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Home My WebLink AboutApplication APPLICANT 6/3/2005 . . . City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 land Division Application, Type II SPRINGFIELD -=~ " . . Subdivision Tentative:. ETI. Subdivision Replat Tentative:L1 , Partition Tentative: LI Partition Replat Tentative: LI Applicant Nam'e: II Henry Blair IPhone:) 344-5~87 Company: . IFax: 1 Address: IL2660City View_Street, Eugene, OR 97405 Applicant's Rep.: I Aleksandra Levkovsky Company: I Weber Elliott Enqineers. Add'ress: P . O. Box 1 01 45 , Eugene, PC OR II Phone: 'IFax: 97440' J '>411 II (541 )344-5481 Property Owner: Henry Blair Iphone: Company: I lFax; Address: 126260 City View Street, EUgene, OR 97405 ASSESSOR'S MAP NO: I 17-03-24-34 ITAXLOT NO(S): 111 od: Property Address: [188S-Hayden Bridge-i;ad, Springfield, OR 97,477 Size of Property: I 1.79 IAcres [}9 Square Feet 0 Proposed Name of Subdivision: I King Henry Court .i't".':::>"'..,.;."..........._..:::'_';;";:':-:.:.:..::.,'..,......._',...-,.,.',;.;-.';-.:;__".:......'.;..........',_,n,'..';_;',""_. .' '_",,_" 1 0 single family residentIal lots .Description of Proposal: Existing Use: # of Lots/Parcels: :H'::;:::il::;',':,::::.._(':,:'.:.:_~;':.;_,.:,,:".,:;;\:;F,:;',:,",'-,,'-,'-:';:;:r:,',-' single family residence I 1 0 I Avg. L()tj"~~l=.~1 siz~:1 ',.",.:"'''':::0'::1'-'''; .' 6900 srsf De.nsity:l I 5,. 6 ldu/ac:r~ ,_:-;",:,'.'"':''-';.':~'-,.''' Zoning: I Overlay District: r I Applicable Refinement Plan: I IPlan Designation: I I Location: Citv Limits n Urban Growth Boundarv n I j:\ssoc!ated l;\JlPli.c;:~,tions:l ____ :, I ~~:~~E~~;~~~,";p~;~'~~4- ;;067 ID:~:: 1"12~lq~tf 1{;~~:~%)dbY:\! I"''''''OJ:, "1 Ie:.on ')1'\ <" N'Y\)f'I! ~/6[ IReviewed by:, 1-1' 1JA Case No.: L::L!b,s,lt ) ~f)-oU-l.I Date: (!I 11.\ (initials) : ("" In APJlI!~?tiC!rl.ree: I.... "I.~gstageF,.;.e: "., "." "..~T?~al.F.~~: I ,.J, - -- c fot3 -05 ~ - Steps in the Process: 1. The Applicant Submits a Pre-Submittal Meeting Application The Pre-Submittal Application is mandatory but there is no additional review fee for this service. The submittal package must conform to the application completenesSllchecklist attached to this form. You are required to submit 7 copies of the submittal requirements packet for pre'submittal review, Pre-submittal meetings will be conducted every Tuesday and Friday between 10:00 am and noon. We will strive to conduct the Pre-Submittal meeting , within five to seven working days of receiving the application. " . 2. Applicant and the City conduct the Pre-Submittal Meeting We strongly encourage you, the owner and design team to attend the pre-subt'hittal meeting. The meeting will be held with representatives from Public Works Engineering a~d Transportation, Community Services (Building), Fire Marshall's office, and the ~Ianning Division. The meeting will be scheduled for 30 to 60 minutes. The Planner willi! provide you with a Pre-Submittal Checklist at the end of the meeting specifying the items required to make the application complete-if it isn't already complete. You will then have 180 days to make the application complete for submittal and acceptance by the, City. . , 3. Applicant Submits a Complete Application When you have addressed all of the items on the Pre-Submittal Checklist, pleas.e submit 18 copies of the complete application to the City. A fee will be collected at that tini'e and the 120 day calendar review period will begin. When the Planner has prepared a draft limd use decision, the draft will be mailed/faxed to the applicant/owner/design team for their review. At the applicant's request, the planner will schedule a meeting to review the dr~ft with . appropriate staff if certain issues need resolution before the final land use decision is issued. , , . I i Owner's Signature i This application will be used for both the required Pre-Submittal Meeting and subse~uent complete application submittal. Owner's signatures are required at both stages in t0e application . . process. An application without the Owner's signi'!ture will not be accepted, ,I The undersigned 'acknowledges that the information in this application is correct ani! accurate for scheduling of the Pre-SuQmittal Meeting. Owner: 1 ~ ~ ~ Uk Date: I 12 -11-01-/ Signature j ~e-hJ) IS!.,.']..,...... _ ~H:e :-:K"6.'llf Print , - .----r , 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 necessar'y for processing the application is pnJvided herein. . or the information will not be,provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This: statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application . : ' . . 1 Owner: 1 ~o ~ ~~k Date: '_ June 2,~005 Signature I J LHenry " Print Blair Beatrice B.Blair 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone 'I : Job/Journal Number '.., ,SUB2005-00030 , I SUB2005-00030 P,~yments: Type of Payment Check .~ :'.\ J . :~ '\ , 1 2 6/3/2005 RECEIPT #: Description LDR SJb Tent less 2 acres $75 Postage Fee Paid By HENRY BLAIR HOLDINGS Sl'~,~,I~.~~,,~,__,.,__":,":,"'!'_""_"'" ".: ~~ . " ~ ~.f __',_~",,- '~, r City of Springfield Official Receipt Development Services Department Public Works Department 2200500000000000712 Date: 06/03/2005 Item Total: Check Number Au~horization Received By Batch Number Number How Received emm 1121 In Person' Payment Total: ~tl Iy 3 ffi Page 1 of 1 12:09:30PM Amount Due 4,565.00 75,00 $4,640.00 Amount Paid $4,640,00 $4,640.00 Partners in Quality & Commitment Date: Project No.' Project Name: December 28, 2004 04-23 King Henry Court Tentative Plat Submittal Weber Elliott Engineers, P.C. . P. O. Box 10145 Eugene, Oregon 97440 541.461.9779 (fax) 541.461.9780 Letter of Transmittal TO' Sarah Summers City of Springfield Planning FROM: Aleksandra Levkovsky Weber Elliott Engineers, P.C P. 0, Box 10145 Eugene, OR 97440 PHONE: 541.736.3753 FAX: 541.736.1021 cc: PHONE: 541.461.9779 FAX: 541.461.9780 cc: Message Status: D URGENT 0 ForYourReview D ReplyASAP D Please Comment Transmitted along with this letter are: 1. Land Division Application, Type II for King Henry Court Subdivision Tentative. 2. ' . Eighteen copies of the Site Assessment of Existing Conditions, Tentative Land Division, Utility Plan, Grading and Paving Plans, Hydrology plan, engineering details (2 sheets). 3. A copy of the Title Report. 4. A 81/2" x 11" copy ofthe Tentative Land Division Plan, 5. Eighteen copies of the Stonn Management System Study. The Right-of-way Approach Pennit Application does not apply because the subject property does not have frontage on an ODOT facilities. The Traffic Impact Study does not. apply because the proposed subdivision generates 96 vehicle trips per day,which is less than 250 vehicle trips per day, minimum required by SDC 35.040 (4)(i) to conduct the TIA. 9.57 trips/day/unit x 10 units = 95.7 trips/day = 96 trips/ day Please call with any questions at 461-9779: Sasha &/ b oS AFTER RECORDING; RETURN TO: HENRY BLAIR AND BEA BLAIR . 2660 CITY VIEW, EUGENE, OR 97405 DECLARATION OF PRIVATE ROAD EASEMENT RECITALS: 1. Henry Blair and Bea Blair are the owners of the following described real property: A parcel ofland in the Southeast one-quarter of the Southwest one-quarter of Section 24, Township 17 South, Range 3 West ofthe Willamette Meridian, described as follows: BEGINNING AT A POINT on the West right-of-way line of 19th Street, being North 2271.66 feet and North 890 42' 35" West 30 feet from the Southwest comer of Donation Land Claim No. 51, said point also being the Southeast comer of Lot 13, Block3, FIRST ADDITION TO YOLANDA PARK, as platted and recorded in Book 40, Page 14, Lane County Oregon Plat Records; thence North 890 42' 35" West along the South line of said Lot 13, and its Westerly extension thereof, 234.58 feet to the Northeast corner of Lot 6, Block 3, SIXTH ADDITION TO YOLANDA PARK, as platted and recorded in Book 55, Page 14, Lane County Oregon Plat Records; thence South 000 14' 00" We$} along the East line of said Lot 6 and its Southerly extension thereof, 336.25 feet to the Northerly right-of-way line of Hayden Bridge Road; thence South 890 35' 30" East along said Northerly right-of -way line 244.58 feet, more or less, to the point of interse.ction with the West right-of-way line of 19th Street; thence North along said West right-of-way line to a point which bears South 890 42' 35" East from the Point of Beginriing, thence l':!orth 890 42' 35" West 10 feet to the POINT OF BEGINNING, in Lane County, Oregon. EXCEPTING a tract ofland conyeyed to Lane County, as described by instrument recorded March 25,1992, Reel 1752, Reception No. 9216156, Lane . County Official Records. ALSO EXCEPTING a tract ofland conyeyed to Lane County as described by instrument recorded September 14, 1995, Reel 2096. Reception No. 9551657, Lane County Official Records. Tax Lot 1100, containing 1.79 acres more or less. 2. OWNERS intend to subdiyide their property into ten lots and the City of Springfield has granted tentative subdivision approval for that subdivision through approvall of Subdivision 2004-00057 called King Henry's Court. . . Declaration ofPriyate Road Easement 0/3/05 I 3. Lots 2and 3 created.by Document No. (King Henry's Court) have a reciprocal access and maintenance agreement oyer the strips indicated on Exhibit "A". DECLARATION OF EASEMENT: 1. EASEMENT CREATED. OWNERS hereby create a perpetual, nonexclusiye private roadway easement to serve Lots 2 and 3, and any future diyision thereof oyer the area . shown in Exlubit "A". . 2. EASEMENT PROVISION. The terms of this easement are as follows: 2.1. PURPOSE. The easement is for access and maintenance of the, roadway and utilities . serving Lots 2 and 3 of King Henry's Court Subdivision per Document No. and any future division thereof. 2.2. USE OF BURDENED PROPERTY. The owner or occupiers of Lots 2 and 3 of King Heriry's Court per Document No. and of any future diyision thereof shall haye the right to use their property, including the area described in the easement, for any purpose so long as the owner or occupiers do not ink,:"... with the use of the easement of access as granted by this instrument. No building, shrub, tree or other physical impediment shall be placed within the Easement area by any person in such.a manner as to preclude its use as a conunon access and maintenance area for Lots 2 and 3 per Document No. and any future division thereof. 2.3 PRIVATE GRANT. The easement created by this instrument does not constitute a dedication or grant for public use. 2.4 MAINTENANCE AND REPAIRS. The cost of normal maintenance or repair of the property within the easement area shall be apportioned equalIy betWeen the owner or occupiers of Lots 2 and 3 of King Henry's Court per Document No. and any future division thereof. The cost for exCeptional or unusual maintenance or repair . . occasioned solely by the actions of the owner or occupier(s) of one parcel or any future divisions thereof only shall be home exclusively by the owner or occupier(s) necessitating the repair or maintenance. 3. ENFORCEMENT. If any suit, action, or other proceeding or appeal therefrom, is . instituted to enforce, compel, or clarifY any right or obligation created in this instnHnent, the preyailing party shall be entitled to receive from the adyerse party, in addition to costs and disbursement, an award of reasonable attorney fees to be set by the trial,or appellate court. 4. SUCCESSORS IN INTEREST, RECORDATION. The provisions of this instrument touch and concern, and relate to the. use of Lots 2 and 3 of King Henry's Court per Document No. and any future division thereof and are Declaration ofPriyate Road Easement ~f 3/05 2 intended to be coyenants aild restrictions running with the land. This document shall, therefore, be recorded in the Deed Records of Lane County, Oregon. . All the provisions ofthis instrument, including the benefits and burdens, are binding on . and enure to the heirs, successors, assigns, transferees, and personal representatives of all ~parties who own Lots 2 and 3 of King Henry's Court per Document No. and any future division thereof. Dated this _th day of _' 2005. DECLARANTS Henry Blair Bea Blair STATE OF OREGON ) ) SS County of Lane ) On this day of , 2005 personally appeared before me the within named Henry Blair, and acknowledged the foregoing to be his yoluntary act and deed. Notary Public for Oregon My Commission expires: On this day of , 2005 personally appeared before me the within named Bea Blair;and acknowledged the foregoing to be. her yoluntary act and deed. Notary Public for Oregon My Commission expires: Declaration ofPriyate Road Easement tot ~05 3 KING. HENRY COURT STORM MANAGEMENT SYSTEM STUDY Prepared by . Weber Elliott Engh;leets, PC ~/ 3/ 05 Rx Date/Time or- 'H~OA(PRI) IJ:\J \~JOI~tl n~l SENT BY: SPRINGFIELD PW; 541.7361021 ; OCT.15-v~ 13:51; PM!:: 2/3 PUBLIC WORKS DEPARTMENT 1 Engineering Division Fax: (541) 736-1021 . . ~i4J:J'tiJA)~ej:t~~~'~_):':t~.)A'. STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK - . '.' ...... -",";,#~~~j,~io,j,ihl;ii;refill.dolllby;jiiiiiiiiiiiij':i.~, ...'.--.. I . ". ,(Pie~tl'itutii(ii.Mi;n;8iJ;iuJet,rJGCliY;q! SP~i~gjJ~dPubii( W~r~ ~ngln~'ifiiitiF:afii'1J6.j(iij;-Ph~i;?~: 7!fWjj.Jr,;,: Project Name: I KinQ ,Henry Court l Applicant: IW"berEIliOtt--:inqlrieers AssessonlParcel #: n-1=-03-24-34 TL J I UU I Date: October 141-:io04 . Land Use(s): I single-family residenti~Phone #: (541) 461-9779 ProjedSize(Acres): I 1.79 ac I Fax #; (5411 461-9780 Approx,IlIIpervi!'lIs .Area.:.' O. 9 ac I, Rmail:___l all@weberelliott;coml j""" -':::""~:-":""''-.-_'.""~,,,:,.::,,~.'~,r,;~~~-.;:_,,,:;:,~_:.:''':::-'::'~' .~.::,,,. ...,.- .":":--: ~ ....,., :.... ..' -' ... .... . _". ,. . _, ' . '"0.-..1...', c,." .'... ..,' ..".' ",. '.: ,0'.1"-'..'.. :"'-J~,..o,~..' .:,~c~-,; ::,.. ....:::~::: : :::::-,~ ~,..~''7_c....~.",..,...-- .-....'!~I~ :"'.,..:::~;,;;".",;: ".:_' Project Description (Include a copy or Assessor's map): JU s1ngie-Iarnl!y iots appro 140' long cul-de-sac Drainage: Proposal (Public conneclion(s), discharge 10catioll(s), ele, Attach additional ,hccI(o) ifnecessary: sto~m drainage pipe in King Henry Court will be connected to public drainage system in 19th Street. ProDosed Stormwatcr Best Mana!!eme:nt.Prllctices: " ~:~': :',: .'.. .::~~~:~: :iAr..a:.helow~'I;~~'rl{l~,~Ut.b1J.th,.e.p/~'J a;,"itR~tri'~'~di(j'ilii.~~DlifnnO':~. ~ ,... :::.::;:~ .::: ',:~,:~~::: ,,' ,." ': :'-.: Tilt a. niillimUtr1;;all. blUe:; .ch."liI!d by (lie CUr O!! th.fru1tl'mf/:.~iii:.FjftJjj. .Tiii.i.,.hciU:.be:-;j,iMii/,l~ii:.: -'." :'::"'" , . .... . .. : :.,..: ~ :"fiJr. ~t1 'iJ.).,pH<'4/~Ctr .10, bl!' c;ompl~'i? far submitla( :nJth()llifhiltMr:"f(i(iuf~(~mf!~i.~::~.iJy' :~~::n!:'c~,~:f4'Y.iF-:' ':,~ . :~:.' .. ..... Draina!!e Study TYDe ffiDSPM Section 4.03,2): (Note. UH may be substituted for Rational Metbod) 8'" Small Site Study - (u,e Rational Method for calculations) o Mid-Level Development Study - (use Unilliydrof!lalJh Method for calculations) D full Drainage Development Study - (use Unit Hydrowaph Melhod for calculations) Euviroumental Considerations: II Wellhead Zone: J 10' .~.:!!::....(11""'" .....11", I ~ Hillside Developmen~: I ,)/,., ill! Wetland/Riparian: / ~/A l S! Floodway/FloodpJain: I ~}-A ill Soil Type: 1"'fL-..-M..J..L.arI U~.. ~W Otherlurisdictivns: I ~A~"" /"4~--'" .Downstream Analvsis: c..~ lY N/A o Flow line for starting water surface elevatiun: I ClI Design HGL to lIse for starting water surface elevation: o Manhole/Junction to take analysis tv; .I Return to Matt Slunder (tiJ City 01' Sprinl!.licld, eUlail: mstouderCQ)cI.sprlnl!.lield,or,us, Y AX: (54 t) 736-1021 &/3/05 Rx ~ate/Time or--'\'lij~AIPRI) [J: \J Ii 'Jmll f. ijij J .SENT BV:. SPRINGFIELD PW; 541 7361021; OCT.15.v* 13:52; PAGE 3/3 COMPLETE STUDY ITEMS I F'.,~j~iJ,;;OIitijtii1:r. ':1 .*. Based upon zhe informatjon provided un 'he fn.ml I)f Ihi,\' .\htJltl, the followl"g ntp,.eJenl.'5 a minimum of what iI' needed/or OH appllcmton to be complete/or submina/ wi,h re~JH!d Iv dminuxe; Iwwl!ver', rhis Jisrshould "01 be used'" /jeu a/the Springfield Development Colk (SiX) or rh€ City ',f Engineering D(!~'ign Manual, Compliance with these requirement.' thes;:not conslilulf.' .'IiIC appovoli Addilional sUe Jptl..'llif: in/ormation may be reqlli,.CJd. NQle; Upon ,reaping sheel.rubmil(al, ffnS:urll co~'pletedfor11l hat be,n 'Signed in the spa"e provided below: laterilll De.igo Stoodord.lWat.r Quality (EDSPM Ch.pter 3) !!!J'd N/A IfJ 0 All non-building rooftop (NBR) impervious surfaces shall be pre-treAted (e.g. multi-chambered CHtchbasin w/~i1 filtration media) for stormwatcr quality. Additionolly. tL minimum of 50% of the NRR impervious surface sha.1I be treated by vegetBled methods. D' iiI Whcrc'rc:t.lui.r~, vlilgecative stormwatcr design shull be; consistent with interim design stcndards (EDSPM Section 3.02), set furth by tluo Bureau of Environmental Services (BES) or Cleil.ll Watel' Selvices (CWS). o ~ For new NBR impervious area Ie... than 15,000 square feet, . simplified design app,oach may be followed as specified by the BES lor vegelative ueatment. ., . o iQ If a stormwatef treatment swale is proposed, submit calculations/specifications for sizing. vdocily, now, side slope.... bottom slope. and seed mix consistent with eifhcr BES or CWS requirements_ iii! 0 Water Quality calculations as required in Section 3.03.1 of the EDSPM o sa All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shaU be provided with secondary containment or weather rcsistant enclosure. < . GeDer.1 Stvdy RequiremeoU (EDSPM Section 4.03) Ii] 0 Drainage study prepared by. Professional Civil Engineer licensed in ~le state of Oregon. at! 0 A complete drainage study. as requi,ed in EDSPM Section 4.03.1, including a hydrological study map. iii CJ Calculations _c;howing sys~cm capaciLy for a 2-year stonn evenl_ and overflow effects of a 2S-ycar storm event. m 0 The time of concentration (Tc) shall be determined using a I (l minute start time for developed basins:- RevIew of Do"",.lre.1II Sy.tem (EDSPM Section 4.03.4.C) . o Ail A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On.,itc drainage shan be' governed by tile . ,Oregon Plumbing Specialty Code (OPSe), ': o ill Rlevation, oflhe HGL and flow lines fo' both cily and private systems whc,e applic.ble, De.lgo nrStonn Sy.tem. (EOSPM SectloD 4.04) . . flI!I D Flow lines, slopes, rim elevations, pipe type and sizes clearly indiealed on lbe plan set. IJ 0 Minimurn pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculationssball be provided when less. The cover shall be sufficient to support an 80,000 Ib load withoutfailure ofthc pipe strUcture,-.Q- ""'1 I\,(L I;.. po'p ~s Iia 0 Manoing'. "n" v.lues fo' pip"" shall be consisteol with Table 4.1 of the EDSP. All storm pipes .hall be designed to . achieve a minimum velocity of three (3) feel per .econd at O.S pipe full booed on Table 4.1 as well. Olber/Mbe ~ 0 Rxisting and proposed contou!s~ loca.ted aC one loot interval Include spol elevations and site grades showing how site: drains . .it) '0 Private stonnwlller.easetl\eJlts shall be clearly depicted 011 plan~ when private stormwater flows fronl.one property (0 . another - ~ Ajipl:...!:l.t... . . . o II Drywells shall not receive runoff from any surface w/o being Ireated by one or more BMPs, wjth the exception of . ....identi.l building roofs (EDSP Seelion 3.03.4.A). Addilional provision.' apply to this as required by the DEQ. Refer 10 the: website: www.de(1.stal~&.~_.~JlJwa/ornundwa/llichoI1J~I.hJ:JI] for more information.- o Ii) Delention ponds shall be designed co limit rWlofTto pre.dcvelupment rates for the 2 through 25-yenr stonn evenls *Thls form shall hI! included as tin Dtt4chmenl, in.dd, tllefronl cover, nf th~ .'Otmmwalef SIU~',I .,,- I.. ....:'~WpiJ.RrANT.:~NqliVi!tRPLidslffl:ttftiJiE4iW~fil)SW-!L:. ... ,.: As the engineer o~recor J hereby eerlif}' the a uircd items Dte complete and include dwjth the ~u,bmittcd stormwater study andpl~. ' '7 if . I. """'///"" fl. "'" IIz/Z?I"t I , ~(31D5 Weber Elliott Engineers, PC King Henry's Court Project #04-23 HYDROLOGY STUDY 1 1 (impervious area onlv) 2-year 25-year Bas;n # 2 2 (impervious area only) 2-year 25-year 2-year 25-year . 3 3 (impervious area on y) 2-year 25-vear 2-year 25-year 2-year 25-year Rational formula Q = C I A Q = runoff flow rate, efs C = weighted runoff coefficient I = rainfall intensity, inth A = basin contributing area, ac 0.50 0.58 0.71 1.21 0.85 0.58 1.20 1.21 0.25 0.43 0.27 0.46 0.07 0.12 0.07 0.13 0.07 0.12 0.90 0.90 0.57 0.57 0.90 0.90 0.50 0.50 0.9 0:9 1.10 1.90 1.10 1.90 1.10 1.90 1.05 1.80 1.1 1.9 0.25 0.25 0.43 0.43 0.07 0.07 0.14 0.14 0.07 0.07 0.57 0.90 0.07 0.50 0.34 C = weighted runoff coefficient 0.58 C (1) = runoff coefficient 0.90 A (1) = subbasin contributing area, ac 0.25 C (2) = runoff coefficient 0.50 A (2) ~ subbasin contributing area, ac 0.96 kLO.6n 0.6 /0.4S0.3 7; = overland flow time, min L = overland flow length, ft n = manning roughness coefficient I = rainfall intensity I infh S = average slope, ftfft k= r; 26,07 8.93 6.23 5.69 11.28 280.00 196..00 170.00 146.00 80.00 0.080 0.014 0.014 0.014 0.080 1.00 1.00 1.00 1.00 1.00 0.0075 0.0040 0.0100 0.0100 0.0100 0.93 0.93 0.93 0.93 0.93 ~ ~ C>J ~ 0423hydrolog'y.xls 1 of 1 11 :12 AM 5/13/2005 Weber Elliott Engineers, PC WATER QUALITY CALCULATIONS Basin # I. 1 (impervious area 2 (impervious area I only) only) Rational formula Q = C I A Q = runoff flow rate, cfs C = weighted runoff coefficient I = rainfall intensity, Inth A = basin contributing area, ac 0.06 0.90 0.25 0.25 0.02 0.90 0.25 0.07 ~ - _\..N _ & 0423waterquality.xls King Henry's Court Project #04'23 1 of 1 11 :13 AM 5/13/2005 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Depth Diameter Results Discharge Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow is supercritical. 10/19/04 09:52:01 AM Private driveway Worksheet for Circular Channel c:\heastad\fmw\9501.fm2 private pipe Circular Channel Manning's Formula Discharqe 0.013 0.010000 ftllt 0.42 It 10.00 in 1.11 cfs 0.28 It' 1.32 It 0,83 .It 0.47 It 50.40 0.006941 ft/It 4.03 ftls 0.25 It 0.67 It 1.24 2.36 cfs 2.19 . cfs 0.002568 ftllt G{3{OS Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.13 Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Depth ..Diameter Results . Discharge Flow Area Wetted.Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specilic Energy Froude. Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow is supercritical. 05/13/05 11:17:08AM public pipe Worksheet for Circular Channel \\servO 1 Idatalprojectsl00-52lcalcu 1-1 Ipublic-s. 1m2 King Henry's Court Circular Channel Manning's Formula Discharge 0.013 0.010000 tuft 0.50 ft 12.00 in 1.78 cfs 0.39 ft2 1.57 ft 1.00 ft 0.57 ft 50.00 0.006569 tuft 4.54 Itls 0.32ft 0.82 It 1.28 3.83 cIs 3.56 cIs o 002500 tuft Haestad Methods,:lnc. 37 Brookside Road Waterbury, CT06708 (203) 755.1666 ~(do3 FlowMaster v5.13 Page 1 of 1 King Henry Court Project # 04"-23 AASHTO' 86 PAVEMENT ANALYSIS PROGRAM FLEXIBLE PAVEMENT ANALYSIS Weber Elliott Engineers, PC 80,000 90.00 0.35 3,500.0 4.20 2.50 [1] Design E 18's [2] Reliability [3] Overall Deyiation [4] Soil Resilient Mod. [5] Initial Serviceability [6] TemJimil Serviceability . FlexibleStructuraJ Number 2.92 Layer Layer Drainage Layer Number Coefficient Coefficient Thickness a(i)*Cd*t = a (i) = = m (i) = =t= Upper 0.42 1.00 4,00 '1.68 2 0,14 0.80 12.00 1.34 Total 3.02 3.02> 2,92 OK 0423pavement.doc I of 1 cd 3(05 10/18/2004 Rx Dale/Time NOV-02-2004 NOV-P~-2004(TUE) 17:11 17:03 Cas Tide 51 185 0302 . 541 485 0302 POOl P.01/05 . CASCADE HHJE CO. OUR NO. CT-243150 =-= lAND rITLE SERVlCI5S CASCADE YOUR NO. TITLE eg. NOVEMBER DATE. 02, 2004 . WEBBER, ELLIOTT 'ENGINEERS, P.C. 223 NORTH A STREET SELLER, BLAIR SPRlNGFI,ELD , OR 97477 BUYER, N/A STATEMENT Status 'of Record Title Report: Government Service Fee: $200.00 $25.00 TOTAL $225.00 ~--..--. ' &/3/C& --..--.-- PLEASE SHOW OUR NUMBER ON REM,rrANCE 811 WILLAME1TE ST. I EUGENE, OREGON 97401 I PH: [541J 687'2233 Rx Date/Time NOV-i212-2i21i214 NOV-P'-2DD4(TUE) 17:11 17'1213 Ca, e Title' JI 185 D302 541 485 12131212 p, D02 P.i212/05 =-= CASCADE TITLE co. STATUS OF RECORD TITLE REPORT WEBBER, ELLIOTT ENGINEERS, P.C. 223 NORTH A.STREET SPRINGFIELD, OR 97477 Our No: CT-243150 Date,: NOVEMBER 02. 2004 Charge: $200.00 Government Service Fee: $25.00 As requested, Cascade Title Co. has searched our tract. indices as to, the following' described real property: ( A T T A C H E' D ....... -.'-.' "".and as of: OCTOBER 14, 2004, at 8:00 A.M. we find the following: ~U.l.'i :~t '. Vestee: HENRY BLAIR AND BEA BLAIR as tenants by the entirety 'Said property is subject to the following on record matters: 01. Taxes, Account No. 0199248, Assessor's Map No. 17 03 24 3 4, #1100, Code 19-04, 2004~2005, in the amount of $1,843.20, NOW.DUE AND PAYABLE. 02. Rights of the public in and to that portion lying within streets, roads and highways. 03. Deed of Trust, including the terms and provisions thereof, executed by Henry Blair ~nd Bea Blair, a~ tenants by the entirety, Grantor, to Cascade Title Company, Trustee,. for the benefit of Rollie David Mulkey and Phyllis Elaine Mulkey, Trustees of Just-A-Mere Farm Living Trust, dated July 13, 1985, .Beneficiary, dated December 29, 2003, recorded December 31, 2003, Reception No. 2003-124035, Lane County Official Records, to secure payment of a note in "the amount of $254,000.00. to!!! DS continued- MAIN OFFICE * 811 WILLAMBTTE ST. * EUGENE, OREGON 97401 * ,PH: (541) 687-2233 FLORENCE * 1234 RHODODENDRON DR. * FLORENCE, OREGON 97439 * PH: (541) 997-8417 EUGENE FAX. 485-0307 * E-MAIL: info@cascadetitle.com * FLORENCE FAX: 997-8246 Rx Date/Time NOV-B2-2BB4 NOV-PO'2004(TUE) 17:133 Cas 17: 11 Title \1' 18\ 0302 541 485 133132 P. 003 P.B3/B5 This report is to be utilized for information only. Any use of this report as a basis for transferring, encumbering or foreclosing the real property described will require prior notification to the undersigned and payment in an amount equivalent to applicable title insurance premiums as required by the rating schedule on file with the Oregon Insurance Division. The liability of Cascade Title Co. is limited to the addressee and shall not. ,exceed. the premium paid hereunder. CAscADE TITLE CO., by: / v Boyd Steele Of, &; (5(05 Rx Date/Time NOV-02-2004 . NOV-"~C2DD4(TUE) 17:03 Ca<' . e 17: 11 Title 5'185 0302 541 485 0302 P..004 P.04/05 . (p{ 3/08 PROPERTY DESCRIPTION A po<O" 0' ,..0 'n 'h. ,""'h.'" .n.''''''.' 0' ,h. ,"",hwo" ..,.,..".. 0' section 24, Township 17 south, Range 3 West of the Willamette Meridian, ,....,..' .. '0""" ..,i..,.,." po'" 00 ,ho,'''' i'"''o''''' ,'no 0' ".. ,,,."' , b.i., 'oo" ""," ,,., ... porch ". '" "" ..., " ,..' ,... ,h. ,o.,h"" .0.." 0' nnna,ion '.nO ".in NO' ", 0'" po'" ."0 b"" ,h. southeast corner of Lot 13, Block 3. FIRST ADDITION TO YOLANDA pARK. as p,."., ..0 ,,'0"," ,. BOok ". ,.,. ,0, ,... ,,""'y ,..,on "., "'0"'; thence North 89. 42' 35" west along the south line of said Lot 13," and its westerly extension thereof. 234.58 feet to the Northeast corner of" Lot 6, Block 3. sIXTH ADDITION TO YOLANDA pARK. as platted and recorded in Book 55. Page 14, Lane County oregon Plat Records; thence South 00. 14' w~st along the East line of said Lot 6 and itS southerly extension thereof, 336.i5 feet to the Northerly right-of-way line of Hayden Bridge Road; thence South 89. 35' 30" East along said Northerly right-of-way line 244.58 feet, more" or lesS, to the point of intersection with the West right-of-way line of 19th, Street; thence North along said West right-of-way line to a point which bears South ..n ~_... from the point of Beginning. thence North 89. 42' 35" west 10 .__'"" rl""lllntV. Oregon. _ ..1......,..,...i.hed 890 42' 35" r .."t from em::: r.....-...- feet to the ..nt c. ~eginning. in Lane Count EXCEPTING a act of land conveyed tL. by instrUment recorded March 25. 1992. 9216156. Lane County Official Records. ALSO EXCEPTING a tract of land conveyed to Lane County as described by instrument recorded september 14, 1995. Reel Reception No. 9551657. Lane County Official Records. . \..11C......- - V.Lc::':;:I""'..... ane C,.......ty. as describea Reel 2. Reception No. 2096, to '3/05 NO,-O'C2004(TUE) 11:11 Rx Oate/Time Ce Je Title Ii".!/ U...JI Ii".!/-U- "","",-- J '. _." 4,QQ I ~ ~~ ~ ..$ .1 ~ IS 6.. "H, ,1"", '!~ J (\ 5 . 4- ~M' .os. ~ ':"'2 . , I 6 ....,.~y,~ ,,,. I , , -. < "" """ . !II 3f R[ [(F = - - - - ~ .:::: -"::;::. - ~ i-~~~'" _.~WO. ~ ....., 10 .,- 9 ;;:;~~8' 307,,1, 7 ~I,1""'6 500 '~.' ~t["'i ""\)~ , "" .e "" ,. 'J - i I, I ~ . I il - r8;,\S ~ ~B ~ "$ 2306 l\~ ", ' 'JP, 'B'; , '-, ~ l lee j .. , \' -.". , j f i . '11 1~_I3' 352 ~, , ,'! ~j .!!"JJ"- ! - l,j ~1 ~1 ql! . d Ul, : I S"--.!J ' ,"",. , <P- ... , , 13 . ..; T' ~ ;'-;t.:U.t . 900 ~'~ ~ I ~~ ~LI"~.;;',~, ".".t 't'<F' ~ ~, "'''~'./" ,.,. 16 ~. ,,0'. " t .~-. ;\~~ -if! I " ./ ~ ;;';i'l'i~"'l<> : .. 17 /." 362 -J/' i . h -- ~ I 1/ ~o ~~'~~,...l tl~ IHlTI'L . "ttI~I~ Ul-1.nfOI~~ ~ I · ! s I 1(1) , ! ~ &13105 i ! j~ " . '._" '21 <C, ._e,",. --...;~t"Jlr~I:.' I 1:::2. . ~ .~,. "0 ;\":;;""1 U..I...n i;.c; iF,;;,\" i~ I " '"'......:^'.SUi\J1E~ i ~ t." ,:"..,.,,,'" THE COri.'!PJVI~ ..,,;), , "" ~ I 1'1"\;'0 :,..,::"";1(11. 1, , ___........, ,..\..........lr~s I e, Q' . " '1-; ...../"v.~ r,.~j.~,. ~ l;h.(~l,\..h. . i ~ll'.~~":):,.L~Bn..;!~ :"~...'~)~'1:l"'..... , ~i..r20 r , '" . I I , . , -to I I .. r '_ucl ?5-A \ 9="' I. / ~4'~ . . ,,,... ... .. ~.~ , 20 21 'finAL ,DINT ~u< .. Il 5 P 005 'P.05/05 485 0302 541 485 0302 301 ~ = "Y' 10+Q(l00 . 'l' 28+9353 PD.T. (r d. Br~ss Cap) II 886.61U1 [ L144.QU1 L.- ~ " n ... ... ('oj . n' o ''''''' .... 700 ll. <(, ::l! w w Ul 18 . ; 1.190 19 ~ . . ~ INITIAL DINT 99.99' , I: f' . , . ~ 11.00 1.190 " . .. . 1.' 19..05.64 P,[].l = 1f 91+3026 P.o.l. NlIIl!i,Q95Cll EI.3o'.J".8ll81 J...... .#1 ;//- P 1703 24 34 SPRINGFIELD '4.68' -. r Of<ICGL, / "'---- . "- ~OAD.~>,,-,,-, ^"7/~'r" ^4 ~ ~~'1' r. ,:,\.J 310' ;- ~ ~ . - .:i ~~ 7.~3a' 'oJ p ~j 1""---- 7 ~~Il~!f~ :~b*'''::'~~l: t j:::! / :.. .)~ - . Ie::: l :J306cg~ '~1--1 z'=-~ Q ~~;~(2-[ 0-; ~~~ ~iJ:t ] ~ .'3" 5 i~ ~ ',':: . 10;3,47' J . , ;.. I I ~ ~ I 7J-~~~2' :,; r I ~ 1 . J .~ ) 3 ,~ l .- 11 2~ i ~ i I tp, I . ~ ;r! . ~ f. L. IB.3~ 1 . 8ae;~' '/,'Vr#J i ~O' . ~~ AVENUe -~: """",,,,,,,~'1, . 1'a.6" I ""aa:.61!'''''' ::; r- 13 1Q.00 '~. ro(j) ! ~~. ~ J ! IT"' ~ ~ L INITIAL '" r " INT ~ 10 I I ~ : I ()) , I ~ , I :22>11 I .' , "n ^D 90 . j-,\"'\:TF\ S 8?' 3&' ~8' E: ';; .::::.~__________._ ~----------------------------~~--~-~~ ,~~--- I , -~- . r;~rl -- 1;!,;a9J~R.!!3.81' 0:-.~f]) JO' 10 ~~.,. 9 ~rg~8 '3~'7 ~r, ~ ~~ ~ ~8 ~ ~ ~ . ~ iD' ~. I' , " :. 355 05J:)' 2 OSJ:J' 358 ...............:11:_ -~. ,s~9- . ~. 1,J"G? - '?....'" 1tJ3.57' 1 .~O ~ ~ 1t~~ 05.13' 103,61' 900 - \!I&'''~' ,~9' t _s1\'\4 CI. '"" 1i_30 ~ , 360 z - O.Ca' 349 ~ . \- ~~~348 ~t ~~ . - ~ ~. 7 ~'.,~-$~ r\. ' - <fJ ~~ ,~~ ,~~~> . ~ ~~o ~ . 346 (' ~~ . ~ 99.99' ",..,., .., "/f,: If'" 35' ""., 85:'o1j. ';fI, h. ::1'8~.!{. ' ~ 1"l00 12.00 . ~ ~ ' \~'0 . "lola' o.j N ~. O'"o?o?'07' r ~~ 1.190 I~I.>S. SITE o .~~ ~ ~ ~ ' INiTIAL i . :1:.0' :3. 1'15.00' 2 8,oa,POINT 1. -i./.U_U.J.I_...J.l.l~4'.L.....Uu-u:U:""~~~:=':'::~;,--:~ BeN OR+8GE 64.68', 'L' 19+05.64 P,O.T, =, 'H' 91!30.26 P,O.T, N BBS,b2Q.5l111 E' 1,3~4,l9J.DDBl 149.99' ~:;: 17 03 25 21 o IZ >- . ~ M r- Z 21 <( 12 w. ~o ~U ZI -~ 20+01 r' I , , I I 1 ' I co A n,UlJ, ~J- ,.- 4::::::' -rl r') .... .... .C'J r')' '0 .r-- CITY OF ~~INGFIELD 17-O3-2~34 TL.1100 . w .tfl I .1 " " dj! oS 1 7 03; 24 34 SPR'iNGFIELD ~I ~---- v ~ " I" ........ '(,..,- z 8.=" o 1 f- " o o <t N~. ~:::l'" VI .... " 0 ~ I -. a:: ~~ b <( ,1'0 Z a.. 8.= <( 1 o " Z <( ..J o >- .... " 10 ....0 NN ,- 8,: 1 " YOLANDA PARK SEVENTH ADDITION 17-03-24.-34 TL 1000 '3 17-03-24-34 I TL 362 1':: RQ'47'~5. F" 734_38' l-T<j-- ------~~-"~'~~'C---"'f--L I '~~r ;(':;~~;.~A~=.~'~'-'~~-A~~:~~:':~' I lL,o. ~DE ~1~A~_~ ~~SE~ENT l' _ I, I 2 ~ 7992 Sf 6038 SF ...:L 1 0; , nu, I I I w :'~ 2269' ~ :<i I ~ 10957 SF '" . 64' 7<;' '" lO:r ce' .6 5 4 ~ 6006 SF 7062 Sf 6003 SF '0 7 6069 SF 6004 SF I~ 8 9 ~ I 6999 SF 6007 SF a ;; ._,._.._c',...... - - - ,,- - - - -.,- ~ -::.#) _fO>l"U~b"b" _lo~,J"~U~ __ .,., -'l EXTG 16- WAlE!< ~AIN " ---- --- ------ --- HP,YDEN BRIDGE ROAD I I I I I I I I I I I I I I I I I I ~, KING HENRY'S COURT lENTATlVE LAND DIVISION PLAN 30 o 30 60 NARRATIVE: -"- SCALE: 1. = 30' THE PURPOSE OF THE PROPOSED SUBDIVISION IS TO CREA IT 10 lOTS FOR CONSTRUCTION OF TEN SINGLE FAMILY HOUSES. THERE ARE ONE SINGLE F At.4IL Y HOUSE AND TWO OUmUILDINGS CURRENTLY lOCATED ON SITE. ASSESSOR'S MAP 17-0.3-24-34 TAX LOT 1100. AREA - 1.79 ACRES. ZONING - LOW DENSITY RESIDENTIAL. 1 SOLAR .ACCESSST~I'lDA~.DS: LOTS 1, 2, 3, 4, 9 AND 10 COMPLY 'NlTH CITY Of SPRINGFIELD SOLAR.ACCESS STANDARDS, SECTION 35.010 (3)(b)(1). BECAUSE ACCESS IS NOT PERMITTED ON HAYDEN BRIDGE ROAD, SOC 35.010(3)(d)(1)(a) APPUES TO LOTS 5, 6,7, AND a PUBUC IMPROVEMENTS: ALL PUBUC IMPROVEMENTS ARE PROPOSED TO BE INSTALLED PRIVATELY. ffiEES: ALL ffiEES THAT INTERfERE 'NlTH PUBUC RIGHT-Of-WAY OR PUBUC AND PRIVA 1E EASEMENT USE 'HIll BE MOVED TO NEW LOCATIONS THAT fill. GAPS IN EXISTING STREET PLANTlNGS. . Project Information Planning Cose # 2004-00057 Address: 1888 Hayden Bridge Rood Assessor's Mop and Tax Lot Numbers: 17-03-24-34 TL 1100 Zoning: LOR Owner Henry Blair and Bea Blair . Applicant Henry Blair and Bea Blair Landscape Architect: Civil Engineer WEBER ELLIOTT ENGINEERS Surveyor: MARVIN S. KRUSH General Contractor LDATE I DESIGNED BY I DRAWN BY ICHECKED BY I PROJECT NO.' ISHEET NO. MAY 2005' GARY REED GARY REED DOUG WEBER 04-23 10f7 WEBER ELLIOTT ~ "...,.. ENGINEERS, P.C. ~ ~ C,vIIEnglneermg'Mun1c,paIEng,nee"ng'LondPlonningE ~ P.O. 8o~ 10145 0 . Eugene. Oregon 97440 ~ Phone: 54\-461-9779 i: ~~ -- 1'0 -- , ,,}- ~ ~ w z , " . o f u z . " " N , . ~ z G i5 o a