Is 109775. DEFINmONS. The following wards shall haVB the tolJawing meanings when used'ln this Assignment. Terms not otherwise denned In this 'Assignment shall have the, meanings attributed to such terms intha Uniform Commercia! Code. All references to dollar amounts shall mean amounts In lawful money of the United States of America. . Assignment. . The word "AssIgnment" means !hIs AssIgnment of Rents between Granlor and lender, and' includes without Itmitation aU aSsignments and seclirity interesf provislom re/.a:ting to the Rents. . . ' ExIsflng Indebtedne5$. The words DExisting Indeble(jness" mean an existing obli9a~on which ~y besecured by this Assignment Event of DefaulL TIle words "Event of Default" mean and Include withoUt lImitation any of theEvents of Default set forth below In the section tilled "Events of DelaulL. Grantor. The word "Grantor" means Mental Heallh far Chndren, Inc. dba The Child Center_ <Jndebtedl1ess. The word ~1'1debtednes5~ means all principal and interest payable under the Note and any amounts, expended or advanced by lenDer to discharge obffgations of Grantor or expenses Incurred by Lender to enlorca obligations of Grantor under this AssIgnment, togmher with Interest on such amounts as provided in this AssIgnment In addition to the Note, the word "IndeblednessM ,InCludes all ablfgations, debts and liabilities, plus interes1lhereon, of Grantor to Lender, or anyone or more of them, as well as all claims by Lender against Granlor, or any ona or more of them, whether now extstingor hereafter'arising, whether related or unrelated to the purpose of thaNote, whether voluntary, or otherwise, whether due or not due, absolute or contlngen~ liquIdated or unliquidated and whether Grantor may be liable individually or Jointly with others. whether obligated as guarantor'or othslWise, and whether recovery upon such Indebtedness may be or hereafter-may becomej;;1rrl}d lJy any statute }?~!im~~~n:"' ~nd whether such Indebtedness may be or hereafter may.become otherwise unenforceable. (InlUal Here /~. J Lender. The w'ord "LBnd6~-ineans'McKenlie State 8ank. its successors and essigns. Note. The word "Noten means the promissory note or credit agreement dated July 24, 2000, in the original principal amount af $237,600.00 from Grantor to 'Lender, together with aU renewals of, extensions of, modlflcatIons of, refinancings of, consolidations of. .and: substitutions for the promissory note or agreement . Property. The worn "Property" means trle real property, and at! improvements thereon, described above in the "Assignmenr' section. . Real Property_ The word~ "ReaJ Property" mesn the property, interests and rlghls described above In the "Property Definition" sectton. Related Documents. 1l'l8WOros "Relat9d Documents" mean and Include wIthout limItation _ all pramlssolY notes, credit agreements, loan' agreements, environmental agreements, guaranties, security agreements, mortgages, deeds of trust, and all other b1struments, agreements ~ documents, whether now or hereafter exIsting, executed in connection with the Indebtedness. Rents. The word "Rents" means all ' rents, revenues, Income, issues, profits and proceeds from the Property, whether due now or lafar, including without limitation all Refits from all leases described on any exhibit attached to this AssIgnment.' THIS ASSIGNMENT IS GIVEN TO SECURE (1) PAYMENT OF THE INDEBTEDNESS AND (2) PERFORMANCE OF ANY AND ALL OBLIGATIONS - -~ !!'l. "0 Q) > .~ (J) 0::: (J) - as Cl , ()7:24-2000 loan No 5053050411 . Page,:;; ASSIGNMENT OF RENTS ., (Continued) OF GRANTOR UNDER THE NOTE, THIS ASSIGNMENT, AND. THE RELATED DOCUMENTS. THIS ASSIGNMENT IS GIVEN AND Il.CCEPTEO 011 THE FOLLOWING TERMS, PAYMENTAND PERFORMANCE. Except as otherwise provided In this Assignment or any Related Documen~ Grantor shall pay to Lender all a~ounts secured by this Assignmenl a;; lhey become dUEl, and shall strictly perform all ,of Grantor's obligations under lhls Assignment Unless and until Lender exercises its right to collect th!'! Renis as provided below arid 50.long as there Is no default under,this Assignment. Grantor may remaIn in possession and control of and operals and manage the Property and collect the Rents, provided that the granting of the right to collect the Rents shalf not canstitule Lender's consent to the llse of cash coUateral in a bankruplcy proceeding. GRANTOR'S REPRESENTATIONS AND WARRANTIES WITH RESPECT TO THE RENTS. With r..pool \0 the Renls, GranlDr repressnlS a~d warranls to lender that - Ownership. Grantor Is entitled,to receIve the Ranis free and clear of all rights, loans, liens, encumbrances, and claims except as disclosed 10 and accepled by Lender In writing.,. . Right t~ Assign. Grantor has the full right, power, and authority to enter rnto this Assignment and to assign and convey the Rents to Lander. No PrIor Assignment Granlor' has not previously assIgned or conveyed the Rents to any other person by any instrument now In force. No Fu_rther Transfer. Grantor will not sell, asStgn. encumber, or otherwisedisposa of any of Grantor's rights In the Rents except as -plOvlded in . this Agreement LENDER'S FUGHT TO COLLECT RENTS. lender shall have the right at any time, and Gven though no default shall have occurred under this Assignment, to coUeet and Illcelve the Rents. For thIs purpose, Lender Is hereby given and granted ths followIng rights, powers and authority: Notice to Tenants. Lender may send notices to any and a111enanls of the Property advisIng them of this Assignment and dIrecting all Rants to be paid directly to Lender or Lenders'agent Enter the PropertY. lender may enter upon~nd take Possession of the Propertv; demand, collect and receive from the tenants or from any ether persons liable !herefor, all 01 the Rents; Institute and carry on alllegai proceedIngs necessary for the protection of the Property, Including such proceedings as may be nacessary ~ recover possession of the Property. collect the Rents and remove any ,tenanLor tenants or other persons from the Property. .' Mhrntalnthe Property. lender mayentsr upon the Property'to maintain lJ1e Property and keep the same In repair; to pay the costs thereaf and of ~l sel"liees of all employees, Including their equipment, and of all continuing costs and expanses of malnlaining the P, roperty In proper, repair and ndillon, and ,also to pay aJlmxes, assessments and water utilltIes, and the premiums. of! fire and other insurance effected by Lender on the P perty. Cqmpllance wllh Laws. Len~er'may do any and a1llhings Ie execute and comply with the laws of the State of Oregon and also all other laws, rutes, orders, ordinancBs.and requIrements of all other governmental agencies affecting the Property. . _ , tiase the Property. Lender may rent or lease the whole or any part of the Property for such term or terms and on such conditions as Lender ~y deem appropriate; Im1plCY Agents. lender may engage such agent or agents as Lender may deem approprIate, either In Lender's name or In Grantor's name, to mt and manage the Property, Including the collection and application of Rents. . ~er Acts. Lender may do all such othet thIngs and acls with respect to lhe, Property as lender may dl*!m approprlata and may ect exclusively ~ solely In the place and stead of Granter and 10 have all of the powers of Granlor far the purposes stated above. ~equlrement to Act Lender shall not be requIred to do eny at the foregoing acts or things, and the fact that Lendef shaD have performed one qe(nore of the foregoing acts or things shan not require Lender to do any other specific act. or thing. . , APPUe'ATlONOF RENTS. AD costs and expenses Incurred by Lender In connection with the Property shaD be for Granlor's account and Lender may pay such costs and expenses from the Rents. lender, In Its sole discretion, shaD determine !he application of any and all Rents received by it; however, any such Rents receIved by lender whlchare not applied ta such costs and expenses shall be applied tattle Indebtedness. All expenditures maoe- by Lemlar under this Assi9nment and net reimbursed from the Rents shall become a part 01 the Indebtedness secured by this Asslgnm'ent, and shall be payable on demand, wIth inlerest at the Nola rata from date of expenditure until pald~ FULL PERFORMANCE.' If Grantor pays all-of the Indebtedness when,due and otherwise perlonns all the obllgallons impOsed upon Grantor under thls Assignment, the Note, and the Related Documents, Lander sham execute and deliver 10 Gl'afltor a suitable satisfacUon.of this Assignment Brld suitable sta1ements 01 termlriatjon of any financing Slalement on file eVidencIng Lender's security interest in the Rents and the Property. Any termination fee required bylaw shall be paid by Grantor, if permitted by applIcable law. EXPENDITURES BY LENDER.. If Grantor .fans to comply wIth any provlskm of this Assignment. Includfng any obllga~on to ~taln existing Indebl.ednass In good standing as required below, or" any action or proceeding lscommenced that would materially affect Lender's Interests In the Property, 'lander on Grantor's behalf may, but :shaJl not be required taj take any acllon that lender deems appropriate. Any amount that lender expends in so doing wm bear interest at the rata provided for In the Note from the dsteincurred or paId by,lsnder to the date ofrepaymant by Grantor. All :such expenses; at lender's option, will (a) be payable on demand, (b) be added to the balance of the Note ano be apportJonecl among and be payable with any installment paYments to become due during, either (ij lhe term qf any applicable Insurance policy or (il) the remaining term of the Note, or (c) be treated as a balloon payment which wJII be due and payable at the Note's maturity. This Assignment also wDl secure payment of lhese amounts. The rights provlded for In this paragraph shall be In addition to any other rights Of any remedies to which lender may be entiUed on accounl of the default Any such aellOn by lender shall not be construed as. curing the default SOBS to bar Lemler from any remedy that ltOthSrwlSB w~uld nave had. . DEFAULT. Each of lhe fonowfng, at the option of lender, shall constitute an event at default ("Event of Default") under this Assignment Derault on Indebtedness. FaDure of Grantor to make any payment when due on the Inde.btedness. Compliance Default Failure of Grantor to Comply wilh any oUlar term, obligation,. covenant or condltlon contained In this AssIgnment, the Note or in any of the Related Documents. . . Defa.ult In Favor 01 Third PartIes. Should Borrower or any Grantor default under any loan, extension 01 credit, security agreement, purchase or sales ,agreement, or. any other. agreement, In lavor of any othGr erectllor or person that. may materially affect any of Borrower's property or Borrower's or any Grantor's ability to repay the Loans or performthe!r respective obllgalions under this Assignment or any of the Related Docwnents. " False Statements. .Any warranty, represenlatk,n or statement made.or fuinished to ,Lender by or on .behalf of Grantor under this Assignment, the Nole or the Related Documents Is false or misleading in any'mate.rial respect, either no~ or at the time made Or furnished. Defec~ive ~ollateraJi2aUon. ThIs Assignment or any af the Ralated..Oocuments.ceases tabe In full force and effect {Including failure of any = (5 <'-/'. .... :z: < -. ----- Date Receiv6d, 07:24-2000 Loan No 5053050411 . ASSIGNMENT OF RENTS . (Continued) JAN 2 1 2G&ge 3 ~, - - ~oUaterBI documents to create.a valid and perfected security interest or lien) al any tima and fot any ra'ason. ungrna. ::>uDmTttar Other Defaults. FB~ure of Grantor to comply with any term. oblfgation, covenant, or condition contained In any other agreement betv.'een Grantor and Lender. . . Insolvency. The dissolution or termination of Grantor's exrslence as a going business, the Insolvency of Granlor, the appoIntment of a receiver for any part of Grantor's property, any assignment for the benefit of creditors, any type of creditor workout. or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Grantor. Foreclosure, Forfeiture, etc. Commencement of foreclosure or forfeiture proceedings, whether by judicial prcx:eeding, self-help, repossession or any other method, by any creditor of Grantor or by any governmental agency against any of the Property. However, this subsectfon shalf not apply in the event of a gaod'faith^dlspute by Grantor as to the validity or reasonableness 01 the claim which is the basis of the foreclosure or forefelture proceeding, provided that Grantor gives Lsnder written notice of such claim and furnishes reserve~sor a surety bond for the claIm satisfactory to Lender. Events AffecUng Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarant~ dies or becomes Incompetent; or revokes or disputes the validIty of, or lIabDity under, any Guaranty at the Indebtedness. Lender, at its option, may, but shall not be required to, permit the'Guarantors estate to assume unconditionally the obligations arising under the guaranty in a manner satisfactory to lander. and, In doIng so, cure the Eve~t of Default. - Adverse Change. A materia! adverse change occurs In Grantor's financial condition, or Lender believes the prospect of payment or performance of the Indebtedness Is ImpaIred. Insecurity. LE:nder.ln good faiUl deems itself insecure, ExlsUllg Indebtedness. A default shall occur under any Existing Indebtedness or under any Instrument on the Property securing any Existing Indebtedness, or commencemenl of any SlJtt or other actlon to foreclose any existing lien on the Property. Right to Cure. If such aJallure is curable and if Grantor has not beengfven a notice of a breach of the same provlslon of this-Assignment within the preceding twelve (12) months, it may be cured (and no Event of Default will have ~urred) if Grantor. after Lender sends written notice demanding cure of such fallure: (a) cures the failure within fifteen (15) days: or (b) if the cure requires more than fifteen (15) days, immediately inltlates steps sufficient to cure the failure and thereafter continues and completes all reasonable and necessary steps sufflclent.to prOduce compUance as soon as reasonably practical. . RIGHTS AND REMEDIES ON OEFAULT~ Upon the occurrence of any Event of Defaull and at any time thereafter, Lender may exercl~e anyone or more of fha fonowlng rights and remedies, in addition to any other rights or remedies provided by law: Accelerate lnd$bte.dness, Lander shall have the right at il5 option wilhout notice 10 Grantor to declare the entire Indebtedness Immediately due and payable, including anypr~payment penalty which Grantor would be required to pay. . Collect Rents. Lender shall h~ve the right, without notice to Grantori 10 take possession of the Property and collect the Rents. includ!ng amounts past due and unpaid, and apply Ihe net proceeds, over and above Lender's costs, against the Indebtedness. In furtherance of this rfght, Lender shall have all the rights provided for in Ihs.Lender"s Right to:Collect Section, above, If the Rents are. collected by lender,then Granto~.Irrevocably designates LenCter as Grantol's attomey-inkfact to endorse Instruments received In payment thereof In the nama of Grantor and to negotiate the same and collect the proceeds. Payments by tenants or other users to lender In response to lender's demEtfld shall $atisfy the oblIgatIons lor whIch the payments are made, whelher or not any proper grounds for the demand existed. Lender may exercise Its rights, under this subparagraph either. in parson, by agent,' or through a' receiver. : .; AppoInt Receiver. lander shall have the right to have a receiver appointooto take possessIon of all or any part of the PropertY. Wilh,!he power to pmlBc:tand preseIV8 the-Property, to operate the Property preceding foreclosure or sale, and to collect the Rents from the Property and apply tha proceeds, over and above the cost of the recefvershlp, against the Indebtedness. The receiver may serve wi1hout bond if permltted by law. Lender's right to the appointment of a receiver shall exist Whether or not the apparent value of the Property exceeds the Indebtedness by a substantiaiamount Employment by lender shall not disqualify B person from serving tfls B rscslvor. Other Remedies. Lender shall have all other rights and remedies provIded in this Assignment or the Note or by law. Waiver; Election of Remedies. A waiver by any party of a breach of a provision 01 this Assignment shall not constitute a waiver of or.prejudice the party's rlghts otherwIse to demand strict .compllance wIth that provision or any other provision. Eection by L~der to pursue any remedy shall not exclude pursuit of any .other remedy, affiI-an- election to make expendItures or take action to parform -an -oblIgation of, Grantor under this Assignment attar fanure of Grantor to perform shall nol affect Lender's right to declare a default and exercise its remedies under this Assignment. Attorneys" Fees; Expenses. II Lender institutes any suit Or Bclian to enforce any of the terms of thJs AssIgnment Lender shall be entitled to recover such sum as the court may adjudge reasonable as attomeys' fe!3's at trfa! and on any appeal. Whether Dr. not any court action Is Involved, all reasonable expenses incurred by Lender that in Lender's opinion are necessary at any.t!ma for the protection of Its Interest or the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall bear Interest from the date of expenditure until repaid at the rate provided for in the Note, Expenses covered by this paragraph Include, without limitation, however subject to any limIts under applicable law, Lender's attorneys' fees and Lander's legal expenses whether or not there Is a lawsuj~ Including attomeys' fees for bankruptcy proceedings (IncludIng efforts to modify or vacate Bny automatic stay Dr injunction), appeals and any anticipated post-judgment collection services, the !:lost of searching'records, oblalrilng tItle reports {includIng roreclosure reports). surveyors' reports, and appraisal fees, and title Insurance, to [he eXtent permitted byappUc:able.law. Gr.anfor also will pay any court costs, in addition to all other sums provided by law. MISCElLANEOUS PROVISIONS. The following miscellaneous provisions are a pan of th~ Asslgnmenl:: Ame!ldmenls, This ~slgnment, together with any Related Documants, consUMes the enllre undetstandlng and agreement 01 the parties as to thiOl matters set forth In this Assignment No alteration of or amendment to this ASSignment shall be effective unless given in wrtl1ng and signed by the party or parties sought to be charged or bound by the alteration or amendment Applicable Law. This-Assignment has been delivered to lender and accepted by lender in the State or Oregon. This Assignment shall be governed by and construed In accordance wn~ the laws of tha- Stare 01 Oregon. Multiple partl~; Corporate Authority. All Obligations of Grantor under thIs Assignment shall be Joint and several. and all references lo Grantor shall mean each and. every Grantor. This means that each of the persons signing below Is responsible for all obligations in thIs Assignment. No ModlOcaUon. Grantor shall not enter fnto any agreement with tha holder of any, mortgage, deed of trust, or ather security agreement which has priority over thIs Assignment by which that agreement Is modified, amended, extended, or renewed without Ule prIor written consent of l:ender. Grantor shall neither request nor accept any future advances ~nder any such security agreemenl wfthout the prior written consent of Lender. Severability. If a court of competent JurisdIction finds any provision of this Asstgnment to be In'iaHd or unenforceable as. to any person or m ", 07-24-2000 Lo';n No 5053050411 .. ASSIGNMENT OF RENTS . (Continued) Page ~ ctroumstancais!Jqh~findlng shall not render that provision Invalid or unenforceable as to any other persons. or ciroums\ances..lf feasible, any such offending provision shall be deemed to be rnadified to be within the limits of enforceability or validity; however, it the offending pravlsicn cannot be so modified, It shall be stricken and all other provisions of this AssJg~menl fn all other respects shaJ~ rema~ valid and E!nforceabJe. Successors and Assigns. Subject to the limitations staled [n 1/1is Assignment on transfer of Grant~r's Interest, this Assignment shall be binding upon and Inure to the benefit of the parties, their successors and assIgns. If'ownershlp of the Property becomes vested in a person other than Grantor. Lender, without, noUce to,Grantor, may deal wIth Grantor's succeSSOrs with reference to this Assignment and the Indebtedne~s by way of forbearance or extension without releasIng Grantor from the obligations of this Assignment or liability under the Indebtedness. Time Is o11,he Essenc~ Time \s ot Ule essence in the pertormance at this Assignment ~Waiver of Homestead'Exemptlan. Grantor hereby releases and waives all rights and benefits of the homestead .exemption taws of the Sta1e of :Oregonas to all Indebtedness secured'by this Assignment . _.' , . Waivers and Consents. Lender shan not be deemed to have waived any rights under this Asslgrynent (or under the Related Documents) unless 'such waiver is in writing and sIgned by Lender. No delay or omission on the part of Lender In exerclslng any right shall operate 85 a waiver af such right or any other right. A waIver by any party of a provIsion of this Assignment shafl not constitute a waiver of or prejudIce Ihe party's right otherwise to-demand strict compliance with that provision or any other provision. No \l00r waiver by Lender, nor, any COUf'59 of dealing between Lender and Grantor, shallconstiluta a waiver of any of lender's righls or any of Grantor's obligations as to any future transactions. Whenever consent by Lender Is required In lhis Assignment, the grantIng of such c:onsent by Lender in any Instance shaD not constitute continuing consent to subsequent instances where such consent is required. GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THiS ASSIGNMENT OF RENTS, AND GRANTOR AGREES TO n S TERMS, GRANTOR: for Chl , ren, ' Inc. dba>>" Child # By:.. //d//~ Bill Wellard, executive DIrector "- CORPORATE ACKNOWLEDGMENT COUNTY OF Orps,or- I "" ( lSS . OFFICIAL SEAL , JOHN RALEIGH . / NOTARY puauG- OREGON .' COMMISSION NO,301986 MY COMMISSION EXPIRES JUNE 10,2001 STATE OF On'lhls 'Z,'1 ,day of -S-\.A/~ . 2000 before me, the undersigned Notary Public, personally_appeared 8D! Wellard) Executive OJrector of Mental Health for Children, Inc. dba . The Chltd Center, and known to me to be an' authorized agent of the corporatIon that executed the Asstgnment of Rents and acknowledged the Assignment to be the free and voluntary aat and deed of the corporation, by authority of Its Bylaws or by resolution' Ofrboard of dIrectors, for the uses and purposes therein mentloned, and on oath stated that he or she Is authorlz.ed to executa ~~'gnmen1 nd fact executed the AssIgnment on behalf of the corporatlan. () .. I ~ /~ <1-.r'''51;p 1./ lI{ Bv _ ./"l ~eslding at ~ Notary ~bllC In and for the State of Or fie... 01'\ .r My commission eX~lres C Ii d) Z ()u I LASER PRO, Rail. U.S-.PaL& T.M-Off., ver.:i.2OC (C)2000CFTPros~Nice~ Inc."'Aj'j rights resel\'ed. (OR-G14 ~28F3..28 MENTALLN Cl,OVLj Date Received: JAN 2 1 2010 Original Submittal < . . ; Exhibit "A" auached 10 thai said DEED OF TRUST and ASSIGNMENT OF RENTS daled 7/i4/00. ElChibit "A" Beginnifjg at apoint 24 feet North of the corner of sections 19, 20, 29, and 30, Township 17 South, Range 2 West ofthe WillameUe Meridian and running thence South 25030' West, 191.7 feet to the left bank of the McKenzie River; thence North 700 40' East, 90 feet to the meander comer of 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 comer between Sections 20 and 29, on the left bank ofthe 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, 317.1 feet; thence North 860 I I' West, 132.8 feet; thence North 450 J 7' West, 161.0 feet t center of the County Road; thence South 610 West along the center of the Cou'nty Road, 84.8 feel; thence South 290 42' East, 74. J feet; thence South 250 30' West, 453.8 feel to the Place of Beginning. Mental Health for Children, lne, d~ The 9Yld Center By: AP/d4~ , BillWellard, Executive Director Dale: Julv 24. 2000 Date Received: , .. JAN 2 1 ?OlO Original' Submittal .-~, ..~ !!!'I I , I' I r Division Df Chief Deputy Clerk Lane Counly Deeds and RecQrds 2~.Oc~loc 1111111111111111111111111111111111111111111111111 131.00 ee33322120l!2eeS91SS00;!0020 I 6/ 1 40 22 ^" 09 0 2002 0: : " RPR-ESllT Cnt..=l Sln=B CRSHIER 01 $10.00 $10,00 $11,00 Date Received: JAN 2 1 fOl0 ' Original SUbmittal . , - d <.> ~ Q '" :s '" lli '" ~ 12 "" cc ~ '" L c..-r:. z 00<.-0 '1 SPRINGFIELD UTILITY BOARD RIGHT-oF.WAY EASEMENT KNOW ALL MEN BY THESE PRESENTS, that, the undersigned, MENTAL HEALTH FOR CHILDREN, for a good and valuabh:: consideration, of the paymenl of the sum of $0.00, the receipt whereof is hereby acknowledged. does hereby grant unto the City of Springfield, a municjpnl corporation, ncting'by and through it's SPRINGFIELD UTILITY BOARD) and unto its successors nnd assigns, the right to enter upon the lands of the undersigned situated in the City of Springfield, Stale of Oregon, anclmore particularly described as follows: Beginning at a poin124.0 feet North oflhe comer common to Sections 19, 20, 29 and 30 in Township 17 South Range 2 west oftbe WilIameUe Meridian, in Lane County, Oregon. run thence" North 25' 30" East 453.80 feet to a point, said point being referenced by n 5/8" iron rod. thence North 2!r 42' West 27.33 feet to n point on the Easrerly right ofwsy line of Mnrcolll Road, said point being referenced by 518" iron rod, thence run South 60' 22' 24n West along the Easterly right of way line of said Marcela Road 31127 feet to ~ point marked by 115/8" iron rod found marking Engineers centerline stolion 30 plus 71.57 P.T. (and being 54.85 feet Easterly when measured at right angles to the said centerline of Man:ola Road), continuing along said right of way line South 60: 22' 24" West 11 distance of 172.31 feet to 11 point marked.by 115/8" iron rod setnt a point 51.72 feet Easterly (when measured at right angles to the centerline of said Marcela Road) ofEngineer5 centerline station 29 plus 00 P.D.C., thence along the arc oIa curve left {lhe chord of which bears Soulb 55" 16' 55" West 195.23. fect).to a point marked by a 5/8" iron rod (said point beJng 46.51 feet Easterly of (when measured al right angles to the centerline of said Marcola Road) at Engineers centerline station 27 plus 00 P.D.C., thence leaving the Easterly right of way line of said Marcola Road and run South 6" 57' 50'" West'261.48 feet to a point marked by a 5/B" iron rod. thence North 85" 15' Enst 362_06 fcetto a point thal bears 16239 feet Sout~ 25" 30' West of the point ofbeginning,lbence North 25' 3D' East I 62,39-fect to the point of beginning, in Lnne County, Oregon. Also known as: Tax Map #17-1)2-30.00, Tax Lot 1100100 Does hereby grant Springfield Utility Board an easement beginning at the North East comer of the above descnoed property where it meets theE.3sterly right of way line of Marcola Road; thence South 290 42' Enst 27.33 feet; thence South 600 22' 24'" West 10 feet; thence North 290 42' West 2733 feel; lhence North 60022' 24'" East 10 fcelto the point of beginning. And to place, construct, operate, repair,. maintain, relocate, and replace therein an overhend electric distnoution and telecommunication lines, inclUding poles, guy wires, vaults, transformers, and other necessary facilities, to remove and replace fences and lawns Lo lhe extent necessary to conslruct, maintain., and protect said lines, to cut and trim trees and shrubbery, and to trim and remove all dead, weak, leaning, or dangerous branches or entire trees that arc high enough to strike wires. No part of any building or pennanentstructure will be placed upon this easement, other than asphaltic pavement. curbs, sidewalks, and driveway aprons. The undersigned_ covenants that lbey are the owners of the above-descnoed property and that such property is free and clear of encumbrances and liens of whatsoever character. wdL IAhJ//' 9" S"-Q L WilIium W~l1ard, Autborized Representative far MentaJHeaJth-For Cbndren Date Received: Date JAN 2.1 ZtI1O' STATE OF OREGON ) County ofLan,e l ss. Original submittal BE IT REMEMBERED, Thai on this ~ay ofMPAYJbt.t.a002, before'me, the undersigned, a Notary Public in and for said County and State, personally appeared the within ruuned WILLIAM WELLARD. AUTHORIZED IlEPRESENTATTVE FOR MENTAL HEALTH FOR eRn .DREN know to me to be the identical individual described in and who executed the within instrument and acknowledged to me that she executed the same freely and voluntarily. IN TESTIMONY WHEREOF, 1 have hereunto set my hand und affixed my official seal the clllY and year last above w..;!tP"6mCIN.5;:},L \ ~ rJ]tuJJ!iV ~ ,..."llfJIU.lP:'t'IFSTON ~~i(\ '. , rlf;EGON Notary Public for Oregon _ a 5AN~:CC:~';rJi;oo.-I My ;r~on Zires: J ~ -.it> -O?' ~ep~~~~=~AL. ~ ,MY CO.YMlSS10N EXPIRES FEB:25. 2113 Robert C. Linahan, P.E. Electric Operations Director PIC<1Sc.retl!m to; SUB. 1001 Main Street., Soringficld. OR 97471 Ann: TanvTnlbol ., I 1illlnformation -" ,.'. ... 'To Build On ' e____.....:-- I'A___ V. ~ .....u~..qf · ...",RILr'l.'I(j,jiAU,'d:' · .~'I!f Geotechnical Investigation and Engineering Services Report For the The Child Center . 3995 Marco/a Road Springfield, Oregon 97477 Prepared for The Child Center 3995 Marco/a Road Springfield, Oregon 97477 Prepared by Professional'Service Industries, Inc. 1040-A Shelley Street Springfield, Oregon 97477 Telephone: 541.746.9649 December 5, 2008 ,....."..." ~------=---- PSI REPORT,NUMBER: 722-85046-1 . )r{,.., i/}".,,, ~.;\~:~~. Date Received: JAN 2, 1 2010 . Original Submittal November 28, 2008 Mr, Bill Wellard The Child Center 3995 MarCela Road Springfield, Oregon 97477 Subject: Geotechnical Investigation and Engineering Services Report The Child Center 3995 Marcela Road Springfield, Oregon 97477 PSI Report No. 722-85046-1 Dear Mr. Wellard: Professional Service Industries, Inc, (PSI) is pleased to submit our Geotechnical Investigation and Engineering Services Report for the proposed Child Center outpatient facility in Springfield, Oregon. Our evaluation was completed in general accordance with our proposal number 722-08-095 dated October 6, 2008 which was signed by you on October 21, 2008. Our investigation is intended to help you, the engineer, and the architect in designing foundations and preparing plans and specifications for construction of the proposed building. Please contact us if additional assistance or observation and testing services are needed for the project as it progresses through design and construction. Respec!fully Submitted, Professional Service Industries, Inc. ~~ Geol6gy Staff ~ ~,' ~~c.PE Principal Consultant Distribution: Addressee (2 hard copies, 1 eleclronic copy) AJD:ajd ."..',.. . Date R."';Ved: . . '... , JAN 2 f :""" " l,~..J Original Submittal TABLE OF CONTENTS Page 1 I NTRODUCTION ......................,.......................;........................"........................................1 2 PURPOSE AND SCOPE OF WORK ............................................................................1 3 SITE CON D ITI 0 NS..........,..........".."....,..".. .............,." .............................,........................3 3.1 Site Geology........................... .....................:................................................ ............3 3.2' Seismic Setting and Local Faulting...........................,......:...............................:....4 3.3 Surface Conditions................,. ......... ..............:.. ..................... ..,..............,...............4 3.4 Subsurface Conditions...................................,.. ......,...................... ..............,.,........4 4 CONCLUSIONS AND RECOMMENDATIONS ........,.....................................................5 4.1 General. ....... .........,............... ......................,........ .................... ..................................5 4.2 Site Preparation ..................... ........ .................... ......................................................5 4.3 Construction Recommendations.. .................. ....................................,... ...........,...6 4.5 Trench Backfill................. ,...... ........... .................,...............,.............. ......... ..............7 4.6 Structural Fi II.............."........... ......,. ......................................,......:..........................., 8 4.7 Foundation Recommendations .......................................,..........................,..........9 . 4.8 Floor Slab Support..,........ ...... ......... ......,. .,......................................... ....................10 5 RECOMM ENDED ADDITIONAL SERVICES................................................................ll 6 LI M IT ATI ON S ................................... .......,.. ....................,.................... .............................. .12 Date Received: ,"' . <': . ~, ' ..' '. " JAN 2 1 2010 Original Submittal . ",,, LIST OF FIGURES 1 Site Relative to Surrounding Features 2 Schematic Site Plan LIST OF APPENDICES Appendix No. A. Laboratory Testing and Field Exploration'Program . . , i~, .' Date Received: JAN 2J 2010 Original Submittal GEOTECHNICAL INVESTIGATION REPORT THE CHILD CENTER SPRINGFIELD, OREGON 1 'INTRODUCTION The new Child Center outpatient facility will be located at 3995 Marcola Road in Springfield, Oregon. The site relative to surrbunding features is shown if) Figure 1. .1' Based on the information provided to us in an email dated September 28, 2008 and . during a site visit on September 30, 2008, we understand the proposed development will consist of the construction of one building. The building will be approximately 5,000 square feet and be constructed with wood frame on a concrete slab-on-grade. Detailed structural loading was not provided at this time, therefore we.assumed maximum column and wall loads will beon the order of 50 kips and 4 kips per linear foot, respectively. The preliminary. site plan is shQwn in Figure 2, entitled "Schematic Site Plan." The conclusions and recommendations contained in this report are based on our understanding of the currently proposed use of the project site, as derived from layout drawings, written information, and verbal information supplied to us. Consequently, if any changes are made in the currently proposed project, we may need to modify our. conclusions and recommendations contained herein to reflect those changes. The following paragraphs sUmmarize our site reconnaissance, subsurface investigation, and geotechnical findings, conclusions, and recommendations for development. 2 PURPOSE.AND SCOPE OF WORK Our geotechnical investigation provides recommendations for project design and construction. The sRecific scope of our services is summarized below: Date Received: JAN 2 J 2010 Original Submittal . Coordinate and manage the fiela investigation including utility checks, site . access authorizations, access preparation and scheduling PSI field staff. . Observe two soil borings using our rubber tired drill rig. The soil borings were . advanced to approximately 9 feet. . Maintain a detailed log of soil, rock and groundwater conditions encountered in each soil boring and obtain soil samples for laboratory testing. . Complete soil. testing of selected soil samples in general accordance with guidelines presented in ASTM standards. 3 Moisture Content tests . ~ 2 Atterberg Limits tests . 3 Grain Size analyses . Provide recommendations for site preparation, grading and drainage, use and reuse, of on site soil and imported 'material for structural fill, compaction criteria, cut-and-fiII slope criteria, and wet-weather earthwork procedures. . Provide recommendations for design and construction of lightly loaded shallow spread footings including allowable design bearing pressures, minimum footing , depth and width, and estimates of settlement. . Provide geotechnical engineering recommendations for the design and , construction of concrete floor slabs. . Provide a discussion of groundwater conditions on the site and recommendations for subsurface drainageoffoundations and floor slabs. . Evaluate the' seismic activity near the site, seismic design criteria, and liquefaction potential of site soils in accordance with the 2007 State of Oregon Structural Specialty Code. Our report will meet the requirements of a site specific seismic evaluation. We assume the-site will be designed using a code based site Date Received: 2 JAN 21 2010 " Original Submittal . (soil column) response, method. As such, our. report will not ,include 'a site specific site respons~ spectrum. . Provide a written report summarizing our explorations, geotechnical analysis, conclusions and recommendations. We will provide two bound copies of our report and an electronic version in PDF format. 3 SITE CONDITIONS 3.1 Site Geology The subject site lies within the southernmost portion of the Puget Lowlands that extends from Vancouver, British Columbia to just south of Eugene. . The Willamette Valley portion ofthe province is a narrow alluvial plain approximately 130 miles long and 20 to 40 miles wide (Orr and Orr, 1996). Bedrock in the valley vicinity isthe Eugene Formation that dates to the late Eocene period, about 35 million years ago. The Eugene Formation is a generally well- consolidated to cemented, tuffaceous sedimentary rock deposited in a near-shore marine environment. Low energy streams and lakes that formed in the later Pliocene Epoch covered the Eugene Formation with fluvial and lacustrine deposits of sill and clay to variable depths. The rock was later folded and compressed during the Miocene and Pliocene Epochs thatuplifted the Cascade and Coast Range Mountain Range~ and depressed.the Willamette Valley (Yeats and others, 1991). Uplift of the Cascade Mountains in the Pliocene Epoch steepened stream gradients causing rapi.d erosion of the Cascade Mountains and deposition of thick gravel layers that cover the Eugene Formation. During the last ice age, 10 to 40 thousand years ago the Missoula Flood~ filled the Willamette Valley to a depth of approximately 350 feet with silt, clay, sand and gravel deposits (Allen and others, 1986). Date Received: JAN 2 12010 Original submittal 3 '..\. 3.2 Seismic Setting and Local Faulting' . The Springfield area is subject to seismic events stemming from three possible sources: ihe Cascadia Subduction Zone (CSZ) at the interface between the Juan de Fuca plate arid the North American plate, intraslab faults within the Juan de Fuca plate, and crustal faults in the North American plate. Maximum magnitude for a CSZ event is expected to be in the range of Moment Magnitude (MW) 8..5 to 9.0: Known and suspected crustal faults in the region have been characterized for the United States Geological Society (USGS) and the Oregon Department of Geology. There are no Quaternary crustal faults mapped in the immediate vicinity of Springfield. The nearest mapped faults with quaternary displacement are approximately 20 to 40 miles away and include the unnamed faults near Sutherlin, the Upper Willamette River fault zone, the Owl Creek fault zone, and the Corvallis fault zone. The contribution of potential earthquake-induced ground motion from all known sources is includedin the probabilistic response spectrum provided in the 2006 International Building Code. Seismic site characterization and design recommendations in accordance with the 2007 Oregon Structural Specialty Code are provided in the Seismic Considerations section of this report. 3.3 Surface Conditions The site is located at 3995 Marcola Road in Springfield, Oregon. The site is bordered to the north and west. by Marcola Road and to the south and east by the McKenzie River. The site is relatively flat with an approximate relief of one to two feet. The site is vegetated with grass and sparse low'weeds. 3.4 Subsurface Conditions We explored subsurface conditions at the site by completing two soil borings to depths up to nine feet below the ground surface (bgs). The locations of the soil borings are shown in Figure 2 entitled, "Schematic Site Plan". Soil samples were obtained for classificatioll, verification, and laboratory testing. Descriptions of the field explorations, laboratory testing program, test results, and the test pit logs are provided in Appendix A. Date Recci'JTK:: 4 JAN 2)(~:O Original Submittal Soils encountered on site typically consist of surficial SILT (ML) with organic matter to fourinches bgs. . Underlying the rooted zone is a plastic SILT (MH) to 7 Y, feet bgs. From four inches to five feet bgs the material is reddish brown with some yellow to yellowish brown mottling..At approximately five feet in depth the SILT became brown with trace safid. The SILT with trace sand is underlain by well-gradedG~VEL (GW) locally referred to as"bar run," which extend from approximately 7 Y, feet bgs to the maximum depth explored of nine feet bgs. . Our detailed interpretation of the soils encountered at the site is shown in the exploration logs provided in Appendix A. 3.5 Groundwater We did hot encounter groundwater in any of Qur soil borings on Novemb~r 3, 2008; however, it is possible that seasonalliariations will cause groundwater fluctuations. Additionally, ~erched water may be encountered in discontinuous zones \!I'ithin the near surface soil. We recommend that the earthwork contractor verify actual groundwater levels at the time of construction. Continuous groundwater or perched groundwater may be near the ground surface later in the wet season or after. periods of prolonged rainfall. 4 CONCLUSIONS AND RECOMMENDATIONS 4.1 General Based on the results of o.ur reconnaissance, explorations; laboratory testing, and. analysis, it is our opinion .that the site is suitable for the intended development. We find no geotechnical conditions that restrict development other than the plastic SILT. We do not recommend'supporting foundation loads directly on this material. 4.2 Site Preparation We recommend intercepting anp diverting sources of surface or near-surface water away from construction zones before stripping begins. Becau'se the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods, final decisionstf&~~gceived: drainage'systems are best made in the field at the time of construction. JAN 52 .12010 oricinal submittal The existing vegetation and the heavily rooted soil zone should be stripped and removed from the site in all proposed building and fill areas and for a five foot margin around such areas. Based on our explorations, the depth of stripping in these areas will average about four inches. Greater stripping depths may be required to remove isolated deeper zones. The actual stripping depth should be based on field observations at the time of construction. Stripped material should be transported offsite for disposal or used in landscaped areas. Grass and weeds should be rem.oved from all building and paved areas. Depending on the methods used, considerable disturbance and loosening of the subgrade could .occur during site grubbing. We recommend that. soil disturbed during grubbing operations be removed to expose firm, undisturbed subgrade. The resulting excavations should be backfilled with structural fill as . described below, A member of our geotechnical staff should observe the exposed subgrade and excavations after stripping, grubbing, and site cutting have been completed to , . determine if there are areas of unsuitable soil. Our representative should also observe a proofroll of areas .of the site that will receive structural fill. A fully loaded dump truck, with a minimum gross vehicle weight (G'v.w.) of 40,000 Ibs, should be used to proofroll and identify areas of excessive yielding. If areas of soft soil or excessive yielding are identified, the soft soil should be excavated and replaced with compacted materials recommended for structural fill. Proofrolling of the subgrade should not be performed during wet weather or if wet ground conditions. exist. In these instances, the subgrade should be evaluated using a soil probe. Soils that have been disturbed during site preparation activities, Dr soft or loose zones identified during probing, should be removed and replaced with structural fill. 4.3 Construction Recommendations The fine-grained soils at the site can be. disturbed if construction occurs during the wet season. If not carefully executed, site preparation, mass grading excavati.on, and utility trench work can create extensive soft areas and significant repair costs can result. If construction is planned for the wet season, the construction methods and schedule should be carefully consider~d with respect to protecting the subgrade to reduce over excavation of disturbed or softened soil. If constructio.n .occurs during the wet season, site preparation activities'may ~@~eceived: accomplished using trackcmounted equipment, loading material into trucks supported on JAN<21201O Original Submittal / ~gJ:anular haUl roads. A geotextile should be placed in the haul roads on undisturbed subgrade below the granular haul road material. 4.4 Excavation Safety Temporary earth slopes may be cut near-vertical to heights of four feet. Excavations deeper than four feet should be performed in accordance with Department of Labor Occupational Safety and Health Administration (OSHA) guidelines. Job site safety is the responsibility of the 'project contractor. In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amencjed its . "Construction Standards for Excavations, 29 CFR, Part 1926, Subpart P". This document was issued to better insure the safety of personnel entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly . . enforced and, jf they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shor~, slope, or bench the sides of the excavations as required . to maintain stability of both the excavation sides and bottom, The contractor's . ' "responsible person", as defined In 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trencn excavation depth, exceed those specified in local, state, and federal state regulations. We are providing this information solely as a service to our client. PSI does not assume responsibility for construction site safety or the 'contractor's or other parties' compliance with local, state, and federCjI safety or other regulations. 4.5 Trench Backfill " Trench backfill should consist of a well-graded granular material with a maximum partiQLe.s!~e.:of % inch with less than 8 percent by weight passing the U.S. Standard No.' " , Date Received: 7 JAN 2 ,.1 2010 . . Or!fJlns! Submitt6!' 200 Sieve. The material should be free of roots, organic matter, and other unsuitable materials. Backfill of the pipe embedment zone, including the bedding zone and pipe zone, should be placed and compacted in maximum ,lifts of 6 inches. Trench backfill above the pipe zone should be placed and compacted with a minimum of two lifts. A minimum cover of 3 feet over the top of the pipe should be placed before compacting with a hydrclUlic plate compactor (hoe-pack): Within pavement or structural areas, trench backfill placed within 3 feet of finished grade should be compacted to at least,95 percent of the maximum dry density, as determined by ASTM D 1557 (modified proctor). In all other areas, trench backfill should be compacted to at least 90 percent of the proctor,or as recommended by the pipe manufacturer. 4.6 Structural Fill The native soils are suitable for use as structural filf during prolonged periods of dry weather. Du'ring wet weather construction, we recommend usinga granular material for structural fills as described below. Imported Fill Material: Typical structural fill materials include clean sand, gravel, washed rock, crushed rock, quarry spalls, well-graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit-run"), and miscellaneous mixtures of silt, san'd, and gravel. Recycled asphalt, concrete, and glass, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. The maximum particle size Jor structural fill should be restricted to 6 inches., . Fill material placed during wet weather must generally consist of granular material with fines content of less than 8 percent by weight.. Soil containing more than about 8 . percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than about 2 percentage points above optimum. For fill placement during wet weather, we recommend using granular material with fines content of 8 percent or less based on the soil fraction passing the U.S. No, 200 Sieve. Granular fill should be p1ace9 in lifts with a maximum uncompacted thickness of 12 inches. Fill material should be compacted to not less thim 95 percent of the maximum dry unit weight density as determined by ASTM D1557. ' Date Received: JAN 2 J~OlO Original Submittal ,- Regardless of material or location, all structural fill should be piaced over firm, " , unyielding subgrade prepared in accordance with the "Site Preparation" section of this report. A PSI representative should verify the condition of all subgrade before filling or construction begins. Fill soil compaction should be verified by in-place density tests performed during fill placement so that adequacy of soil compaction may be evaluated as earthwork progresses, When fill material is inconsistent or when particle size is greater than 1;1, inch in diameter, fill placement should be observed and compaction evaluated by observation of proofrolls or the operation of heavy rubber tired construction equipment. 4.7 Foundation Recommendations Foundations bearing on 12 inches of structural fill overlying native.plastic SILT material may be sized for a maximum net allowable soil bearing pressure of up to 2,500 pounds per square foot (psf)., The allowable bearing capacity can be increased one-third for short- term wind and/or seismic loading. Exterior and interior continuous footings should have a minimum width of 24 inches and be located at a depth of at least 18 inches below the lowest adjacent exterior grade to provide frost protection. Continuous footings should be placed over 12 inches of' compacted granular fill. The granular fill should be a minimum of 48 inches in width at the base of the footing. Spread pad footings should have minimum dimensions of 5 feet square and should be placed over 12 inches of compacted granular fill. Gravel width at the bo!tom of pad footirigs should be a minimum of seven (7) feet. Consolidation of the overburden resulting from the foundation loads will result in some :foundation settlement. Based on the soils we encountered, laboratory testing, and the anticipated foundation loads, we estimate that foundation settlements should not exceed one inch. Differential settlement between two adjacent columns should not exceed 50 percent of the total settlement. Allowable lateral friction resistance between the base of footings and the compacted granular fill can be expressed as the applied vertical load multiplied by a coefficient of '_ ,~, friction of 0.35. '. Date Reci:l:\iS;., - ~ . . ~. JAM 2:\ .:::J 0riginal S~bmittal The foundation excavations should be observed by a representative of PSI prior to steel or concrete placement to assess that the foundatio~ materials are capable of supporting the design loads and are consistent with the materials discussed in this report. Soft or loose soil zones encountered at the bottom of the footing excavations should be removed to the level of firm soils free of deleterious materials or adequately compacted structural fill as directed by the geotechnical engineer. Cavities formed as a result of excavation of soft or loose soil zones should be backfilled with lean concrete or dense, well-graded, compacted crushed rock. 4.8 Fioor Slab Support We recommend the concrete floor slab-on-grade be supported on at least eight inches of properly compacted, crushed, granular fill placed ~s described in section 4.6 of this report. If the soil conditions allow, proofrolling as described in the "Site Preparation" section of this report should be accomplished in order to identify any soft or unstable subgrade soils that may need to be removed from the floor slab area prior to structural fill placement. Additionally, the structural fill should be compacted in accordance with the section 4.6'of this report, and also proofrolled to a firm unyielding condition. If construction takes place during wet weather the rock section may need to be increased from the eight inches recommended above. A representative of the geotechnical engineer should assess the subgrade at the time of construction to make this determination. The crushed rock fill should provide a capillary break to limit migration of moisture through the slab. If additional protection against moisture vapor is desired, a moisture vapor retarding membrane may also be incorporated into'the design. Factors such as cost, special 'considerations for construction and the floor coverings suggest that decisions on the use of vapor retarding membranes be made by the architect and the . . . - . owner. 4.9 Seismic Considerations and Design Factors For this site, we find no credible threat posed by soil liquefaction; surface fault offset; or seismically induced landslides. Neither our investigations nor published reports by the Oregon Department of Geology and Mineral industries (DOGAMll suggest an elevated geologic hazard exists due to any of these factors. r Date Reciid'ed: J;; JAN 2 ,I 2010 Original Submittal, The contribution of potential earthquake induced ground motion from all known sources, inCluding the faults described above, are included in the probabilistic ground motion maps developed by the USGS and are implemented in the 2007 State of Oregon . , Structural Specialty Code (OSSC) In accordance with paragraph 1613.5 of the 2007 OSSC, mapped seismic acceleration par~meters were obtained from'the United States Geological Survey for the project site. The acceleration parameter Ss is equal to 0.63g and the acceleration parameter S1 equals 0.30g. The seismic soil profile for the upper 100 feet beneath the site conforms to the characteristics of Site Class "D." The PGA (peak ground acceleration) for this site is 0.262g. The return interval for these ground motions.is 2 percent probability of exceedance in 50 years. . 5 RECOMMENDED ADDITIONAL SERVICES It is recommended that PSI be retained to examine and identify soii exposures created during project excavations in order to verify that soil conditions are as anticipated. We further recommend that structural fills, if any, be continuously observed and tested by our representative in order to evaluate the thoroughness and uniformity of their compaction. If possible, samples of fill materials should be submitted to our laboratory for evaluation prior to placement of fills on site. Costs for the .recommended observations during construct~on are ,beyond the scope of .this current consultation. Such future services would be at an additional charge. Date Received: JAN 2"12010 Origin'al s'ubmittal .' 11 6 LIMITATIONS This report is for the exclusive use or the addressee and their representatives for the proposed development described herein. The data may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us, In the absence of our written approval, we make no representation and assume no responsibiiity to other parties regarding this report. Services performed by the geotechnical engineer forthis project have been conducted with that level or care and skill ordinarily exercised by members of the profession currently practicing in this area. Nowarranty, expressed or implied, is made. Respectfully Submitted, v Professional Service Industries, fnc. CCB# 176269 ~~ Geology Staff Richard W. Hanrord Principal Consultant Date Received: JAM ~ ! "~'n h l: I (v.lJ. Original Submiil"'I 12 .~ , ..' 1 '. ' j'""" FIGURES ., . I , . ;., Date Received: JAN 21'1 2010 Original Submittal ,,\ l:J Source: USGS, Springfield 7.5' Quadrangle 1967, photorevised 1986 Project " :'R.:,,/~. I: I II I , " , The Child Center 3995 Marcola Road , Springfiel9, Oregon Project No. 722-85046-1 Date Date Receiv, d: DecemberS, 2008 Professional Service Industries - 1040-A Shelley Street -.Springfield, Oregon 97477 -.Phone (541) 746.9649 - F Original Submittal '. , L h") "F\ (') '" ;:s 3 r; P2. ') .., >:~!, "'l' .,..." --.,' '..~ ~! . 7~ ~( .,. <.,;;' ( j l tD. j I -..... . /" ,~'.,. ~ "-.:.~ ,,-~/~.~ / ,/ "'':).. , ~ ~lSlltfG' GI:,<.Vu. r.vu:UIG. "'f -- -- / ---- - ~ /<-< o s<!lke: THG Archilect~, Schematic Site' Plan (check ~et) dated 5129/08 \11 '- ~ ~ .;;... ..... = - = ;0 CD o CD <: ~ Q ";) Approximate ~Oll Boring Locatl~n The Child Center 3995 Marcola Road Springfield, Oregon 1~ ,. --f I I J ~ i I I J I I Date FIGURE 2 : SCHEMATIC SITE PLAN NT.S. Project No. 722-85046-1 December 5, 2008 ProfessIOnal Service Industnes. 104u-A ~nelley Street" Springfield, Oregon 97477. Phone (541f/46.964ii'=1'"ax (54-1 -146.7163 l"" ,. , , "lIrPormation .. tiI:!!!'. I ~ I , , ~~~, ToBuildOn 6!11g1JJ"...JI,1l"~,1 .~.~~ 1040A Shelley Street Springfield, Oregon.97477 . (541)746.9649 FAX (541)746.7163 UNIFIED SOIL CLASSIFICATION'SYSTEM UNIRED SOIL CLASSIFICATION AND SYMBOL CHART COARSE-GRAlNED SOILS (more than 50% of material is larger than No. 200 sieve size.) Clean Gravels (Less than 5% fines) .~"'l GW Well.graded gravels. grave~sand -:... ' mixtures. little Qr no fines ~- ~ Poorly-graded g-avels, gravel-sand ,;:~ . GP mPctures, little or no fines "'. Gravels with fmes (Mae than 12% fines) I GM Silty gravels, gravel-sand-silt mixtures Clayey gravels, gravel-sand-day ,; GC mOOu",s Ctean Sands (less than 5% fines) ~~{I SW Well-graded sands, gravelly sands, 1;,},)~,f..l,:,:,I. SP ::ri: ;::::saoos, graveDy saoos, '.~>;" little or no fines Sands with fines (More than 12% fines) ISM I SC Clayey sands. sand-clay mixtures FlNE-GRAINED SOilS (50% or more of material is smaller than No. 200 sieve size.) GRAVELS More than 50'% of coarse fraction liuger tt'.an~o.,4 sieve size SANDS 50% a more of coarse 'fraction smaller than No, 4 , sieve size SILTS AND CLAYS Uquid limit ~ess than 50% SlUS AND CLAYS Liquid limit 50% or greater HIGHLY ORGANIC SOILS ML IQ II, MH ICH ~ x': OH oJ:J: ~ 0..Z !~ ~ PT b Silty sands. sand-silt mixtures Inorganic sitts and very fine sands. rock floor, silty of clayey fme sands or clayey sllls wllh sfight plasticity Inorganic -clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays Ol Organic sifts and organic silty clays of Iowplasticily Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic sats Inorganic clays of high plasticity, fa clays Organic days of medium 10 high ~asticity, organic silts Peat and other highly organic soils . LABORATORY CLASSIFICATION CRITERIA GW 060 030 Cu ==' - greater than 4, Cc = between 1 and 3 010 0'0x060 GP Not ",<:.o~.~ all gradation requirements for GW GM Allelllerg limils belON 'A'.I line a P.1. less than 4 Atterberg limits above" N' I line with p.L greater than 7 060 030 Cu = - greater than 4; Cc = between 1 and 3 .0'0 D'OxD60 GC Above .~ line with P.l. between 4 and 7 are bon1erfine cases requiring use of dual symbds' SW SP Not meeting all l:f'a~~;u., req~irements fur GW SM Attelllerg limils below .~ ., line or- P J. less than 4 Allelllerg limils above . ~ I ' line with P.l. greater Ihan 7 Umits plotting in shaded zone with P.f. between 4 and 7 are oorderline cases requiring use of dual symbols. SC Determine percentages of sand and gravel from grain-size curve. Depending on p..:..v.:.":':':ljI" of fines (fraction smaherthan No. 200 sieve siZe~ coarse-graJned soils are classified as follows: Less iIlan 5 pen:ent .................................... GW. GP. SW. SP More 1han 12 pen:ent .................................. GM. GC. SM, SC 5 tn 12 percent ................... Borderline cases requiring dual symbols PLASllClTY CHART 60 ~ 501 ~ 401 x "' c <; 30 >- ... U 20 i= '" ~ 1r ... r o' /' , Cl CH / /' ,.. AUNE: /PI - 0)3{LL-20) /' MH!\OH , / /' , "....,,/ ML& )l , 10 20. :30 40 50 60 70 80. 90 100 LIQUID LIMIT (ll) ('!.) , , r ~i:. j..:' Date Received: JAN 2il 2010 Original Submittal r APPENDIXA LABORATORY TESTING FIELD EXPLORATION PROGRAM of Date Received: JAN 21 fOlD Original submittal CLIENT: The Child Center PROJECT: The Child Center LOG OF TEST BORING NO. B-1 DATE OF EXPLORATION: 11/3/2008 EQUIPMENT: CME 75 Rubber-tire LOCATION: 3995 Marcola Road, Springfield, Oregon PSI PROJECT NUMBER: 722-85046-1 SURF. ELEV.: r-< '" ~ i ~ '" ~~ Surficial grass and weeds, roct matter, wet, dark , ~~~3~I_________________j moist, stiff, yellow-brown Sn,T SOn, DESCRlP'ITON ss . 5 - SS APPROVED BY: RayAliperti BORlNG LOCATION: 44.04250 N /-122.57936 W , O,::R' . .r;' '0' H . ga~ ~t f-<.;:;~~ ~o ,,~~ ~ ~ H ~ E'J ~ gJ ~ ~~ ~ ~ ,<(~ nZ ~o pU O~ ~~ f2~l'<o IZl ~ J Z '" ~~ J' 10, - _-1YfL_ _~_ _~l.::l_ ~::"p__ MIl REMARKS 24 2-6-8 3.0 28 4-6.6 1.5 SS 'obar-ron"gmvcls--------------- .,~ GW- --- B-3513'-- ,. . .\ .~. m o " ~ b -10- " c: '" o " u;- 0- ~ 0- " 6' w_ !z "' " c ~ :;:- ~ m 2\ ~ m w_ > o '" 0- !l; " -15- z 5' 0- 0> " ~. ',..,.. ",' ~ 1040'A S. ,helley Street . "'8'_ Springfield, Oregon 97477 . ~~~ (800)783-9649 . D ate Received: . JAN 2,'.1 2010 ori9ln~1 ::supmltl''' , CLIENT: The Child Center PROJECT: The Child Center LOG OF TEST BORING NO. B-2 . DATE OF EXPLORATION: 11/3/2008 EQUJPMBNT: CMB 75 Rubber~tire LOCATION: 3995 Marcola Road, 'Springfield, , ' . Oregon . PSIPROJECTNUMBER: 722-85046-1 SURF. ELEV.: APPROVED BY: Ray Aliperti BORING LOCATION: 44.04237 N / -122.57929 W ~ [2 ~ ~ ~ ~ ~ 00 '" [;l g ~~' ~ Q~,:~ SOlLDESCRlPTION ~ '-1j ~ Z !;;j iil u @ "'~ . , >: ~u 6 ~ P;- ~ 0 ~ ~g '" "'0 z.... P; ,0.'" "';f)' I!l g.....;* \Surficialgrassandweeds,rootmatter,wet,darlc . ,J _ c.ML_ ___ ___-_____..c_ BE9~_s~.:!'___'______________) MH' , moist, stiff, yellow-brown SILT REMARKS . 5 . -----------------------_.~ --~---------_._-- nbar nml! gravels . . ,. OW . I '... .' . . '. ~ ~' . . ... ~ b -10' " 0: '" o " ,"- ~ ~ ~ " 51 ,w- S; w " o ~ ,,- 8 \'I o ~ ~ w_ > ~ ~ . ~ " " .15. :z' " ~ ro D ate Received:. , , JAN 2: 1 ?010 'l' "",....... "" J 1040-AShelleyStreet I!!.- ...~! Springfield, Or,egon 9747:7 _ /ill (800) 783-9649 . .110IlI.lil5l....WI...11 . origlOCl1 ~uli,...;n,;.:_. - ",. 1UUI 95/ 901 B5 80 - 75 -- 701 !i: 651 ~ 60 ~ >- 55-- '" a: ' ~ 50- Ii: f- 45 z . I.LJ ~40-- I.LJ a. 35-- 30 25 ,20--- 15 10 U.S. SIEVE NUMBERS ~~"'~~$J] , I . . . 1'- -: I 1---"'--1 r--_~--I [] I Ii I .--~--I ---:---1 I , I I Il- I I [I 1---: I T II U.S. SIEVE OPENING IN INCH'ES I 6 4 '3 2..5 1 3/4 1/23/8 3 4 6 I :I__~I' I II 'I' I I I Ii ld~~~ +- [-'. I. ___t__u I I .' . 1'-:-- -- iJ il I- I I Ii 1:=] J I[ :---- :1 100 1J U~I '--l-' r - - ~ -I :-~-~+ I [II -I r I L,,__ I [ I I HYO!'OMETER \ i 1.\[1 \ [I 1-:----- "r I I I I I I 0.001 0.. . Q,J I I COBBLES : GRAVEL coarse I fine GRAIN SIZE IN MILLIMETERS I SAND coarse I medium I fine SILT OR CLAY Specimen Identification ~. B-1 at 1.0' ~ III B-1 at 2.5~ o S. B.1 at 5.0' , ",. o u a; " Classification Silt (ML) Silt (MH) ~ Specimen Identification ffi _I B-1 !z ' ~ IIII B-1 ~. B-1 ~ I ~ I Z iE ~ w at 1.0' at 2.5' at 5.0' 0100 2 2 2 060 l<I a; z ~ ~ ~ ~ [psi} Engineering.Consulting Testing 1040A Shelley Street, Springfield, Oregon 97477 Phone (541) 746.9649 Fax (541) 746-7163 Thesll ~Ults opply only to the :s:lmple te5ted. %Silli:il %Clay ~.O S! '15.0 N Iii ~.O ~I e:: c -- .0 2 ~ &J I GRAIN SIZE DISTR]BUTI~ 1ii Client: The Child Center . Review By: :a Project Name: The Child Center ,,~:::'~.:, ~ Project LoCation: 3995 Marcola Road, Spring 1eld, Oregor Report Number. 722-85046-1 030 LL PL PI Cc Cu 46 30 16 51 30 21 D10 %Gravel 0.0 0.0 0.0 %Sand 9.0, 5.0 38.0 P L A S T I C I T y I N D E. X o B-1 iZI B-1 - g f- e_ a. . . " <r. . . " - ~ ffi ~ g " " ~ "' . \1 ~ . ~ :: iii ~ ~ .. w ~ " ~ < '" ,- 6u @ @ 50 / / ./ // /11 .~ /' ./ / @ @ 40 30 20 10 CL-ML o u 40 6J 80 20 Specimen Identification LIQUID LIMIT LL PL PllFines Classification 46 30 16 91 SIL T(ML) 51 30 21 95 SIL T(MH) at 1.0' at 2.5' / ~ . 100 uate Keceivea: J~N Z 1 ZOIO. Original Submittal , IP~!.J Engineering Consulting Testing 1040A Shelley Street, Springfield, Oregon 97477 Phone (541) 746"9649 Fax (541) 746.7163 I ATTERBERG LIMITS RESULTS (ASTM 04318) Qlient The Child Center Project Name: The Child Center Project Location: 3995 Marcola Road, Springfield, Dregor Report Number. 722-85046-1 ' J l-;rtI fli:!!.iil lriformation ~oii:II'. To Build On ,. ';;"', I; ,;. '.. c.-... .....", ..1'l;'.'J':';l'.~ 1040A Shelley Street Springfield, Oregon 97477 (541)746.9649 FAX (541)746,7163 General Notes SAMPLE IDENTIFICATION The United Soil Classification System is use~ to identify the soil unless otherwise noted (ASTM 0487) , SOIL PROPERTY SYMBOLS N: . Standard "N~ penetration; Blows perfoct of a 140-pound hammerfalling 30 inches on a 2-inch,O.D. . split spoon sampler (ASTM 0 1586) c: Cohesive strength, KSF (ASTM 02166) OUW: Dry Unit Weight, PCF Qp: Penetrometer value, an estimate of the unconfined compressive strength, TSF Me: Moisture Content, based on dry weight of soil, % (ASTM D2216) LL: Liquid limit, % - Atterberg Limits Test (ASTM 04318) PI; Plasticity Index, % - Atterberg Umj~s Test (ASTM D4318) DRILLING AND SAMPLING SYMBOLS H.S.A. S.F.A: M.R. H.A. Hollow Stem Auger Drilling Solid Flight Auge-r Drilling Mud-Rotary Drilling 112 A::~r Drilling Split.Spoon Sampler: 1.3/8" I.D., 2" 0.0., except where noted (ASTM D 1586) 1sT Shelby Tube Sampler: 3~ 0.0., except where noted (ASTM D 1587) Ilcp: correlated to the Hand Cone Penetrometer - Blows per 1-3/4 inches (ASTM STP 399)- Standard Penetration Test 1\1 Ground water level encountered during drilling of borehole I" ~ Ground water level encountered upon completion of drilling RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Term (non- Standard Penetration Term Cohesive Soilsl Resistance. Blows/ft. (Cohesive Soils) Very Soft Soft Firm Stiff Very Stiff Hard Standard Penetration Resistance. Blows/ft~ Very loose Loose Medium Dense Dense Very Dense 0-4 5-9. 10-29 30-49 50+ 0-2 3-4 5-8 9-15 16-30 30+ PARTICLE SIZE Boulders 8 In. + Cobbles 3 in. - 8 in, Gravel 5 mm - 3 in. Coarse Sand Medium Sand Ffn'e Sand 0.6 mm:"'5 mm 0.2 mm :... 0.6 mm 0.074 mm - 0.2 mm Silt Clay 0,005 mm - 0,074 mm <o'15~te Received: JAN 21 2010 Original Submittal. r FIELD EXPLORATION PROGRAM General We explored subsurface conditions at the site by completing two soil borings (B-1 and B-2) at the locations shown on the attached Site Schematic Map. Soil borings were 'performed yvith a CMA 75 rubber-tired drill rig, The soil borings were'advanced to 8 Y:. to 9-feet below existing site elevations. The soil borings were drilled on November 3, 2008. The drill rig was operated by Ken Kreitz with PSI. A geology staff member of PSI was present throughout the explorations to record soil, rock, and groundwater conditions encountered and to obtain select soil.sample~ for. laboratory testing. Sampling Procedures Disturbed samples were collected from the split-spoon sampler, Samples were identified, placed in sealed plastic containers, and transported to our laboratory for further classification and testing, Field Classification , Soil samples were classified in the field in general accordance with the American Society for Testing and Materials (ASTM) 02488 Visual-Manual method. Where used, the term "general accordance" means that certain local and common descriptive. practices and methodologies have been followed. Consistency, color, relative moisture, degree of plasticity, peculiar odors and other distinguishing characteristics of the samples were noted. The terminologies used in the soil classifications are defined in the Soil Classification, Date Received: JAN2J ~OlO ", ndi'inal submittRI ~~, .,.. , , Exploration Logs Summary exploration logs are presented in this'appendix. The left-hand portion of the , ' logs gives our interpretation of the soil encountered in the soil borings, sample locations and depths, and groundwater information, The right-hand, graphic portion of the boring . logs shows the uses soil classification, Atterberg limits values, and sample water contents. Soil descriptions and iriterfaces between soil types shown in the logs are interpretive, and actual changes may be gradual. LABORATORY TESTING General The soil and rock samples obtained during the field explorations were examined in our , . laboratory. The physical characteristics of the samples were noted and the field classifications were modified, where necessary. During the course of the examination, representative samples'were selected for further testing. The testing program included visual-manual classification, sieve analysis, natural water content, and Atterberg limits. The testing procedures and results of the tests are summarized in the following paragraphs. Unless noted otherwise, all test procedures were in general accordance to applicable ASTM standards. "General accordance" means that certain local and common descriptive practices and methodoiogies have been followed. Natural Water Content Natural moisture content determinations were made on selected samples. The natural moisture content is defined as the ratio of the weight of water to dry weight of soil, expressed as a percentage. The results of the moisture content determinations are presented on the test pit logs in this appendix. Atterberg Limits Atterberg limits were determir)ed on selected samples in accordance with ASTM D- 4318. This analysis aids in soil classification. The results of the Atterberg limits test, . which include liquid and plastic limits, are plotted in the Atterberg Limits' Results page, located in this appendix. Date Received: JAN 2\ 20\0 . Original submittal- r' . ' . - Sieve Analysis Two sieve analyses were performed in accordance with ASTM C-117. This test aids in classification of soils and provides data pertinent to the soils' engineering properties. Soil Classification . Soil samples obtained in the field were examined in the laboratory to confirm field . classifications. Where warranted, we changed the field classification to more closely' agree with guidelines presented in ASTM D-2488, Standard Practice for Description and Identification of Soils (Visual-Manual Procedure), with PSI's descriptive terms such as the relative density or consistency of the soil deposits, and with current local engineering practice. In determining the soil type (that is, gravel, sand, silt or clay), the term that best described the major portion of the sample was used. Da~e Received: JAN 2.1 2010 Original Submittal '" ,,' 1- ",' STORMWATERMANAGEMENT PLAN AND DRAINAGE STUDY FOR The Child Center Marcola Road Springfield, OR December 1, 2009 PreDared For: TBG Architects 132 E. Broadway, Suite 200 Eugene, OR 97401 Branch Engineering, Inc. 310 5th Street Springfield, OR 97477 Phone (541) 746''()637 Fax (541) 746,0389 ~ Branch Engineering, Inc. Branch Project # 99-051 Date Received: JAN 2.12010 ...- Original Submittal .' .' 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 deteimine the type and size of water quality treatment devices that are acceptable to the City of Springfield. The Child Center is located on the south side of Marc 01 a 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, TM170220 TL 700 and TM170230 TL 100. Exis:ting 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 of landscaping. 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. Orel!on. by the Natural Reso1J!ce Conservation Service, the soil at the site is Fluvents (Soil Number: 48, Hydrologic GrouR: C), Malabon 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 of a 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 insertswil),help.iIflprove the water quality of the storm \yater 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 buil~e~~ved: .' JAN 2.1 2010 Original Submittal /" -'-, Storm Drainage Evaluation . The Child Center landscaping and the parking lot .will have the stormwater runoff directed to the illfi]tration swa]e.See Appendix C for the proposed 'Drainage Basin Map. The vegetated infiltration swales have 3:] side slopes, The swale bottom is propbsed at elevation 477.00 and a top elevation'of 480.00. The runoff flowing to the vegetated infIltn'ttion swales during the 25 year storm event is ] .70 cfs using the Santa Barbara Urban Hydrograph method. A factor of safety of2 for the tested infiltration rateis being used in the design of the irrliltration facility. The' 25 year storm is routed through the vegetated infiltration 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 stormwater runoff, routing and infiltration swale stage-storage-outflow calculations. See Appendix E for InfIltration swale section and double chamber catch basin with filter insert. Date Received: JAN 2 12010 Original Submittal . '.' ':" '. '.' ,3 ~.:':':' ,i. _ " , Appendix A Soil Maps and Soil Data Storm Drainage Evaluation The Child Center Date Recei'v"',; . 'JAN 11 {::j ,,- Original Submittai n__~'= Soil Map-:-Lane County Area, Oregon (Child Center, Springfield, OR) , .. " " , g ~ ~ ~- 502850 ! 502740 502800 , 502830 , 502a90 44'4'16" <14'4"6" ~. . 0 0 ~- . , S ~ '\ . . ,.. ~ li~j i ~- , . ~ . ~ ~ o . . ~.. o ~- ~ ,I o " . -~. . o ~ o- S . o -i 0 ... cO' - :r gf~ ~ en '- c: )> QJ C1' <i:i 4'9" ::;0 3 ~ ;:;: '- (I) ii) 0 " 'N (I) ~ <=> <" " - <=> (I) " a. o m _m , . 44'4'9" N A o 20 40 eo ..Ielers 120 o . " ~ ~ Map Scale: 1:1,540tfprlnl&donAstze{8.5"M l1'1sheel. o 50 100 200 .- ~el 300 USDA Natural Resources ~-Jijijj Conservation'Service Web 5011 Survey N<)lllonal'Cooperative Soil Survey 10/12/2009 Pa'ge 1. of 3 0 1 .... ce' 5" 01 e- m (/) '- - c :r.> (J) C' z :::0 3 ...., ~ (J) n . , (J) c..: <" ~ (f) 0. Soli Map-;.Lane County Area, Oregon (Cllild Center, Springfield; OR) MAP LEGEND Area of Interest (AOI) Area of Interest (ADI) Salls . Soil Map Units Special Point Features ~~J Blowout 181 Borrow Pit ;;< Clay Spot . Closed Depression X Gravel Pit .. Gravelly'Spot @ Landfill A Leva Flow ..... Marsh Of swamp " Mine Of Quarry @ Miscellaneous Water @ Perennial Water v Rock Outcrop + Saline spot .. Sandy,Spot - Severely Eroded Spot 0 SInkhole " Slld.e Of S!lp J'! Sodie Spot - Spoil 'Area () Stony Spot [-~:-;.n . Natural Resources l.~j----:--Conservat1on Service ro Very Stony Spot 't' Wet Spot ... Other Special Line Features ';.. Gully .0", Short Sleep Slope "...,., Other Political Features o ClUes Water Features fa Oceans Streams and Canals. Transportation +++ Ralls "" Interstate Highways us Routes -"-,~~ Major Roads ",...",.. local Roads Web Soli Survey , .atlonal"Cooperallve-Soll-SurIJ....:, MAP INFORMATION Map Scale: 1:1,540 If printed on A size (8.5"_x 11 ") sheet. The soil surveys thai 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 Soli Survey URL: htlp:J/websollsurvey.nrcs.usda.gov, Coordinate System: UTM Zone 1 ON NAD83 This product is generated from the USDA-NRCS certified dala as of the version date(s) listed below. Soli Survey Area: Survey Area Data: Lane County Area, Oregon Verslon;7, Aug 12,.2009 Dale{s) aerial Images, were.photographed: 8/4/2005 The orthophoto or other base map on which the soil Jines were complied and digitized probably differs from the backgroul)d Imagery displayed on these maps. As a result. some minor shlfllng of map unit boundaries may be evident. .10/12/2009 Page'2'of: " Soil Map-Lane County Area, Oregon r' 'Map Unit Legend I I Map Unit Sym~ol. 148 175 lagG I Totals for Area of Interest 'r:<:J i I ..:_-' N~tural Resources ConselVation Service - . : Lane .County Area, Oregon (OR637) ..Map Unit Name Ruvents, nearly level Malabon silty clay loam Nekia_silty clay loam, 2 to 12 percent slopes I I I Acres in AOI - D.~ I . 5.0 I 2.11 7,8 "." Web Soil Survey National Cooperative Soil Survey Child Center. Springfield, OR P~rcent of ACt j I 8.6% I 64.2% I 27.1% I 100.0% I J\: Date Received: JAN 21 2010 . Original Submittal 10/1212009 Page 3 of3 o :;2, CD S' !!!. en c 0- 3 a !!!. 44' 4' 16" ~" = - = Hydrologic Soil Group-Lane County Area, Oregon (Child Center, Spnngfield, OR) . " ~ , ~ o . ~ ~ '- )> :z: r,..> ~'4'9" 44'4'16" o , , -~ . !~~( i- r;r~~f:")1~ o -~ , ~ " o ijl; ~- ~ -~ . 0 . . _m , . . , ~ -5 . il -~ . .-. ;z' (ll g. s -502830 , 502890 602820 Map Scale: 1:1,540 II prlnled on A size (B.5" x 11")5heel. ~ ~ S o 20 40 .0 '.lars 120 N A ~:)I 30~ .50 100 200 o ~esou'rp. i:i:!i:iIIII!I Conservation Service Web Soli Survey Nallonal Cooperative Soli Survey 10/12/2009 Page 1 of 4 :,1, ;, " '"i ",..{ ~ 0 :::!. CO :i' 0 ~ II) en '- - <: l> CD 0- :z: ::u ,3 ~,- ::t -- CD ~ ...., 2 = <" 2S CD ?- f2j Natural Resources Conservation Service Hydrologic Soli Group-Lane County Area, Oregon (Child Center, Spnngfreld, OR) MAP LEGEND Area of Interest (ACI) [~_~! Area of Intarest (ADI) Soils Soil Map Units Soil Ratings [] A D ND I21IB D BID Dc ~ c/o DD Not rated or not avaRable Polltlcal'Features o Cities Water Featuro8 E:U Oce~ns Streams and Canals Transportation +++ Raijs ......... Interslate'Highways ~,'",".-' US Routes Major Roaas :,..,;..,;. Local Roads MAP INFORMATION Map Scale: 1 :1,5~O If printed on A sl~e (8',5")( 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 af Map: Natural Resources Conservation Service Web.Soll Survey URL: http://websollsurvey;nrcs.usda.gov Coordinate System: VTM Zone 1 ON' NAD83 . This product Is generated from the USDA-NRCS certified data aS,of the version date(s) Iistedbelaw. Soli Survey Area: Lane County Area, Oregon Survey Area Data: Version 7, Aug 12,2009 Dale(s) aerial Images were photographed: 8/4/2005 The arthophato or other base map on which the soil lines were compiled and digitlzed probably differs from the background Imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. '~ Web Soli Survey National Cooperative Soil Survey 10/12/2009 Page 2 of4 Hydrologic Soil G.roup-Lan~ County Area, Oregon. Child Center, Springfield, OR Hydrologic Soil Group Hydrologic Soli Group- Summary by Map Unit - Lane County Area, Oregon I Map unit symbol Map unit name . :./ Rating Acres in ADI I 48 Fluvents. nearty level 175 Malabon snty clay loam lagG Nekia silty day loam, 2 to 12 percent slopes .1 Totals for Area of Interest Percent of AOI c 0.71 , c 5,0 I B 2.1 i , , I 7.8 i 8.6%J 64,2%] 27.1%] 100.0% ] 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 (AID, BID, and CID). The groups are defined as follows: GroupA Soils having a high infillration 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 infiltration rate when Ihoroughly wet. These consist chiefly of moderately deep or deep, moderalely 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 ofwaler 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 Ihat have a c1aypan 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 (AID, BID, or C/D), the first lelter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group 0 are assigned to dual classes. R~ting Options Date Received: '\ Aggregation Method: Dominant Condition JAN 21 2010 [-I: :...~_i Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Onginal Submittal 10/12/2009 Page 3 of4 Table C-2 , RUNOFF CURVE NUMlIERS Runoff curve numbers for urban 3r~* Cover description Cover type and hydrologic condition Open space (lawns, parks, golf courses, cemeteries, etc.): Poor condition (gras"s cover <~O%) Fair condition (grass cover 50% to 75%) Good condition (grass cover> 75%) Impervious areas: Paved parking lots, roofs, drive'ways, etc. (excluding right- of-way) . Streets and roads: Paved; curbs and:storm sewers (excluding right-of-way) Paved; open ditches (including right-of-way) Gravel (including right-of-way) Dirt (including right-of-way) Urban districts: . Commercial and business Industrial Residential districts by average lot size: lI8 acre or less (town houses) 1/4 acre 1/3 acre 1/2 acre I acre 2 acres Runoff cUn'e number!;; for other a".ricultllralland:'jl:: Cover description Cover type 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 occasionaIlygrazed Meadow-continuous grass, protected from grazing and generally mowed 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 ~ombination (orchard or~ee farm) ::;~";"~,water Mariagement Manual Eugene July 2006 Curve numbers for bvdroloeic soill!TOUD Average percent impervious area .A B c D 68' 79 86 89 49 69 db 84 39 6] 80 98 98 0 98 98 98 98 98 83 89 92 93 76 85 89 91 72 82 87 89 85 89 92 94 95 72 8] 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 !!TOUD Hydrologic condition A B C D Poor 68 79 86 89 . Fair 49 69 79 84 Good 39, 6] 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 321 58 72 79 Date Received: , JAN 2 1. ,~01D ~<>I C:::"hrnittE'1 Page C4 Appendix B , Infiltration Testing Report , ; ~ Storm Drainage Evaluation The Child Center Date Received: JAN 2 1 . 2010 Original Submittal lp~~llnformation If'!!.....,. .ToBuild On Engineering. Consuitlng . Testing August 12, 2009 Mr. Bill Wellard Executive Director The Child Center 3995 Marcola Road Springfield,OR97477. Re: Infiltration Test Results The Child Center 3995 Marcola Road Springfield,Oregon97477 , PSI Report No.: .722-95015-2 Dear Mr. Wellard: PSI has completed-the infiltration test along Marcola Road localed in Springfield, Oregon. Preliminary project information was provided byTBG Architects. Further information 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 soils at the project location. The following describes our specific scope of services: . Install one (1) infiltration pipe inthe field west of the existing Child Cent!=r along 'Marcola Road; depth approximately ten (10) feet below existing ground surface. ' Documentation of soil, rock, and'groundwater conditionsenCQunterecl in egch t~<lt location. . Measurenient of the infiltration rate after soaking period; Calculati6n of the infiltration rate; and \ Provide a written letter report summarizing our observations, testing'and conclusions. Date Received: JAN 2 1 ,2010 Original submittal ProfessIonal Seryice Industries, Inc. . 1040-~ Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 5411746-7163 Professional Service Industries, Inc. Infoimation To Build On Infiltration Test~ Marcola Road PSI Report No.: 722-95015-2 August 11, 2009 Page 2 TABLE 1 INFILTRATION RESULTS We have prepared this report for use by Mr: Bill Wellard for specific application to this site and project. The e1ata and conclusions contained in this report are based on, site and subsurface conditions at the time of our work. These conclusions and. interpretations should not be considered as warranty of the subsurface conditions. Experience has shown that 'subsurface S9i1 and groundwater conditions can vary significantly over small distances. Inconsistent conditions can occur between explorations and not be detected by a geotechnical study. If, during future site operations, subsurface i::onditions are enCQ!Jnler~ which V"ry appreci'ilbly from those described herein, PSI should be notified for review of the findings of this report, and , ' . revision of such if necessary. Sincerely, Professiqnal Sel'Viee Industries, Ine, Reviewed by: Raymond V. Aliperti, Project Manager .B~ 'in. ~ Date Received: Devon M. Nickels . Geotechnical Services JAN 2 J 2010 OrigInal Submittal Appendix C , Proposed Drainage Basin Map to i . Storm Drainage Evaluation The Child Center Date Received: JAN 2 1 2010 Original SUbmittPI '" '. ~ ",(''llI'' \ /). /..-/ ) // / // / F / // / --/'" ././ // / '(/ ././ // / ,.. / )~\(I ~c!IDf.~GE C~~ , '/ ..j\ \ SPRINGFlELlJ, LANE, COUNTY. OR.GON / iJ r DECEJlIlER 1, 2009 .( i" r SCALE 1-=40' 11.)'''-- \ to \ \t;- j; ;:,'"--.' uaND , I~\ f'; : '/.,.) -,,:':'\'.>,~:-- 'j:""'-;,,:,;,:: 'II' ~i ,"'<{ I ,h :'::~'~_>' \ !ll":i'.;~ ';J!Jll~ "., ,,', (((1/(\\ . ",." \\ \ I::~ / DFWNACf:6AS1N !;'FlNJS}jWGRADf:CO"'('UR I' fiNISHED GRAtJf: COIf1?UR !;' DISTJ/OG GRAIlf:ccwrpUR I' DIsnlOG GRADE CONmUR "" '" . "" f) } :C--,....' _,-:, I'" k r&-L 'T 11J!/:< '""H" so^" 1'}<i~;' '~..~ ,.:::-:0 "j"; llidl01f. @BranCh En,inm'n,. Inn., ~,,- --I """'-~ ~\~__ 1~1,c-.rdol$1II. ~Orqol7m -"Ulol0 I [till)1D-Dm SoI<D, Dr.- mdl ........Br~_.- _"..,I:)c:~n I ' Ciril._.tnuporto_.~.9~ I PROJECT ID9-:,051 r;: Date Received: JAN 2 1 2010 Original Submittal . , Storm Drainage Evaluation The Child Center . Appendix D Stormwater Runoff & Infiltration Swale Sizing Calculations Date Received: '. . JAN 2 1 2010 Original Submittal , ' .... : '. Storm Drainage Evaluation The Child Center S. C.'S. TYPE-1A ,RAINFALL DISTRIBUTION ENTER:, FREQ (YEAR)', DURATION (HOUR), PRECIP (INCHES) 25,24,4.8 ---------------------------------------------------------------------- ******************** 8.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-PEAK(HRS) VOL (CU-FT) 1. 70 7.83 25205 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE ROUTING DATA: STAGE (FT) 477.00 477.25 477.50 477.75 478.00 478.25 478.50 478.75 479.00 479.25 479.50 DISCHARGE (CFS) .00 .15 .18 , .21 .24 .27 .30 .32 .34 .36 .38' STORAGE (CU-FT) .0 429.0 890,0 1430.0 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]fi1enarne[.ext] OF COMPUTED HYDROGRAPH: 09051. dev INFLOW/OUTFLOW ANALYSIS: pEAK-INFLOW (CFS) 1. 70 PEAK-OUTFLOW (CFS) .36 OUTFLOW-VOL (CU-FT) 25164 INITIAL-STAGE (FT) TIME-OF-PEAK(HRS) .00 10.83 PEAK-STAGE-ELEV(FT) 479.28 Date Received: PEAK STORAGE: 6310 CU-FT JAN. 2 1 2010 Original Submittal r >.:. .. 1'0/12/2009 '. 15:39 FAX 541.736 102 CITY OF SPRINGFIELDPW .tANCH ENG ~002 " " PUBLIC WORKS DEPARTMENT /Engineering Division . Fax: (541) 736-1021 STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK ... "......,.. ,............, ....."... '''''''' .' . I, ." .."I:,. ......"."...., ,. . ,. , .:.::" "- (Area below tTris /inefilled out by Appli::,,,,t) - .' ':', . (please reiu,1111~}fott Stouder@ City of Springfield Public .~orks Englneerirlg; Fox # 756-I02I,!,hone # 736-IO;I5,) Project Name: . The Child Center Applicant: BraDen EngUleering, Greg Mower. PE .ABsesSOI"S Parcel #: .17~02.20 n.700 17-02-30 n:. 100 Date: 10/1212009 . Land Use(s): Educational Vacent Phone #: 541.746.0637 Project Size (Acres): 1.8 Fax #: 541.746,0389 Approx. u.ipervious'Ar~: '1.3 Email: !!reg(rilbrancbeueermg.eom . "".~..,~,::"..:.~.,..,:~ ..........~'.. Project Description (Include a copy of A~sessor's map): ConstructiQn ohingle story 5,l77 sfourpatientlofflce buildinZ with associated site improvements to the e",sting ChiJdcare facility, ;1, DrainageJ?roposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) ifnecessa!)': Stormwater froDlthe proposed building and parking lQt will dmin tQ thc vegetated infiltration basin. The vegetated infiltrn.tion basin is sized to contairi the 25 year stonn event and a emergency overflow is provided for any storm above the 25 year event. Tbe discharge location is on-site infiltration Proposed Stormwater Best Management Practices: Vegetated blfi.ln-ation swale, trlIpped catch basins --- -- ,.::. ;::..- (Area below this line fJUed out bv the Citp and Retllrnedlo IheAvlJlicJmt) -. ..' ..' '(AI 0 ',;,int/1/llm, all. boxes oheaked by the CilJl on thefro"r and haakofthissheel.,hall besubmiaed ?..' 'i; . " . ," 'jar';" appliaqlion I~ b. aompletefouubmillP' allh9.ugh_o~herl'equireme/T" may be n.et~ss.ary). ....: ':'" Drainaee Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rdtional Method) o Small Site Study - (nse RatiQQaJ Method fQr calculations) o Mid-Level Development Study - (us. Unit Hydrograph Method for calculations) )Xl Full Drainage Development Study..., (use Unit Hydrograph Method for calcuJation~) EnviroD'mentllJ Considerations: o Wellhead Zone: ,.fA 0 Hillside Development: rJ.f't. o WetlandlRiparian: JiA ~ F1oodWaylFloodplain: ~e5 AE" If ~u:l ~ Soil Type: flt.,1!tIA-ts t1t~lt,f~/: 4.ijm oJ7d 0 OtherJurisdictions: Nfl.. , , /. DOWDstreamAnalvsis: ./.),' '/k "L ,~; g( N/ A. Ne....lt.\, $1 'J ......, 1<<lAYl o Flow line for starting water.sutface elevation: o Design HOL to use for starting water surface elevation: Date Received' o ManholelJllllctio~ to tal<e analysis to: Return to Matt Stouder@ City of Springfidd. email: mstouder@ci.springfield.or.us. i.Jb~)171d!1lt21 Original Submittal , ReVised 1/1/08 Molly Markarian 9 of 10 10/12/2009 15:39 FAX 541 736 102 CITY OF. SPRINGFIELD PW .tANCH ENG ~003 I't ~ .0.;... " COMPLETE STUDY ITEMS .1 ForQfficjnll,l"OIlly:15 ID;'z./~? "Based upon tlTe Irrfonnalfanp"avided 0/1 !I.-fronl of II, is sl,eet, t"efollowing repr""enls a minimum of what is neededfar tm appli~alion to be campletefor sUbmittal wlil, res peel to drainage; however, Ihis Il" should not be used in lieu of the Springfield f)evelopmenl Code (SDC) or the Ciry,'s Engineering Design Manllal. Compliance wi/h Ihese requirements does not constitule site approval; .A.ddin"onal site specific information 17Ia;Jl be required. No(e.' Upon scoping sheet szlbmittal, ensure camplmed[orm has been signed ililhe space provided below:' . Interim Design Slandards/Water Qu..uty (EDSPM Chapter 3) ~~ .' ' ltJ 0 All non-building rooftop (NER) imp.rnous surfaces shall be pre-treated (e,g. multi-chambm:d catchbasU', w/oil ' filtration media) for stonnwater quality. Additiooally, a mlDImnm of 50% of the NEll. impezvious serface sball be treated by vegetated methods. . " . . . JZr 0 Where required, vegetative stormwater design shall be consisteot with interim desigu standards (EDSl>M Section 3.02), set fOM by the Bureau of Environmental S.rnces (BES) or Clean Water Services (CWS), o IZf For new NBR impervious area Jess tlum 15,000 square feet, a simplified d..ign approach mli)' be followed as specified by the BES for vegetative trealIDenl. [Z( 0 If a ..".~."aterll'eatmetit swale is proposed, submit calcUlations/specifications for sizing, velocity, flow, side slopes, bottom slope, end seed mb: consistent with either BRS or CWS reqUirements, . er 0 Wato'T Quality calculations as required.in Section 3,03.1 of the EDSl'M . o 0" All building rooftop mOlUlted equipment, or other fluid containing equipment located outside of the building, sball be provided with secondary contaiDmeljt or weather resistent enclosure. General Study Requirements (EDSPl\f Section 4,03) LZr 0 Drairiage study prepar~ by a Professional Civil Et)gineer licensed in the state of Oregon, i2r' 0 A complete drainage study, as required in EDSPM Section 4.03.1, includIDg a hydrological study map. 0" 0 Calculations showing system capacity for a 2-year stonn event and overflow effects of a 2S-year stann evellt. !2( 0 The rime of concentration (Te) sball be determined using a ] 0 minute start time for developed basins. Review ofDoWDstream SyneDl (EDSFM Section 4.03.4.C) o 0' A'downstream drainage analysj~ as descn'bed in RDSl'M Section 4.03.4.C. On-site drainage shall be geate<Received: Oregon Plumbing Specialty Code (OPSC). ' , o .0" Elevations of the HGL and flow lines for both eily and private systems where applicable. ' JAN 2 1 2010 Design of Storm Systems (l!.DSFM Section 4.04) 0' 0 Flow lines, slopes, rim elevations, pipe type end sizes clearly indicated on the plan sel. . ' IZf 0 Minimum pipe cover sball be 18 incbes forreinfon:ed pipe and 36 inches for plain concrete and ~i~~~lItQmJt!al or proper engineering calculations shall be provided when less, The cover shall be sufficient [0 support an 80,000 Ib load without failure of the pipe struc;ure. o IZl Manning's ''n'' values for,pipes shall be consistent witIJ Table 4-) o'fthe EnSP. All storm pipes sbaIi be desigued to achieve a lD;nimum velocity of three (3) feet per second at 0.5 pipefull based on Table 4-1 as well. .. Otber/Mlsc l2i' 0 Existing and proposed contours, located at oue foot interval. Includcspotelevations and ,ite grades showing how site drains . ,121 0 Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to anodler o IZf'Drywells shall not receive nmojf from any surface wlo being treated by one or more BMFs, with the exception of residential building roofs (EnS!' Secpon 3.03.4'.A). Additional provisions apply to this as required by the DEQ, Refey to the website: 'w-;vW.deo.state.or.us/wc/rzroundwaluichome.hcrn for more information. '.. . o IZ( Detention ponds shaH be desigued to limit runoff to pre-develop~ci,t iai.. fur the 2 througb 25-year stonn events "ITlIs form shaY be me/uded as (l1l attaehmen4 inside the front cover, olthe stormwlUer study .. lMPO}ITANT: ENGINEER PLEASE READ BELOW ANJJ SIGN! As me engin;:<r of record, I hc,:eby certify the above required items are complete and included with the submitted stonnWatc- study 'and plan set. J1" . ' .. Signature: . ;~/J. ..rn.-:t Pate: //:-20-15'1 Revised 1/1/08 Molly Markarian . 10 of 10 ~ , ." , Nova JTM N548 SERIES (71001 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 CAS. Baseplate provided with eight-point mounting holes and one wireway hole - see Cross SectionfDetails. TGIC polyester powder coat - 5-stage pre-treatment. Salt spray test: 1,000 hours; Refleqance: 92%. DIMENSIONAL DATA Cross Section I Details Baseplate !I",g~--i T 451f . \ (11~r1'Im) - -' '---l LensM-ist-o\lland W~II2"EMTKO \.0-- 1197' 1 - (~55<m>) , I 4.75" (12r") 2"Oi.. J' (6).41"Oi"M<>unting~es CornerMounting Adapter (eM) ORDERING INFORMATION Series Lens Type N548 I C LampQtV I Lens Type C Clear Prismatic CEllING/WALL MOUNT/SURFACE Lamps: T5, TB, Biaxial Dimensions Nominal 5" x 48" Width 5' Lenqth 49.5' Depth 4,5' 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 (EU 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 c1osed.cell neoprene gasket 'seals lens/housing fo m9untin~.surface. I PROJECT INFORMATION Job Name Fixture Type' Cat~log Number Approved by HARDWARE: Six stainless steel POSIGRlpTM fasteners secure lens/housing to baseplate. I ' INSTALLATION: Eight-point mounting .required for Peace of Mind Lifetime Guarantee™. "Twist- out" sections, with gask(<ts, permit 1/2' conduit access on each end y..ithout special adapter. LISTINGS/CERTIFICATIONS: UL and CUllisted for Wet location - covered ceilings only. UL and CUL listed for Damp'jLocations - waff mount. U.S. Patent Nos. 249330; 4025780. Conveni~nce Outlet (CO) & Interna"' Reflector (IR) ~93B" .5'''''''1 I dls;;';)----l o -t-' b"" o -----h (5 "..,,) ~ 0-) II2'EMT 336" 5" I " KG. (ll6rm1) ""-' 24.72 , "..f.o..j~ 1 (628m'n) ---t (cl)~., ~,oJ:j..(4)"4'20WOdNW 0 l... (,ii~). ' W- 4144"1 --..11" (b)J8"H<>les I 21.72" (105)"..,,) (Slmrn) . (5S2rm1) 13,S" pn"-J1) <> 000 0 <> (,) 0 0 L!..75" I !..7S" I I (17Imm)1(l7Imm)1 49'\'\" (125I.rrrnJ 21.72" (551n'm) Lamp Type I BallastType I BallastUty I BallastType IS IllstantStaJtflectranic<lO% TI-lOlTB) RS Rapid Start Electronic <10% THO (CFL.TB. T51 l}N Cold Weather SB SpeciliedBallast BaHastUty lOne T Tandem Wiring Voltage 120 120 Volts 277 2T7Volts 347 347 Volts OV . 120/277 Volts (<10% THOI. electronic ballasts only Lamp Qty 1 One lamp 2 Two lamps Lamp Type 28 F28T5(one lamp onlyl 32 F32TB 40B F40TI(Twolampsonly) . '{oltage I Options I Accessories Options CO Convenience OUllet. Non GFI Aeceptacle (Wall Mountl;ZOVolts only EL One-Lamp Indoor Battery PackI32~F) ELZ 1100 lumen One-Lamp IndoorBatteryPackl32gF) FS Single Fuse & Holder IR Internal Reftector(WaIlMount) PS Push Switch (Wall Mountl TN 5WatlTwin Tube NPF Night Light Accessories CM Corner Mount Adapter- Damp Locatiolls only CMW Corner Mount Adapter- V'jetlocation Covered Ceiling only SA Surface Adapter- Wet Location Covered Ceiling only 9500 POSIGRIP~Screwdriver Date Received: JAN 2' t 7010 ()rlglnl':ll~~~'-'-' -~;:~:;~~ii~~ N548081 009 1020 Lakeside Drive Gurnee, Illinois 60031 847.360.8200 FAX 847.360.1781 www.kenall,com ;~.L ',/j L.lTHDN.lA L.lGHT.lNG.. - FEATURES & SPECIFICATIONS INTENDED USE Ideal for a wide variety of low-to medium-~eightcei[irig ~pplications including commer~ cial, retail a nd hospitality spaceswhere a wetlocation lensed fixture is req uired.1 deal forshowerando~tdoorapplications. OPTICAL SYSTEM Aluminumfull reflectors are optically designed to maximize lumen outputandto provide superior glare control. The black orwhrre baffled refle"ctors have a specular upperfinish withwhitepaintedflange'standard. Glass lenses are available in clearflat glass, tempered prismatic orfresnel glass lens to provide optimal visual comfort and improved aesthe~i.cs. MECHANICAL SYSTEM Utilizes an extruded socket housi ng that attaches to the reflectorvia key hole mount, which provides superior heatdissipation and extended lamp life. Sockethousing also adjuststoaccommodatevaryinglamplengths. Heavy-gauge, die-formed galvanized steel mountingframe:Attachedtoframe are vertically adjustable mounting brackets for use with C channels,].-f' steel conduitor 16. gaugeflatbarhangersincluded,standard.Framesareequippedwithgalvanizedjunc- tion box UL Listed forthrough-wire applications. J unction boxes equip'ped with l2) %" and (4!1-'2" conduit knockoutswfth pryout slots and removable access doors. Reflector clips packed with re~lectorforinstallation on rough-in. Maximuml-1I2"ceilingthickness. . ELECTRICAL SYSTEM Electronic ballast with end of lamp life protection standard. Class Pthermally protected ballastprotects againstimpropercontBctwith insulation. Minimumstartingtemperature isoof/.180C. Rated for#12AW.G conductorthru-branch wiring. Minimum 900 supplywire. Ground wire provided. I HmnSnf'lo,tRH.<;F!. OTT 4.pin lamps- 13W {G24Q.l I; 18WIG24Q.2}; 26WIG24Q.3} TRT 4.pin lamps- 13W IGX24Q.l I; 18W IGX24Q.2);26W &37!N IGX240.3{; 42W{GX24Q.4) LISTING Fixtures are UL Usted forthru-branch wiring, Non-IC recessed mounting, wet location, andto U.S. and Canadian Safety Standards. . I Catalog N~rriber \ Notes I Ty.pe Co!!'pact Fluorescent D~wnlighting' 6" LP6FN :) , WET LENS Vertical',l.Lamp, Double Twin.Tube (DTT) \ f . . , or Triple.Tube ITRT) ()\'. I ~~ I : J;3ii ~11 FI 127.9) ~~I 7~~' 13 r---119.1)-1 13301 Specifications Max. height: 1O'3/4127,3{, Ceiling opening: 7 (17.8) Overlap trim: 7~1/2 (19.1) Length: 13 133.01 Width:11127.9} ,~ifi: f-7.1/2'c.j All dimensions are inches (centimeters).; ORDERING INFORMATION .' ~ . For shortest lead times, configure product using standard options (shown in bold), ,I . . Example: LP6FN 26.42TRT 6LRFl MVOL T LP6FN I I I I Series IWattage/lampl Reflector/lens3 Voltage I LP6FN 130TT' 6LRfl White splay, clear l~ns MVOLT' AOEZ 180TT 6LRfBl Black baffle, clear lens 120 260TT 6LR4 White splay, fresnel 277 OMHL 13TRT' lens 347' 18TRT 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 GMf BOP Options 'Advance Mark 10TM electronic dimming ballast, 120V or 277V. Min,imum dimming level 5% . Lutron Compact SETM electronic dimming ballast. 120V or 277~. Minimum d.imming level 5% E!lI~rgencVI battery pack with integral test SWitch. Le~;sremoval required before El testing6 Emergency,~battery pack with remote test switch6 High lumen I,output emergency battery pack. Remote test, switch provided. Maximum average lumen output 1300 (42 watt).7 Single slow~b(ow fuse, must specify'voltage Ballast discgnnect plug (meets codes that require in-fixture disconnect) Radio interf~rence filter " Less barhangers 35K lamp (s}ipped separately) Date Received: NOTES: 1 Not available wj~h ADEZor DMHL 2 Notavailable with DMHLorWLP. . .3 White painted ftange standard. 4 Electronic multi-volt ballast capable of operating any line voltage from 120-277V, 50 or 60Hz. . 5 Not available with ELor ELR. B Add 3~ (7.6) to width and 4-1I2B,{11.4}to length. ? Not-recommended for field installation. JAN 2'-12010 Original Submittal Downlighting and Track, Rlfl LBH WLP SCA6 ;: Accessories Ordei;asseparate catalog number Sloped ceiling a~:aPtor. Degree 01 slope must be specified (100, 150,200,25D,300) Ex: SCA610D. . Cei\ing thicknessl~extender is used ~hen ceiling thickness is greaterthanl-112(3.Bl.Maximumthickness2[5.1l. . Ii CTE6 Sh,eet #: LP6FN.WETLENS Distribution Curve 6"lP6FN Verticall-lamp, Double Twin-Tube (OTI) or Triple Tube (TRT), Wet lens Coefficient of Uti I ization Distribution Data Output Data lP6FN lJ26TRT 6lR4 MVOLT, (1) 26W TRT lamp, 1800 rated lumens, 1.0 s/mh, Test no. LTL10759 !O (:w- ;0" 20" InlensityDistribution pI 20% Horizontal Angla Zonal lumen Summary po 80% 70% 50% Vertical Annla 0 Zone lumens%laf!!o ".w 50%30% 50%30% 50%30% 0 340 O. -30. 311.2 17.3 0 56 56 55 55 52 52 5 350 O' .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 25 380 O. - 90. 847.5 47.1 3 40 37 40 37 38 36 35 317 90' . 180' 0,0 0,0 ~4 36 33 36 32 35 32 45 213 O. -180.847,5 *47.1 '~ 5 33 29 32 29 31 28 55 100 *Total Efficiency 6 30 26 29 26 29 25 65 56 7 27 23 27 23 26 23 75 25 8 25 21 25 21 24 21 85 3 9 23 19 23 19 22 19 90 0 10 21 16 21 18 21 18 LP6FN l/18TRT 6LR4 MVOLT, (1) 18W TRT lamp, 1200 rated lumens, 1.0 s/mh, Test no. LTL9929 Intensity Distribution pI 20% Horiz.cntal Angle Zonal lumen Summary po 80% 70% 50% Vertical Anole 0 Zone lumens%lar::!o ew 50%30% 50%30% 50%3Q% 70' 0 229 O' .30' 197.9 16,5 0 50 50 46 48 46 46 60' 5 231 O' .40' 312.5 26,0 1 45 43 44 42 42 41 15 237 O' .60' 448.8 37.4 2 40 38 39 37 38 36 50' 25 238 0".90' 500.0 41,7 3 36 33 35 33 34 32 35 1B5 90' . 1 BO' 0,0 0.0 ~4 32 29 32 29 31 28 40' 45 107 O. -180. 500.0 *41.7 [:i'S 29 26 29 26 28 25 55 58 *Total Efficiency 6 27 23 26 23 26 23 65 33 . 7 25 21 24 21 24 21 30' 75 15 8 23 19 22 19 22 19 55 2 9 21 1B 21 18 20 17 U' 10' 20" 00 0 10 19 16 19 16 19 16 Date Received: :.',,'.:' J Ii....~ 1',.': "'....J J... ~ t,' '. '1-'".. Origin..: Submittal ' . -~-_U'___'_ fAL/THDNIA LfGHnNG~' - AnCS/tcuityBrands Company Sheet #: LP6FN.WET LENS @2009A"ityS"odsLightiog,.'oo..8/31/09 Lithunia Lighting Recessed Downlighting and Track . One Lithoniil Way, Conyers, GA30012 PhonB:80Q-315-4935 Fax: 77Q-918-12Q9 www.lith.cnia.com. fA LfTHDNfA LIGHT/NO' - FEATURES & SPECIFICATIONS INTEND81 USE Streets, walkways. parking lots and surroupdirig areas. CDNSTRUGTION Rugged, die-cast,. single, piece aluminum housing with nominal wall thick- ness of 1/S-. Die-cast doorfram'e has impact-resistant,. tempered, glass lens (3/16" thick!. Doortrame is fully gasketed with one-piece tubular silicone, FINISH Stand.:nd finish is dark bronze lODB) corrClsion-H~sistant polyester powder finish, with other architectural colors available. OPTICAL SYSTEM MIRO finish, segmented reflectors for superior uniformity and control. Re- flectors attach with tool~less fastener and are rotatable and interchangeable. Four full J:utoff distributions available: Type II (roadway), Type III (asymmetricl. Type IV sharp cutoff'(forward throw) and Type V lsyni~ metric squarf:l). . ELECTRICAL SYSTEM 50W-150W utilizes a high reactance, high power factor ballast 3SS utilizes a reactance high power factor ballast 175W metal halide utilizes a constant- . wattage auto transformer ballast. Ballasts are copper wound and 100% 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 Optionsj. NOM Certified {see Options). IP65 Rated. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. MRl I I Series I MRl I IVoltoge I 1211 2DlF 24lJ' 2IJ 347 <SO' TB' TBV5. Ballast /I{IPt::llh::llirh>::ln,ri hinhon><:!'mrl":;nrlium (blank} Standard magnetic ballast CWf Constam wattage isolated5 PIII<:!'-<;t;:Jrtmpt::llh::lliril' SCWA Super CWA ballast Wattage !'JIAt::llhflliri!' 5llM' 7IlM' llIlM l!ilM 175M Distribution Hjohm:p~<:l1r~ - 355' 50S 70s 11l11S 150S S"2 S"3 SR4SC Segmemed Type II roadway Segm-errtBd Type III asymmetric Segmented Type IV forward throw, sl1arpcutoff Segmented Type V symmetric square SPA SPA _ SR5S WBA NOTES: 1 Not available with 4BOV. 2 'l2OVonly. , 3 Consult factory for availability in 'Canada. 4 Optional multi-tap ballast 02D, 208, 240, mV); i120, 2T1,347Vin Canada). 5 Optional penta"tap ballast {l20, 20B, 240, 2n,480V; not available in Canadal. 175Wmetal halide only. 6 Isolated two.coil system meets Canadian electrical cade requirements for208V,240V and 480Vapplications. 7 Mounted in lens up orientation, fixture is damp location rated. 8 Must specify voltage. Not available with lB orTBV. 9 SF, OF or QRS options cannot be ordered together. 10 Lamp byolhers. 11 May be ordered as an accessory. 12 Mustbespecmed. Outdoor I Ty;, . rc)MER~ ArGhit~Gtural Area & Roadway Lighting I: ' -:'1 MR1 Catalog Number Notes ~. .~ METAL HALIDE 50W.175W HIGH PRESSURE SODIUM 35W - 150W . Specifications Length: 24.S- (62.23cm) mo: 18,625- (47.3075cm) Overall Height 6.375" (16.1925cm) Ma~ Weight nib, (12.2 kg) EPM.541 I: All dimensions are jnches(centimeterS)U~leSSOtherwisespeCified. I , Example: MRl175M SR3 TB LPI Mounting Square pole mounting {sttl.} Round pole mounting Wallbracketlup ordownj1 Dpti,ons Shirmp.dinstnllp.rlin fixtilffl SF Singlefuseo'20,2n,347V}1l) DF Oou'blefuse1208,24D,480VjU PER NEMAtwist-j~ckreceptacle only {no photocmiiml} C R COfTosion~re~istantfinisl1 (epoxy clear ccato~~rpaint} o.RS Quartzrestrikesysteml,10 HS, Houseside s~ield ISR2, SR3} EC Emergencycfrcult TP Tamper-proof CSA Usted and labe'led to Canadian safetystanda'rds NOM NOM Certifi~d Shi'llTIf'r1<:l'n::lrl1tpl\ll1 j PEl PEJ PE4 PE7 SC MR1VG NEMAtwist-lock PE{120,20B, 240Vj NEMA twist~lock PE (347V) NEMA tWist-lock. PE (480VI NEMAtwist-iock PE 12TN) ShR~~fogER optio~ VoW,. /"(ecelved: " 'When ordering poles, specify the appropriate drilling pattern. See below example. JA~ M 2010 Example: DMl9AS DM2BAS DM29AS DM39AS DM4<IAS OM32AS ,. Origin 31 Submittal Ii SSA204CDM19AS .1 at 90 degrees 2 at 180 degrees 2at90 degre.es 3at90 degrees 4at90degrees 3 at 120 degrees !roulld poles only) Lamp12 LPI Lamp included less lamp l/LP NIGRTTIME m FRIENDLY Consistent with LEED'1' goals & Green Globeslll criteria for light pollution reduction Sheet II: MR1-M-S Ii AL.160 MRl Metal Halide, High Pressure Sodium MR1 175M SR3 TEST NO: LTL100B7 MR1175MSR4SC TEST NO: LTL100BB 0'25~ 0,5 )13 ,\...., ~~} ~ I I 175Wlamp, ratBd 12BOO lumens. FooIcandle values based on 20' mountinghelghl Classification: Type III, Mediurn. FullCuloff MR1150S SR3 ~\..I 2.5 ',;0 2.5 I l'r "'" 0.5 ( 0.25 150Wlilmp, ratBd 15800 lumens. Footcandlevalues based on 20' mourltingheight Classification: Type III, Medium, Full Cutoff -2 " I .0 -fw I o Z 00 Z o o 1> " o 2~ . o 3' w U 4~ " 6 , 5 aei. 2.5 ~< 2.5 1.5 1. -J\ 0.5 - ./ 0.2" -2 " I O. -lw I o 0' , ,0 1.~ " o 2~ z o 3' w U 4~ " '6 o 175Wlamp,raled12800 lumens. Foolcandlevaluesbased on 20' rnountingheighl Classification: Type IV, Short, Full Cutoff TEST NO: L TL 10091 MR1150S SR4SC TEST NO: LTL10092 ..tr / MR1175M SR5S TEST NO: LTL100B9 1.5 ,2 " I o -1 W I o Z 00 Z o o 1> " o 2~ . o 3' w U 4~ " 6 5 , 2.5 1.5 1.1 0.5 0.25 2 4 175Wlamp, rated 12BOO lumens. Footc.andlavalues based on 2Q' mounting height Classification: Undassified (Type \ll, Very Short). Full C~\{>ff MR'1150S SR5S TEST NO: LT1.10093 -2 " , ~ ~ ~ I I I 0 0 0 -, W -1 W _, W I I -" I I 0 "1!i 0 )} I 0 z z z 0" o~ 00 z z 0 0 H 0 0 0 0 ~ 0 1> 1> 1> " " 1. " 0 0 1. 0 2~ 2~ 0.5 - - 2~ . . ....... . 0 ,- 0 0.25 0 3' -- 3~ 3' w w w U U U 4~ 4. 4. " ~ " " " 6 6 6 5 5 5 2 ,4 3 6 4 150Wlamp, rated 15800 lumens. Foctcaru:lle values based on 20' mountingheighl Classifiealion: Unclassified (Type IV, Very Short),Full CutofI fA LfrHDNfA LIGHT/NO'" -- .An~ityBrands Company @2006AcuityLightingGroup,lnc"Rev.8106 Sheet #: MR1.M-S 150W lamp, rated 15800 lumens. Footcandle:--aluesbasedon20' mountirigheighl. Classifieation:Typelll,Medium, Full Cutoff Date Received: JAN 2'1 2010 Original Submittal lithonia Lighting Outdoor Lighting One li1honia Way, Conyers, GA30012-3957 Phone:n0-922-900Q ~)C17o-918-1209 WlNWJithonia.com