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Home My WebLink AboutApplication APPLICANT 12/29/2008 , I City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 PRrsU~~i,~Al:;R'~~~JD DEe 1,,9 200~ Site Plan Review . " , Site Plan Review Pre-Submittal: 12;;] Major Site Plan Modification Pre-Submittal: D Site Plan Review Submittal: 0 Major Site Plan Modification Submittal: 0 ~ lJ!J!J Willamalane Park & Recreation District Applicant Name: rnnt~d' RphprO':::l G.e.rsJ.lnur _ Willamal:mp P~rk Pl~nnpr Icompany: [Address: _."'. !APplicant's Rep.: Damien Gilbert, PEe Icompany: IAddreSS: , I WilJamalane Park & Recreation District Property Owner: ront::lrt- Rf'hprr:1 Gpro::l1nW _ Wilbm:11:mp Park Planner I COmpany: Willamalane Park & Recreation District I Address: 250 South 32nd Str~et, Springfield, OR 97478' , . . I . 17-02-34-21 I 400 &1200 ASSESSOR'S MAP NO: 17-m-77 TAX LOT NO(S): 1004& 1101 I Property Address: 6100 Thurston Road, Springfield, OR ISize of Property: 30.8 Acres 12;;] I Proposed Name of Project: Jack B. Lively Memorial Park -current name I "'"="';'_:.-'~' Willamalane Park and RecreationDistrict Phone: ' 541.736.4052 I Fax:' , 541.736.4043 250 South 32nd Street, Springfield, OR 97478 Phone: 541.746.0637 Branch Engineering Fax: 541.746.0389 310 Fifth Street, Springfield, OR 97477 Phone: 541.736.4052 ,Fax: 541.736.4043 Square Feet D I Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: See attached Proposal Narrative . I Existing Use: Community Park and Swim Center INew Impervious Surface Coverage (Including Bldg. Gross Floor Area): 71,875 sf Si natures: Please sign and print your name and date in the appropriate box on the next page. , I . .. -. . . . , , , . . Associated Applications: ::2J)~2i51:B / Df)O z.PJ I Pre-Sub Case No.: Pt2.t-2i5DS-00074- Date: 17../ It] lor? Icase No.: flCG'Zr.D8-CDOi4 Date: 12J 1<'1 I c2 IAPPlication Fee: $ 3 L/-G. 00 ITechnical Fee: $ (zf Signs: Reviewed by: 1:;)c Reviewed by: I Postage Fee: $ lS TOTAL FEES: $ 3 4-(" 00 PROJECT NUMBER: Pt2:J2.D[)3 -CXJotJ6 ;'ii;~;;'j<;if'?:,<,~'#'V#d{t5'~lfwMi}:f:;~,::r,l<::";:~.4..~,iit~'*,^'r,,~~~P**~);::r_::,{,J:0;_#~!i>.~~"'~~':h~T.:,-~~~rt"""",?,3t:3>+'-;?&f~:f,;.-PA'?-~W~~":i~f,G1{~-,.,_-,:,C!!';!~-::;;:,'i,W?::W;:''''';0~:'F;:;:fi;''''.oi7:;:;:E'1 Revised 1/1/08 Molly Markarian 1 of 10 Owner Signatures This application form is used for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at.both stages in the application process. An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned aCknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. Owner: ( ) ,1 A ^ _ -~ure' ~,tAwj) Date: IL.17-0~ Re-~c.(.::/;'t1 Print [1. eV7;:, ~MI ) P~'Vk_ -p 1';;"'hVV~V-) WP~D Submittal I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a owneQ""" ....,~ . \Si~n~ur~"'" '0 (\/lOAJ.) Date: 12.17'Ox" Fe bU?t{ GeV2b ~CMr . -p d,vlL l' I a VI Vlc.-V') W \-=> \'<. D Print / PRE-SUBMITIA.l REC'D DEe L91.008 , . Revised 1/1/08 Molly Markarian 2 of 10 225 Fifth Street Springfield, Oregon 97477 - 541-726-3759 Phone --"-". .- -:ity of Springfield Official Receipt -'Development Services Department Public Works Department Job/Journal Number DRC2008-00077 DRC2008-00077 DRC2008-00077 PRE2008-00074 Payments: Type of Payment Check CreditCard Job/Journal Number DRC2008-00077 DRC2008-00077 DRC2008-00077 PRE2008-00074 Payments: Type of Payment Check CreditCard cReceintl RECEIPT #: 2200800000000001763 D!lte: 12/i9/2008 Description CTY > 1 0 Trees Base + Per ACRE + 5% Technology Fee Postage Fee type II - $160 . CTY Site Plan R vw Tentative Paid By, WILLAMALANE BRANCHENGINEERlNG Item Total: Check Number Authorization Received By Batch Number Number How Received ddk 75282 In Person ddk 01989Z In Person Payment Total: Description CTY >10 Trees Base + Per ACRE + 5% Technology Fee Postage Fee Type II - $160 CTY Site Plan Rvw Tentative Paid By WILLAMALANE BRANCH ENGINEERlNG Item Total: l:heck Number Authorization Received By Batch Number Number How.Received 75282 In Person o 1989Z In Person Paym'ent Total: ddk ddk PRE.SUBMIJTAl REC'O DEe 1.9 2008 t. .;. Page I of I 2:42:54PM Amount Due 1,785.00 89.25 160.00 346.00 $2,380.25 Amount Paid $2,131.00 $249.25 $2,380.25 Amount Due 1,785.00 89.25 160.00 346.00 $2,380.25 Amount Paid $2,131.00 $249.25 $2,380.25 ]2/19/2008 CITY OF SPRINGFIELD VICINITY MAP PRE2008-00074 6100 Thurston Road I I - PRE-SUBMITTAL REC'O DEe 1 9 2008 J SITE Map 17-02-27-00 Tax Lot 1101, 1004 & Map 17-02-34-21 Tax Lot 400, 1200 t North WilIamalane Livelv Park ProDosal Narrative Proposed Site Development: Willamalane proposes adding outdoor recreation amenities to Jack B. Lively Memorial Park, a 30.8 acre community park in Springfield, as called for in the 2005 Lively Park Master Plan. Currently, the park's singular amenity is Splash! Lively Park Swim Center. The Master Plan calls for eventual-build-out of Lively Park. The proposed site plan is the first two phases of implementation, and includes: Phase 1 Two large group picnic shelters with cooking facilities; An 8,000-sq ft playground; A 4-acre dog park; . A portable restroom enclosure; 88 parking spaces (including 4 accessible spaces); Sidewalks, landscaping, utilities and site furnishings. Phase 2 79 additional parking spaces (including 3 accessible spaces); Basketball court; Sand volleyball court; Permanent restroom facility; Soft-surface path and pedestrian bridge through natural area; Additional sidewalks, landscaping, utilities, and site furnishings. The improvements shown on the plans are in Willamalane's FY 2009-2013 CIP and are planned to be built within the two year approval plus one year extension period. Phase I improvements will be partially paid for with a grant from the Oregon Parks and Recreation D~partment Local Government Grant Program. Springfield's first dog park will be fully fenced with a crushed rock walking path around its perimeter. It is designed with separate exercise areas for large and small dogs, and the large-dog area can be rotated to allow for optimal turf health. The dog park will also con!ain potable water, trash receptacles, pet waste bags, rules signage, an information kiosk, seating, and a small' shade/rain shelter. Trees will be planted for additional shade. The dog park will be maintained on a regular basis, similar to the maintenance schedule for the other"developed areas of the park. During the Development Issues Meeting (DIM), the City did not have any issues regarding stormwater quality from the proposed dog park but the applicant was, urged to check with Springfield Utility Board (SUB). SUB was contacted and Amy Chiimitz at SUB indicated that a Drinking Water Overlay permit would not be needed as the park is not storing hazardous materials on site as part ofthe park development proposaL If the park is determined to be in the I year time of travel zone, the requirements will be that Willamalane will need to post SUB's well head protection information signs. Willamalane will also need to meet SUB's specific fertilizer requirements for maintaining the site. PRE.SUBMIllAl RECIO DEe L9 2008 , , The group picnic shelters and food prep area will provide for structured medium-to-large- scale special events. The two shelters are designed to be used in tandem or individually. The food prep area contains sinks, stovetops, bbq' s, and counter space for food preparation. Reservations of the picnic shelters will be required for group use. The irrigated open turf area between the shelters will provide room for informal field sports, and participants will have easy access to the swim center, restrooms and playground (phase]), and the volleyball and basketball courts (phase 2). Parking and sidewalks are located adjacent to the group picnic shelters. The playground will be community-park scale, at 8,000 sq ft, and will contain a variety of different play elements for children of varying ages. It will contain a signature ,element visible from other areas of the park, such as a net climber, as well as a sand play area, swings, tot lot (for ages 2-5), and play structure (for ages 6-]2), among other components. Parking and sidewalks are located adjacent to the play area, and will be separated by a raised, landscaped berm and a low (3 ft) retaining wall. In phase], a restroom enclosure will house one accessible and one standard portable restroom. . ]n phase 2, the enclosure will be replaced with a permanent restroom. The pehnanent facility will be pre-cast concrete with stainless steel fixtures and tiles floors. There will be two toilets and a sink on the women's side and one toilet, a urinal, and a sink on the men's side. A central plumbing chase will provide storage for maintenance supplies and house our plumbing and electrical components. It will include an exterior drinking fountain. The restroom will be conveniently located near proposed improvements. During the DIM, city staff decided that no traffic impact study was needed but that a pedestrian safety study would need to be provided as part of the submittal. A pedestrian crossing study is included as part of the required submittal. The proposed park development, in an already disturbed area of the property, is adjacent to a relatively intact natural area which borders Cedar Creek, a tributary ofthe McKenzie River. Willamalane is partnering with McKenzie Watershed Council and Thurston Middle School in a project funded by the Oregon Watershed Enhancement Board to improve the riparian forest on both properties. The cities of Springfield and Eugene along with Willamalane ,and other project partners are cooperating with the Army Corps of Engineers on a Metro Waterways Study. Cedar Creek is one oft\,\'o drainages being studied for proposed enhancement. Enhancement strategies such as improving fish habitat are in-line with the natural area restoration project Willamalane is undertaking at Lively Park. The proposed soft-surface pedestrian path will be sited sensitively through this natural area, providing close-to-home opportunities for both exercise, and nature appreciation. Existing Site Description: The site is currently developed with the 38,560 square foot, Splash! Lively Park Swim Center with associated parking and sidewalks. The site has stands of well established trees and areas of open grass. The site is relatively flat and gently slopes to the north towards Cedar Creek. The existing site storm drainage system includes existing catch basins and conveyance piping that flows to a large existing water quality treatment swale in the northeast PRE.SUBMITTAl REC'O DEe 1'9 2008 " portion of the property that was designed with the original development. The existing swale drains to Cedar Creek. Additional Information: The proposed Tree Felling Permit application, being submitted concurrently, is for only a small area on the park property as indicated on the Tree Felling Plan. The tax map and tax lot number are TM 17-02-34-21 TL 400. The proposed disturbed area from tree felling activities is to be 1.6 acres. The Springfield city limits and urban growth boundary bisect the park, as shown on the Site Plan. The north section of the dog park, as well as the majority of the bioswa1e, riparian natural area and a portion of the phase 2 pedestrian path are outside the city limits and UGB. Willamalane is applying for a Special Use Permit with Lane County for the park improvements within the County's jurisdiction. '. Development of the first two phases of outdoor recreation improvements will ahow Jack B. Lively Memorial Park to begin fulfilling its potential as a true community parkJor the people of Springfield. 1ts varied landscape, pastoral views, and the regional draw of Splash! Lively Park Swim Center, all set the stage for an attractive and exciting destination in east Springfield. A critical mass of outdoor recreation features will bring people of all ages and abilities to the park. They will come to play, exercise, appreciate nature, ,and gather with friends and family (both two- and four~legged). PRE-SUBMITTAL REC'O DEe 1.92008 n_____m . _~L__ '... ml-~'" ~-~-- - - :::-~::--~-~>'" l_ . J ,] j II . G. ITTlITTllffi1mHn___,,\\. .. '~'1~~"'-.' .' Q1t!m!nW'1WWf"" .\ \ . ' . ;:-j. \.J:ijj"'flT\.JTllTTllTTliRJ III' . ~ I, :'\ EI<lil.....PAMhG '::=I ", "-, . "1',1." ';-?",'~~~:~:~.~ I,: ,: ,: .:~ .- -i II' '1< k~, V"WlWl'"l - .". ----, I ,~ ';~0mlmlmLeJ: . ". ,11'1: . : V '""UJJ'1WWf""-~ .. =:J I, I. I --- I" \\ __------ . I ______.A S;"-:-'. " =II' L' ----- ,,-', ~~. ,- -'.~' . _-------------- '- =r~~~= =--_ I ~lST Sf. . .,. ! hfRE:SUBMITTAl REC'D II, IOE'C 19 2008: r.' JACKB. SITEPLANFOk . LIVELY MEMOEIALPARK : , ! ., ! ! , ! ,~f~ ~~' ,. , , .., - f!GEND PM.E"cr!lOlHW!r ~ ~~ - -- EDGE <:F ~c ~UI6<""AC ,.~ coo.o:M:rr ~,~ a..""""OFVIAJII' .~- DR-"E... -~, fx_r<:F.Ar. IYTsrrcPlOOf'V!TYl.lEB ""lIl'rrI'flOlPEllTrLlEB ....SI116'lAOE/.PAfIi ......"" Z "',0",,- P~T~ ....E'......... 6OIVCl'1ItJM}. DESIGN T1Wf .,- ~-, ,......... IfLLA.lI4l.N€PAI!I{AN) REalEATIOi<IDI9T1lK:T Z!KJB."JZIoi)8mEET Bf'IINSFEl..O,ORf:GON9747B' CONTAcrd'EIlECCAGERSH01l' 151"1!7~052 . ~ ll1.l.AMAl...ANr.PAIlK,AM) m::QlE:ATDNlll9TllCT Z!KJ'B.!JZ1'V8TRErr 'S"RIIIGFEI.>>.OIlEGCW97478 crJNTJlCT'.wc:E"/liISLfY ~"'} 7J6-lO+f = =' ~. :::.::.::..:J ---"",--~ ,~ ~~, =~ ~- . Sl.IlVErOl'? ~-~ ".o,msTIlEET . =r.-~~g~l. P'L 'f5'lI) H6-C6.'I7 ..:"'~ ....... ...... ...... , , I , , ,. ., , , " , , -- '-,-, - -~ ,.,...., "I" ~- r "<'!"!'l(;;'" TAX MAP /T-<JZ-2r. TAX LOT9lotM' '10I1Joll TAX w.P 17-<lZ-~-Zl. lAX LOTS ~oo 4-/1100 I WcrNrf'Y JW> 0<"...... .: c'SfIEE'I'INDEJ( sr-m CO COlIER 9fiT sr-mcr '!lTE"'~()F" '!:):'ISTWCOMlfTlONS ENTJlEOOE ,-am C2 SITE A~ OF 'rJ<lSrlNG~ DEIoIOUT'IONAREA .Sl-EETC3'/'HAB!:t-SlTEAM.> ~~~ WE'9TPORTfON IIl€FT C3.J _Sf! GRADNG-f>L4N llUITPORTlCW BI-m.Q1 ,f'H4S!:ISlTENL> ~~:. StEfl" C5 '_lie: Z fIITE. UTLJTE!l. A~GFlADIM'i.PLAN wESTPORTIOH sr-m C6 PHA8€ 2 SfTE PLAN E;ABTPORTION L&lTM PLAN 'PLANTN;Pl..AN 'f!RGQTON PLAN ~" ~" ~~ I ,,=.1' I .~ ::; ~ "- "'~ ~~ c ;0", ~~ '"~ "';:I "" ~:r.J i::Q..ai Ul..J:!oc; at:~ :::Vl-. ~ i:J '" V> '" !;' c u ] J! ..;j .Hi '.~ ~H ~ a 1O~~ ~ . .~ t!t~l ~ :l;jj! <> ~~,. = . ~ ',.n &s ~~!5 ~ '@; .. /lAr, OCC.18,_= Lsc...u- ". ~IOO' ,'irm:,"'" ARS/WLD ~~SIG"'f~ CltCfr_~1 =~ll 01-261 Sf/,rElNO'.eo", or...!..!. SHC!T(S) " '" l-:tj t~ .r.: ( '; r.r . - '/-. ", '/0 LW tf.N\ WARRANTY DEED 1101 67(';,; ._ ._. _ 4' //S'";!)-/ ;:iK:; . . - For Value Received GORDON G. RENNIE and SANDRA' J. RENNIE, husband and wife, WILLIAM 6. RENNiE and SUZANNE M. RB.~NIE, bu~band and wife, ... STATE-eF-~EGeN,-COUNTY OF LANE, u: ~~j~ ;"1 It day of . -April 19 62 ,,')icn9,\t.I';"~.p)e before me, a Notary Public in and for laid '. ~Jfvnt.Y"l'M ~~.." named .....~ \G1t~~'.~:~:~=Rennie and Sandra J. Rennie ~ '\:i me ~eraonall,. ~nown w be ,t.he identical person S de- : leriJ>ed in lQ1,i wt\p executed, lhe within instrument, and '., .... fAc~~lt.d~d/~ ~e that they executed the la~e . '..freely and ~IQJltArily for the Illes and purpo.u thereIn '".(named.........v......_.... . i. (\. '. wi:!ftil~ my hand and leal thi. day and year Jut lbove . '''itt.~. . '/' C ,J. 2 '/' ?~//); . . ',:7;A('/.' ,////2-..' .;r/-N./" ~otat). Publil" for Oregon. My COfl'lmil~ion expires d~/-1{' ? / /9 ~__ 5' the grantor s "ao "-.: h~ieby grant, bargain..seH. al}'~ com'ey ~nto WILLAMALANE PARK AND RECREATION DIStRICT.. a Municipal Corporation, the grantee 8 . the fonowi.~g described premises, to wit: Beginning at . point 24.42 chains South of the NOrthwest corner of County Survey No. 569; said corner being on the -North line 'of .t~e -David McNutt. Donat.ion Land _Claim No. ,J5 in Township 17 South, Range 2 West, Wil1amet.te"Meridian, ~3l.35 cha~ns West of the Northeast. corner of said Claim and rUl111ing, .thence :East. 6.225 .chains; t~ence -South, 23.293 .cllainsj _ thence West.~.225 chains to the West line of said Survey No. 569; thence North 23.293 chains to the place of beginning, in Larie'C9unty, Oregon~ !XCEPT:beginriing at the Northwest corner , . . of the above description, running thence South to a slough, thence Easterly along said slough to the East line of the above description, the~ce' North to the-Northeast corner of the above description, thence West 6.225 chains to the point of beginning. lawful claims whatsoever. LA/~~~ I ~_ Gordon G. Rennie ~ ., i' r Sa~d~ '.r./-~n"o~e" I - - - '''''<::::,~L) _(SEAL) TO HAVE AND TO HOLD the said premises, with their appurtenances unto. the said Grantee . its' heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantee . tha.t they the ~wn~.r6 in fee aimple of said premises; that they are fr.ee. !r-o,!! ,a},l, incumbrances . 1n.ii!/.,,:, "" \~~:>~.~ j J.,~..t~,..:~:"'~ :i~d~iJ,~!I/;-~.~ \wi\l warrant and defend the .ame from a1l p,.- -- '~t~,p:lI~~~~iJ ~/ 'r~' ' , ','f !\.' ~ 0:::-::-';"," ... . " c>'/:!JI>:'. ;,~t.w. ~., :I . ~; rv(~.; (/ ISEAL) '-. IJt!i'll,.l,.m H. Kennle . .'''''il'' ..". /J" . fJ .' ...< _u--'"i"! -2' -, ,IJ //" 1L-t'~~'"""Y1.-<-?----,(SEAL) _ uz,!pne M. Rennie . i , l:~' STATE OF WASHINGTON ) ~ )&&, :un~ofKi. ~. ()i;1 t is .:h / day of ~rU, 1962, personally came before me, a Notary Public in and for laid county, the: w~thin named WILLIAM H. RENNIE and SUZANNE H. RENNIE. to me personally known to be the identical persons described in and who executed ~he within instrument, a~d acknowledged to me that they executed the sa.me' freely and voluntarily for the uses and purpose therein named. WITNESS my hand and seal the day and year last above written. 1 _ ~ 4'------. l/' I; .?:~.0. [>~--6__./~-P Notary Publ ic for Wasl\1ngton " My Commission Expires: L,.' _ ." :.: - (". r 0..00. PRE.SUBMITTAl REC'D DEe 1, ,9 2008 L..N[ COUNT'" TITLE co"'......... 5_,'33/ .L I UL .$4 L.L 10<-'''I"--r / fn / _ j53369~ ' BARGAIN AND SALE DEED 8250AO,Ol 09/23/85CASC 6.0 i 1110003** RAWLIN LLOYD WESTOVER, EDWIN LOREN WESTOVER, and MELVIN LOREN WESTOVER, as tenants in common, Grantors, convey.to WILLAMALANE PARK AND RECREATION DISTRICT, a municipal cor- poration ,organized under Oregon Revised Statutes, Chapter 266, Grantee, the fOllowin(:l real property situated in Lane County, Oreaon, to-wit: . Beainnin(:l at a point being South 3916.69 fee~ and east 1130.26 feet from the Southwest corner of the J. Whiteaker Donation Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian, said point also being on the Northerly margin of Thurston Road (County Road No. 474); thence along sa id Northerly marg in North 890 38' 15" West 25.00 feet;_ thence leaving said margin North 00 II' 19" West 1554.00 feet; thence South 890 38' 15" East 25.00 feet; th~nce South 00 11' 19" East 1554.00 feet to the point of beginning, in Lane County, Oregon. , _r _ " The true consideration for this conveyance is in terms other than money. f' THIS INSTRUMENT DOES NOT GUARANTEE THAT ANY PARTICULAR USE MAY BE MADE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT. A BUYER SHOULD CHECK WITH THE APPRO~RIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. r:J, ,if ---- DATED this :tC> - day of JO~?k77}k/./, 198'5. ~ ~14.J.~/~. RAWLIN LLOYD WESTOVER t!;k~~_~.L--J--1 ~:C>-e--r .' - ,EDW~LOR~S'tOVE~ /J ~~_.. ,~, ~..~- 4 ~ ~ 0~----,~ aELVIN LOREN WESTOVER aka Melvin L. \~esto STATE OF'OREGON, County of Lane) ss. rL!eP1'i.?77.i!.cv 2c , 1985 rJ!y~__L Personally appeared the above-named EDWIN LOREN WESTOVER and RAHLIN LLOYD WESTOVER, individually and as attor- ney in fac.t for ~f.;LV;I;NtOREN WESTOVER, and acknowledged said instrument to be ~~dl~ ~b~Jkta~JS~~ye~nd deed. Before me: 0J~_ y ;z;5~ NOTARY PUBLIC FOR OREGON My Commission Expires: 4I-/-b""/ ;;{~,' j, . -'TA::;"~':~;-~~~_:~;!'\~i"~;:'::r;'Y'1 ! i. :;!~~!~~::~ EN D-l1:i y.:-~';;;": ~lftfs TO: Wil~a~alane.Park ~nd.RecreatPRE.~N]AL~EC'D Administrative BUilding 151 North 4th. Street DEe 192008 Springfield, OR 97477 ~ c. <;./ '~?'p(./. .. -15':3 i 17 02 34 21 /004- T ~. ," /' / \0 8533699 BARGAIN AND SALE DEED 0250AOOl 09/23/B5CASC **0003** LARRY A. SAUNDERS, PAMELA SAUNDERS, and A. KATHLEEN HALBERT, Grantors, convey to WiLLAMALANE PARK AND RECREATION DISTRICT, a municipal corporation. organized under Oregon Revised Statutes, Chapter 266, Grantee, the following real pro- perty situated in Lime County, Oregon, to-wit: 10. ! Beginning at a point being South 3916;69 feet and east 1130.26 feet from the Southwest corner of the J. Whiteaker Donation Land Claim No. .51, Township 17 South, Range :2 Hest of the Willamette Meridian, said point alsobeing on the Northerly margin of Thurston Road (County Road No. 474); thence along said Northerly margin North 890 38' 15" West 25.00 feet; thence' leaving said margin North 0011' 19" West 1554.00 feet; thence South 8~0 38' 15" East 25.00 feet; thence South 00 II' 19" East 1554.00 feet to the poirit of beginning, in ~aneCou~ty, Oregon. The true consideration for this conveyance is $ -0-' . ,This deed represents a dedication of the property to the above-named Grantee, a municipal corporation, and there is no consideration. It is acknowledged that the market value of the property is approximately $8,155.45, and that this conveyance shall be con- sidered a donation to Wi11amalane Park and Recreation District. f THIS INSTRUMENT DOES NOT GUARANTEE THAT ANY PARTICULAR USE MAY BE MADE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT. A BUYER' SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. DATED this 1 gt-iL- day of SF'oternber , 198~; 1985; ~kS;;/_:"~' LARR~'. SAUNDERS . c;:~/~ ~;1.<<41/A.LL/ PAMELA SAUNDERS . . ';',%X4L!!".J " _~-,dz- A. KATHLEEN HALBERT ' ACCEPTED AND APPROVED th'is ::Ze; Zit day Of. ~/,.h:;;:n.fl'~~ ' ANE PARK AND RECREATION /,4 . B .L t.) ';,L/~./'~ '~ JACK STC,C,:;:;ij By:CdI~n~~ ~~~e~~~~~ndent PRE.SUBMllTAl REC'O DEe L92008 ~a~e 1 - oa~oain i'ln'" "'il 1... f"\.c.Qn '.~ 8533699 STATE OF OREGON ) ) ss. County of Lane ) :f~t:J/-. If . . , 1985 Personally appeared the above-named LARRY A. SAUNDERS ,.' " .. who acknowledged said instrument. 0 be. h~' s ~ a.ry, , act a...~.d_.. . deed. Before me:. ~ '.. " NOTA PUBLI C 'FOR OREGON -:,: . . .~' My Coinmission Expires: 7..~';'?7 / , . STATE OF OREGON ) ) ss. County of Lane ) , . <. . ~~J.. /9 . , 1985 Personally adknowledged said Before me: appeared the above-named PAMELA SAUNDERS, who instrument to iJ. her vO.T~c: ?nd ,deed. " v', ;f/tI~ ~ NOTAJjI'{ PUBLICFbR OREGO~ ' , My 06mmission Expires.: y-j..5'"n.' STATE OF OREGON ) ) . ss.. County of Lane ) 5"uJ. /9 , 1985.' (: , Personally 'appeared the ~b' ve-named, A. K' ATHLEEN. HALBERT, who acknowledged said instrument o. be. her~l~~r_~ act and deed. Before me: . ~)$. ~ " NOTA5R PUBLIC 'FOR OREGON 7 My Coinmission Expires: ?~5...? .' STATF.:OF OREGON ss. v>JL/:}~Lk- ;{ 3 ,1985 County of Lane .' . Personally appeared the above~hamed JACK STOOPS and DAN PLAZA, whO declared each for himself,' and for the other, that they are the Chair~an of the Board and Superintendent of WILLAMALANE PARK AND RECREATION DISTRICT, an Oregon municipal corporation, respectively, and further declared that they were authorized to execute the within instrument by its Board of r- ('""'-1:-~~~;:~ . it be2!1g its voluntary act and deed. Before me: i J:h"" Y- -,.".c./- /-'/u'"'' ~""-:h~ I -.-"-L......_ "". .:./7"c.cv/r--n --0-"._-<-<--, .-? >1~',,, '/ [1,\,..._.. ..G,8AC!. L. L4WTUN I NOTARY PUBLIC FOR OREGON ',,;~':;~':':_F:~':UC _ OREGON '. My Commission Expires:.</.,/-S'-r L ' '-oL...,._":,.,., l"''''",''- 4-1, t!>~.<> . . ""--, , -"., .,~., -{/--.l.- - .......,- SEND TAX STATEME~TS TO: willamalane Park and Recreation Administrative Buildino 151 North 4th Street Springfield, OR 97477 District Page 2 - Bargain and Sale Deed (End) PRE.SUBMllTAL REC'O DEe 1':92008 , ,63121 17 02 :34 21 110U "':' . 8540651 BARGAIN AND SALE. DEED 3196AOOl 11/12/85C~SC H0003** 5.) 'J WILLAMALANE PARK .AND RECREATION DISTRICT, a municipal corporation organized under Oregon Revised Statutes, Chapter 266, Grantor, conveys to GORDON G. RENNIE and SANDRA J. RENNIE, Grantees, the following real property situated in Lane County, Oregon, to-wit: Beginning at a point being North 890 26' 48- East 109~.38 feet and South 00 11' 19" East 3927.09 feet from the Southwest corner of the J. Whiteaker Donantion Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian, thence North 00 11' 19" West 345.86 feet; thence South 89038' 15" East 25.00 f.eet; thence South 00 11' 19" East 345.86 feet; thence -North 890 38' 15" West 25.00 feet to the Point of Beginning, in Lane County, Oregon. The true consideration'for this conveyance is $ -0- THIS INSTRUMENT DOES NOT GUARANTEE THAT ANY PARTICULAR USE MAY BE MADE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT.' A BUYER SHOULD CHECK WITH THE APPROPRIATE CITY OR COQNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. W.T~~.,~ MIA NE PARK AND RECHEATION ::2;A6'1-/~. ~ ? a;:CK STOOPS , By:ChdJ~rX&;~ DAN PLAZA Superintendent STATE OF OREGON ) ) 55. County of Lane ) /lA:>.'C7n If,,-/? q 1985 Personally appeared the above-named JACK STOOPS and DAN PLAZA,. who 'declared each for himself, and for the other, that they are the Chairman of the Board and Superintendent of \HLLAMALANE PARK AND RECREATION DISTRICT, an Oregon mun ic ipal jJor.pQr,ation, respectively, and further declared that they were ~authoifi~d to execute the within instrument by its Board of . , , ,- , :~:~~~~y;) " bel"g "" .Ol""tild';t;;!} me, .........__~()~./ tiOTAR'y PUBLIC FOR ORF(}O~ . JF ()\\\.....,... . My Commission Expires: ;)..J3.g(, . .,,,,,,...,,,'' SEND TAX STATEMENTS TO: Gordon G. Rennie . . Sandra J. Ren<<1e 6222 Thurston Road Springfield, OR .97478 PRE.SUBMITTAl REC'D DEe 1,:92008 . , ~CT l",6,3121 8540652 17 02 34 21 1101 I ) BARGAIN AND SALE.,DEED 3196ADOl 11/12!85CASC **0003,* 5 _ n 1 WILLAMALANE PARK AND RECREATION DISTRICT, a municipal corporation orqanized under Oreqon Revised Statutes, Charter 266, Grantor, conveys to GORDON G. RENNIE and SANDRA J. RENNIE, Grantees, the following real property si tua ted in Lane County, Oregon, to-wi t: Beginning at a point being North 89026' 48" East 1,092.38 feet and South 00 11' 19" East 3,581.23 feet from 'the Southwest corner of the J. Whiteaker Donation Land Claim No. 51, Township 17 South, Ranqe 2 West of the willamette Meridian, thence North 00 II' 19" West 432.17 feet; thence South 89038' 15" East 25.00 feet; thence South 00 11' 19" East 432.17 feet; thence North 890 38' 15" West 25.00 feet to the Point of Beginning, in Lane County, Oregon. The true consideration for this conveyance is $ -0- THIS INSTRUMENT DOES NOT GUARANTEE THAT ANY PARTICULAR USE MAY BE MADE OF THE PROPERTY DESCRIBED IN THIS INSTRUMEN~. A BUYER SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. / 1'D :1'7 1 /" 7) II ,U 0\ IV. 00 r-- It1' V/' 01 \H~;~' NE PARK AND RECREATION DI;); T ,(';/ B .. 0L-/ yi!cC..;;>-:=:>;'__ (jJACK STOOPS' . c~man, Board of Directors By: dAN ~ ^' ~/c7"- . Superintendent STATE OF OREGON ) ) ss. County of Lane ) l1;bvG";1I 6. If: 1- , 1985 Personally appeared the above-named JACK STOOPS and DAN PLAZA, wh~ declared each for himself, and for the other, that they are the Chairman of the Board and Superintendent of WILLAMALANE PARK AND RECREATION DISTRICT, an Oreqon municipal corporation, respectively, and further declared that they were authorized to execute the within instrument by its Board of . \ '!:J'ir'ectors, it being its voluntary act and dee efore me: ." v '~ . /f\I~LI/(r "c~ IJLI ;; _, (J \~,o U f3":' c.). ' NOTARY PUBLIC FOR G0f-l \;. .,' -~. My Commission Expires: ;;.?~-f!b ....l' .' ..- (C) ." Si:N'-"D\)~X STATEMENTS TO: Gordon G; Rennie Sandra J. Rennie 6222 Thurston Road Springfield, OR 97478 PRE.SUBMITTAl REC'O DEe 1.9 2008 It " i~ / 11 \'V if . if . . .. tI " , I I I I I I / . I I WARRANTY DEED .11533700 W, )VER INVESTMENT CO. I an Oregon pc.. .1er-ship cOlnprised of RAWLIN L'. WESTOVER, EDWIN L; WESTOVER, MELVIN L. WESTOVER, and MICHAEL R. WES'rOVER, Grantors, convey and warrant to WILLAMALANE PARK AND RECREATION DISTRICT, a munic;ipal cor- poration organized under qreqpn Revised Statutes, Chapter 266, Grantee, the following described real property free of encumbrances except as specifically set Eorth herein situated i.n Lane County I Oregon, to-wi t: ' 7'00 Beqinninq at a point he-ing South 3916.69 feet and East 1~30.26 feet from the SouttnJest corner of the J. ~'lhiteaker Donation Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian, said point also bein~ on" the Northerly margin of Thursto~ Road (Cbunty Road No. 474); thence along said Northerly margin North 890 38' 15" West 452.24 feet; thence leaving said North rnargin North go 54' 49" West 1579~27 feet; thence South 890 381 IS" East 719.02 feet; thence South 00 II' 19" 'East 1554.00 feet to the point of beginning, in Lane County, Oregon; 0250A001 09/23/B5CASC Hf000311lf EXCEPTING: Beginning at a point being South 3916.69 feet and East 1130.26 feet from the Southwest corner of the J. Whiteaker Donation Land Claim No. 51" Township 17 South, Range 2 West of the Willamette Meridian, said point"also being on the Northerly margin of Thurston Road (County Road No. 474); thence along said Northerly margin North 890 38' 15" West 25.00 feet; the~ce leavinq said margin North 00 111 19" West 1554.00 feet; thence South 890 38' 15~ East 25.00 feet; thence South 00 II' 19" East 1554.00 feet to the point of" beginning, in Lane County," Oregon; 12.00 ALSO EXCEPTING THAT PORTION DESCRIRED AS fOLLOWS: Beginning at the Southwest corner of Lot 5, SANDALHOOD," as platted and recorded in File 72, Slide 110, Lane County Oregon Plat Records, said point also beinq South 3810.11 feet and East 884.92 feet from the Southwest co~ner of the J~ Whiteaker Donation Land Cla'im No. 51, in Township 17 South, Range 2 t~est of the Willamette Meridian; thence North 890 38' 15" West 7.00 feet; thence North 0_0 11' 19" West 95.00 feet; thence South 8gc 38' 15" East 7.00 feet to the No~thwest corner of said Lot 5; thence along the Hest line of said Lot 5, South oc II' 19" East 95,.00 feet to the Point of BegInninq, in Lane County, Oregon; AND ALSO EXCEPTING that portion whjch lies within the plat of SANDAU-WOO, as platted and recorded in File 72, Slide 110, Lane County Oregon Plat Records, in Lane County, Oregon. . The nroperty is free from encumbrances except easements, conditions and restrictions of record and the following: 1. Real Property Taxes, Assessors Map No. 17 02 34 2 1 00400, Account Nos. 1113230, 1113255, 1li324B: 19B5-B6 - A lien but not yet due and payable. 2. F.:asement for ingress and egress over a portion of said land, includinq the tet""ffiS and provisions thereof, in favor of Gordon G. Rennie and Sandt""a J. Rennie,_as set forth iri instrument t""Bearded March 7, 1979, Reception No. 7913277, Lane County Oregon Recot""ds. r/ 7.3,/77.l-1 The true considet""ation for this conveyance is $ J7J,vvO .7f'.:t::lJ WESTOVER INVESTMENT CO. I THIS INSTRUMENT DOES NOT GUARANTEE THAT ANY PARTICULAR USE MAY BE MADE Of THE PRO- PERTY DESCRIBED IN THIS INSTRUMENT. A BUYER SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIfY APPROVED USES. By: 7P~ ~; ~ RAWLIN r:. WESTOVER ~ By: ~/,./~f W1k-~ .~LZ::YJ'~~R ~...;,p . :::~~~~BMTIrKl REC'D &'N L, WESTOVEH, . attorney in fact for DEe 1.92008 MICHAEL R. WESTOVER Page 1 - Wact""anty Deed .. . . "'." .r II II II .. . I &I I I I I I I I / 0 I 0 f'- C'J C'J I iJ) C() I ------ -. ""'"................. , .. ') ,-8533700 County ( ane ), ~, -., .,/l,Iu/ ::l/J , 1985 Personally appeared tIle.. ahove-named RAWLIN L. WESTOVER, individually and as attorney in fact fO~MELVIN. L; WESTOVER and MICHAEL R. WESTOVER, who declared he is a partner in WESTOVER INVESTMENT CO., a partnership licensed to do business in Ore9on, and declared this to be the voluntary act and deed of ., - - -"- "'1.e......'='h; n ;k::<~ ~ kwh, (;;.;.:\.:;..-. L. ; !\\'V"""'l f',!OJARy FU,'2!.I(;. -'Sn~GON M~' CCI:-;rnis,:.i0;1 Exi':(;'~;~~ Ofr/l.L{/ ~~J;; NOTARY PUBLIC FOR OREGON My Commission Expires: 4-/-S:':::; ;( STATE OF OREGON 55. County of Lane ~)'//,,/ aZJ , 1985 Pe rsona 11 y appea reo the above- named EDWIN L. WESTOVER, who declared he is a partner in WESTOVER INVESTMENT CO. I" a partnership licensed to do business in Oregon, 'and decla~ed this to be the voluntary act and deed of.said partnership. ~/// X' ~t<:~ GRAGE l. :.....ll.v"rrOi'.J NOT ARY PUBLIC - OHE:GOt'J My Commis::ion Expir~si1-/-8L llhcc :r' . ~c~ NOTARY PUBLIC FOR OREGON My Commission Expires://-/"'-8<i SEND TAX STATEMENTS TO: Hillamalane Park and Recreation' Di'strict Administration Building 151 North 4th Street Springfield, OR 97477 Sht.orOr.gon, County or L.n..'II. I, eh. COUMy Cl erk.; in and .for eh. ~.jd C~unt)', do I...r.by t.rrlfy that <h. uithin lillrr......nt"'..r.<;.:.,;.dforr.<;<>rd.t :.:J :.~F &5 ;.;: :. I ,.,. 1 3 6 8 R "'., OO"M, OFF>C>A. '"'0'" PRE-SUBMITTAL REC'( ......OO"M'''..' DEe 1::9 Z008 ,.. ay: J/?) _I.lKpUty C")o. ~) Page 2 - Warranty Deed ',..c,',. 'ip' , 'fI' ,,'.,...,. ..;.'," . ""':,--", ," ',- " , ,_" ..' 0':'., -'. " J'~' ~!:._~;-~- '~ . !lilt.. -,,~ - .~-;} t".'- ~i-. '!Jr.," L "," . ~2t~i;;:t~'r..~~~r"""~~~~~t-:~~;,: ?t;.-:,:~ V-::9ifG(! ., ~ =#.3(n :n.. #H~.r!J ......~~~ uaI.~b......."''''.._~ 1lIMIa..~.I:. WARRANTY DEED-STATUJORY FORM .__._____~~.~I!tl~!J~------.--~.-.------a-.-..-:---. CODYe)'S and \Qft1Ints to ..___~__@!n._!~..~~~~__~!nl!~h_.!~~L~!I~ and .Ue Gnulce. the followinc described property free of encumbrances. except as spcdncally setJortb haaa. ~ '.. ,{."/- n (I,' , ! c) c ~;.~.~ r__ Beginning at the iron pipe mark.ing the Southwest corner of . the J. Hhiteaker Donation Land Claim No. 51, Township 11 SOuth, Range 2 West of the Willamette. Meridian; thence South 89. 26' 48- West 6.00 feet along the North line of the David JIclfut.~; Donation Land Claim No. 75 to an iron pin marking. the ~ Point of Beginning; thence-South 9- 54' 49- East 3913.10 feet to an iron pin Bet on .the North right of way line of county Road".No. 474 (Thur9ton Road) being a line parallel w1t:h and 30 feet Rorth~ly from when measured at right Angles to the centerline;ther~fl thence North 89. 38' 158 t'lest452.25 feet alonq aalii -rt-gbt .of way line to an iron pin marking the Southeast corner" of ''':',." "', No. 16053 as filed September 1969, under File 30x40, OffiCe,.ot t:he Lana County Surveyor; thence North 00 16" 15- East 300.00 feet along the East line of said survey to an angle point therein; thence North 00 45' 568 West 352.97 feet continuin9~alonq tho Eaot line of said survey to an angle point therein; thence North 89D 3S' IS- West 217.00 feet continuing along said survey.line 'to an angle point therein; thence North 00 16' 15- East 146.61 feet continuinq along said survey line to an angle point therein,- thence North 890 58' Hest 550.19 feet along the North line'~of ~_:" said 6urvey toa point on the East line of Survey No. 17_769: SII tile:! January 1973, under File lBx21, Office of the Lane County SQrveyOr-, ,. if said East line is projected Southerly: thence North O. 11' 19- ' West 3104.40 feet along the Ea6t line of said survey to an ,.'iron....' pin set on the North 'line of Ba.id Claim No. 75; ,thence North a9-,: 26' 48- Bast 548.25 feet to the True Point of Be9inning, in Lane <;ounty. Oregon. Subject to Hortpae executed by 'Marllyn J. Davh, to Mortgage ..neorpo~.tlOD, on Ore&Db. Corporation, in the mDOUbt of $9,100.00 elated October 4, 1974 and recorded October 9, 1974 Reel, 711. Reception No. 74-44652. Official Roco~ . of Lane County. Oregon. :_~ , . PRE.SUBMITTAl REC'O. DEe 1 ~9.:2008 , . .,. L .. ~ilt~I~~~?~ :,.. ,..\~ /:? .:~, I'~: , . . . "A~." "':~"~~:,,::)~~>j''''~~~''\-;:'~::@'.f1:if.h:,..;. . cc'c" "=:4f ..'::-.... :;'-~)~~~.';'~'.. .-........~.,.- ,~f~.~~~SW~ :~::-.i:~. .' :.,' , ~', i-'7Sa. ~;~{,f '".' ;:-.~; '1"-'.''::, 75016CZ . ,..' PI" JHSu.....,Clnl' "~Il. COHTIHUll oae"I"JON ON....,~ .__ The Aid II"'iI ~"j .iI CrcerrOm.1I encumbrances except COndit.IOb. n.tr1cUooe, ad of ~~d. .~..,:~~.' .':.:,. .t....... _ :..1.. 'n......&~.. .r'~1 .~ \ ...-.-...--..--.-..----- ~ ."",.,.'" 1ID........_: :.;; ....-;.; ~ '~;,' .........,. .... .' " .01. , ,..r.", e~lti?'~;! . PRE.SUBMIlJAL'RECp.. DEe 19 lOOS.' . . .....~;~j~~~~&~.~.l!\)~~~< ,.., -- . '.' ... 'j':i;~;.'.0c:'{f. , ,j./,~{;. . .,. i!K1~"I' 1*';~" , .' .. , 4i,~~j)/:r~iow..,',' ,.'. '.; '0 .. ''''''::.:1.;,:,-:::. '':-~''<iiI'f.'',';;;'' .1 o u w -' I- ,~ ~ ( "\ , 1 u: C) z ii ... l/) . ~ . I . ......,....,.... ..,........,.. ......,.........,.....,..._.._..............':....".,+,':..,...,.........,...,......,.......,....,.........,-- Gr~~;;;; . ..... Wi 11 l ~no ,?,a.cl.;...Il...Re.J::J:.e.a..1::Lcm..l1LSt-t-L,,-I- .................'..-....--.'7 . ...............,..,;t. .. co~'~~~~.~'nd' worronla to...wwp r",,"Lty Schon 1 f)i.s.tr.;i.cl;.-No-.,-W-~:~~::::~=::~. ----....-....-...--. .__.._ ........h..__._n .._......u.....__.___n_.__ Grantee. ......un.....________.._. oxcapt aa .peciflcally 10' forth heroIn ailvalod in Ihe following de'Clibod rool property fre. of encumbrancea Lane ........,.....,...__Caunty, Onlgon. to-wlt. . ._.u_no ....0"_._"__"._'_ I Commencing at the northeast corner of the David McNutt Donation Land Claim NO. 75 in Township 17 South, Range. 2 West, Willamette Meridan; thence South 890 45' 39" West 1658.25 feet along the . north line of said claim; thence parrallel to the ea~t lihe of said claim South 3142.88 feet to the POINT OF BEGINNING in an existing East-West fence line, said point being referenced by a 5/8 inch iron rod bearing South 7..90 feet; thence North 890 50' 48" West 405.16 feet along an existing fence to a point in an existing North_South fence being referenced by a 5/8 inch iron rod bearing South 320 22' West 10.64 feet; thence North 00 51' 35" East 436.86 feet along an existing fence to a poing being . referenced by a 5/8 inch iron rod bearing South 340 12' West 21.79 feet; thence l~aving said fence East ~98.60feet to a . point being referenced by a 5/8 inch iron rod bearing South 18.03 feet; thence South 437.90 feet to the POINT OF BEFINNING in Lane County, Oregon. Containing 4.035 a~res. THIS INSTRUMENT DOES NOT GUARANTEE THAT ANY PARTICULAR USE MAY BE MADE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT.' A BUYER SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPART- MENT TO VERIFY APPROVED USES. " Tho aaid property ia froo from oncumbrancoa O"ClIpt easements, conditions, and restrictions of record. . . . $ None The truo con.idarallan for. Ihla convoyanca I. -...... (Haro comply with Iho r"'lulramonta of OilS 93.030) ..'O____."__.n Deled Ihla ....~fJ..J!1- day of _~r"M&A, 19._~~. K~r ion Dist. ( b//2..-.... cr BY: ,~. ~;;TLE:~~t- J. , 9--,2.0 19 8'1./ STATE OF OREGON, County of .J....~~E_._,--_......) aL. --.-.... . II od th abovo nomDd Willamala'QGJ.iJ.rk and ReL:.I:a.a...t.i,Q.~O'C'L-:I-'-L.J 'uy auU'. l..'IIJ..Ull~U P.r80lIo y.appoar .. . t"~ F, .... Daniel R. l',laza.._'llllPprin"Pf\"o-~ ~nrl ~p"'rp':.al:~.......r~ .. ~~d'.::.d.;;;;:I~'~~;d th f, 0 Ing Inalrumont to boo _._?:s,s- voluntary act and dood. ;( - do 3- f0 '. Bofor. mo. .... . ..... .n.. ......... .. . .. .........--............ -My Comml,. ulofl~MI1TAl REC'O ry Publli: fa, Orogon. DEe 1,9 2008 '. Gronte.'a "Addro... . ......... __._....__.._....._..__._~_..__....__.n.... // ~ / ID 89464Z( BARGAIN AND BALE DI . .. .-,,:- , / . SEND TAX STATEMENTS TO' ..' ,_. . . . '?~~7 Larry and Pamela Saunders /101 A,. Kathleen Halbert 17 02-- >/ 88535 Periwinkle Road Springfield, Oregon 97478 WILLAMALANE PARK & RECREATION DISTRICT, a municipal corporation organized under Oregon Revised Statutes, Chapter 266, Grantor, conveys to LARRY A. SAUNDERS, PAMELA SAUNDERS and A. KATHLEEN HALBERT, Grantees, the following real property situated in lane County, oregon, to-wit: Beginning at a point being North 89. 27' 27" East 1117.38 feet and South 0' 10' 40" East 1693.66 feet from the Southwest corner of the J. Whiteaker Donation Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian; thence South O' 10' 40" East 679.83 feet; thence North 89' 37' 36" West 25.00 feet; thence North O. 10' 40" West 679.43 feet; thence North 89. 27' 27" East 25.00 feet to the point'of Beginning, in Lane County, Oregon. Tax Lot 17 02 27 00 01101 22~QDCT.13'89UD5REC 2230DCT. 13' 89U05PFUND $-0-.., 5.0C 1D.O[ The true consideration for this conveyance is THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE .CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. Dated this & -fA-- day of O~ bvv- , 1989. WILLAMALANE PARK, & RECREATION DISTRICT STATE OF OREGON, County of Lane) (' By: ~/'I, ,'c., ))), IY'e,j BL~GEI I~JnRG EL;rtE MY ERS , Ch~>7person oe~he Board By: JJl~ A~ DANIEL PLAZA Superintendent iO~iL_1 ~ ' ss. , 1989 Pers9na1ly appeared the above-named ELYSE MYERS and DANIEL PLAZA, who declared each for herself/himself, and for the other, that they are the Chairperson of the Board and Superintendent of WILLAMALANE PARK & RECREATION DISTRICT, an Oregon municipal corporation, respectively, and further declared that they were authorized to execute the within instrument by it,~.,,~~~,rd of Directors, it bein~' .s v~~untary ac ao~?: Before me: ,""'~'.~I" M ....... /)!~. _ .~, . . ( - ,.~. /; '0 /'....'\..~.~:,~,.~< <'';;'" Vl-iotary Public for Oregon ~ ~. ^ y," ......~~.",~.{;~.. .... ./ q :-<.)/~OTAR""'-;;"- My commission expires:/j_:J ::J- / ~ ',I'tl,,,,;.:.,.r ': " ~ t~j.fcllll' ~1fd...~aie Deed ,.... ' .., '" . -,''-~'' .;.,'.()'.... \/.I2'OF-O~"" ".:-. . '~'!...~.. .:!~~....\-~ PRE.SUBMITTAl REC'O DEe 1.9 2008 f!,1f\ffl'i5J. . . lS70 MiWKBL\I[]>, . SPRINGfiEm, OR 97~77 P.O. UJd" . SPIUNGFHHO, OR 97477 P~ION#1.7<111.1981 fA)(: -",141.0619 BRANn-off OFF!( 1509 WillAMETTE ST. . EUGENE, OR 97~U P.O. BOX 10211 . EUGENE, OR 9744 PHONE: 541.687.979 FAX:. 541.687.092 1\ ~x~rgr~~aU PRELIMINARY TITLE REPORT January 18,2005 ELT-46985 Willamalane Park District 200 South Mill Street Springfield, Oregon 97477 Attn: Rebecca Gershow Estimated Premium for: PARTIAL BILLING $230.00 TOTAL $230.00 Dear Rebecca: We are prepared to write Title Insurance covering the following described premises to-wit: SEE ATTACHED Showing fee simple title as of Decemher 29,2004, at 8:00a.m., vested in: WILLAMALANE PARK AND RECREA nON DISTRICT Subject to the usual printed exceptions, and 1. The real-property taxes for the fiscal year 2005-2006 are exempted by virtue of city ownership. The company assumes no liability should the exempt status be lifted and taxes levied. (Map No. 17-02-34-21-00400, Code 19-01, Account No. 1113230; Map No. 17-02-34- 21-00400, Code 19-09, Account No. 1113248; Map No. 17-02-34-21-00400, Code 19-00, Account No. ] 113255; Map No, 17-02-34-21-00400, Code No. 19-09; Account No. 1468105; Map No. 17-02-34-21-01200, Code 19-00, Account No. 1428133; Map No. 17-02-27-00- 01004, Code 19-0], Account No. 1401148; Map No. 17-02-27-00-01101, Code 19-01, Account No. 0112225)' continued next page ... PRE.SUBMITIAl REC'O DEe 1.92008 , . CONTINUED ~ llTIIU !NSLJI!ANCE SERVins . ESCROW CWSIINGS "IN OUR BUSINESS, YOU MATTER MOST" www.evergreeniaItH:fititle.com EL T - 46985 Page 2 Exception No. I continued... Taxes, Map No. 17-02-34-21-00400, Code 19-01, Account No. 1113230, 1985-1986, a lien in the amount of $812.60, plus interest is unpaid. TfiJ(es, Map No. 17-02-34-21-00400, Code 19-09, Account No. 1113248, 1985-1986, a lien in the amount of $932.36, plus interest is unpaid. Taxes, Map No. 17-02-34-21-00400, Code 19-00, Account No. 1113255, 1985-1986, a lien in the amount of$199.86, plus interest is unpaid. 2. Power Line Easement, granted to Eugene Water & Electric Board, including the terms and provisions thereof, by instrument Recorded June 10, 1965, Reel 266D, Recept,ion No. 6748, . Lane County Oregon Records. 3. Easement, granted to the City of Eugene, Oregon, a municipal corporation, of Lane County, Oregon, by and through the Eugene Water Board, together with any joint user with whom it m<t-y contract, including the terms and provisions thereof, by instrument Reco~ded February 19, 1954, Reel 32D, Reception No. 23553, Lane County Oregon Records. 4. Road Easement, including the terms and provisions thereof, by instrument Recorded January 5, 1955, Ree150D, Reception No. 46342, Lane County Oregon Records. 5. Easement, granted to the City of Eugene, Oregon, a municipal corporation, of Lane County, Oregon, by and through the Eugene Water & Electric Board, together with any joint user with whom it may contract, including the terms and provisions thereof, by instrument Recorded August 16, 1956, Reel 85DR, Reception No. 92390, Lane County Oregon Rec;ords. 6. Easement for Ingress and Egress, including the terms and provisions thereof, by instrument Recorded March 7, 1979, Reception No. 79-13277, Lane County Oregon Records. Said Easement was modified by unrecorded Agreement, including the terms and provisions thereof, as disclosed by Memorandum of Agreement Recorded November 12,' 1985, Reception No, 85-40653, and further modified by instrument Recorded December 2, 1988, Reel 1547R, Reception No. 88-50717, Lane County Oregon Records. 7. Easement, including the terms and provisions thereof, as disclosed by Memorandum of Agreement Recorded September 23, 1985, Reel 1368R, Reception No. 85-33702, Lane County Oregon Records. 8. Grant of Easement and Maintenance Agreement, including the terms and provisions thereof, by instrument Recorded July 16, 1990, Reel 1643R, Reception No. 90_33394, Lane County Oregon Records. PRE.SUBMllTAl REC'O DEe 1';9 '2008 CONTINUED EL T - 46985 Page 3 9, Agreement and Amendment to Agreement, including the terms and provisions thereof, by instrument Recorded July 16, 1990, Reel I 643R, Reception No. 90c33395, Lane County Oregon Records. 10. Utility Easement Agreement, granted to AT&T Wireless Services of Oregon, Inc., a Nevada corporation d/b/a AT&T Wireless Services, including the terms and provisions thereof, by instrument Recorded June 22, 2001, Reception No. 2001-038325, Lane County Oregon Records. NOTE: A JUDGEMENTILIEN SEARCH was done for the naine(s) WILLAMALANE BARK AND RECREATION DISTRICT, and as of December 29,2004, none were found. NOTE: As of December 29, 2004, there are no liens for the City of Springfield. INFORMATIONAL NOTE: Evergreen Land Title Company finds a Certificate of Water Rights Recorded September I, 1960, Reel 158D, Reception No. 8910, Lane County Oregon Records. . Very truly youts, EVERGREEN LAND TITLE COMPANY HOME OFFIC By: Jeffrey K. Walker Advisory Title Officer NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND PREMIUM PAID. IF FOR ANY REASON THE REPORT IS CANCELLED, A MINIMUM CANCELLATION FEE OF $230.00 WILL BE CHARGED. PRE.SUBMllTAL REC'D " DEe tel) 2008 ELT - 46985' Page 1 00 Legal Description PARCEL 1: (Tax Lot 400) Beginning at a point being South 3916.69 feet and East 1130.26 feet from the Southwest comer of the J. Whiteaker Donation Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian, said point also being on the Northerly margin of Thurston Road (County Road No. 474); thence along said Northerly margin North 890 38: IS" West 452.24 feet; thence leaving said North margin North 90 54' 49" West 1579.27 feet; thence South 890 38' IS" East 719.02 feet; thence South 0011' 19" East 1554.00 feet to the Point of Beginning, in Lane County, Oregon. EXCEPT: Beginning at a point being South 3916.69 feet and East 1130.26 feet from the Southwest comer of the 1. Whiteaker Donation Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian, said point also being on the Northerly margin of Thurston Road (County Road No. 474); thence along said Northerly margin North 89038' IS" West 25.00 feet; thence leaving said margin North 0011' 19" West 1554.00 feet; thence South 890 38' IS" East 25.00 feet; thence South 00 11' 19" East 1554.00 feet to the Point of Beginning, in Lane County, Oregon. ALSO EXCEPTING that portion described as follows: Beginning at the Southwest comer of Lot 5, SANDAL WOOD, as platted and recorded in File 72, Slide 110, Lane County Oregon Plat Records, said point also being South 3810.11 feet and East 884.92 feet from the Southwest comer of the J. Whiteaker Donation Land Claim No. 51; in Township 17 South, Range 2 West of the Willamette Meridian; thence North 890 38' 15" West 7.00 feet; thence North 00 II' 19" West 95.00 feet; thence South 890 38' IS" East 7.00 feet to the Northwest comer of said Lot 5; thence along the West line of said Lot 5, South 00 11' 19" East 95.00 feet to the Point of Beginning, in Lane County, Oregon. ALSO EXCEPTING that portion which lies within the plat of SANDAL WOOD, as platted and recorded in File 72, Slide 110, Lane County Oregon Plat Records,'in Lane County, Oregon. PARCEL 2: (Tax Lot 1004) Beginning at a point being ,South 3916.69 feet and East 1130.26 feet from the Southwest comer of the J. Whiteaker Donation Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian, said point also being on the Northerly margin of Thurston Road (County Road No. 474); thence along said Northerly margin North 890 38':15" West 25.00 feet; thence leaving said margin North 0011' 19" West 1554.00 feet; thence South 890 38' IS" East 25.00 feet; thence Sou~ 00 11' 19" East 1554.00 feetto the Point of Beginning, in Lane County, Oregon. CONTINUED PRE.SUBMITTAl REC'O DEe 1,\92008 ELT - 46985 Page 2 of3 Legal Description PARCEL 2: continued... EXCEPTING THEREFROM that portion described as follows: Beginning at a point being North 890 26' 48" East 1092.38 feet and South 00 II' 19" East 3927.09 feet from the Southwest comer of the J. Whiteaker Donation Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian; thence North 00 II' 19" West 345.86 feet; thence South 890 38' 15" East 25.00 feet; thence South 00 II' 19" East 345.86 feet; thence North 890 38' 15" West 25.00 feet to the Point of Beginning, in Lane County, Oregon. ALSO EXCEPTING THEREFROM that portion described as follows: Beginning at a point being North 89026' 48" East 1092.38 feet and South 00 11' 19" East 3581.23 feet from the Southwest comer of the 1. Whiteaker Donation Land Claim No. 51, Township 17 South, Range 2 West of the Willamette Meridian; thence North 00 II' 19" West 432.17 feet; thence South 89038' IS' East 25.00 feet; thence South 00 II' 19" East 432.17 feet; thence North 89038' 15" West 25 feet to the Point of Beginning, in Lane.County, Oregon. ALSO EXCEPTING THEREFROM any portion which lies within the following: Commencing at the Northeast comer of the David McNutt Donation Land Claim No. 75, in Township 17 South, Range 2 West of the Willamette Meridian; thence South 890 45' 39" West 1658.25 feet along the North line of said claim; thence parallel with the East/ine of said claim South 3142.88 feet to the Point of Beginning, in an existing East-West fence line, said point being referenced by a 5/8 inch iron rod bearing South 7.90 feet; thence North 890 50' 48" West 405.16 feet along an existing fence to a point in an existing North-South fence being referenced by a 5/8 inch iron rod bearing South 320 22' West 10.64 feet; thence North 00 51' 35" East 436.86 feet along an existing fence to a point being referenced by a 5/8 inch iron rod bearing South 34012' West 21.79 feet; thence leaving said fence East 398,60 feet to a point being referenced by a 5/8 inch iron rod bearing South 18.03 feet; thence South 43780 feet to the Point of Beginning, in Lane County, Oregon. PARCEL 3: (Tax Lot 1200) Commencing at a found I 'h inch pipe referenced in County Survey No. 20896 and called for in Deed Recorded in Reel 711, Reception No. 43468, as marking the Southwest comer of the J. Whiteaker Donation Land Claim No. 51, in Section 27, Township 17 South, Range 2 West of the Willarnette Meridian; thence South 890 26' 48" West 5.93 feet (6.00 foot record) to a found 5/8 inch iron rod as referenced in the above-mentioned County Survey and Deed on the North line of the David McNutt Donation Land Claim No. 75; thence along the Easterly line of Tract No. I of County Survey No. 20896, South 090 54' 49" East 3972.81 feet (39.73.10 foot record) to a point on the Northerly right-of-way of Thurston Road (County Road No: 474), being 30.00 feet Northerly of the centerline of said road marked by a set 5/8 inch x 30 inch iron rod with CONTINUED PRE.SUBMITTAl REC'O DEe 1,~ 2008 ELT -46985 Page 3 of3 Legal Description PARCEL 3: continued... Cap PLS 1554, being also the Point of Beginning of this description; thence along said Northerly right-of-way North 890 32' 58" West (North 890 38' IS" West record) 199.14 feet to a set 5/8 inch x 30 inch iron rod with Cap PLS 1554 that is on an extension Northerly of the Westerly right-of-way line of 61 st Street; thence leaving said Northerly right-of-way line of Thurston Road North 00005' 03" East 1128.32 feet along the Westerly line of 61st Street if extended to a 5/8 inch x 30 inch iron rod with Cap PLS 1554 on the Easterly line of Tract No.1 of County Survey No. 20896 previously mentioned; thence along' said Easte[>ly line South 090 54' 49" East 1147.01 feet to the Point of Beginning, in Lane County, Oregon. PARCEL 4: (Tax Lot 1101) Beginning at a point 24.42 chains South of the Northwest corner of County Survey No. 569, said comer being on the North line of the David McNutt Donation Land Claim No. 75, Township 17 South, Range 2 West of the Willamette Meridian, 31.35 chains West of the Northeast comer of the said claim; and running thence East 6.225 chains; thence South 23.293 chains; thence West 6.225 chains to the West line of said Survey No. 569; thence North 23.293 chains to the Point of Beginning, in Lane County, Oregon. EXCEPT: Beginning at the Northwest corner ofthe above description; running thence South to a slough; thence Easterly along said slough to the East line of the, above description; thence North to the Northeast comer of the above description; thence West 6.225 chains to the Point of Beginning, Lane County, Oregon. PRE.SUBMIITAl REC'O DEe 1.9 2008 ~~ d-:' it " rHO! I,.: r.'~ ~; 0: ( .~ ';, " '. ,. 1200 {/2.58 AC. (:t" , ~i " '~ " ( ~~S.2E1IGS I( ( , {~i i ;~ , ;~ I; i: 'J .> :~ ~ ( ',~ ~ .' /1: ,': r ,~ l~~ . - ) -4'!>'.~~ . l~q.14' ~'a:.'~-~ -_~f..:2-,...._ ..'w. :{ , t. N.E.1/4 N.W.1/4 SEC.34, T.17S. R.2 W.W.M. 11, >: ,~ L'; ,. :r , I:.'.. d_ ~ '- ; I'~:' " o ", " ~ $. ~ V ~ , ~ . . - ,.:. "i. . . ~ '0 .~ ~. . ,1 .~',h >/ . ''>.''....0' ..., '0 "'..D' , , 510 ., I , ~ ~ " " 1 ....~ "I'.D' l- I; 509 W ,. " .r~ W ...~<>.hl..~ 0:: 'L...' " I- 508 --C", , ... ... ~ - (f) " ~~D';S ~# If 507tci '1 ~~ 400 18.70 AC.T. ~ ;; ~ LANE COUNTY SCALE ," = 100' SEE MAP 17 02 27 S.27927 ((] U 9 = ((] ([)) 18.36 ACS. }\~f# .d:"ii\'.~~J;~ ~i " ::, l_:; I , . - :1 N.... ~ ~"I!: Id.,Z...,.' _". "O/I'''-l!.-!l''''.~.'~' I ~..o., ".....ce..-. <><:<:.M,n :r}'8 Q I 100 .,j '" II' ," ,t ;: ~ 0' J r I o E I II I I Ii 0.34 A.c.s.--.::2.... ,:) c. 1: () (.) L: r:) ::) G '1' ? \...\..... L' e. lOA\!; ~'~/'" ~"ao. lUJQ./Q. "' L.........:OWJN'U. ':';i''''''LO''.<l C~"'''-LI a. '''''' \\\M'-~l- 'O;).~q-' S.26629 i, " 5' j;): Co......... c.,",~. ' 4\".1.'" 'r '"I' ". II: ", !,= Ii' t " (QJ~9=(QJ9 " I , o' )1- 0'_ "'.j Ii; ~ I' ,. I ~ ,(. , 200 :l,''''~' I , , , , , PRE.SUBMlTIAL REC'O ; ,.'. DEe 1;,9 2008 11: , " " ?.o........ I 00.0' I '" ~.1,"n:~..'\. ... ~ ~ nnil . , . S.28165 U'lt,.. It \ -r'~. #.1 1''''!i~=N!\ I"~, ...Jl Ii 1; ! r.;"""t- -li ~ ~1 } (''\ \~ (~ % o C': f...45' ~~ ,~-'" ,......, -," \.J '\ 474.0e- ,~ ....,. ~:} ::~ N89'38'!S'V '; ...... -- ~ (, ~ (~ U (~ o 3 r. ~.,- 0 ('J --.C...... ..... ( ) ~... -cr-L~'''''''' -A_ -'" '.J \50.19' N c..~ ,..... (]-f) - () w" , "' '" . ~"' . ~ ~.... ~. 217' N89'36"IS'", ,::> ~;:... "'''' inru " '" b(') Z ( , ) (') I) t. d () o [' ,} I'. .r () ill ~ ( 1004 ~ 0,45 AC () o () N89'39'15'1l ~ RD. No. 474 ()_~-~_~ .'_~ j:F,l9' , EAS1_6'2'25,€-!;..>,-36"::jf8" 15.3 CJj c (', H _ 4,if.85' _, cj-" _~OO~J,8' .... '~-------- ........... "-:' ,,-,~ () -() . ( ) l-tOO () () () () If'\) "" 'fl' I i, H\\~)~~==~, ':t/ U 1;.# () 1101 10,21 AC () " ~' .("1 ~, ,....: "" '" cr " . ," .,J I( "', 'j'! rr~ " " I' I" n -f"" .,/ ~j V }, ~lJ";:~-=[i ))? o .7 ,,11 'I o .~ !, (I) " l! :) <',:-,.~ t .. '\....... () r-. I,.J c'" !.J "" :"(J\ :'..r.'\J M r<U ~_ 1,., ). () I >- ::> CJ "" ci 0 ---- 25' ....~ i;'"AS~ l't ::, ;,,; - .::~819 C CI ;gr'f""""'''' ..-... .' ..j. JDil l~ ~n! 11 .~"",., """",i 111.1"-1i,~=fj "'<""I' .(". . U1 _'" ...~ ~ J' Ii ,- Q"\ .' ~ , ~..<fl.) J r-: ... /1 ~. ~- j :> w 11 02 ' en ..~ 4,03 AC P ~ jl. E~2~~~J- ~ -1 ~ (UJ N89~50' 481\>1 ~ 1 + "'ESr-6.22S - 405.l6' ',J CH = 41O.9S!..) (, D .!) ~) ^' t~. (~ -' PRE.SUBMIlTAL REC'rrEE tv DEe 1,9 2008 i ,\ \, oe:........,.,.~."'" . ~ -'~ PRELIMINARY STORMWATER MANAGEMENT PLAN AND DRAINAGE STUDY FOR . Jack B. Lively Memorial Pa.rk 6100 Thurston Road Springfield, OR 12/1/2008 Preoared For: Willamalane Park & Recreation District 250 s. 32nd Street Springfield, Oregon 97478 Branch Engineering, Inc. 310 5th Street Springfield, OR 97477 Phone (54i) 746-0637 Fax (541) 746-0389 '-"-"',.','..<;; @ Branch Engineering, Inc. _... ".~' '. PROJECT# 07-287A PRE-SUBMITIAl REC'O DEe 1,9'2008 ~ '. U':1ltLtLl.c:UUD I.J..:J.:J Df dfl~fll:.nYIfIt:erlng (~ AX) ~41/4bUjll~ I'.UUlIUOl PUBLIC WORKS DEPARTMENT / Engineering Division Fax: (541) 736-1021 STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK - (Area below tltis lille filled out by Appllcaflt) - (Please returll to Mall StoUtler@CityofSprillgfield pUblic Works Ellgifleerillg; Fax # 736-1021, Pltolle # 736-1035.) Project Name: Site Plan for Jack R Lively Memorial Park Assessors Parcel #: 1702371004110111702342] 4001200 Land Use(s): Swim Center (park General) Project Size (Acres): 30.8 AC Approx, Impervious Area: 252,000 sf (68,000 new) Applicant: Date: Phone #: . Fax#: Email: AnamJa Sherwood 9/16/2008 (541) 746-0637 (541) 746-0389 ananda{ti}branchengineering. com I I I I I Project Description (Include a copy of Assessor's map): 2 phased development will include 2 picnic shelters & food prep area, restroom, playground, dog park, natural path, sand volley ball court, concrete basket ball court, and additional parking and sidewalk to accomidate the new features Drainage Proposal (public connection(s)~ discharge location(s), etc. Attach additional sheet(s) if necessary: AJl new impervious surfaces will drain to the existing system wich nmsthrough an engineered bio-swale and discharges into Cedar Creek to the north of the site. Proposed Stormwater Best Management Practices: A gravel entrence/exi~ sediment barriers, and catch basin filters will be implimented during construction. - (Area below tltis line filled out bv tile CUp alld Returned to tlte Aonlicant).- (At a miAimum. all boxes checked by the City all thefrollt'and back of this sheet shall be submitted for an application to be complete for submittal, although otherrequirements may be necessary.) Draina,..e Stndv Tvoe lEDSPM Section 4.03.2): /Note. UH mav be substitnted for Rational Method) . Small Site Study ~ (use Rational Method for calculations) D Mid-Level Development Study - (use Unit Hydrograph Method for calculations) D Full Drainage Development Study - (use Unit Hydrograph Method for calculations) Environmental Considerations: D Wellhead Zone: )J I It D Wetland/Riparian: D Soil Type: ;; 0, - Downstream Analvsis: D Hillside Development: iJ / A- D FloodwaylFloodplain: /'1) ''''''0" - I)".".,h",,,c, :J '-' n Other Jurisdictions: L.CiYi"o Coun -1-,/ / 159, N/A D Flow line for starting water surface elevation: D Design HGL to use for starting water surface elevation: D Manhole/Junction to take analysis to: Return to Matt Stouder lal City of Soringfield, email: mstouderlalci.sJlringfield.or.us, FAX:.(S4}) 736-1021 PRE-SUBMIlTAl REC'D DEe 1(9'2008 ~ CQ~LETESTUDYI1_MS '7or Official Use Only: * Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield Development Code (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute site approval; Additional site specific information may be required Note: Upon scoping sheet submittal, ensure completedform has been signed in the space provided below: Interim Design StandardslWater Quality (EDSPMChapter 3) Req'dN/A IIJ 0 All non-building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration media) for stormwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by vegetated methods. III 0 Where required, vegetative stormwater design shall be consistent with interim design standards (EDSPM Section 3.02), set forth by the Burean of Environmental Services (BES) or Clean Water Services (CWS). ~ 0 For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the BES for vegetative treatment. III 0 If a stormwater treatment swale is proposect; submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with either BES or CWS requirements. . III 0 Water Quality calculations as required in Section 3.03.1 of the EDSPM o Ii!l All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. General Study Requirements (EDSPM Section 4.03) ~ 0 Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. !II 0 A complete drainage study, asrequired in EDSPM Section 4.03.1, including a hydrological study map. II! []] Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. 111 0 The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins, Review of Downstream System (EDSPM Section 4.03.4.C) o fI A downstream drainage analysis as descnoed in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). . o ~ Elevations of the HGL and flow lines for both city and private systems where applicable. Design of Storm Systems (EDSPM Section 4.04) IfI 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. ~ 0 Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 Ib load without failure of the pipe structure. g 0 Manning's "n" values for pipes shall becou"sistent with Table 4-1 of the EDSP. Au storm pipes shall be designed to achieve a minimum velocity of three (3)feet per second at 0.5 pipe full based on Table 4-1 as well. Otber/Misc III 0' Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains IBI 0 Private storrnwater easements shall be clearly depicted on plans when private stormwater flows from one property to another o ~ Drywe11s shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to the website: www.dea.state.or.us/wa/Jrroundwa/uichome.bcm for more information. o fllDetention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25,year storm events 'This fonn shall be included as an attachment, inside the front co~er, of the stonnwat~~~UBMITTAL REC'D I *IMPORTANT:ENGINEERPLEASEREADBELOWANDSIGNI I DEe 1.92008 As the engineer of record, I hereby certify the above reqnired items are complete and included with.the submitted stormwater study and plan set Signature M$.a.~b~? / I Date/,(- FCl8 Form Version 2: March 2004 N :> :> - N :> =! :l- I I I ., ~:~ :n 1 :0 ! '" :> ., ... ~ .... ~ ... n ~ >< <( .L. - -<) @ c o "A'~" '''LVI; /1/lEHYDRAf'/r """'" CATCH eA5~/AREA DR4W CI;1i8IUT --Ii!I-- PROPQSS-OI ---~.._- E:(fSTINGO,; _...-4;0"- PROPOeED SIIALE EXlSTmrt .xr9rm\l1 '" !: ;:: '" '" !: 51 !: .LI !: U !: OJ .... :c N r! '" ~ --~ I I /l'~'" : ~"" FUICt .It i Q:~ I , I 1 \ 1 , 1 , 1 1 I I I I I / 4"""1/"'-- ,urea - 'A~ --...." " -----..." +- ~1\4P!<<; BeALl: IQC :OIOD 2qO I._'IIIII'_~ ." fAX MAP 17'02"27. TAX I.DTS 1004 .{ 1101 AND TAX MAP J7-02.j4-ZI, TAX LOre 400 4. 1200 I :0 :> o N - N N ii :> o U LLI Q:: ;;:!. a:::: :2 CQ ==>> Co'? LL.I Q:: C- co o o .N 'CI>'" pol' U I.LI Cl Storm Drainage Evaluation Jack B. Liyely Me,morial Park STORM DRAINAGE EVALUATION JACK B. LIVELY MEMORIAL PARK SPRINGFIELD, OREGON This evaluation was prepared to summarize the drainage system proposed for the Jack B. Lively Memorial Park project. The site is located at 6100 Thurston Road in Springfield, Oregon. Thurston Road is to the south and Cedar Creek borders the site to the north. The park is planning a two phased improvement. Phase I will include sheltered picnic and food prep areas, a fenced dog park with gravel trail, an 8,000 square foot playground area, parking, sidewalks and landscaping. Phase 2 will include a sand volleyball court and new full sized basketball court, parking, sidewalks and landscaping. These storm drainage calculations will evaluate the improvements through the second phase and check that the existing water quality swale that currently serves the site is sized adequately to serve the new improvements as well. Existing Conditions The site is currently developed with the 38,560 square foot Splash! Lively Park Swim Center with associated parking. The site has stands of well established trees and areas of open grass. The site is relatively flat and gently slopes to the north towards Cedar Creek. See Appendix A for the existing site conditions. The existing site storm drainage system includes existing catch basins and conveyance piping that flows to a large existing water quality treatment swaJe that was designed with the original development. The existing swale'drains to Cedar Creek. The existing swale dimensions are 680 feet long, a bottom width of 3 feet and average side slopes of 5: 1 on the left side and 4: I on the right with a varying depth of 6 to 8 feet. The existing swale has a bottom slope of 0.005 feet/feet. See Appendix F for existing swale information. According to the Soils Survey of Lane County, Oregon by the Natural Resource Conservation Service, the soils at the site are Camas graveIly sandy loam (22), Chapman (25), Cloquato silt loam (29), Fluvents (48) and Newberg loam (96). These soils are for the entire site. The soils that are located in the area of interest and used for these calculations are the Chapman (25), Cloquato silt loam (29) and Newberg loam (96). These soils are in hydrologic group 'B' and are soils that have a high rate Of infiltration and are soils that are moderately well-drained or well~drained with moderately fine texture to moderately course texture. See Appendix C for a soils map and soils information. ' PRE-SUBMITTAL REC'D DEe 1.9 2008 ~, . Branch Engineering, lne. - Page 1 Storm Drainage Eyaluation Jack B. Lively Memorial Park Proposed Drainage System The proposed storm drainage system will be some catch basins to drain the new parking areas and piping that will tie into the existing storm system and drain to the existing water quality swale. See Appendix B for a site plan and drainage basin map. Stormwater Quality . The existing water quality swale is as described befote. Per City of Springfield requirements, a 0.83 inch, 24-hour storm, was used as the design storm for water quality treatment. The Santa Barbara Unit Hydrograph was used to generate peak flow rates. During the water quality storm event (0.83 inches/24 hour), the hydraulic resident time is 17.7 minutes for the existing site and 14.2 minutes for the proposed site; which surpass the Portland Stormwater Management Manual minimum of9 minutes. Appendix D contains a summary ofthe calculations for water quality for both the existing and proposed site. Stormwater Quantity Per City of Springfield requirements, a 4.8 inch, 24-hour storm, was used as the design storm for sizing the facilities. The Santa Barbara Unit Hydrograph was used to generate peak flow rates. During the 25-year storm event (4.8 inches/24 hours) the depth of water in the swale is 0.71 feet-[or the existing site and 0.92 feet for the proposed site for a difference of 0.21 feet. The existing swale will have a free board of approximately five feet and meets the City of Springfield requirement of a minimuin of one foot of freeboard. The existing swale has capacity to handle the additional flows that will be directed to it from both Phase I and Phase 2 of the planned improvements of the Jack B. Lively Memorial Park. Appendix E contains a summary of the calculations for water quantity for both the existing and proposed site. PRE-SUBMITTAL REC '0 DEe 1-,9 2008 Branch Engineering, Ine. - Page 2 Appendix A Existing Site Conditions PRE.SUBMITTAl REC'O DEe 192008 , . # <" # SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE AS FOLLOWS' . (22) CAMAS GRA VELL Y SANDY LOAM. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF )6'. (25) CHAPMAN URBAN LAND COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF )6'. (29) CLOQUA TO SIL T LOAM. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF >6'. (48) FLUVENTS. NEARL Y LEVEL (96) NEWBERG LOAM. THIS SOIL HAS A HIGH WA TER T ABLE DEPTH OF > 6'. ~+- gl" >' #" # ~ <" <t TH!.RSTON MDOt.E SCH:::la.. LEGEND I '1 ~'''''-:;'4'.1i- -: :'WO,,,, ,__--:;'-:"1l; ~-'-~~'~;;;-- .~'~-'" -r- · ~i, \ =~ "'.". . (~/J ) '.' /~~. ,-'/ I I \.... IIDE. 680' LONG-.:& ~" ...#! ,/ ) ~ I . \_ "tJRAIolACE SWALE" ~ ./ i .--- . /---=.- "i".="...'~,.-- 1 '"" /" . I ,';",.F", . I ~ ~-1:3~~~~~~~____ ~ ~.._ /~, '-, ~~--_ 1/- r/ /~" ~, >- ~ 8\85 \ .. -:::''-~~' .J' /~'" /'.....~>,. '1V11 u <t 0 -Jlll '-...~~~. ,~ 'jPc/~. ..~ ~"""l'\ ~ !. i ""'~ ~ it:!>.. \ ~,,-:'~\ / ;.......-' .~~"~ \, ""- \ ~ "it,./'- II \ I &.:~ \ \ .0 " . ..~ 'I' I \ '" /., '",~)) ! ~ I {\.' ,'",~ ''-, , ~ \..-' / tt,1 ' ,I ; , ".~~ "h' /,.J .... I I: I :'~;~~,:~'--~-'~I. I vJ)1:~ ~'P (151 I ~"'~ .~ !f~l-'" , I "''v ,.6' ) . """-~=""'"'" ;30'.... . . ", , ' 1 ,oS' <t' I 4' "~I ~i I _ _ _ _ ~,_L.:~ti...~.u.~ ~ "-:.~ .,_ _ _ _ _ _ =- _ _ _ _ -CCUiTY_ _ -L-~- - - - - - -11 / " - ;.~.... - __\ ~~~;" ~ \:~""'~~~~1 . ~.......~.......:r - "!!!.!" ",0' "I '. f (t ....1 \ /. 'i.:.~ .16} ~ C: :-;'''''~''~''''~'::>'' . ", =....,,:~~ ~ lilt I S,D ~.,; '\ -~ '1l1~1 ~:~~-~ '.'c..~',~ \ \ a 0 "'A'" --~Il!. I :..') ,-...,,~ t~ W ~,7/ -, \~,J..~' . ,'L.fTTTn --"C ~ I : .. " . II I <:~J;/~.. · ? ~~ ~, ''----1,\ "'.~'.~~ ~.DlB~ACP~(_~ ~ : ~ : ~ I ,#~" ....;o..('~. I J (l1(;"'(- . "-> of''' - ,-' ~'-:::::_1 "J. : ~ ,11'1 ""ii' I ~'..-'/ it~(':'~"~s\J \.---/ -, \ ~ . .'-~ ~ t "'!"':;,"",i"'.'- = : # I II f /",':.:::Z<~l_"... '! / '- 1 \ j '- """""" :-~~: ~ Ii ~ 'f \. \.. '.,.- , . ~ " 'j' i. =~.' l..W.ll,,~ . -II" '"l I " ,~', ~,\\ :-l!.r~j;l~, ! J,;., J>" s~~;.~:,~; '__ 0 ;:'!111T1"'Tl 0.-.. : ,p'1.- II ~I I . <, ~ ". )f;t;;:,""~\,~7 L-"'_Y~\\i\:t:'.~OO.T~, "'.t..,~.~\,_ " "I,q;.,,;,'L 1.= ~ ~! II . , ".I..(.'1t.) \ -.,;~, " ",' l'I""l.Wr--.. ,/ 'u II I "1.,}/j!\:::~(.... ) ~ ~V"".1-\. .".~~t-!:/:~~..- ._' 'I"..", .._.__~': ,.& I' .il -~!f .-:~~, ...! ;-"; '~. r 'r'_.._ "",,/-~~...,.. .......\........i'...."~; ~ - n'] J !! /- : >".J ,i' $"t'F.------~~ \ --'f'" '..of' "... t \1 - < . -~t 'I '., '-,;.. ! ;... ,,',1i,<;:' ,/'. ..... \ .\ r Ii \;J{'\) '.........,d'... f_____/ : 1.;{ ( , ~ .", ~ ..--~ \"\ ......,;;..,.--:) l-(.. -../-/'--: -, ~ \ HI Jl ! \....r:~ '- ~_ : ,.-t; " = il \ f'. ,/ " .~-'>r. ~ i ,: ,,,!It.'clf y-'''''''~.. ii' '~/~<,:rll';.,~ ,of "-;:: ~"--'-~J' c--_ , :,:,~"-"-, ,-~2% ~ i OlSTN> ENfRANCE '--BJST -..:c:-~~;\ "> CITY "':.;.::...._ _0-- ~ ~ r--=--.!!: -- - --- -- - C ro<.mY I r ~ 1 I ., :; I JI +: I II I I Ii ............. DRAINAGE BASIN BOUNDARY DRAINAGE FLOW ARROW ~ PERVIOUS AREA = 3.8 ACRES iMPERVIOUS AREA = 5.3 ACRES ,oS" ... oS" , <" ~ DRAINAGE - BASIN (9.1 AC) - I , I a;'1.-" ,.0 , ,. TAX MAP /7-02-27. TAX LOTS /004 & //0/ AND TAX MAP /7-02-34-2/, TAX LOTS 400 & /200 GRAPHIC SCALE O' 100 200 I I I .~rl ~ IN FEET ) 200 , ::.c: 0::: ~ -.J ~ o:::a::Z 000 .......:::Et:) L..IL..I ~:::EO::: L..I 0 s;>- L..I -.J ~ 0:::~0 _-.J .. __ -.J L..I '-'-' <- - ;:=::5 .L... ;:::O-Q:lt:) I- ~ ~L..I::.c:ii: -,1-(.)0- ~V)~V) "- c.il .:: ~ V)Q. ~~ - !:::z 0- zv) o~ C..) L..I " t:) t:) <z-<:( 0___ ;:::1-<- "-V)- Q:--<:( <->:>(0::: ~L..IO Cl a " o 0 '" ~ .", '" '" 0 g,!3 [: b{) I~ a d ~~~ "C ~:::.i @ Q) S; ~:il :;; Q) -ID,a a:l d -0 t ._ g'::! ~ 0 b{)~:f~~ ~ d ov~l'-iD ~ ~ bOt":l.:! ~ oo-d:g S ~ ..c :r~ r1 "S IQ ~ ';:......:-,d ~ ~ ~~!::.CJ ;::l cd ,,...... d ~ So-.! 0,",...:0 Cll 0 co ~~e;: E en ~) PRE-SUBMITTAL ~ ~tlE DEe 1.9 20( ~ SCALE .' , DRAWN BY --, .~ DESIGNER CHECKED BY PROJECT NUMBER SHEET NO. 400 I I , ,~,' ,~'; I "... ~ u 12/01/2008 1"=200' AS DG 07-287 FIGURE 1 Appendix B Proposed Site and Drainage Basin Map PRE-SUBMITTAL REC'D DEe l'~ 2008 LEGEND ~ t g 0 . ,f./ #' " ., ~ ............. DRAINAGE BASIN BOUNDARY _______ DRAWAGE FLOW ARROW 1H.R8TCW Mr:lDLE 8OIOOt. I---~ ~- , ...tJG&-~:-:.~ PERVIOUS AREA = 5.5 ACRES IMPERVIOUS AREA. 3.6 ACRES '- #' ., ~ 5 '" ~ u # ) , ,f' ~,'\ ~cY ., ,#' ., /. , ,# ., - - ,# ., .~ ,9" [ ,0' __~~_ -=<.N"' .,# ----.-1 ' - -~ '1H..t, ~" =/./ JI', " ~~sr.-t-l " ~ ':~ ~::,Il 011' I !I' , Iii! :# ~ I' ~, .,'~ L11-t " " - ~ "I :i ~"--=--. - - _.-:. -: = WY ~ -= ""~ 0::-"__ I i=';11ST ST. WMrr - ~'1 U~ ji f , ~ l' , ,f' ., , ,f' ~ ~ DRAINAGE - BASIN (9.1 AC) a GRAPHIC 200 0 100 I I I r-~- I I IN FEET l TAX MAP /7-02-27. TAX LOTS /004 & 110/ AND TAX MAP /7-02-34-2/. TAX LOTS 400 & /200 I :::.::: Q:: ~ ...... :::!~ Q::Q::O e~~ lulu ~~o.:: Lu 0 5;:>- Lu ...... ~ Q::~Cl _-J '. _......Lu "-' <.. - >=:5 .L... >::Q..Q::.l~ ..... ,,-~ o ......- ~~Uo.:: O-"<:(Q.. Q::V)-,V) Q. V) ~Q.. O~ j::-<: - Cl~ ~- oV) Dca ClLu Lu ~ V)~ S>O~ ~Q..- ii::O-q: o 0.:: 0.:: ~Q..Cl Cl ., Q I s .. 0 " J:::i "'~ .~ - ! "'.. . '"'" t 0'- .;vi I ~ " "'. en J:::i I ~..,." .- r-.. r-.... " .... , ..,.-... Q) S;;~ 0 ::J (1)1 on.o . ,9 I g~~ ~ " 0 b() ~ bDrz. 1-0 '" . d':G>Q) .0 " ~:: ~5~~ . " iri) .<Oe .. ",,0 ..d ':A'i) I "'d . c:.J I ....... <c 1lI d ! ~~.t~ . k " ctS: ...._1::1 ~ ;.....,O'"''ltCG u P=:lj- c,lQ '"' " C':lCIJ_D " ~ @ en ~ U DATE SCALE ~.SUBMITTAl ~ C 1.9 21 RPIGNER CHECKED BY PROJECT NUMBER SHEET NO. ---, SCALE 200 I J 400 I I 12/01/2008 1"=200' AS DG 07-287 FIGURE 2 Appendix C Soils Map and Data PRE.SUBMITTAl REC'D DEe 1.:9 2008 Soil Map-Lane County Area, Oregon 8 ~- ~ 506700 , o o ~ ~- ~ ~ o g ~- ~ ~ ~ o o N ~- ~ ~ ~ o o ~- ~ ~ o o o o o ~- ~ ~ o o o -~ ~ ~ ~ 8 ~- ~ ~ o o -'" ~ ~ 8 ~ ~- ~ ~ ~ 8 ~ ~ ~ ~ ~ 506400 N ..~...rs A 0 50 100 200 300 " ~ .1 0 200 400 800 1,200 USDA ";;Sj Natural Resources Conservati.on Service_ Web Soil Survey 2.0 National Cooperative Soil Survey PRE-SUBMITI~L RECtD DEe \J16hgga8 Page 1 of 3 -0 ^' rn . 1:J ~ In c::: (') ocr :s:: ... ~ ,.~ ,.:> .-- ,,) ^' .::> ",0 rn ("') d USDA l';>>= Soil Map-Lane County Area, Oregon MAP LEGEND Area of Interest (AOI) o Area of Jnterest (ADI) Soils Soil Map Units Special Point Features ~) Blowout 181 Borrow Pit * Clay Spot . Closed Depression X Gravel Pit .. Gravelly Spot @ landfill A Lava Flow ""- Marsh "" Mine or Quarry @ Miscellaneous Water @ Perennial Water v Rock Outcrop + SaUne Spot Sandy Spot - Severely Eroded Spot 9 Sinkhole I' Slide or Slip JI1 Sadie Spot - Spoil Area () Stony Spot Natural Resources Conservation Service Gj t Very Stony Spot Wet Spot Other .. Special line Features Gully E7"~ Short Sleep Slope Other Political Features Municipalities o Cities E2J Urban Areas Water Features ~~ Oceans ~ Streams and Canals Transportation W Rails Roads Interstate Highways US Routes Stale Highways ~ Local Roads - -~ Other Roads Web Soil Survey 2.0 National Cooperative Soil Survey MAP INFORMATION Original soil survey map sheets were prepared at publication scale. Viewing seal_e and printing scale, however, may vary from the original. ~Iease rely on the bar scale on each map sheet for proper map measurements, Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda,gov Coordinate System: UTM Zone 10N This product Is generated from the USDA~NRCS certified data as of the version date(s) listed below. Soil Survey Area: Survey Area Data: Lane County Area, Oregon Version 6, Dee 22, 2006 Date(s) aerial images were photographed: 5/24/1994 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some min'or-shifting of map unit boundaries may be evident. 10/6/2008 0"'....""') ...f."':l Appendix F Supporting Data PRE.SUBMITTAL REC'O DEe 1'.9 2008 Channels TABLE 5: HYDRAULIC ROUGHNESS (MANNlNG'S n) VALVES OF EXCAVATED ARTIFICIAL CHANNELS Charmel Minimwn Normal Maximwn Excavated artificial channels, continued. D. Rock cuts I. Smooth and uniform 0.025 0.035 0.040 2. Jagged and irregular 0.035 0,040 0.050 E. Channels not maintained, weeds and brush uncut I. Dense weeds, high as flow depth 0.050 0.080 0.120 2. Clean bottom, brush on sides 0.040 , 0.050 1 0.080 3. Clean bottom, brush on sides, highest stage of flow 0,045 0.070 .0.110 4. Dense brush, high stage 0.080 0.1 00 0.140 Note: Values are for excavated or dredged channels with natural linings. 8-A-ll PRE.SUBMITTAl REC'O DEe l.9' 2008 ODOT Hydraulics Manual Table 2-2a.-Runoff curve numbers for urban areas I Curve numbers for Cover description hydrologic soil group- Average percent Cover type and hydrOlogic condition impervious area2 A B C D Fully developed urban areas (vegetation estahlislwdJ Open space (lawns, parks, golf courses, cemeteries, etc.)": Poor condition (grass cover < 50%)'...,.......... 68 '79 86 89 Fair condition (grass cover 50% to 75%). . . . . . , , . , . 49 db 79 84 . Good condjtion (grass cover > 75%) . . . , . , . . . . , . . . 39 74 80 Impervious areas: Paved parking lots, 'roofs, driveways, etc. G> (excluding right-of,way). ... .. . .. . .. .. .. .. . . .. .. . . 98 98 98 . .""Streets'.and !,'lads: '. Paved; curbs 'and stann sewers (excluding right.of,way).::..:........................... . 98 98 98 98 Paved; open .ditches (including right-of.way) . .... .. 83 89 92 93 Gravel (including right-of.way) ......., . . . . . . . . . . . 76 85 89 91 Dirt (including right-of-way) ....................... 72 82 87 89 Western desert urban areas: Natural desert landscaping (pervious areas only)' n. 63 77 85 88 Artificial desert landscaping (impervious weed barrier, desert shrub with I, to 2.inch sand or gravel mulch and basin borders)_ .............. 96 96 96 96 Urban districts: Commercial and busine.ss.......................... 85 89 92 94 95 Industrial. . .. . .. .. . .. .. . .. . . .. . . .. . . , .. _ . .. . . . . .. 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or less (town houses) .. . .. . .. ... .. . .. . . .. .. 65 77 85 90 92 1/4 acre ........................................... 38 61 75 83 87 1/3 acre ......................................... 30 57 72 81 86 1/2 acre ......................................... 25 54 70 80 85 1 acre.. . ... . . . ...... . . .. . ..... .. .. . _ . . . ... . . .... .. 20 51 68 79 84 2 acres. . .... '" . ................. . . .. . ... .. .. .... 12 46 65 77 82 Developing urban areas Newly graded areas (pervious;areas only, no vegetation}5...... .....~;:........ ................ 77 86 91 94 ldle lands (CN's are determined using eover types similar to those in table 2,2c). lAverage runoff condition, and III = 0.23. 2The average percent impervious area shown was used to develop the composite eN's. Other assumptions are as fonows: impervious areas are directly connected to the drainage system, impervious areas have a eN of 98, and pervious areas are considered equivalent to open space in good hydrologic condition. CN's for other combinations of conditions may be computed using figure 2-3 or 24. 3CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations. of open space cover type; "Composite CN's for natural desert landscaping should be computed using figures 2.3 or 24 based on the impervious area percentage (eN = 98) and the pervious area eN. The perVious area eN's are assumed equivalent to desert shrub in poor hydrologic condition. SComposite CN's to use for the design of temporary measures during gr-ading and constnlction should be computed using figure 2.3 or 2-4, based on the degree of development (impervious area percentage) and the CN's for the newly graded pervjous areas. (21O-VI-TR,55, Second Ed., June 1986) PRE.SUBMI1TAl REC'O DEe 1:9 2008 2,5 Cl !T1 n .- ~ "" = = QO -0 ;::0 rT1 , Con c= o:J :s: s;! .--- ;::0 I"T"I n d 12/2/2008 8:46AM Z:\2007107 -287 SPLASHISTORMWA TERIPreliminary WQ Swalel07 -287 _EX-WQ SWALE_9-25-08xls -c ::::0 rn . CJ c.n me:: rl CCI s: "~ ;;::::::I ~ ':J> N r- = = ::::0 c:o rn ("") 12/2/20~ 8:46 AM Z:12007107 -287 SPLASHISTORMWATERIPreliminary WQ Swalel07 -287 _EX-25YR SWALE_9-25-08.xls -0. ;::c M"'I . CJ Con mC= n t:lJ:lO s: .,s;! .-- ;::c M"'I Q o - .cc '" o o CO 12/2/2008 8:47 AM Z:\2007107 -287 SPLASHISTORMWA TERIPreliminary WQ Swalel07 -287 _PROP-25YR SWALE_9-25-08,xls , ~ "I" ..,'.... " T t,. a': I' o 'rn n ''":" .CD N = = OC> -a Z; c=: c:J :=s:: ;:=t fE: ;::a '"" ("") d 12/2/2008 8:47AM Z:\2007107 -287 SPLASHISTORMWA TERIPreliminary WQ Swale107-287 _PROP-WQ SWALE_9-25-08.xls , . -.. " BIO-SWALE SECTIONS cmAR CREEK 'P ,,~ :/U//)r// .. -.. -' 1 \!:t /;,>/1 ;:"'!I.J/;.tS ~!I"~!!IJr _ _ .' ,,:'i1! ~y *i!iVJjf[f'~A' ril!!~"WL Ai' ..- >! : ?d~h~I;1 ,/ , ,'-" H'/''''' ~!Url;,.,4iifi / il.;~ii!i~/ ii,i/ilil'iiil' ~ !fU!MI/f/1 ~ "'t "T"'t/'''' \ 111 !hilj)! \ il! "_.,,y. "'-; "I';"'i;!; \ .flf:,;.!!,<"iY' 1/llUjm~\ I!!'f'!!il \ 11~~~~f,i I ~. B i:'~/' ij~"piJ""" #' j,f'/B I,!~ , / ./1771 il/fiu B'",' l'lf " ,,- :!I' 'f /,ii: I' !/J!j',/!/</, J / /';:/ j" I ~;;/illk~~'! ! / "..~ !~!/{!I:%~~% (; /~i I ~! ~i1~/~: \ '~'e,? ' ~,:}f;3!:;:;w? '\.', '\, /~z:~w ," \;, ~. ~j/"~,\~~/ r \, -" ""!8 .~:fj;,';<y/ \ \ , .0 /"7,//.::,,,/-, ~ ~ /// /. z~-:>w/ t' ,,{/M ./;/,.!//Ji>'............./"- " \ i;!1'v;' /1,::z: ,,"5-~: \ C fJ;j!J'f'll/?' ~-......J 's, !Ih 1/h-c{ff""'C-'--.-'\ '. ''''''. 'Iii! Il/i'.:t:'1II ". ,..- !I. ,'/wl!,' ~ 1 !/:"r/1i, ~'/ '50/,_ ' ~ ',,'. I" "j, I --"\ \ . , !$? i i I '" " J::!L / \ \ 7J6-.~____,,___j<j.i:n _ j !~dr"!/Ijil' ./ \ '-..'"'''~~ // \ ,i 1""",..",".,f----IIIilII9ooIll!iiiil-__,'I.. :t,,' ~~"'i.i 'h 1 11;,,\...'" ,\i*" ~-\ -': ; \\"; \ i _-j! 1 .~.~---" \ '" 'i '\'''::.'!JlnV j: \ <::, ;;.., " '-., t' \~ --if-W Ji \. " ~ : ~ V50~ '; ),~) / #~, . #" //! '\ ! ~ ! / "----.." .Iq,'< f \ _TOP_OF BANK A j -+- - "" ~ ;g- \! GRAPHIC SCALE q 2~ S? <<<' ~ii ''.110: ,.-- (IN FIll l '00 ! LENGTH.' 680' WlOTH: 55'-65' ~-.: II ! I Ail ./' 1\" I I11I 500 490 500 490 500 490 I -.-. .- -~---.-- .--.-- ~-'_'_"_'_"_____~___'"__ --..._.__... _ ~ ___. __ .1..,...____..._. i "1"--' .--.-...... .1___..............., i ... I ...__.._......_.. I ~] I -. -1"--' -- ~, ....-- -----~..._."'._.._~._-_.,~----..".- . .-"'."'-"--, ...- j ..--~ <-..--".- .-. -.--------~.-.-~"-.--i'--~..-... I ":l "-- ----...,.---'-' "."T"" .___n..._. ___._..__._.u.._..__~____ ~ ... .. ...----........-t-. ._...__L__,....,. ...-.... .-.~ ........... I t ~ ,......,---........l'-.~-........--.,..-.... ,...... . "~!~._.- j -j ..; . I -1- --------~-i._.....".. -.. -. ..-" - . - --.- -I ...., -- 0+00 0+20 0+40, SECTION A-A VERTICAL SCALE: 1"=10' HORIZONTAL SCALE: 1"=10' 0+60 i ! I..... .-..... --'1 ....-....--....... - ....... I....,.....,.... -..... .....................-...-....... I .. ......., ........- -.. u__ U_n___.. _,_ ... I I I ..u._... '. . I, .-' ." ;---,..-- -.....-..--- .--......-j..........-.. ----" .--.-. ~-. -1. -.. --'- i- --..--...--- .._.____~._..,.."'.._-.~,-_-~.l----- . '- .i........--~~I. I .__! ' , -,- j I ! -..-- ___ -~. ..._._ _ 1 ~ _ ._. _._. ..___,.,....___.._..____..j____ I . ...-....j -- . ., - - ... -.-- '''-'''-1'''- -.,. --"'.~-.--- ---'-j-'. -.". - - _...n... ..----.,--~.---.-"-"--l , I '.----- l' .... ',.- .. .. -r..----.I 0+60 ...._-- ._~-_._--._-~~_.-._~-. _.,--. ! I I. , , I.. . .~. ___... ..... __~_____~,~ .....n__<._..._..._...__""._..__. .~..._ - -_..._.~j:::--- I . ... ~-..j ,.... i .-- .~ -,. ~--- _.. r -. -.,...!. ---..--.~~- , , __.~__l______._ 0+00 0+20 0+40 SECTION B-B VERTICAL SCALE: 1"=10' HORIZONTAL SCALE: 1"=10' i I :n nn..__.+_.___.. ___.._ ...._.__ _.I____u ________..__...._"'uu_ _I . n' ... m.__ -=-=----_,.._.__ .. .... . .... ,. ., .... ~ I ... ".. .n." -'--"""~l n... n.. , ------- ~ 500 490 .,.j I , , I ~.-1 500 I ... 1 I I ----j I 1 490 -.. ........".. ,-'" ..... ........ .....-J....-... '..----......... .,. ....:..~='-.~=..! -".;-:.'=n=l~~ ."':J~i....... "1 500 -- I , -!P , I -- -- _.. -- t...- ... ..-. -'---- --.._._---~ --~--~'- I 0+00 0+20 0+40 SECTION C-C VERTICAL SCALE: 1"=10' HORIZONTAL SCALE: 1"=10' 0+60 490 FIG. 3 PRE-SUBMITTAL RWB NO. 07-287 DEe ui 2008 - 26'-0' 1'-2 ", 112: ~-./ - 10'-8' 2'-R' '1' - "-8' :-I', 4'-0' ~. _ ~ ~ ~ 1'-9 1/2' _____t.-/ 2'-4' 2'-4' ,--- ;. I I ., .t 0 , ;. , 0. 0, Oc , , S 0. ro ;. , , 0. '2 0, , " " --:C'/ , . ;. , .. .' ro ;. , , "' 0. 2'-4' - 10'-8' 2'-R' 2'-4' t " ~ ~ 1'-2 1/2' ..-- ------ ------ ----------{'- ---------------- ------ ------ --. I- -I .' LL' t-.:L -I \'--.-.---.+- 0 C! C - \ NEMA 3, ::=) L 150 AMP SERVICE @ Q9 ~~. h'-l 1/2' r c'- a. , 0. .:J )'-O} ~, , ~ ~ .1 4'-:1' 5'-}' o 10] @ .~. , l/?' , , ~. ~" ---l I I I I I I I I , , I , I I I I I I I I I I I , I I , , I I I I I I I I I I I I I ___J :,. " I -' -:1 ;. ; _ _ _ _ _ _ __ _ _'~~ _ _ _-~:~R~D:t~~~ _ m-~ _ ___ _ _ __ _ ___ _'v~_ _ _ _ ___ ~ L OPTIONAL ADA ]'-0' 3'-4' 1:1'-4' DRINKING FOUNTAIN 3'-4' ROOF LINE ABOVE 1'>'-1 1/2' 1)- OPTIONAL ~~;ER \JALL MOUNT 7'-6' AFF HEATER 5'-1' I J C f-O: 4'-3' ,;: rd @ COAT HOOK 48' AFF TYP 2 PLCS \ , p 3'-0' NOTES, 1. SEE DRA\JING M-27 FOR SIZE AND LOCATION OF I I \- J ! \ I FLOOR BLOCKOUTS ~CXT Precast Products MONTROSE CXT STANDARD BUILDING "'= Th.i'l,f"""atlMoontoinecltHlr...loprwrloIOl')l....<lth. ..du....prop<r1:y.fCXTlnc:orpor.ted. Thei'llonnutior> !".yonlyb..lOdb1lh.0l'IQi'lolroclpla11fofthol""fKl" ",lornlo<l.Reproct,l;lIon...~lIonofltlis..formoU.n 1o.!ric;6YF"ot!bit.<lwllh""tthe prior..,;lton_....I.f CXTln<:<>rporoted. 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SCAL~='1Sir""':'; '\~O" APPROVED BY: DRAWN f!Y-~ . 'DATE: p~ :BStJ~IlTAI RFr'r . D~T~L.~EG 1,.9 2008.. L......:.. ... R. "E::st'^~1.6 - ."-.--""'''''-'' ,. ."".....'TC I:~ '"". .~ ..... ~_ ......__......_. v',,,'"""-'l'O . ,0;,..." .. _. - - . n. t::> . ~ . {2.~'~ ..~\..... l:E;;O' ,. .0,", _reA ,;;)~.... \H \\.!...A~~ E.-~-iii:. .t>\~~\"'..c.. DRAWING NUMBER A-lf ., M:e:;,.I>,.L.- R~\N.G-1:~':u:,:~::~:- -:- ~__.. _L ~: / '+X6 Sf'UL'R:st\:.U::r~\~... . ~2..X.\2.-V>;,I".U:R;::-:Z;:o';<.::- ., ---::C\-lA\NL.\H~:FE:.NGE . . u_ ._ ~. ..I: . :::'r , :-i . .'nS~~,:: ELI2I..A'T10H~_. .' ~ .~-'/u...\'~-\l:Ol~'_ _... .:" .. ~_u_-:-_ I .F ......:t-')<.'C~ML. ~~ i I l: t' ro " ~. r , / -,- H +~C~J5~:' . fJ : . --: C' 'I )n1.J~ ---_: - _-:-f"F'-------.-;-:------... . rR,C}B..L..E\:.C'lf,~:no.:~._: ... Y " I'" .... , . '-t. =. ~O.uu' -.>.,-,. : ': '- (0 ~ -~~ , ,'- \8' ~I' L . , 8' . ''f'''' .....,\'" ." . / "t' " /p "-. / ,-, / " "\p.-- - - e/: .~~._~ :'>'0- - - - ~9/ o ' .\. """ ' . / I :_.v'\~::"",'''I~ DVMf'S7' I I' / . I . "'. / I I, / I : ~ / I J ,I I /I! ...__.._ / I I / /1 o 2Jl~. e I TT'i'~Y I I I I ~M~~ I; 1 I: I I: I I I I . I 1:/ ~I I I I' / , I ~ -----0 'QI / ~ ---------., . -;-C\.V>-.\~Ut4~ FEN::.e:. ENGLOe>vRe , , PlA~"'\jIEW .. Y~'-.:_\.;':c>lf"-=-.-:'-::'-=. :..:~_u..::.:.:.:::.,.: ." L \'.JE..LY ?AR~ . "LMf'gQ\L~M E-b\ is SCALIt"i" '5\\~~'r ...-.. APPROVED BY: DATE: -II "-5-'O'e, . .fV:.,E;>\-\- e:NC-LOe,U R'E- y.J \u....~\..P<N~ . f~ ~ D\&r~\c.. T DRAWN-BY'-'~" ~""'."-- PRI-W!!MI.IIAL 1<i:("U ' pEc. J.~.2~O~ DRAWING NUMBER A-J I I I I I I I I I I I I I I I I I I I PEDESTRIAN CROSSING STUDY FOR Splash Lively Park and Swim Center Springfield, Oregon October 29, 2008 Preoared For: Splash Lively Park and Swim Center 6100 Thurston Road Springfield, Oregon 97478 Preoared Bv: BRANCH ENGINEERING, INC. 310 Fifth Street Springfield, Oregon 97477 Phone (541) 746-0637 Fax (541) 746-0389 Project No. 07-287A PRE.SUBMmAL REC'O ill 1 9 200& I I I I I I I I I I I I I I I I I I I PEDESTRIAN CROSSING STUDY FOR Splash Lively Park and Swim Center Springfield, Oregon October 29, 2008 Preoared Bv: EXPIRES: JUNE 30. 2009 BRANCH ENGINEERING, INC. 310 Fifth Street Springfield, Oregon 97477 Phone (541) 746-0637 Fax (541) 746-0389 Project No. 07-287 A PRE.SUBMITTAl RECIO DEe 1 9 2008 I I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS 1. INTRODUCTION................................................................................... 1 Proposed Development................................................................... 1 2. EXISTING CONDITIONS ......................................................................2 Site Description,.................................,..,......................................... 2 Transit Facilities ............... ............... ................... ............. ..... ...........2 Non-motorized facilities ................................................................... 2 Existing Pedestrian Volumes........................................................... 2 Pedestrian Crossing Patterns.......................................................... 2 Site Access...... ... .................................. ...........................................3 Crash Analysis ................................................................................3 3. ANALYSIS ............................................................................................5 Scope.................................,..,........................,................................ 5 Crosswalk Location ........................................................................5 Pedestrian Crossing Treatment....................................................... 5 4. CONCLUSION ......................................................................................6 LIST OF FIGURES Figure 1: Vicinity Map.............................................................................. 1 Figure 2: Observed Pedestrian Patterns .................................................4 LIST OF APPENDICES ODOT Crash Summary Report 562: NCHRP Worksheet 1: Peak Hour, 35 MPH (55KM/H) or less PRE-SUBMITTAL RECID DEe 1 9 2008 I I I I I I I I I I I I I I I I I I I PEDESTRIAN CROSSING STUDY: SPLASH LIVELY PARK AND SWIM CENTER PAGE 1 OF 6 1. INTRODUCTION Branch Engineering Inc. has been retained by Willarnalane Park and Recreation District to evaluate feasibility of a marked pedestrian crosswalk connecting between Lively Park and lands south of Thurston Road. Included in this evaluation are observed pedestrian volumes and crossing patterns, and an evaluation of applicability of pedestrian crossing enhancements. Proposed Development The Splash Lively Park and Swim center Project includes the development of a dog park, playground improvements, and picnic facilities. A striped pedestrian mid-block crosswalk across Thurston Road is being considered by the City Transportation Department to enhance the safety of pedestrians crossing to and from the proposed development to/from the residential neighborhoods and the nearest transit stop on the south side of Thurston Road. Figure I illustrates the location of Lively Park. ID FIGURE I: Vicinity Map DEe 1 9 2008 i~ Ilranch Engine~~l!Jg,_.In~: ~/ October 29, 2008 I I I I I I I I I I I I I I I I I I I PEDESTRIAN CROSSING STUDY: SPLASH LIVELY PARK AND SWIM CENTER PAGE 2 OF 6 2. EXISTING CONDITIONS Site Description In the area of evaluation, Thurston Road is functionally classified as a minor arterial roadway; it is a two-lane east-west running street with sidewalks on both side of the street and on-site street bicycle lanes. On-street parking is allowed on the south side of the street. The posted speed is 35 MPH. There is an existing mid-block crosswalk east of the Splash Lively Park and Swim Center located at the intersection of Thurston Road and 64th Street near Thurston Middle School and there are associated advance pedestrian warning signs on Thurston Road. Transit Facilities The proposed development site is serviced via Lane Transit District (L TD) Routes 8x and I I, There is direct access to a bus stop on the south side of Thurston Road fronting the site that is regularly served by these routes approximately every 20 to 30 minutes. Non-Motorized Facilities The relevant roadway is fully improved with pedestrian and bicycle facilities in the project area. Existing Pedestrian Volumes Pedestrian crossing behavior was observed during the morning and afternoon at the existing Splash Lively Park and Swim Center between the hours of7:00 AM to 9:00 AM and 2:30 PM to 5:30 PM on typical weekdays. Pedestrian Crossing Patterns Pedestrians traveling between Splash Lively Park and Swim Center and the bus stop across the street were observed utilizing an un-marked crossing on Thurston Road. A total of four and five pedestrians were observed in the morning and afternoon between these two locations, respectively. Vehicles conflicting with the pedestrians demonstrated a 'low' level of compliance, and typically did not slow or stop to accommodate the pedestrian crossing the street. Pedestrians were observed waiting until there was a sufficient gap in traffic in order to cross the street. Pedestrian delay was not considered to be excessive. Other pedestrian activity was observed between the middle school and the Swim Center. Generally, they originated at the school and had destinations south of Thurston Road at school dismissal time. Two student age pedestrians were observed crossing the street between these two facilities in the afternoon. No pedestrians were observed in the morning crossing Thurston Road in the area ~SOO~Al REC'D 1@Branch Enl(ineerinl(, [n~~ DEe 1 9 2008 October 29, 2008 I I I I I I I I I I I I I I I I I I I PEDESTRIAN CROSSING STUDY: SPLASH LIVELY PARK AND SWIM CENTER PAGE 3 OF 6 In summary, the observed pedestrian volumes in the morning and afternoon were somewhat low in the project vicinity. Figure 2 shows the subject area and illustrates the observed pedestrian patterns. Site Access The property will continue to be served by the existing private driveway access to Thurston Road. The proposed internal driveway extension will provide interconnectivity between individual parking areas. Crash Analysis An analysis of crash history was performed for the relevant existing intersections in the vicinity area. The most recent three full years of accident data was evaluated (January I, 2005 through December 31, 2007) as supplied by the ODOT Crash Analysis and Reporting Unit. During the period of analysis, there were no crashes reported at the Thurston Road and 60th, 61 't, 62nd and 63rd Street intersections. It should be noted that due to legislative changes to DMV's vehicle crash reporting requirements, fewer property damage only crashes have been eligible for inclusion in the statewide crash data file, The ODOT crash summary is included in the Appendices. PRE.SUBMllTAl RECID DEe 1 9 2008 i~ Branch En/(ineerin/(, (nc, ~..,.,....".,.~--_.._-,-- October 29, 2008 I~- r I I I I I I I I II , I I II : I I I I I I~ :..~ ~ OBSERVED PEDESTRIAN VOLUME SPLASH LIVELY PARK SWIM CENTER LEGEND XX = AM PEDESTRIAN VOLUME (XX) = PM PEDESTRIAN VOLUME OBSERVED PEDESTRIAN I >- ROUTE EXPIRES: JUNE 50, 2009 =@ Branch Engineering, Inc. 310 FIfth Street Sprlncfleld. Orelon lI740 77 (Ml)7406-0637 FAX (Ml)7~-036l1 branchaclminebranchenelneerlDe.com Chil . Structure. . Traneport&Uon . Surve1lDlli PRE.SUBMITTAl REC'O DEe 2008 PROJECT No. 07-2870 1 9 I FIGURE 2 ~ - I I I I I I I I I I I I I I I I I I I PEDESTRIAN CROSSING STUDY: SPtASR'L1VEL Y PARK.AND SWIM CENTER PAGE 5 OF 6 3. ANAL YSIS Scope As requested by the City of Springfield, our office evaluated the existing pedestrian behavior in the project vicinity, and the impacts associated with the new proposed park facilities and parking improvements for Lively Park. Crosswalk Location There is an existing mid-block crosswalk east of the Splash Lively Park and Swim Center located at the intersection of Thurston Road and 64'h Street, and there are associated pedestrian warning signs along Thurston Road. Based on our observations, this crosswalk is currently being used for the most part by the students of Thurston Middle School. This crosswalk location was considered too far from Lively Park to be an effective location. A mid-block location bet~een 6151 Street and 62nd Streets near the existing bus stop was considered and due. to the proximity to the 6151 Street intersection, it was determined that it would be safer and more conventional to facilitate the pedestrian crossings at the intersection. Pedestrian Crossing Treatment To determine an appropriated crossing treatment, reference was made to Improving'Pedestrian Safety at Unsignalized Intersections Report 562 by TCRP (Transit Cooperative Research Program) and the NCHRP (National Cooperative Highway Research Program). According to worksheet I: Peak Hour, 35 MPH or less, there were not sufficient numbers of pedestrians (<20) observed crossing in the vicinity of the potential crosswalk location to justify traffic control device types of treatment. Worksheet 1 is included in the Appendices. PRE.SUBMIlTAl REC'O DEe h9 2008 1@lBranch EngineeriIlg, Inc. October 29, 2008 I I I I I I I I I I I I I I I I I I I PEDESTRIAN CROSSING STUDY: SPLASH LIVELY PARK AND SWIM CENTER PAGE 6 OF 6 4. CONCLUSION Based on the analysis performed herein, there are not sufficient volumes of pedestrians to warrant a mid- block crosswalk 'at the subject location, as mid-block crosswalks expose pedestrians to situations where motorists do not expect to encounter pedestrians and they should only be installed under unique circumstances. Although a marked crosswalk would provide safer and more convenient access between Splash Lively Park and Swim Center and the bus stop and residential neighborhoods across the street, the observed numbers ofpcitential users was considered too low. Therefore, it is recommended that the area be monitored and if pedestrian crossings approach 20 per hour, or if there are reports of safety problems, a marked crosswalk be considered with the following minimum treatments: .:. On-street parking removal on the south side of Thurston Road, 50 feet minimum in each direction of the proposed crosswalk. .:. Install staggered continental crosswalk striping, advanced stop bars, and associated slgmng. .:. Evaluate illumination levels and requirements. " PRE.SUBMIITAL REC'D DEe 1.92008 '1@1~ranCh Engineering, IIlc, October 29, 2008 I I I I I I I I I I I I I I I I I I I PRE-SUBMITTAL REC'D DEe 19 2008 APPENDICES - - - - CDS150 09/04/2008 COLLISION TYPE YEAR: - FATAL CRASHES - - - - - - - - - - PROPERTY DAMAGE ONLY TOTAL PEOPLE PEOPLE CRASHES KILLED INJURED TRUCKS - OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION. CRASH ANALYSIS AND REPORTING UNIT CRASH SUMMARIES BY YEAR BY COLLISION TYPE Thurston Road @ 60th Street, City of Springfield January 1, 2005 Through December 31, 2007 DRY SURF WET SURF DAY INTER. DARK SECTION NON. FATAL CRASHES TOTAL FINAL TOTAL Note: Legislative changes to DMV's vehicle crash reporting requirements, effective 01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. o rn n .... .(Q ,.., = = co -a ::=c rn , en c= CO s::: ~ r- ::=c rn <! C - - - PAGE: 1 INTER, SECTION OFF. RELATED ROAD - - - - - - - - - - - - - - - - - - - CDS150 0910412008 OREGON DEPARTMENT OF TRANSPORTATION, TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT CRASH SUMMARIES BY YEAR BY COLLISION TYPE Thurston Road @'61st Street, City of Springfield January 1,2005 Through December 31,2007 PAGE: 1 COLLISION TYPE YEAR: FATAL CRASHES NON. FATAL CRASHES PROPERTY DAMAGE ONLY TOTAL PEOPLE PEOPLE CRASHES KILLED INJURED TRUCKS DRY SURF WET SURF DAY INTER- INTER. SECTION OFF- DARK SECTION RELATED ROAD TOTAL . FINAL TOTAL Note: Legislative changes to DMVs vehicle crash reporting requirements, effective 01/01/2004, may result in fewer property. damage only crashes being eligible for inclusion in the Statewide Crash Dala File. CI ITl n - ~ N c:::> c:::> ex> -0 :::c rn . ~ c= 'l:lI:I $: s;! .-- :::c rn o d - - - CDS150 09/04/2008 COlLISION TYPE YEAR: TOTAL FINAL TOTAL - - FATAL CRASHES - - - - - - - - - OREGON DEPARTMENT OF TRANSPORTATION. TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION. CRASH ANALYSIS AND REPORTING UNIT CRASH SUMMARIES BY YEAR BY COLLISION TYPE Thurston Road @ 62nd Street, City of Springfield January 1,2005 Through December 31,2007 - - NON- FATAL CRASHES PROPERTY DAMAGE ONLY TOTAL PEOPLE PEOPLE CRASHES KILLED INJURED TRUCKS DRY SURF WET SURF DAY . INTER. DARK SECTION Note: Legislative changes to DMVs vehicle crash reporting requirements, effective 01/01/2004, may'result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File. . Cl m n - tC '" = = = ~ rn . en c=. 0:> s: ~ ..- =-0 rn ("') o - - - PAGE: 1 INTER. SECTION OFF- RELATED ROAD - - - - CDS150 09/04/2008 COLLISION TYPE YEAR: TOTAL FINAL TOTAL - FATAL CRASHES - - - - - - - - - PROPERTY DAMAGE ONLY TOTAL PEOPLE PEOPLE CRASHES KILLED INJURED TRUCKS OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION TRANSPORTATION DATA SECTION, CRASH ANALYSIS AND REPORTING UNIT CRASH SUMMARIES BY YEAR BY COLLISION TYPE Thurston Road @ 63rd Street, City of Springfield January 1,2005 Through December 31,2007 - - Note: Legislative changes to DMV's vehicle crash reporting requirements, effective 0110112004, may result in fewer property damage' only crashes being eligible for inclusion in the Statewide Crash Data File. CJ rn n - CD "" = = 00 -c ::0 rT1 . C/'> = CD :os: .~ ..- ::0 rT1 n d NON- FATAL CRASHES DRY SURF WET SURF DAY INTER. DARK SECTION - - - PAGE: 1 INTER, SECTION OFF. RELATED ROAD I 69 I I WORKS:HEET 1: PEAK-HOUR, 35 MPH (55 KM/H) OR LESS J:An~lysdlnd,Sit~:I~fo_i-m~~jon ._, ,_;". _, ",' ::; .- . Analyst: Major Street: THV,Q 5 ,ON Jl.OAw Analysis Date: i: Minor Street or. Location: Data Collection Date: Peak Hour: PM ...Step'.1':' Selectliiorksheet (speed.reflects'posted '0" sta.tut()ryspe~d liITl;ipri3,5'~percenHlespeeClonlhemajor. street):, \a.rW()iksheet"1...~,35"mph(55'km/hj. or iess . ,.' '.:..., · '" .,...:.. ,;.....//'i;:.;./.....\.;\ C.Y...<.<..... "i, :r /..:,... '.. <.' C.' b )\tJorksheet2 '::.exceeds35'mph(55' krrilh); coinmUnilieswi1h "Ies~ ltlari10.00Q;or. .wheremajortra:risii'stop~xists .. " l'i.:.Ste'p '~:' 06~'~ t~'e:brqss.irlg n\~'e't inirim~~ p~de~t.ria~, v.olLi:me~' ~6"-~'~ -\~~jri$icf~re~ _ f6r.::~"JG.b:'iYp'e:-oJ.-tfea:tih~rlt?t .", " [ I Peak.hour pedestrian volume (ped/h), Vp I 2a I 5 I I II 2a;e 20 pedth, then go to Step 3. I r If 2a <: 20 pe~/h, then consider median refuge islands, curb extensions, traffic calming, etc. as feasible. I I JSie'p __'S.:: p6'~s ~~e':~'r9'ssi~ff.m"eei thE{-pedesl.rian 'vqluri-i_e;'ifa"rf#nt ,f9r:"~':traffii:r'slg~aJ?;>:::';":>" I Major road volume. total 01 both approaches during peak hour (veh/h). Vm'j" Minimum signal warrant volume for peak hour (use 3a for Vmaj~s), SC SC=(0~00021 Vm,j~2~0.74072Vm,j.,+734.125)/0.75 . !: OR [(0.000213a' - 0.74072 3a + 734.125)/0.75] If 3b < 133, then enter 133. If 3b;e 133. then enter 3b. If 15th percentile crossing speed of pedestrians is less than 3.5 ttls (1.1 mls), then reduce 3c by up to 50 perceni; otherwise enter 3c.' 3d II 2a;e 3d, then the warrant has been met and a traffic signal should be considered if not within 300 ft (91 m) of another traffic signal.. OthelWise, the warrant has'not been met. Go t9 Step 4. I I I I I I 3a I 3b I 3c I I . . j. Pedestrian.crossing distance, curb to curb (ft). L . I Pedestrian walking speed (ttls), Sp I Pedestrian s~art-up time and end clearance time (s), Is I Critical gap r~quired for crossing pedestrian (8), lc= (USp) + I, OR [(4aJ4b) + 4c)) I Major road volume, total both approaches or approach being crossed if median refuge island is present during peak hour (vehlh), Vmaj.d I Major road flow rate (veh/s). v = V m'i.J3600 OR [4e/3600] I Average pedestrian delay (s/person), dp = (e'" - v Ie - 1) / v OR [(e" x4d - 41 X 4d - 1) /41 J Total pedestrtan delay (h), Dp = (dp x Vp)/3,600 OR [(4gx2a)13600) (this is_estifnated delay for all pedest'rians crossing the major roadway without a crossing treatment ~ assumes 0% compliance). This calculated value can be replaced with the actual total pedes1rian delay measured at the site. . I. Step-S: Sell?ct ~re_atinent _b?:se~.'upon totai pedestri"an delay:~nd-excp.e"ct~diTi"otor-ist9bmpiiance;." 1 ExpeCted mo:torist compliance at pedestrian crossings in region, Camp::: high or low I Total Pedestrian Delay, Dp (Irom 4h) and Treatment Category' Motorist Co'mpliance, Comp (from 5a) (see Descriptions of Sample Treatments.for examples) Dp ;e 21.3 h (Camp = high or low) OR 5.3 h <; Dp< 21.3 h and Camp = low 1.3 h <; De < 5.3 h (Comp = high or low) OR 5.3 h <; Dp": 21.3 hand Comp = high Dp < 1.3 h (Camp = high or low) 4a 4b 4c 4d I 4e I 41 4g 4h I Sa ... J .. j I I I' RED I ACTIVE OR ENHANCED CROSSWALK I Figure A.2. Worksheet 1. I PRE.SUBMITTAL REC'D DEe 19 2008 I