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Home My WebLink AboutApplication APPLICANT 3/17/2011 "';" :City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 . . Site Plan Review . ,.. Michael Hiatt Phone: 514-915-3569 Com an : Address: Fax: 541-342-8251 A licant's Re . Lane Branch o.r f\~Cv\ Com an : Phone: 541-746-0637 Address: Fax: 541-746-0389 310 5th Street, S Owner: Bernard Hiatt Phone: 541-726-1382 Com an Fax: Address: TAX LOT NO S : 102 ASSESSOR'S MAP NO: 17-03-26-13 Located at the northwest corner of the intersection at 10th Street and Street. 0.58 Acres I:8J S uare Feet 0 Pro osed Name of Pro"ect: Hiatt Estates Description of If you are filling in this form by hand, please attach your proposal description to this application. Pro osal: 4 Du lexes totalin to 8 Dwellin Units Associated A lications: Si ns: Pre-Sub Case No.:. - ca:.O b Date: Reviewed b Case No.: Date: Reviewed b Iication Fee: lo.u0 '7~&, 6V ~ Mvvc-i\ z.~; P MAR 1 7 2011 1 of 10 A Technical Fee: $ r-- Posta e Fee: $ - TOTAL FEES: $ Revised 11/19/09 I\'.CU~I"" .-;.. . . . 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-Su bm itta I The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. I/we do hereby acknowledge that I/we are legally responsible for all statutory timelines, information, requests and requirements conveyed to my representative. owne~ _ _ IltJ .P1 &::,~;:~/A it Ae..rnC\.-,c\ O. t-LCL tt Print Date: 3- { 1- I \ 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 complete application. Owner: ~--!/ ,t/77 ~~~ . (~ Date: - (\-1 ) ~ure . . _B G \ Y\ 0-- '('-d I{). ++ ; Co- -rr- Print PRE.SUBMITTAL REC'D MAR 1 7 2011 Revised 11/19/09 2 of 10 spr_map. Page 1 of 1 PRE11-00008 Pre:Submittal Mtg (Site Tentlve Plan) Hiatt Estates 17 -03-26-13 TL 102 ST ST I- CII :z: I- o ~ I I ~ L I N A PRE.SUBMIITAl REC'O MAR 1 7 2011 http://spifs020/mapguide2009/mapviewerphp/printablepage. php?SESSI ON=9d4 ff1 ca-ffff- ffff-800... 3/17/2011 I~ i~ :s:: l> :;:0 ..... ~ -a ^' rn eft c::= CClI ~ $! ...- ^' rn ("') d ~ i ~ i I: , , I ' QI" "~'~'~;Ir.i II i 'Z"" tid!! I R ....lj'. :..,1 !lUll! /I!i!; ii il" ., l! i , , I'> = - - 0 Pi ! Ii ~~ co I! " H . ~ , n ; " 1 II r: ~ :1 ~ ! ~ I , ~!::,:l ~ F ' " I il ~I El ~ I t:.! " c , > ' Z I , , I , . I , I , I; i5 L.' , , :1 'I I, I I I I I I I I I .---- - - - I , I lOIt". SHEE~ /<=~-v---\fll-- \i--lTi tr------------------ }~-- ! i: III IiI!! ! illll l '" '" ;;; 5 " <: '" '" ~ i' . ' "l~ t ;ISIS ilL """ ::a~,;: ~t~ ~,,~ ~9.1l Il~~ lll1:g :g~i m !l> 'i2 '" ~ ~ CIJ~ .. ~ ill ....... C':l2:~ ~ ~ ;J:.. ~~'"3", h~'"3~ ~ ~ tJ:j ~ ";l")' \.r} Z II 0 ~ ......:'I ~~~ ~ ~ :<~ ~ o~t'd ~, ~ ~?' z'" ?' ~ !< . . STORMWATER Mi\NAGEMENT PLAN AND DRAINAGE STUDY FOR Hiatt Estates 10th Street and Q Street Springfield, OR -.."""-",=,,,,,,,,", March 11, 2011 Prepared For: Michael Hiatt 3283 Jayhawk Court Eugene, Oregon 97405 Branch Engineering, Inc. 310 5th Street Springfield, OR 97477 Phone (541) 746-0637 Fax (541) 746-0389 ~ Branch Engineeringl Inc. Branch Project # 11-017 PRE-SUBMITTAL REC'O MAR 1 7 2011 . . Storm Drainage Evaluation 10" 51reel and Q 51reel --Hia" STORM DRAINAGE EV ALVA TION Hiatt Estates Springfield, OREGON This evaluation was prepared to summarize the drainage system proposed for the Hiatt Estates development. The site is located at the northwest corner of the intersection at loth Street and Q Street in Springfield, Oregon. Half of the storm water will be treated on site by using pervious pavement. The other half of the stormwater will be graded to a catch basin and be filtered before entering the city's stormwater conveyance system. Existing Conditions The site currently has no existing structures. Thc total site area is 0.58 acres and is generally flat with vegetated ground cover consisting predominately of grass. For additional information on the utilities and services just off site, see the Existing Conditions Plan. According to the Soil Survev of Lane County, by the Natural Resource Conservation Service, the soils on site consist of Salem (119) and Coburg (32). Salem soil is moderately well draining (Hydrologic Group: B) with a depth to high water table greater than 6 feeL Coburg Soil has moderately slow permeability where the hazard of water erosion is slight. Proposed Drainage System The proposed development will have 0.33 acres of impervious area and 0.06 acres of pervious concrete. The runoff from the roofs will connect with the stormwater lateral along the private drive and pipe to the 21" main along I oth Street. Runoff from the driveways and the outside 2.5' of the private access street will be treated and infiltrated by using pervious pavers. All remaining stormwater runoff from the street will be collected by a catch basin that will have removable oil and grease filter. This catch basin will connect into the stormwater lateral along the private drive. Table I below shows all impervious and pervious pavement areas and how they will be treated and conveyed. Table 1: Proposed Stormwater Svstem Impervious Surface Area Treated (yes/no) Infiltrated/Connect to City 'Robf;Area' " 10464 ,/ No " ' Connec(toCity" : Private Drive (Impervious) 2570 I Yes Infiltrate/Connect to City ~ ". .".. .. 996 ,. Infiltrate' ' :Private Drive (~ervious) Yes Driveways (Pervious) 1880 Yes Infiltrate Concrete Walks 744 I Yes Infiltrate Concrete Patios 640 J No ~ ',TOTAL 17288 I , .\ ~4 '.\\':6' .~. - , I,' .1\-" : ..<;)d0,-!--<-e. , fY',) PRE.SUBMITTAl REC'O MAR I 7 2011 ~ i i '-' __" I.- l Branch Engineering, Inc. - Page I . . Storm Drainage Evaluation 10tb Street and Q Street -.Hian Stormwater Quality Per City of Springfield Stonnwater Design Standards section "3.03.6 Vegetative Treatment Requirements", a "minimum of 50% of the non-building rooftop impervious area on a site shall be treated for stonnwater quality improvement using vegetative methods." For this reason stonnwater quality will be met by using pervious pavement for half of the drivable surfaces and a 2-chamger steel catch basin with a removable oil and grease filter for the other half. Pervious pavers are an approved treatment option and will be used on all driveways and the outside 2.5' of the Private Access Road. Pervious pavers provide treatment in the removal of pollutants such as hydrocarbons, sediment, and metals and allow for the quick removal of stonnwater through void openings. Pervious pavement also helps promote groundwater recharge. Attached is the Design Model of the Pervious Pavers to be used. In order to detain additional runofffrom the site, there will be a 5'x20' pervious pavement island around the 2-chamber steel catch. This will provide detention for some of the runoff before entering the 2-chamber steel catch basin which will provide pre- treatment for the remaining pavement areas as required by City of Springfield Stonnwater Design Standards section "3.03.5 Parking Lots/Paved Areas." The use of the 2-chamber Steel catch basin with an oil and grease filter for pretreatment is a common practice for the City of Springfield. Stormwater Runoff Analysis For a conservative analysis of the stonnwater runoff from the site, we will assume no detention from the pervious pavement island in the Private Access Drive. Therefore the total impervious area will be 0.30 aeres which includes the impervious roadway and the roofs from the site. The following Rational Method calculations show the approximate maximum runoff flow for the 25 year, 24-hour stonn event. In order to use the Rational method an assumed method was used for finding an hourly flow. PRE.SUBMITTAl REC'D MAR 1 7 2011 Branch Engineering, Inc. - Page 2 . . Storm Drainage Evaluation 10" Street and Q Street --Hia" From Standard Type IA Hydrograph 2S-Year, 24-Hr Storm 4.8 in *per: City of Springfield Standards 4.03.3Water Quality Design Storm (EDSP April, 2006) In a Type IA storm event, the max Percent Rainfall in a 10 minute interval is S.4% near the end of the 7th Hour. (0.054*4.8) = . 0.2S92 in/lO min in/l0 min 1.S6 in/hr RATIONAL METHOD Intensity= 1.56,in/hr Runoff Coefficients Pave me nt & Roofs Lawns 0.9 0.17 Areas A (acres) 0 _.0__ Pavement 0.3 - ---.-.-..,,--.- -- o 0.3 .C Lawns Total Composite C = SUM(Cindividual areas)x{Aindividual areas) Alotal Area Composite C = 0.9 Q( cfs)=C( -) *i( in/hr) * A( acres) Q= 0.9 1.S6 in/hr 0.3 Acres 0.4212 ds Camp C= Intensity= Area= From this analysis, the maximum runoff flow from the site for the 25-year, 24 hour storm event is 0.42 cfs entering the 21" storm main on I O'h Street. PRE-SUBMITTAL REC'O MAR 1 7 2011 Branch Engineering, Inc. - Page 3 ICPI ~h, iXi"'Eiii-.ib:KK{;("P:<(,itli~:; ~~~\l!XI'I.~l!lUrE~V- Site Information Laver Information Paving Layer Base Material Subbase Material Subgrade Material Structural Desio" Information Hvdrolooical Desion Information . . Permeable Interlocking Concrete Pavements Structural and Hydrological Design Inputs Design Title: Unknown Pavement Length Pavement Width Pavement Area Catchment Area 179ft 15.5 ft 2,775ft' 3518.5 ft' (Avg CN;73.41) Structural Coefficient Structural Number Thickness ASTM No 57 Stone Structural Coefficient Structural Number Thickness Porosity Void Ratio Permeability ASTM No 2 Stone Structural Coefficient Structural Number Thickness Porosity Void Ratio Permeability .3 1.5 in" 5.125 in 0.05 0.2 in 4.0 in 0.288 0.4 782.442 in/hr 0.05 0.6 in 12.0 in 0.318 0.47 31,050.889 in/hr Subgrade Strength Porosity Void Ratio Permeability 21000.0 psi 0.342 0.52 0.023 in/hr Average Annual Daily Traffic Design ESALs Design Structural Number Pavement Structural Number Structurally Adequate 30,000 1.14 2.3 Yes Rainfall Location Storm Type Springfield, OR IA Storm Retu~teriOd 24-hour Rainfall Satisfies Infiltration Satisfies Storage Satisfies Storage (Years Intensitv in Capacity Goal Capacity 2 3.3 Yes Yes Yes 25 4.8 Yes Yes Yes Storage goal represents 85 percent of maximum water storage capacity PRE-SUBMITTAL REC'O MAR 1 7 2011 Page 1/1 2/28/2011 12:40:11 PM . . I CPI .~?~;.,~, IXIl'.N. 1.{O:-M:-.,;.'..::l:,.-"....6iEI}~~ ----.!~~\:!o:~~"T.!::~..!:"!"n;n,!~;' Permeable Interlocking Concrete Pavements Structural and Hydrological Design Inputs Design Title: Unknown Hvdroloaical Desian Results Equivalent Design Storm Storage Goal 25 year storm Storage Capacity 25 year storm Combined Site Hvdroloaical Characteristics for Permeable and Non-Permeable Areas Site Area 3518.5 It' Average Curve Number 73.41 Average Rational C Value EquivalentOesigf; StOlm "..it}) R\Jr~ff .. ~ . ~. . ~ . . ..,-,-- . 1. , ;,., 2 ..;, ~. 5 6 7 8 '9 10 1 j 1213 i~ 15 Iv i7 13 i9 20 21 22 23 24 )1::. Storm Return P~.f1OC c ~ .~0-1 -2: -~-'~""~'", ] i i I I I : i I I I /~.- o ===. , 3 < 5 I; 3 9 1O n 12 13 1-4 1S if L? 1& 10 /" L! /~ 2:' 2t 2:) , i j ---"'-.L.Ye-er - 25.Y(;'.er PRE-SUBMITTAL REC'O MAR 1 7 2011 Page 1/3 2/28/201112:40:11 PM ICPI <;;:<":" '.~.-im.ijO:-".'.-j~{;(:.o,,(...j.~'.'...O...'-};:V~ ._.~~~'L"IL'i!I:'<~-JT.':lx.n:.lV- : " - g3 ~ '" B.c ~ '): -0 ci . . o I I I It. I 1" I . I' . I I I I 1'1 I 1'1'1 I I I 1'1'1 L 5 4 5 6 ( S S 10 11 12 13 1J; i5 if, 17 18 19 2D 2i 22 23 2.1 25 Permeable Interlocking Concrete Pavements Structural and Hydrological Design Inputs Design Title: Unknown - 2~Year - 25-Year ""'~';.m_~~00._ _._,,',",..~___~__~__,__~_=~ 12' 10 ,.- S S 3 S c.: C' .:: " ~...:; 2 0 G , ......- -_.~-.--"---_._--~- ....!.. 3 B 10 11 12 13 ;4 1516 17 18 i:t 'v 21 22 23 2.1 25 . 5 5 7 ~ 2-YeE!:. - 25-Year r C) E: r_ " v,o ~ 3- D,S {.> 0 -,;; D..!. :' " u L2 ,::3- :; 'r. v 0 '-. 2 ::. 4 .5 S 8 :3 ;'.) ';1 12 11 1.:. 15 16 17 i2 i9 2[' 2'j 22 23 24 25 - 2-Yc~'11 - 25-Yecr Page 2/3 PRE.SUBMITTAl RECIO MAR 1 7 2011 2/28/2011 12:40:11 PM . . ICPI-:~):~\ ~ii"].iljOO~'N;-('(}"CREC'i~:;; __.~.~~.:!E:l~~!J~:\~~I'E~:V' Permeable Interlocking Concrete Pavements Structural and Hydrological Design Inputs Design Title: Unknown ~ " ..........._ _,,~,__,"-_"""_~~.~__.^.___~_. ~ ~ 0--'. ., ~D.5 .,.;....-. ~ cO.l ~ '" c: 02 .'. . ~ ' . -. " " _ .', _ __'~" ____; ..~h"~ o o 2 345 6 [: S 10 i i 12 13 14 i5 16 r7 1J2, 13 20 L I 22 23 24 25 - 2-Ye3f - is-Yea: 7 ~>=; .Q'"' 2. ~.. ~3 ~ ~2 '" ~ . (f;; o o 2 3 ;i 5 6 iO \l ~i2 i314 15 If, if 18 ;9 20 2'1 22 23 24 25 Hour , \..._-- - 2-Yeaf - PRE-SUBMITTAL REC'O MAR 1 7 2011 Page 3/3 2/2812011 12:40:11 PM 02/25/2011 15:28 FAX 541 7~1021 CITY OF SPRINGFIELD'" ~001 PUBLIC WORKS DEPARTMENT ADMIN/STRA nON ENGINEERING DIVISION ENVIRONMENTAL SERVICES DIVISION MAINTENANCE DIVISION TRANSPORTA nON DIVISION TECHNICAL SERVICES DIVISION 225 FIFTH STREE7 SPRINGFIELD, OR 97477 www.ci.springfield.or.vsldeptyw.htm www.cl.springfield.or.us STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK ______________________________ (Area below this linefllled out by Applicant) ------------------------------------- . (Please return to Matt Stouder@ Cily of Springfield Public Works Engineering; Fax #' 736-1021, Phorre # 736-1035) Projeet Name: ..Jj :..tI 65:j..~'c5 Consultant: J),.nzh &y;nrc.r....'; Land Uses: rR.",,',Jr"h<</ Project Size (Acres): Approx. Impervious Area: I Pro;'" D~"ip..., Drainage Proposal (Public colUJections, pipe sizes and layout, etc.): Date: Phone #: Fax#: Email: Approx. Pervious Area: ;;'-;1..5-';\0/1 5f'/- 71(,-011>3 7 Proposed Stormwater Best Management Practices (BMP's): ____________________ (A,ea below this line filled out by th. City and R.turn.d totl,e Applicant) ------------------ (AI a minimum, all boxes checked by the elly on the Imrrt and buck oflhis sheet shall be submittedfor an application to be complete fa, submillal, although other requirements may be necessary,) Drainage Study Tvpe (EDSP Section 4.03.2): (Note. UH mav be substituted for Rational Method) f,'l Small Site Study - (use Rational Method for calculations) o Mid-Level Development Study - (use Unit Hydrograph Method for calculations) o Full Drainage Development Study - (use Unit Hydrograph Method for ca!culations) Environmental Considerations: ~ Wellhead Protection Zone: (U <2,(/ (Y' 0 Hillside Development: /./1 A- D Setback Requirements (Wetland, Riparian): i" I A 0 Floodway/Floodplain: IV I A Downstream ADalvsis: -;Vo An.1 5i~ f"J//;,',J r F puv;vY5 <;'c/fl&''j>5 (/~; )'-ol..."d (vs I el, s",~ss ~d tp V'cdu,e Y'uno {f' tv- d.vc./~f/>1C" b o N/A . . A < prevo r. PRE.SUBMITTAl REC'D D Flow Ime for startmg water su.rface elevatIon: o Design HGL to use for starting water surface elevation: MAl< I 7 lOll U ManholelJunction to take analysis to: ADMINISTRA nON I TECHNICAL SERVICES I ENGINEERING: (541)726-3753 . FAX (541)736-1021 MAINTENANCE (541)726-3761 . FAX (541)726-3621 TRANSPORTATION: (541)726-3753 . FAX (541)726-3781 r-1t"/U-',,,A/lfArAI,1I1 C"'r::'n\/ll"'"cC". U::'A1\71)~ ?&:0.4 . t=~y II;,A117?t::._?'4no 02/25/2011 15:28 FAX 541 7~021 CITY OF SPRINGFIELD'" @002 COMPLETE STUDY ITEMS * Based upon the information provided by the applicant on the front of this sheet, the following list represents a minirmtm of what is needed for an application to be complete for submittal with respect to drainage; however, th., list should not be used in lieu afthe Springfield Develapment Code (SDC) or the City's Engineering Design Standards and Procedures (EDSP). Note that compliance with these requirements does not constitute site approval. Additional iiformat;on m~ be re9uired which!s site specific. General Study Requirements (EDSP Section 4.03) Req'd N/A IZI D The drainage study shall be prepared by a Professional Civil Engineer licensed in the state of Oregon. 1\'1 D A complete drainage study shall be submitted if the development is to be larger than one acre, create more than 5000 square feet of new impervious surface, generate peak flows in excess of 0.5 cfs, or modifY an existing system with 0.5 cf!; or greater. L1l D Calculations showing system capacity fOT a 2-year stonn event and overflow effects of a 25-yeaT storm client. Interim Design Standards/Water Quality (EDSP Chapter 3) (\~~. ~ D Submit supporting calculations for the method of stormwater treatment to be implemented. <Qe 0Cl D All non-buildiI1g rooftop impervious surfaces shall be pre-treated for stormwater quality. Howcller, a minimmn of 50% of' the non-building rooftop impervious SUlface Shall be treated by vegetated methods. ~ D Where a stormwater trealmL'11t or infiltration swale wiU be used, specifY which type and submit calculations for sizing, velocity, and flow. Also show bottom and side slopes, distance from structures and lot lines, as well as specifYing the seed mixture to be used. 'DO D For swales serving an area ofless than 15,000 square feet, a simplified design approach may be followed as specified by tbe BUIeau of Environmental Services (BES). Calculations, sizing and the area the swale serves ,shall be included. o I!lI Swales which serve areas greater than 15,000 square feet shall submit calculations and sizing requirements in accordance with Chapter 3 of the City of Portland Stormwater Manual (BES). 1iJ D All building rooftop mounted equipment, or other fluid containing equipmel1tlocated outside oHhe building, shall be provided with secondary containmcot or weather resislant enclosure. Revicw of Downstream System (EDSP Section 4.03.4.C) D ~ A downstream drainage analysis shall be submitted for developments proposing to construct more than 5000 square feet of new imperviousness surface. On-site drainage shall be govemed by the Oregon Plumbing Specialty Code (OPSC). D @ The applicant shall include elevations of the HGL and flow lines for both city and private systems where applicnble. Dcsign of Storm System. (EDSP Section 4.04) ~ D Ensure flow lines, slopes, rim elevations, pipe type and sizes are clearly indicated on the p.lan set. 00 D Minimum pipe cover shan be 18 inches fOT 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. D Manning's "n" values for pipes sball be consistent with Table 4-1 of the EDSP. All stonn pipes shall be designed to aehieve a minimmn velocity of three feet per second at 0.5 part full based OD Table 4-1 as welL 11>1 ~'7, t'1' OtherlMisc - 1"l D If a detention facility is required, it shall be designed to capture l1lIIoff SO the discharge from the site after development does Dot exceed pre-development conditions or available capacity, based on a 2- through 25-year, 24 hour stonn. (EDSP Section 4.10.1) - :.J""vv''''' fqoo.,<",,,~ C4n bt:- u>eJ i" j.-ev CJ f d~<rltJon D If a drywell (Ule) is proposed, it shall not receive ruaoff from any surface wlo 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 requircd by the DEQ. Refer to' the website, www.deq.state.oLus/wo/groundwa/uicbome.hcm for more information. D UIe' s may not be 10. cated within any easement, and must be no closer than 10 feet from any ~PP.5I\~l or,woperty line ~DSP Section 30348). . . UDIV/If IA. RtC'D . Thisform shall be Included as an artachmenr, inside the front cover, of the stormwater ~AJ; 1 7 2011 fS iB . . WRITTEN NARRATIVE FOR HIATT ESTATES DEVELOPMENT 17-03-26-13 TL 102 This Site Plan Review Submittal application is a proposal to develop the vacant lot at the northwest comer of 10th Street and Q Street (Map 17-03-26-13, Tax Lot 102) into multi-family dwellings. Currently, the lot is vacant with no existing structures on site. The total site area is 0.58 acres and is generally flat with vegetated ground cover consisting predominately of grass. There is a 60" filbert cluster in the southwest comer of the lot. According to the Soil Survev of Lane Countv, by the Natural Resource Conservation Service, the soils on site consist of Salem (119) and Coburg (32). Salem soil is moderately well draining (Hydrologic Group: B) with a depth to high water table greater than 6 feet. Coburg Soil has moderately slow permeability where the hazard of water erosion is slight. The new development proposes the construction of 4 new duplexes or 8 dwellings along a private concrete access drive aisle. Each dwelling will have its own garage and driveway. All units will have individual utility services and meters. A 6" sanitary pipe is to be constructed along the private drive to be used as a service lateral for this development. Stormwater management will be met by installing pervious concrete pavers on half of the non- building rooftop impervious surfaces. The remaining non-building rooftop stormwater runoff will be collected by a 2 chamber steel catch basin with an oil and grease filter. This catch basin will connect with the roof downspout lateral running through the project and convey to the 21" stormwater main on lOth Street. All additional Site Plan Review Submittal items are included with this packet. PRE-SUBMITTAL REC'D MAR! 7 2011 . . 1651 Centennial Blvd. . Springfield, OR 97477 P.O. Box 931 . Springfield. OR 97477 Phone: 541.741.1981 Fax: 541.741.0619 "- ~,t, Jf3..~:: ~.< 1iI~'::~. ."" .',.,.......... ,;;~ '-"" ~ "" ~,~.._,-~. EVerfjlTCn liJr.j l!U(' b (O~llP"W{ TITLE INSURANCE SERVICES. ESCROW CLOSINGS 625 Country Club Rd. Eugene, OR 97401 P.O. Box 10211. Eugene, OR 97440 Phone: 541.687.9794 Fax: 541.687.0924 January 31, 2011 Order No. 11 '3979 PRELIMINARY TITLE REPORT Michael Hiatt 3283 Jayhawk Court Eugene, OR 97405 Attn: e-mail: Partial Billing Additional Chain $200.00 TOTAL $200.00 We are prepared to issue on request and on recording of the appropriate documents, a policy or policies as applied for, with coverage's as indicated, based on this preliminary report. LEGAL DESCRIPTION: Beginning at the Southwest corner of the William C. Spencer Donation Land Claim No. 50, Township 17 South, Range 3 West of the Wlllamette Meridian; running thence East 1099.41 feet, more or less; thence North 40.0 feet to the Point of Beginning; thence North 120.0 feet; thence East 194.28 feet; thence South 120.0 feet; thence West 194.28 feet to the Point of Beginning, in Lane County, Oregon. Showing fee simple title as of January 24, 2011, at 8:00 a.m., vested in: BERNARD D. HIATT, Trustee of the Bernard D. Hiatt Living Trust dated October 21,2003 Subject only to the exceptions shown herein and to the terms, conditions and exceptions contained in the policy form. No liability is assumed until a full premium has been paid. PRE-SUBMITTAL REC'O MAR 1 7 2011 Order No.: 11-3979 Page 1 of 3 . . SCHEDULE B GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements, or claims of easement, not shown by the public records; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or other facts which a correct survey would disclose. 5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter furnished, imposed by law and not shown by the public records. CURRENT EXCEPTIONS: 6. Evergreen Land Title Company finds no recorded access to the property as described herein. NOTE: Taxes, Map No. 17-03-26-13-00102, Code 19-00, Account No. 0214625, 2010-2011, $472.13, paid in full. NOTE: The address of the property to be insured herein is: Vacant Parcel, Springfield, OR 97477. NOTE: A Judgment/Lien/Bankruptcy Search was done for the name(s) BERNARD D. HIATT (INDIVIDUALL Y AND AS TRUSTEE), and as of January 24, 2011, none were found. NOTE: As of January 24, 2011, there are no liens for the City of Springfield. INFORMATIONAL NOTE: EVERGREEN LAND TITLE COMPANY FINDS NO NOTICE OF RESCISSION RECORDED IN THE LAST 24 MONTHS. PRE.SUBMITTAl REC'O MAR 1 7 2011 Order No.: 11-3979 Page 2 of3 . . INFORMATIONAL NOTE: The current vesting deed and all changes back to the deed which vests ownership 24 months ago are as follows: WARRANTY DEED RECORDED DECEMBER 11, 2003, FROM BERNARD D. HIATT, TO BERNARD D. HIATT, TRUSTEE OF THE BERNARD D. HIATT LIVING TRUST DATED OCTOBER 21, 2003, RECEPTION NO. 2003-119150. Very truly yours, EVERGREEN LAND TITLE COMPANY HOME OFFICE By '\. /!~~: I' J"i~/ / {~ Jeffrey K. Walker Advisory Title Officer / I /i/. I f 'I,. );e-c./. -L,... cc: N/A ~ei=F\J @.. eJ~Q';EtJ L.AlJDnTLE..CC>}-f 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 $200.00 WILL BE CHARGED. PRE.SUBMITTAL RECIO MAR 1 7 2011 Order No.: 11-3979 Page 3 of3 ", i-" I . . . ORDINANCE NO. 6160 (SPECIAL) ,-19 .,' AN ORDINANCE V ACA TING A I O-FOOT WIDE PORTION OF Q STREET IN THE CITY OF SPRINGFIELD, LANE COUNTY OREGON WHEREAS, the Springfield Common Council has declared its intention to vacate a 10-foot wide portion of Q Street in the City of Springfield; and WHEREAS, the application for right-of-way vacation was submitted in conformance with the provisions of ORS 271.080 et. seq., and with the provisions of Article 9 V ACA nONS of the Springfield Development Code; and WHEREAS, the Springfield Planning Commission conducted a public hearing on this proposed vacation on February 7, 2006, and the testimony, findings and conclusions of that meeting have been considered by the City Council; and WHEREAS, the findings and testimony submitted by the applicant and those in support of this right-of-way vacation satisty the criteria of approval for vacations found in Section 9.060 of the Springfield Development Code; and WHEREAS, such vacation is in the best interest of the City in carrying out its plans 'and programs for the general development of the City; and . WHEREAS, lawful notice of the proposed vacation was published and posted; and WHEREAS, the Springfield Common Council met in Council Chambers, at 225 Fifth Street, on Tuesday, the 2 I 51 day ofFebruary, 2006 (First Reading) and on March 6lh (Second Reading), at the hour of 7:00 p.m., to hear any objections to the proposed vacation and .JL. persons appeared to object; NOW, THEREFORE, THE CITY OF SPRINGFIELD DOES ORDAIN, AS FOLLOWS: Section]: The Council finds that the legal notice of the hearing was lawfully published and posted; that ----'L objections were made at the vacation hearing held; that the public interest will not be impaired by the vacation of this public right-of-way, and that vacation of said right-of-way will be in the best interest of the public and increase the benefit of the property involved. Section 2: The public right of way in the City of Springfield, as described in Attachment A of this Ordinance, is declared to be vacated. Section 3: The findings adopted by the City Council in support of this right-of-way vacation, are hereby made part of this ordinance by reference. Section 4: The City Recorder is directed to file certified copies of this ordinance with the Lane County Clerk, Lane County Assessor, and Lane County Surveyor. . ORDINANCE 6160 PAGE 1 PRE.SUBMITIAl REC'O MAR 1 7 2011 , , . . . . , ). . . . Section 5: This right-of-way vacation is subject to and explicitly reserves easement rights for any existing sewer, water main, gas main, conduit of any kind, pole, structure, or thing used for or intended for public utilities or public service. The owner of any such utility or thing is hereby reserved the right to access, maintain, continue, repair, reconstruct, renew, replace, rebuild and enlarge any and all existing facilities. Section 6: It is further a condition of this vacation that nothing herein contained shall cause or require the removal or abandonment of any sewer, water main, gas main, conduit or any kind, pole or thing used or intended for any public service. The right is hereby reserved for the owner of any such utility or thing to access, maintain, continue, repair, reconstruct, renew, replace, rebuild and enlarge any and all such things under existing or future easements. ADOPTED by the Common Council of the City of Springfield this 61h day of March, 2006 by a vote of 6 for and ~ against. ATTEST: Ct~'~D-- DATED this 1.1} day of /v1 a,c-k.. APPROVED by the Mayor of the City ofSpri , arch, 2006. ': - :'.';0. .0. i'.-''''':....,.rqt'-.' '- ~c..".\~~\:\-'""""~ . ':. \ 1 '2. \ .o~__~_ --:-."'C;;:: Of CITY /ITTORNEV p;<'" (Position) City of Springfield State of Oregon ) ) ss. County of Lane ) This instrument was acknowledged before me on lAardt 1, dOG J, by r of. +/LR.. Cc'ii ..~ S f Springfield. ~1~~~ NOTARY P BL C FOR OREGON My commission expires: 1/ ,;).J.. d-O'V ~ PRE.SUBMITTAl RECID MAR 1 7 2011 ORDINANCE 6160 Page 2 . OFFICIAL SEAL AMY LSOWA . ~OTARY PUBLIC. OREGON ---. ../ COMMISSION NO. 397942 MY COMMISSION EXPIRES NOV. 22, 2009 , ,. , . . . . . .~.. . . . . . LEGAL DESCRIPTION Public Right-of-Way Vacation . (A Portion of 'Q' Street) Map 17-03-26-13 Job No. 04-6005 A parcel of land lying in the Northeast Quarter of Section 26, Township 17 South, Range 3 West of the Willamette Meridian, Springfield, Lane County, Oregon, and being more particularly described as follows: Beginning at a point on the intersection of the Westerly right-of-way line of loth Street and the Northerly right-of-way line of 'Q' Street as dedicated by the Plat of Fuchsia Gardens, as platted and recorded in Book 29, Page 14, Lane County Oregon Plat Retords, said point being East, 1283.69 feet aild North, 40.00 feet from the Southwest comer of the William C. Spencer Donation Land Claim No. 50, Township 17 South, Range 3 West of the Willamette Meridian; run thence West, 194.28 feet along said Northerly right-of-way line of 'Q' Street as dedicated by said Plat; thence leaving said Northerly right-of-wayline run South, 10.00 feet; thence East, 194.28 feet; thence North, 10.00 fect to the Point of Beginning, in Springfield, Lane County, Oregon. PRE-SUBMITTAL REC'D MAR 1 7 2011 Ordinance No. 6160 . r . Division of Chief.Deputy Clerk Lane County Deeds and Recorcls "- 2003.119150 $26.00 After recording, return to: Via Barrister's Aide Laurence E. Thorp, attorney 1011 Harlow Road, Suite 300 Springfield, OR 97477 II1I1I11 ~1111111~111~1I1111111111111111111111 005264932011301191500010016 1211112003 03: 25: 43 PM RPR-DEED Cnt=1 Stn=6 CASHIER 08 $5.DD $l1.DD $10.DD Until a change is requested, send aU tax statements to: No Change SPECIAL WARRANTY DEED Bernard D. Hiatt, Grantor, conveys and specially warrants to Bernard D. Hiatt, Trustee of the Bernard D. Hiatt Living Trust dated October 21,2003, Grantee, the following described real property, free of encumbrances created or suffered by Grantor except as specifically set forth herein situated in Lane County, Oregon, to-wit: - Parcell: Beginning at the Southwest corner of the William C. Spencer Donation Land Claim No. 50, Township 17 South, Range 3 West, Willamette Meridian; running thence East 1099.41 feet, more or less, thence North 40.0 feet to the point of beginning, thence North 120.0 feet, thence East 194.28 feet, thence South 120.0 feet, thence West 194.28 feet to the point of beginning. Pa~l.9t 36, Second AdditiOrlto Mimosa Park, in Volume 2003, Page 13475, Official , Records of Lane County, Oregon. The Grantor warrants that the title to the property conveyed hereunder is free from encumbrances but only to the extent that Grantor holds a valid and collectible policy or policies of title insurance insuring Grantor against such encumbrances. The true consideration for this conveyance is other value. 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 AND TO. DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED INORS 30.930. Dated this 11 day of December, 2003. . <-@4t1dfJlMI' STATE OF OREGON, County of Lane) ss. Personally appeared before me the above-named Bernard D. Hiatt and acknowledged the foregoing instrument to be his voluntary act and deed this .lL day of Decem her, 2003. (I) OFFICIAlSEAl MARY C LEWIS : i rmrARY PUBUC. OREGON \.. ,,' COMMISSION NO. 334979 IIf CllMMlSSlON 8IPiRES AIJ6USf 5. 2llIl4 L REC'O MAR 1 7 2011 . . ~ Branch Engineering, Inc. Corporate Headquarters (541) 746-0637 310 5th Street Springfield. OR 97477 Salem Engineering Office (503) 779-2577 147 Commercial Street NE, Suite 10 Salem. OR 97301 Principals M. Lane Branch. PE Damien Gilbert, PE Renee Clough. PE. PLS. AICP Rene' Fabricant, PE, SE Ronald J. Derrick, PE www.BranchEngineering.com LETTER OF TRANSMITTAL DATE: March 17,2011 FROM: Michael Lane Branch, PE Nathan Patterson, E.I.T. TO: Development Services Department City of Springfield 225 Fifth Street Springfield, OR 97477 RE: Hiatt Estates Site Plan Review Application for Pre-Submittal Quantity I Description I Action 1 Application Fee As required 1 Site Plan Review Application Form As required 1 Narrative As required 1 Copy of Deed As required 1 Copy of Preliminary Title Report As required 1 Copy of Sit Plan Reduced to 8 1/2" x 11" As required 3 Copies Stormwater Management System Study with Stormwater Scoping Sheet As required 7 Sets Full size plan set folded down and bound by rubber bands. As required PRE-5UBMllTAL REC'O MAR 1 7 2011 CIVIL STRUCTURES TRANSPORTATION GEOTECHNICAL SURVEYING