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Home My WebLink AboutApplication APPLICANT 11/26/2008 City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 land Division Tentative Plan Partition, Subdivision PRE.SUBMllTAL RECIO NOV 2 6 200B '. . Applicant Name: Icompany: IAddress: , Geoff Cossen Phone: I Fax: (541) 954-3821 N/A 445 E.50th Av. Euqene OR 97405 - ,- .~ "-'" ., Applicant's Rep.: Joe Ferguson Phone: (541) 747-4917 Joseph Ferguson Prof. Land Survevor Fax: Com!)any: I Address: , I Property Owner: Geoff Cossen (See Above) Icompany: IAddress: , IASSESSOR'S MAP NO: 17-03-36-11 ITAX LOT NO(S): 9100 I Property Address: 2660 G St, Springfield OR ISize of Property: 12,825 I Proposed Name of Subdivision: , 2130 Daphne St, Springfield OR 97477 I Phone: I Fax: Acres 0 Square Feet CR1 - I Description of If you are filling in this form by hand, please attach your proposal description to this application. ProDosal: Partlition..=nprtv into two oareels' Fyi,,!'inOJ house on onp, & new duolex lot IExistinq use; One single family'residence . 1# of Lots/Parcels: 2 IAvq. Lot/Parcel Size: 6.412 sf IDensity: 10 du/acre I Si natures: Please si nand rint our name and date in the a riate box on the next . - . ~...- Associated Applications:' 3 ,.:;v, .a:.1'l <6- 6't62.._'=- (~Ct() Signs: I Pre-Sub Case No.: (1..("2ex~,.--A",,:ff) Date: i/!zr.../oC6 Reviewed by: 'l-~ Icase No.: Date: Reviewed by: IAPPlication Fee: $ 3D.<o.00 ITechnical Fee: $ fJ. . I Postage Fee: $0 TOTAL FEES: $ 3%.00 I PROJECT NUMBER: fif),~.x'S::n -(5::;"~r';3 --- ~,,~..... fv; \"2../("-!~t-7-- U --:> '-' ICJ :t;(J I I , I I I , I I I , I I I 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-Submittal The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. owne~41 ~ Date: /c0/ Qj~~q s~rj /~' Geoff Cossen Print 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 prooessing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin prooessing 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: Date: Signature Print PRE~SUBMITTAL RECIO NOV 2 6 200B Land Division Tentative Submittal Requirements Checklist NOTE: . ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal. . If you feel an item on the list below does not apply to your specific application, please /tate the reason why and attach the explanation to this form. . [1( Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. Any applicable application, technology, and postage'fees are collected atthe /"re-submittaland submittal stages. u;( /and Division Tentative Application Form . ru/ Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the /ction to be taken. . [2( ?py of the Deed . [L(" Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. o Copy of the Land Division Plan Reduced to 8'h"x 11", which will be mailed as part of the required neighboring property notification packet. ,.,\rk, Right-of-Way Approach Permit Application provided where the property has frontage \ ~- ~ an Oregon Department of Transportation (ODOT) facility. W Three (3) Copies of the Stormwater Management System Study with Completed Stormwater Scoping Sheet Attached - The plan, supporting calculations, and documentation must be consistent with the Engineering Design Standards and Procedures Manual. . ? o Three (3) Copies of the .Traffic Impact Study prepared by a Traffic Engineer in accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, metro plan and state land use and transportation policies and objectives. Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR Eig~n (18) Copies of the Following Plan Sets for Submittal ~ All of the following plans must include the scale appropriate to the area involved and sufficientto show detail of the plan and related data, north arrow, and date of ~eparation.' , ~ All plan sets must be folded to 8V2" by 11" and bound by rubber bands. a. ~e Assessment of Existing Conditions . ' 0' ~pared by an Oregon licensed Landscape Architect or Enginef~E.SUBMITTAL RECIO [](Vicinity Map . NOV 26 200B ~ name, location, and dimensions of all existing site features including buih;Jings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use and required setbacks from proposed property lines. ' '- \~ The name, location, dimensions, direction of flow and top of bank of all watercourses \"\il\' and re uired riparian setback that are shown on the Water Quality Limited Watercourse M n file in the Development Services Department The 100-year floodplain and f100dway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps orFEMA approved Letter of Map Amendment o~tter of Map Revision [:;Yfhe Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Pro Ion Areas Map on file in the Development Services Department hysical features including, but not limited to trees 5" in diameter or greater when measured 4 V2feet above the ground, significant clusters of trees and shrubs, riparian are , wetlands and rock outcroppings oil types and water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table b. L~ Division Tentative Plan GYPr;;pared by an Oregon licensed Land Surveyor [J-Oty boundaries, the Urban Growth Boundary, and any special service district ~daries or railroad right-of-way which cross or abut the proposed land division G(Location and width of all existing and proposed easements on and abutting the . pyPosed land division Q"Boundaries of entire area owned by the property owner, of which the' proposed land division is a part, as well as dimensions and size .of each parcel and the approximate d;yensions of each building site indicating the top and toe of cut and fill slopes to scale G}(ocafon and type of existing and proposed street lighting, including type, height, and ar of illumination Location, widths, conditions, and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the .proposed land division. Proposed streets should also include approximate radius 'of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, _ ~ePtual Development Plan, or Conceptual Local Street Map. ' trocation of exi~ting and required traffic control devices, fire hydrants, power poles, ~nsformers, neighborhood mailbox units and similar public facilities [JJi~tion and dimensions of existing and proposed driveways c:zyLoca,tion of existing and proposed transit facilities ~tion and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails . ~ation, size and type of plantings and street trees in any required planter strip '. .' PRE-SUBMITTAL RECIO NOV 2 6 200B ~cation and size 'of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power; gas, t~one, and cable TV. Indicate the proposed connection points Gafhe locations of all areas to be dedicated or reserved for public use, with the purpose, condition or limitations of the reservations clearly indicated ~ trth-ruture Development Plan where phasing or large lots/parcels are . proposed as specified V-\I''';~ SDC 5.12-120 E. . . c. . ~rmwater Management Plan ~Prepared by an Oregon licensed Civil Engineer ,,~Planting plan prepared by an Oregon licensed Landscape Architect where plants are ~"(. ~osed as part of the stormwater management system g"Roof drainage patterns and discharge locations ~~ Pervious and impervious area drainage patterns . ..) \~he size and location of storm water management systems components, including but ~ not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater q~ty measures; and natural drainageways to be retained .. [tY€xisting and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) ~Amounrof proposed cut and fill Additional Materials That May be Required IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS DIS.,9J5SED IN SDC 5.1-120: . [Q( Proposed deed restrictions and a draft of any Homeowner's Association Agreement Additional plans and documentation for submittal of a Cluster Subdivision proposal as specified in SDC 3:2-230 Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Umited Watercourses (WQLW)or within 100 feet of the top of bank of any direct tributaries of WQLW A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present Where the development area is within an overlay district, address the additional standards of the overlay district If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 o ~~[] I [] [] [] q A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted P,fiiOf tQ,d~,vle'oJ!lmerit!D r Kt-i>uDI,III/"\l. 1\1;;" NOV 2 6 200B ~ ~ Where applicable, anyDiscretionary Use orVarian,ce as specified in SDC 5.9-100 and 5.21-100 An Annexation application, as specified in SDC 5.7-100, where a development is proposed outside of the city limits but within the City's urban service area and can ~ ~e served by sanitary sewer It( All public improvements proposed to be installed and to include the approximate time of installation and method of financing ,/ I , , PRE.SUBMIlTAL REC'O NOV 2 6 200B 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone car Springfield Official Receipt DMlopment Services Department Public Works Department RECEIPT #: 3200800000000000766 Date: 11/26/2008 .. 9:20:49AM Paid By GEOFFREY L COSSEN Item Total: Check Number Authorization Received By 8a"tch Number Number How Received Amount Due 346,00 $346.00 Job/Journal Number PRE2008-00070 Description CTY Partition Tentative Plan Payments: Type of Payment Check . Amount Paid tj 1002 In Person Payment Total: $346,00 $346.UU PRE.sUBMITTAL REC'O NOV 2 " 200B cReceintl Page 1 of 1 11/26/2008 Joseph M. Ferguson, PLS 2130 Daphne Street Springfield, OR 97477 (541) 747-4917 T-FcnrusonPLS@Comcastnet November 25, 2008 City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Subject: Pre-Submittal Application, Land Partition for Geoff Cossen Address: 2660.G Street Taxlot 17-03-36-11 #9100 This application is for a partition of property at Northeast comer of 26th Street and G Street. Proposed partition was subject of a Development Issues Meeting held June 26, 2008 ((ZON2008-00026). Documents submitted with this aoolication: 1. Application form, checklist, and fee of $346. 2. Narrative of the proposal, including explanations of compliance with SDC 5.12- 125, Tentative Plan Criteria, and SDC 4.2-105, Public Streets. 3. Copy of current deed and preliminary title report. 4. Reduced 8 Y, x 11 inch copy oftentative partition plan. 5. Three (3) copies of Stormwater Management Plan by Stephen Keating; C.E. 6. Draft language for deed restriction for redevelopment of Parcel Two. 7. Draft legal description for street right-of-way dedication 8. Seven (7) copies of the Site Assessment map and related documents. 9. Seven (7) copies of the Tentative Partition plan. PRE-SUBMITTAL RECIO NOV'2 6 200B CITY OF SPRINGFIELD VICINITY MAP PRE2008-00070 2660 "G" Street SITE _n_.'__ I I ( Ma p 17-03-36-11 Tax Lot 9100 \ P North t J "j) :c - ,.0 /' '" ST GST Gsr GST --J . a. :Ii H <d N I PRE-SUBMITTAL RECIO NOV 2 6 200B ..-- Pre-Submittal Application, Land Partition for Geoff Cossen Narrative of ProDosal This partition would create a new vacant residential parcel at the NE coiner of 26th and G Streets. . Existing and planned zoning for this property is Low Density Residential. Parcel One is planned as a duplex parcel to be served by driveways on 26th Street and G Street. The driveway locations shown on the maps are one option under consideration; the second option is a single double width driveway on G Street. Parcel Two contains the existing single family house and wiil have frontage and continued driveway access on 26th Street. The existing gravel driveway will be paved. Parcel One will not have sufficient frontage to meet SDC requirements on 26th Street; an application for Minor Variance will be included with the partition application. The surrounding area is a fully developed residential neighborhood. . All public services and utilities are available; additional 5' wide public utility easements are proposed along the east property line, and along both rights-of-way if necessary. . Overhead utilities serving the existing house will be relocated and a private utility easement across Parcel One to serve Parcel Two will be created on the final plat in a location acceptable to utilities. . Adjoining public streets are fully improved. Dedication of 5' additional right-of- way is proposed on G Street and on 26th Street; appiicant will sign agreements for future public sidewalks to be constructed when additional right-of-way is secured from adjoining properties. . Two duplex designs are being considered: One would have separate driveways for each half of the duplex, as shown on the maps. A second option would utilize a single curb cut on G Street with two adjoining driveways. . A walkway to the front door and a new driveway meeting SDC requirements will be constructed for the existing residence during the construction of improvements on Parcel One. o The shop building cannot be used as a garage. It has no foundation, and has a wood floor 1.6 feet above the ground. . o There are no significant physical features affecting this property or ~th the potential to impact adjoining properties. . There are no water courses, wetlands, riparian areas, or unstable soils affecting the property. . The property is served by two existing streetlights on the west side of 26th Street, across from the southwest and northwest property comers. Gradinl!: and Paving The property is flat; no grading is necessary other than typical foundation excavation. The existing house drains to weepholes in the curb, as will the proposed duplex. The public storm system has sufficient capacity (See analysis by Stephen Keating, C.E.) PRE-SUBMITTAL REC'O NOV 2 6 200B Pre-Submittal Application, Land Partition for Geoff Cossen . , Comnliance with SDC 5.12-125. Tentative Plan Criteria (responses are in italics) A. The request conforms to the provisions of this Code pertaining to lot/parcel size and dimensio~. These standards are in SDC 3.2-215 Base Zone Development Standards Standard Minimum Parcel One Parcel Two Area, Corner Lots 6,000sqft 6.422 sqft N/A Area, N-S Streets 5,000 sq ft N/A 5,278 sqft Frontage, E-W streets 45' 90 ' N/A Frontage, N-S streets 60' 45' * 85' Parcel Coverage 45% (Max) Vacant 28% Building Setbacks Front Yard 10' Vacant 8' ** Street Side Yard 10' Vacant N/A Rear Yard 10' , Vacant 10' Interior Yard 5' Vacant 5' south side Garage/Carport 18' No existing garages or carports Accessory Structure 3' The shop is a minimum ,of 5' from existing or proposed parcel lines. *** * Minor Variance application will be included in the tentative app. ** Sample language for a deed restriction is included in this application. *** The existing shop has a vertical door but cannot be utilized as a garage.. It has a wooden floor which is 1.5' above the ground and cannot support a vehicle. PRE-SUBMITTAL REC'O NOV 2 6 200B Pre-Submittal A-pplication, Land Partition for Geoff Cossen Comnliance with SDC 5.12-125 (cont) (responses are in italics) B. The zoning is consistent with the Metro Plan diagram and/or applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. . This property, all adjoining properties, and all properties within 400 feet lying west of 28'h Street are zoned Low Density Residential according to the City's on-line zoning map. C. Capacity requirements of public and private facilities......shall not be exceeded and the public improvements shall be available to serve the site atthe time of development. . . The site is served by public wastewater and stormwater systems, and abutted by improved public streets on two sides, All public utilities including natural gas are available to the site, Public utility easements are proposed for the east 5' of the entire property to cover the existing power poles and wires, and wherever else requested by the City or utilities during the review process. Utility services to the existing residence will be relocated. Private easements will be created as needed in locations acceptable to utilities, A Stormwater Management Plan prepared by Stephen Keating, CE, is included in this application. The existing residence and the property to the north (821 26th Street) are served by a common wastewater sewer service line. A 5' private wastewater easement will be created on the final partition plat to benefitS21 26'h Street. .', D. The proposed land division shall comply with all public and private design and construction standards contained in this Code and other applicable regulations. E. Physical features....; open spaces; and areas of histone and/or archaeological significance... .shall be protected as specified in this Code or in State or Federal law. This site contains no significant open space or vegetation. There are no creeks, water features, drainage courses. wetlands or riparian areas. There are no. steep slopes (maximum slope is 1.3%), rock outcrop pings or naturalfeatures, There are no historical designations on the property or buildings, and the site is nqt within the Washburne Historical District. PRE-SUBMITIAl RECIO NO'( 2. 6 2008 Pre-Submittal Application, Land Partition for Geoff Cossen, Comoliance with SDC 5.12-125 (cont\ (responses are in italics) F. Parking areas and ingress-egress points have been designed to: . Facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion . Provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas . Minimize driveways on arterial and collector streets as specified in this Code; . Comply withODOT access management standards for State highways. The duplex has not been designed yet, but two viable alternatives have been developed by the architect. One utilizes separate driveways as shown on the partition and site assessment maps. The other alternative is to have a single double width driveway with garages between the two living areas. With either option, the existing curb cut on G Street will be relocated. Proposed right-of-way dedications and public improvement agreements will allow for future construction of sidewalks, improving bicycle and pedestrian safety. The property is bordered on twosides by public right-of-way, and by developed single family residential parcels on the other two sides. There are no opportunities to provide either bicycle/pedestrian or vehicle connectivity in addition to that currently provided by G Street. The nearest transit service points are located at 28th/Olympic or 14th/G Street. No access to or impact upon a state highway will result from this partition. G. Development of any remainder of the property under the same ownership can be accomplished as specified in this code. There will be no undeveloped remaining property. H. Adjacent land can be developed or is provided access that will allow its development as specified in this Code. ' All adjacent properties have access to public right-of-way and utility service, and are fUlly developed. I. (Not Applicable -this land is within City limits).. J. (Not Applicable - this property is not currently used as manufactured dwelling park or mobile home park and none is proposed.) PRE-SUBlvm fAL REC'O NOV 2 6 2008 Pre-Submittal Application, Land Partition for Geoff Cossen Comnliance with SDC 4.2-105. Public Streets (Responses are in italics) A. General Provisons I. The location, width and grade of streets ...... Standards inA.l. apply to new streets. No new streets are proposed with this partition. There is no opportunity to extend public or private streets with this partition, and all adjoining properties are developed single family residential lots, 2. All streets and alleys shall be dedicated and improved as specified in this Code. No new streets are proposed. Right-of-way is being dedicated along both G Street and 26'h Street. Existing streets are improved . 3. Development Approval shall not be granted where a proposed application would create UDsafe traffic conditions. No unsafe conditions will be created Both new driveways will be o,nto 26th' Street, a dead-end street, resulting in no new traffic conflict locations, Existing residences prevent the extension of 26th to the north. 4. A developer may be required to prepare a Traffic Impact Study........ This proposal will create two new dwelling units and does not require aTIS according to the criteria in subsections a. b, or c B. Streets shaD be dedicated through the approval of a subdivision plat, or by acceptance of a deed when approved by the City for general traffic circulation as specified in the Metro Plan and the Transplan. Additional right-of-way will be dedicated by deed A draft legal description is enclosed with this application. C. (Table 4.2-1, Street Right-of-way and Curb-to-curb Width Specifications) Both adjoining streets are improved Existing structure in G Street is 32' paving in a 40' wide rlw; in 26th Street the structure is 27' wide paving in a 30' rlw, An additional 5' ofrlw is being dedicated on both streets which will provide room for curbside sidewalks. D. Functional Classification of Streets. (More of a statement than a criterion). E. Dead-end Streets No new streets. dead-end or through, are proposed. 26th is an existing deadend street with a modified hammerhead turnaround. This partition is unable to modifY the status or desjgn of 26th Street. PRE-sUBMI1TAL RECIO NOV 2 6 200B ~ " ;1/"1 ~I ~I il ~ MAIN$T '" ,VICINI,YMAP ~f.KlTTOSCAlE ,. ~ SClJ.EI'o,O' l!5C G STRUT TIl1 Lor 19QOO ~ o'.n~' I , I , I · ,,~ r' ~ . TA1LOT'9ZOO 8Z116T~ STREET . . . 't. :c<ll'ifWAY: ~, I "''''~ ~ · ,""","," ,"~~i I ,T! ~,' ~ ~~t7/ II "" l.p ~?1JPI" f' ~~'m I" t" '(:::ii"J PARCEll ~ I ,t/lr- ~~_ ~1~,,~27a SQ, FT. # l' /l@\ I Jl ~/ I-t=-w~.~) ':i~ /~ !~ 'I~ ~I II ~ 1.0 i'I'~ 'N !!: I -to Riw --1. Il~, , i !I-" ---':'7'~.Vil>li~ 11 s;:: - 1i j -I , ll--- ~ "" '\ , . . '<1>,\ . . ~I PARCELl 61.22S0FT,#<y "- '\ I I '",---,-''-4-- '\ . ,'RIiII DEOICATI~ 9D,I'R(;P(f;Ell. '..d.. ,I se~~-:OO-:-;;------:~~~~-~;-oo-:---"\.~ '_'~..-'-;-"'~:-~' '-'. 'I mSIf{;~I~E~A"-~_~1 ~ -Vt/{j """"~ __1_---''',_-:-:1 ---:J;,0: ';II{'; !',.OO:;I1ETE r-, _ '!Ii'J ':JIf., ~ F~~~~V~ i~ nGn STREET Flt~~\'~ ,111 ELE'loI,6i I ~\I_~_W_W~Wi0J.6H ft., ~ "~.OO' PRE-~umvllrrAL RECIO NOV 2 6 2008 ~!9'sa'X"E 80.00' GARS0NLAI>E Ci.l.oE.S.\C ,oI.C' lAXLOTrlCI~ 26BIG~U;. N8'l.~'DO'!' 110,01:: 120.00' TOlI.lOltlCZOO 11>8~ G STREET . . ~ 12Me' " I DRIWWAY I. ~ i: _lO.:1~.TE_I~wu,.l_l ~ ~ . b W - w 4--, ---==-- "'. S",f!lE.m I.!VJi RIHELE~..~_Q T~~ LeT IIIZifJ S_I~W-W-- "I 1'-" ro' ZtTHf'tAU (ltlIf'I'RO\IEOI TAlLOltlllc'O 1 lI>LS,STREET TAXLOT.'IJOO 2tt.SGSIREET fORMWA1ATSwtiR-lRCflOT) 0' ~II[I'IAV ~ TENTATIVE PARTITION .. GECFF B ELlZABETHCOSSEN TAX LOT 17-03~36-11 LOT #9aoO SITE ADDRESS: 2660 G STREET. SPRINGFIELD OR NOVEMBER2Q08 (PRE-SuBMITTal APPLICATION) NOTES: ,. ELEVATIONSBASEDClNCliYBENCHMARI'\:~6UICHISELEDSQ\.AREDNiOPOF CURB@SWCO"JER26TH(SDUTHBOJ\'D)ANGGSTREETS. NO AD,..o,NI~G PROPERTiES ARE OWNED BY THE APPLICANT. N:AREST FIRE HYDRANT IS~IG' WEST OF ThE SW PROPERTY CORNER. ON SOUTHSIOEOfGSTRfET NEAREST TRt..\lSIT ROUTES ARE AT ,8THtOLYMPICTO TIf NORTH. AN.o I~THIG STREET TO TI1EWEST. P~OPERTY IS SJlJ:'C1 TO UTILITY EASErfNTS GRANTED TO MOLNTAIN STATES POWER COMPANY IN DOCUMtNTS RECORGEO MY 2.l, 1941 RECEPTION NO,99579.AND.~CORDEDDECEreER9.194S,RECEPTIONNO.82131. ~WDRI'IE\\'AYFOREXISTINGHOL'3ETOBECONSTRUCTEOWI~DEVfLOPi'ENT OF PARCEL ONE. PAV,~G STONE WALK TO F.~c,~T DOOR OF EXISTING HOL.GE TO BE CONSTRUCTED WITH DEVELOPMENT OF PARCEL ONE BOTI-i 26TH STREET ANCG STREET ARE SE'?IEO B'f 90 WATT LPSSTREET L1~TS. THE AFPLE TREES AND 6'OECiDUOUS TREE WILL BE REMQVED. A PRI'IATE SEWER EASEMENT WILL 8ECREATEO l!NTHE FINIILPLAT FOR THE WASTEWATER SERVICE T0821 26TH STREET. IF NEEOED. MAXIMLMHEIGilTCFEXISTINGRES'DENCEISI7'A80VEGROUNO. THISPRQPE,HYANDADJOIMORSAREZONEDLOWi)ENSITYRESIDENTlAL. c. 5. b. I. B, 9 10. II. 11 LEGEND ~SE"'IICELI>(S SI'IS SiCRMiiAT<HPIFl:' ~.1fS WIISTEWAlERPIPE WATERLINE fiI S1C:llI1WAIEl<tAT01BAS'tJ REHEWALDAliUJ31M RIW l'lJlUCSTRfftRlGlfU.f.I'iAY ROOf'~S/'I)..ITh @ WA';TEiIAlUImI>NWl @) JTllITIP'.l.E -$- IJILITYPCU~1TH901'l..TTLl";5<J;fE1LlGHT CH/oINLMFf'-O: WOCi!Ff~~' ~ WATERVI.LVE 1SI WAlfRI'ETER ~''''' o MAffi(U JOSEPH M. FERGUSON PROFESSIONAL LAND SURVEYOR 2130 DAPHNE STREET SPRINGFIELD, OR 97477 (541)747-4917 ':~"'~ KEATING ENGINEERING LLC 159 EAST 16TH AVENUE EUGENE. OR 97401 (541) 242-0613 STORMW A TER RUNOFF CONTROL FOR 2660 G STREET - SPRlNGFlELD NARRATIVE The owner of the subject site wishes to develop two residential parcels from one large existing lot on the NE comer ofG street and 26"' in Springfield. An existing modera1ely sized single family home is on the existing upland pariition area and is surrounded by similar residential uses and developed urban infrastructure. A scoping sheet was supplied by 1he City of Springfield (Appendix A) identifying required study i1ems. To address 1he stonnwa1er issues on the site, the following requirements must be met: 1, A drainage study must be prepared in accordance with SDC 4.03.2 as a "small" study, including the following: a. A written narrative showing the proposed drainage system b. A hydrologic study map of the basin area (n this case, the pariition) c. Hydrographic calculations are based on Rational peak flow method for a'2-yr stonn per 4,03.3. for flows of less than 5 CFS d. Pipe size calculations, flow lines, and genef!ll arrangement. Due to the prospec1ive nature of the pariition and the lack ofa definite development plan, the piping design will be relatively generic, but will address the requirements for slope, depth of burial. and capacity. 2. ' A drawing showing existing and ,,,vl'v,ed contours as submitted by the surveyor for the pariition, 3. The loca1ion of any private stonn water easements, as submitt~d by the surveyor for the pariition, Due to the size and nature of the proposed use, no pre-trealrnent is proposed and the Best Management Prac1ices for the site are limited to ordinary housekeeping tasks (containment of motor oil and household chemicals) and are not a pari of this study. SYSTEM DESIGN The following page is excerpted from City mapping, showing the rim and approximate flow lines of 1he existing stonnwater system adjacent to the study area. The existing building is proposed,to be connected to the street via 4" diameter piping to new curb weeps in 26" street, and the existing driveway will be sheet-drained to the gutter. The pariition area that is proposed for future development will be connected to the curb aJong G street; also with a weep. This results in the most easily maintained and conveniently monitored system design with the leaSt impact on City piping systems. Piping gradients of I % extending from the most distant comers of the buildings to the curb will be achieved by adjusting the site grading to incv.l'v....e sufficient elevation to provide cover to the 4" piping together with sufficient slope provide positive flow to the street. Driveway paving is to be graded to drain to the gutter on the new building area, whereas the existing driveway sheet drains to landscape areas and is infiltrated into the uriderlying soils (identified as Coburg type CL with moderate 10 low penneabiIity), . HYDROLOGIC STUDY-MAP PRE-SUBMITTAL REC'O NOV 2 6 200B ~ Below is data from City mapping, with 1he site identified and city piping as indicated '.... " I" I'~ -.J . , ',' ., c.... I J' '~I ' _ L 2+~'~.J" I 1'--' ',-1"--------- - I 269~ ''), /__-.....-....... ~ L-Jl I 1---:---' \ d"L'i~ - "~3~ _ , . ~ /'--..,(,'1". 4a3~ I, 1 I ,5M.I+I) \ Ltr ~-'), ",' ~~W~~ .1 "'20~25r ~~r _..', ~~\! ? . ~ ~ -11 i"1 r-- '\ ~'JIc...--CON-a1\ I ^ W'I':- ~~~*"'.""'. ~ J~ ;:--";--1"+84!-:- ~- " I '<tj__ -J ~ ~ 1\ ,~J--"'49Q...q~=-~I-,-----.JOO!""-'_cL J I... 1j;:A283J7 '.x rIa" .1717 I t-~2681 ,,"0'~, 494.;,;:\:::1 1 (~I I ~ ..,i Ii' ') c~" b I /"'~\;'~r----->2:(t;:,~"L~.-.... I + I L I 2"\'fL- -" ", (.",__ ( ,D ~./t-""7LD",:jT;o~'-! '-'~I :_~' ;:;:;;~I ,J.A I', "'---- ~~. J\ I 'i~.<7~ (, I, /' I 26~i Rim,1473.r 6' !--'. .031 r '-~IJY) L_._ 'Z 0 IJ ,)--,.,,- , I ,;-; L aeplr. 3~, i' -- ' '_ ' ~ g f;1 I -OT~~ ~L 71\ /1 '-O'I'tOo.iooovv"",:"""", r 1,-[-.., \ C'>l J-~-=-I' \i .L - J- t _ ,.!- -' __,' /I i, X47~~} _I .. II -1'(\ I, . r:. 26S0 . f'~ (II ~ \ I ci[ i i! ""0" r) ~I. I\! 2680im,q x "'i no' ~! .001 )', _otO! ';,Jf')c '. ~,'( II'~'" ~ I h, i !.. -. ) , ,-, ,J I ",. ~ r-'- '--l...- ~ / I lit 011 ~ /' ) -\1\ 'if" 406 "......... (~l. IS6 j'B\ci;' 2~ffJ1a"706 '~'-/~I~"'.::':: x Ii T1: 471.074- 1~05, " ~) ~pth: 71 I I [?1'<[;/ '2~'r; ~I i th: 7' I I N ,,<:.a::> -""" r--: 0" 00-'-000 J--"', -- . 7c:..!., ~i OO~ODO _.' _ ~!., I~ . 1~!1:;\ \ I '-.;,') I' i'F J 1,~~;.:;: I. I m+ ~_I-.1l I b ~ f::f.J~ '~~~+- -3h:..:gt-T 1JGON-l~:'"''''I_ Q3-'IJ 'I '>..(j';'.~ INN I Jt.t 'L~:"';;' \ , '-30Li' J.' V-.' I ~l--I L r ,.. !r - c- "":;- ~ ~ ~~ L .J.Qo~ 0 ~ H'" l04 '. .' -~ - il-l----:33SQ:-- ;;---------- '-J ~ B 180. j.. h"'~" FL468.5 R~t.~471Jil.3' ~_ X ".qQN~B" 1 409FT UM;. 10~ '~~y'_:J;:1 I 404-;-ae~331r-:C.>---~ --------______C\' " "I I a~~\::~4~~6",;,9""'}O'\\ I -pro1.- T11;'Ir. ;f:~L----'I'-; ~T:I '''\ \!~~) ~~l~-~(jH---\A,I-,- - b:t ~- -I' lt~'l- r'. 1 00 - r-- -II I ' 2565/1. .J 2705..~r[;\ 27'[ I 272~" r" . ..' I i~ ';,.,"1. < ) ~l=: I ~>-cf,l: 1-!~;~ot1fI'tJ\~ I~~)J-' fl~~~~r.~~'-L! ~)IIJI'llilSM} ,. L. r ...._ ......' ( I, I . ).,--+----..--r~ ...-f"'- ~ 0 .-. (I K I + Rim. A curb inle1 exists on the SW and SE corners of the subject site, and a developedstree1 with curbs and gutters eX1ends on both frontages. An existing 8" concrete stonn sewer pipe flows to the west , OVERFLOW CONDITIONS It is presumed that a 25 yr event will equal the capacity of the existing municipal stonnwater piping systems and in 1hat event, water would collect in the curb-side gutters, and on lower lying portions of the site. No in1erior areas of buildings are impacted by a 25-year slonn event The capacity of the 'on-site piping, at 0.80 CFS, when split between two nearly equal pieces, will not exceed 0.40 CFS. The minimum piping capacity for 4" pipe a1'a gradient of v,% would be as follows (using Manning's): Diameter ~ 0.330 ft Flow Area ~ 0.0855 sq-ft Wetted perimiter ~ 1,037 ft Hydraulic radius ~ 0.0825 ft , The Flow Capacity is 0.155 cf, The flow velocity is 1.81O;fps This condition would exis1 as a worst-case where the inle1s to the stonnwater drainage piping were approximately I It above the gutter flow line, and the gutter was flowing full, This indicates that the capacity issues in the private system are transferred to the city system in a 25 year event, with no detention on site, ' PRE-SUBMITIAL RECIO NOIJ 2 I) 200B '" . HYDROLOGIC CALCULATIONS Using rational methods for Q, where Q~IA C~,98 for roofs and paving, C~,61 for landscaping (SCS curve no for open space soil group B) I~3.33 inlhr ' A~ O,3ac For a lot coverage of25% for pre-development conditions, weighted curve no (.25*.98)+(.75*.61) ~ .70 Pre-development runoffQ~ O,70*3.33*0.3~ 0,70 CFS For a lot coverage of50% post-development conditions, weighter curve no (.50'.98)+(,50*.61)~ .80 Pos1-development runoffQ= 0.80'3.33*0.3~ 0.80 CFS CONCLUSIONS The additional flows from the subject site (0,10 CFS) are distributed to the city system, and a 25 year event is not detained. " .--' ,- , J j,/['---7-\'/~ ! iif ",<-'I,'-9,!,;Q'i-s , '11'.",0 I'll"!. \<0_ ' I~ -I... "" --/;\/--7::: Xi' "'-'h~'218 PE1'~1'" /1)/ III/~' i'w-\c./( b 1/.0 )'~J.SG N ,\ . fu;.A ',- . (j, / ~/ ~F', -,,,"';' ,,-"'" \ ) ( ;YE~ G 'f.,S'<- \ -EXP'6'30,2009 \ PRE-sUBMlHAL RECIO NOV 2 6 200B Pre-Submittal Application, Land Partition for Geoff Cossen Duildin!! Restriction (Draft for Citv Review' Recitals I. Geoff and Elizabeth Cossen (DECLARANTS) are owners of property described on the Statutory Warranty Deed recorded December 7, 2007, Instrument #2007- 081091, Lane County Deeds and Records. 2. DECLARANTS have partitioned said property, as platted and recorded in Land Partition P A . Lane County Oregon Partition Plat Records. 3. The existing house on Parcel 2 of said partition does not comply with minimum requirements for front yard setback distance as specified in Springfield Development Code Section 3.2-215. Now, therefore, DECLARANTS hereby declare and place the following restriction upon said Parcel 2: No reconstruction of the house on Parcel 2 of Land Partition PA Lane County Oregon Partition Plat Records, shall occur unless said reconstruction meets all setback requirements specified in the Springfield Development Code in effect at the time of said reconstruction. This restriction shall remain in full force and effect unless waived or modified with the approval of the Planning Director of the City of Springfield, Oregon. PRE.SUBMITTAL REC'D NOV 2 6 2008 , Pre-Submittal Application, Land Partition for Geoff Cossen Lwal Descriotion for Ril!ht-of-Wav Dedication (Draft for Citv Review) Beginning at the southeast comer of the property described on the deed recorded December 7, 2007, Instrument #2007-081091, Lane County Deeds and Records, said southeast comer lying on the north right-of-way line of G Street and located by deed North 540 feet and South 890 30' West 440 feet from the Northeast comer of the James A. Ebbert DLC #74 in Section 36, Township 17 South, Range 3 West of the Willamette Meridian; Run thence S 89030' W along the north line ofG Street 95 feet to the east line of 26th Street; Thence north along said eastline 135 feet to the northwest comer of said property; thence N 890 30' E 5.00 feet along the north line of said property; thence South along a line parallel with and 5.00 feet eastefly of said east line of 26th Street a distance of 130 feet to a point 5.00 feet northerly of the north line ofG Street; , thence N 890 30' E 90 feet along a line 5.00 feet north of and parallel with the north line of G Street to a point on the east line of said property; thence South along said east property line to the point of beginning; containing 1,125 square feet more or less. PRE-SUBMITTAL REC'O NOV 2 6 200B '+t-- :' e PRE-SUBMITIAL REC'O NOV 2 6 2008 Fidelity National Title Insurance Company. 200 Hawthorne Ave., Ste. A-100, Salem, OR 97301 (503) 315-2000 FAX (503) 315'2012 PRELIMINARY RE;PORT TITLE OFFICER: Kevin Fiet ORDER NO.: 4608006004-FTEUG25 TO: Geoff Cossen Altn: 2660 G Street Springfield, OR' 97477 OWNER/SELLER: Geoffrey Cossen and Elizabeth A: Cossen BUYERlBORROWER: PROPERTY ADDRESS: 2660 G Street Springf~d.O~on 97477 efFECTIVE DATE: October 2,2007,08:00 AM 1, THE POLICY AND ENDORSEMENTS TO BE ISSUED AND THE RELATED CHARGES ARE: AMOUNT PREMIUM . Report Only $ 200.00 2. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A Fee 3, TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: Geoffrey Cossen and Elizabeth A. Cossen, as tenants by the entirety 4. THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE CITY OF SPRINGFIELD IN THE COUNTY OF LANE, STATE OF OREGON, AND IS DESCRIBED AS FOLLOWS: SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF FOOR0212,rdw Order No.: 4608006004-FTEUG25 EXHIBIT "ONE" Commencing at a point 540 feet North and 440 feet South 89 . 30' West of the Northeast comer of the James A. Ebbert DLC. No. 74 in Section 36, Township 17 South, Range 3 West of the Willamette Meridian, in Lane County, Oregon; thence South 89 . 30' West 95 feet thence North 135 feet; thence North 89 . 38' East 95 feet; and thence South 135 feet to the Place of Beginning, all being in what is know as "HOME ACRES" Ross M. Small's subdivision lying East of Springfield, Lane County, Oregon. FOOR0213.rdw PRE-SUBMITTAL RECID NOV 2 6 200B . Order No.: .4608006004-FTEUG25 , AS OF THE DATE OF THIS REPORT, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN THE POLICY FORM WOULD BE AS FOLLOWS: GENERAL EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any laxing 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. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession, 3. Easements, or claims of easements or encumbrances, 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 any other facts which a correct survey would disclose. 5. Any statutory liens for labor or material, including liens for contributions due to the State of Oregon for unemployment compensation and for wor\(er's compensation, which have now gained or may gain priority over the lien of the insured deed of trust, which liens do not now appear of record, SPECIFIC ITEMS AND EXCEPTIONS: 6. Property Taxes are as follows: Fiscal Year: Amount: Levy Code: Account No.: Map No.: 2008-2009 $1,426,14, plus interest, if any 19.00 0319291 17 03 3611 09100 7, City liens in favor of the City of Springfield, if any. There are no liens as of November 7, 2008, 8. Rights of the public and governmental agencies in and to any portion of said land lying within the boundaries of streets, roads and highways. 9. Easement(s) for the purpose(s) shown below and rightsinc/dental thereto as.granted i~ a document; Granted to: Purpose: Recorded: Affects: Mountain States Power Company, a Delaware Corp. UtIlities . July 23, 1941, #99579. Refe~nce is made to said document for full particulars FDOR039Q,rdw PRE-SUBMITTAL RECIO NOV 2 6 2008 Order No,: 4608006004-FTEUG25 '10. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a document; Granted to: Purpose: Recorded: Affects: Mountain States Power Company, a Delaware Corp, Ullillies ' December g, 1948, #82137, Reference is made to said document for full particulars 11. A deed of trust to secure an indebtedness in the amount shown below, Amount: $102,050.00 Dated: November 26, 2007 Trustor/Grantor G,.;;'"" Cossen and Elizabeth A. Cossen Trustee: Fidelity National nle BenefICiary: Mortgage Bectronic Registration Systems, Inc., as nominee for Sierra Pacific Mortgage Company, Inc, Loan No.: Recording Date: December 7, 2007 :-'~~_.Jing No: 2007-081092 END OF ITEMS AND EXCEPTIONS NOTES: A. YOU WILL BE REVIEWING, APPROVING AND SIGNING IMPORTANT DOCUMENTS AT CLOSING. LEGAl CONSEQUENCES FOLLOW FROM THE SELECTION AND USE OF THESE DOCUMENTS. THESE CONSEQUENCES AFFECT YOUR RIGHTS AND OBLIGATIONS. YOU MAY CONSULT AN ATTORNEY ABOUT THESE DOCUMENTS. YOU SHOULD CONSULT AN ATTORNEY IF YOU HAVE QUESTIONS OR CONCERNS ABOUT THE TRANSACTION OR ABOUT THE DOCUMENTS, IF YOU WISH TO REVIEW TRANSACTION DOCUMENTS THAT YOU HAVE NOT YET SEEN, PLEASE CONTACT THE ESCROW AGENT. Note: Any documents belng executed in conjunction with this transaction must be signed in the presence of an authorized employee of an agent, an authorized employee of the insured lender, or by using Bancserv or other approved third-party service. If the above requirements cannot be met, please call the Company at the number provided in this report. B. There are no judgments of record against Geoffrey Cossen or Elizabeth A. Cossen. C. There are no tax liens of record against Geoffrey Cossen or Elizabeth A. Cossen, D. The followin9 deeds have been recorded in the last 24 months: , Warranty Deed, Recorded 12/07/2007, Reception No, 2007-081091. No other deeds have been recorded in the past 24 months. l"'1.J"""u6doJ.rdw PRE-SUBMIHAl REeD NOV 2 6 2008 ! .!l ;J 1ft~! 1! W! J~.Il!' Jlbi! "5H ! ll'll..,S fJ A'!i! jP1i Jl15.~ . I~"~i.! 1.1 :!!. 1~ ., i~i~ ~B IIs":J '~n~ '-f bii ilq ill 'I ~! f IJi 1:1 i I fig il i~: 1,)1i l,~ . ll~j.d j1tb.' '1111 J ;i~n 1,1 !illl!i i~ J;II t Ii iiJ l;.!l ~11~~d;~ ii b~ II"~ f' u( ! ! UJ ill i.i~" il" ~ ~Ih !I1'1 )"5]1!IH I:! I~ 'l15iU i~ lJ:; s!jfi 11l~1 Ii II b~;<!B -li-~: i 1! . ,iJ!.Udi i 'I iJ ii 1111 i"f [ i 'fl :;..' ~iA'll !lil!d;ln!ll~ Ii ;1':1. ifi i I.ta Ii! 'nil" s~ ~ bne ~ i '" .!lid!J ~l! IUI.!l bB "I i I l' ~.!li~" ~'tIi ~ 15~ bln'fils d 11 ~1)1J SJ! ! 1~"Jl U~ J si -15il b~d Ii ~1!1 " I :hB~;h . . II p!lllllUI 'il! fI! ~!i.l!.o fB': t ;sh!1 BIb i! ~~."5~ H ~! .....!1I1i.. i~ :.' ~ '5bJlHI~~ si B ~l !hi ii ~ i ,I! Jl :' I~' ~1!JlIsb.!l~Hsji Jlir III ~ 1'!31' 11; . . ~~ fij~~ iif"U .fiil~;U~ it ~ : lfif lih ~~ !;ilfnIUiih; J:I J ~ 3 ';i~i: JI~ 9~ l!llni lil fi1i~...i~tdii JI! Jl ~ . i!i! ulii~l1u~...hn~s.lI.! t-a 5 ~ ,[1 a 'uh ~ ~u · "'.. '" J ~ I · '" 28 · of ~J !i I. of ii 8~ ~ . fJ G :5~ ~ I ~ ~ ~., ~1: tl i ~., II j ~~ II U i ~t! r iU i~ I ~ Uii II IJ ~lli U i. ii i f h I f iH~ Ii II ~tl ~I n i ~f f.e nil ~J rD I ,!Ib! ~f ~Jl ~ ill i~' t f.e I 11m ~ IlUI f Ii .. I r itl p if llib II it tIll ~i ~ i I r iL: ~ H q II iPl1jlq'i . i i1 'fit 11 j..j Hii! ff I = Jrll~ !~. I if ;~! d I..) II tl i f iLIII! ' 11 4LIl dJ-Idn i' Hi! ;11, it! d '1~ ,II ~:n I' l!WIIPf n ~ile; ',li.,1 :~~ II i 1111. iji1tiil H ~r !I.~.~-rtl :l1111.11li1i'Ji1 li~jflli!lli~1 :1!dh!iJI I ; Jh:.!1I11il 1l}llnl!1J "iil :III.! I ~ ~hlb!li!lh'i flm68!~;lI9IU~ t {h~ J~h,IU I ~~~~il~bUi i JU lad I . ~llt ~ oj ~ ,.., ~ oj ~d,.., ~ oj ~ ,.., ~ oj _0 e U :: U-lI 00 - ':X = <( = ;; ~ '" ~ -' ~ = eN ::> .0>- ;::) 0, ;nZ . c.LJI ,:::l:=:: n... '4 h"'.... S oloJo_..... l/ ~ .c ~ 8400 ~ e lf1e9 . 0.16 AC. " - - - .:: i S.36436 ~,8800 ~ S~; v looml~ _.. ' 'j' B900 . ! : j : ~ 18' 6Z 9000 8200 (j~ I 9300 .. . .. . 9200 ~ ~ , ~' ~ ~ ~ :I: .1-. ~ . , CD ~ 9100 t '. . ~ ~.. '. : - >-1 82011 C\J M' u' .... ar ~r ':. SO" -.......'H...ry~;';li1, ao. : . 12500 ' 12300 f t;; ~ ~ht\\'\ } ~ \j~\ ,~-~t;: f\~ T6' : ; }~, ~ I 12301 . ~~ . ZO'. eo" . . I ,00' a.J ~ , /-.,12BOO ~ 0.. ~ lq, 12100 g . ("It ~~~ '" - .. ! ~. ~ "'. ,.. 110" ~1l!1'.90'E .. -. /',', ",~ I 'l .. ~'~E- (n.'J ~- ~ i.' ~;o.;'" ""d<''' , _0'''''',1 i. ;:~~ '" 2 ~;,~ \ ~,,9904 ,,9905 '. 1000( " ... ~.." {3" to >~ , 9 ~ t: "',,> ~ I) '10' ~ \i Q 901.i<..'~ .... ~.' 4 5. S 4Pt-/. \...~ .("" d ~ INITIAL"'1;: ',., ~ . n . · 1 ~O'NT .~. 0, .;, 'Cc.....:.-. "..: J_GARSO~ .u..",.,_c'~a _ ~ _LANE.<. .. ' 10100/ ~ .'(110101-" .. 10ft;fW:~'" . ~ 1O.;~' 10102 3d, 101~~ (# 10104, . . ~0,22 AC I.l ~ ; ~, ~I' p': lit =-.e' I'~' ,-' ,..ay .... 70' ~ ,. To' . 7.- 10300 0 10500 ~ o .... Ni 10200 "' ~ . 1060C 0.23 AC ~ . . '.... 1/3' ..' ,.' TO' STREET ... To' ~' lOr' cr" . 10900 . 10700 Nf", ~ 0.17 AC. /+ d, I IJ"~' -. 10BOO ; 0.18 AC. 11200 11100 11 000 11304 'S3~ -! ~ 11300 0.51 AC. ...' T., r.' 11400 11500 .. .. ..! 1 jo~ ~ 303\113051 - --......- 'I FIDELITY NATIONAL TITLE COMPANY This sketch ahove is made solely for the purpose of asSisting in locating said premises and the company ll88UII1es no liability for variati01l8; if any, in dimensions and location ascertained by actual survey. Map # 17033611 09100000 PRE.sUBMITTAL RECID NOV 2 6 200B AFT"R Rf=CORDING RETURN TO FIDEI NATIONAL TITLE INSURANCE COMF'N,fY'OF OREGON 800 WILLAMETTE ST" #500 EUGENE, OR 97401 /Division of Chief Depuly Clerk RECORDING RroUESTEO B'i: Lane County Deeds and Records Fidelily National Title company of Oregon '\ 1~~1-~~1~~1 GRANTOR'S NAME: Joshua Baker and Rachael Baker 111111111111111111111111111 II I II "111111111111111 00961820200700610910010015 12/07/2007 02:36:42 PM RPR-DEED Cnl=1 Sln=5 CRsHIER 06 $5.00 $20,00 $11,00 $10,00 $46.00 GRANTEE'S NAME: Geoffrey Cossen and Elizabeth A. Gossen SEND TAX STATEMENTS,TO: Geoffrey Gossen and Elizabeth A." Gossen 2660 G Slreel Springfield, OR 97477 AFTER RECORDING RETURN TO: Geoffrey Gossen and Elizabeth A. Cossen 2660 G Street Springfield. OR 97477 Escrow ~o: 4607000927-FTEUG03 SPACE ABOVE THIS LINE FOR RECORDER'S USE STATUTORY WARRANTY DEED Joshua Bak.er and RachaelBaker. as tenants by the entirety, Grantor, conveys and warrants to Geoffrey Cossen and Elizabeth A. Gossen, as tenants by the entirety, Grantee, the following described real property. free and clear of encumbrances except as specifically set forth below, s~uated in the County of lime. State of Oregon: Commencing at a point 540 feet North and440 feet South 89 . 3D' West of the Northeast comer of the James A. Ebbert DLC. No. 74 in seelion 36, Township 17 South. Range 3 West of the Wil1amelleMeridian, in lane County, Oregon; thence South 89 0 30' West 95 feet; thence North 135 feet; thence North 89 0 38' East 95 feet; and thence South 135 feet to tM Place. of Beginning, all ~eing in what is know as"lJ-ome .Acres" Ross M: Small's subdivision lY1ng East of Sprlngf1eld, Lane County, Oregon. Subject to and excepting: Covenants, conditions. restrictions. easements, agreements of record. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT. THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS,:IF ANY, UNDER ORS 191.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERlY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR .ACCEPTlNG THIS INSTRUMENT, mE PERSON ACQUIRING FEE TITlE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES, TO DETERMINE ANY UMITS ON LA'WSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 191.352. THE TRUE AND ACTUAL CONSIDERATION FOR THIS CON ORS 93.030) ~"'- f...!--~ . DATED: Nove'mbe~. 2007 <p ~NCEIS $136,165.00. (See JO~~ Rachael Baker ,M8J"", ----- SIale ol-eREGeN- r-:'~.tl~a..- COUNTY ofbne- ,n-I<a I.OO<;P... , . instrument was~ck~o;"led9ed before me on NOVEMBE~, 2007, by JOShUA Baker and Ra aelBakel. ,--A--f2...1. -.3l0llLd>"'- --;j) ~ ~L-i:~ ,ri..-)-1 ~;J. LA. - N lary Public - State o~ ~ ~(jjJCL M comn)is.si60 expires: PRE-SUBMITTAL RECIO NOV 2 6 200B ,""t, C thO F H h ' ,';1oio1""~'- yn la ' ug es !tr ~"'ff: Commission #D0397549 ~~4f, Expires March 16, 2009 'lilr,'(\' 8cv1<lsdTIO)'FalIl-NurBl'al,lnc. eoo-3S5-101g s'S 1ti t~ ~ 69 "-Culvert APPROXIMATE SCALE IN FEET ~ 500, 0 500 - -- ~ 0 25 0 U ~ 00 = = ! .~ ~ N W h' c:<l t , :2 NATIONAL FlOOD INSURANCE PROGRAM iClCl ;:;- :::> C) c;> ::z: ~ . t:; IU.I w FIRM. et:: ~ 0- >- ~ FLOOD INSURANCE RATE MAP ""ZONE LANE COUNTY, OREGON AND INCORPORATED AREAS 4- \I) PANEl 1181 OF 2975 36 <SSE Mot.P INDEX FOf'. PANELS NOT Pf'.INTliiDI ::OJ t:; ZONE X 1- w :..:\ :t: f" . ~-.J Q9 >- ~ ~ G st_ gj ~- NIJMBEfI.~ BIf!!! lI'iII'I<lFlEUJ, orr O~ ,,,.. ~ v..'ie.COlltm', lJNINCO~f'OfJ\TEC IJIW .... ~ t;; N I CITY I I D STREET I) : il. Federal Emcr~ncy Management Agency . , / MAP NUMBER 41039C1161F EFFECnVE DATE: JUNE 2, 1999 E STREET 74 '-' 0: o Of This I. an omclal copy 0111 portlon of tho lI.boYe rllf8renced flood map. II WSlS extracted using F-MIT On.une. This mop does not reflect changes or amendments vvhlch may have been made lubeequent to the date on the title block:. For the lateat product Information about NatIonal Flood lnauranoe Program flood maps check the FEMA FIOl:ld Map Store at ~,m.c,1em8.g01J - ~. I ~ l.O N 30' RIW 27' PAVING r .( EXISTING DRIVEWAY ~ .~ DECK "16( ClJ J · / 8' W _.~ p-~ - N 89'30'E 95,00' ~I ,-,.~- ,-- ~ 19' I I I PARCEL 2 5,278 SQ. FT, .....168,nr, EXISTING HOUSE ~ I :'oJ 5,5' SA 00 - -, 0 5'N5 , "G" I w w @}~lYJ ~'- ..,'. . , I:, :.. 'OJ L -;Y 'PROPO-SED - - ~ r I,..t 12'XI8' , ~ '). .D~I~E~~Y _ _ ~ c! ~ U) PARCEL I 6,422 SQ, FT, [i ~~.OE""'~ 'R" "'- /S 89'30'00' W ExiSTING DRIVEWAY ===L .. ..4. =WW5 WW5 5'N5 SHOP = '" II 9' r 6' rll1.,OO co co cc ..., IO,~I j _ J , 2Q.00' -1 28,00' J I ~ I ~ ~I '2 w -' V) "-w "-w <Ie>: . >- o;! ~ o = o 2 :I: " >- ::J o V) cP ~~'O' r - - - - , 90~: PROPOSED ~ -, Il'XIS' '" .'lnl\'L\"\I". '_1- ..,~.." I- .... I ~ 1. , , - 95,00' @) ~ WW5 . 5'N5 - FIL ELEV 1.61.,11 RIM ELEV:1.67.6 W. ~ STREET w w PRE.3!1~MITTAL REC'D NOV 2 6 2008 p \2.(..ZCOq, - t:::COTD f'C-E -y,l~ j\.\U;i/NG pPq2..T lE-f\.rr LO<,-;~ SITE ASSESSMENT . !!:' >- co ~, ~ FOR GEOFF ex ELIZABETH COSSEN TAX LOT 17-03-36-11 LOT #9800 SITE ADDRESS: 2660 G STREET, SPRINGFIELD OR NOVEMBER 2008 'G' ST. ~ "- :I: >- -0 ~ ~- ~ V) :I: >- -0 ~ :I: >- = ~ MAIN ST, VICINITY MAP NOT TO SCALE (PRE-SUBMITT AL APPLICATION) NOTES: I. THERE ARE NO WATERCOURSES, RIPARIAN AREAS, OR WETLANDS ON OR ADJACENT TO THIS PROPERTY, THERE ARE NO FLOODWAYS OR lOa-YEAR FLOODPLAINS ON OR ADJACENT TO THIS PROPERTY. THIS PROPERTY LIES APPROXIMATELY HALFWAY BETWEEN THE 5-YEAR AND la-YEAR TIME OF TRAVEL LINES ON THE WELLHEAD PROTECTION AREAS MAP, THERE ARE NO SIGNIFICANT PHYSICAL OR NATURAL FEATURES ON THE PROPERTY . THE THREE APPLE TREES AND 6" DECIDUOUS TREE WILL BE REMOVED WITH THE DEVELOPMENT OF PARCEL ONE. THE PROPERTY IS ENTIRELY WITHIN SOIL TYPE 32 (COBURG URBAN LAND COMPLEX) AS MAPPED IN THE NRCS "SOIL SURVEY OF LANE COUNTY," ELEVATIONS B~SED ON CITY BENCHMARK: 467,31 CHISELED SQUARE ON TOP OF CURB @ SW CORNER 26TH (SOUTHBOUND) AND G STREETS, ~ SCALE 1"=20' 2 3. 4, 5, 6, 7, ,J REGISTERED ... PROFESSIONAL LAND SURVEYOR ~. \. - ( JOSEPH M. FERGUSON PROFESSIONAL LAND SURVEYOR 2130 DAPHNE STREET SPRINGFIELD, OR 97477 (541) 747-4917 ON ., /EXPfRATlONDATE: IZ.:-",L-Z.~ !:,!5DA United States I:...,.....:.....entof Agriculture ~ NRCS Natural Resources Conservation Service "' " ' ...:.... ;: ". ~-' ~:~~, Custom Soil Resource Report for Lane County Area, Oregon (?~e'5 \ J I) 6,J qJ ~ \lj' A product of the National Cooperative Soil Survey, a joint effort of the United States D-r"':'" ..,: of Agriculture and other Federal ,,~".._:"", State agencies including the Agricultural Experiment Stations, and local pa.~':',.c;....J +:. if) , .' t~ a .,& .. , -'l Orogon La.. iii' . ~stL ,~ ' ~kE.\l1. ,j~I;iT"L REC'D NOY 2 6 200B Soil Map-lane County Area. Oregon N A -" 60 1020 .5 o o 40 ,;~ _:-_.Jt 270 bo LSlJA Natural Resources _ Conservation Service Web Soil Survey 2,0 National Cooperative Soil Survey 11/1112008 Page 1 of3 00 = = <--.J <0 "" :> r:> -~ ~ Soil Map-Lane County Area, Oregon MAP LEGEND Area of Interest (AOI) D Area of Interest (ADI) Soils D Soil Map Units Special Point Features ,'J Blowout 181 Borrow Pit );( Clay Spot . Closed Depression X Gravel Pit .. Gravelly Spot @ Landfill ^ Lava Flow .J. Marsh " Mine or Quarry @) Miscellaneous Water @ Perennial Water v Rock Outcrop + Saline Spot " Sandy Spot - Severely Eroded Spot 0 Sinkhole J1 Slide or Slip " Sodic Spot - Spoil Area () Stony Spot USDA . Natural Resources Conservation Service ill , Very Stony Spot WelSpot Other .. Special Line Features t:~~., Gully ::L;j Short Steep Slope I';A'"';; Other ,z....j Political Features Municipalities o Cities Q] Urban Areas Water Features ~ Oceans ~ Streams and Canals Transportation ~ Rails Roads "'"' Interstate Highways US Routes State 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 scale and printing scale, however, may vary from the original. Please rely on the bar scale on each map sheet for proper map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: hltp:/lWebsoilsurvey .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, Dec 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 minor shifting of map unit boundaries may be evident. 11/11/2008 Page2of3 i:l 4..) IoU I:l<::: :~ 1= 2: = :=> ." . ~ 0... 00 = = '" W ~ :> C> z Soil Map-Lane County Area, Oregon Map Unit Legend ',1 IM~pU~tt $y,~~ol 132 I Totals for Area of Interest (ADI) USDA 'Natural Resources ~,- Conservation Service Lane cou~ty Area, Ore~~~ (~t~6~7f ICObUrg:;a~~:::Plex I, . Acres InAOI I Web Soil Survey 2.0 National Cooperative,Soil Survey , ~1 r 3,11 I Percent of AOI I 100,0% I 100,0% I 11/11/2008 Page 30f 3 PRE-SUBMITTAL REC'O NOV 2 6 200B Custom Soil Resource Report Lane County Area, Oregon Version date:12/22/2006 1,:16:29 PM 32-Coburg-Urban land complex Map Unit Setting Elevation: 100 to 1,300 feet Mean annuat precipitation: 30 to 60 inches Mean annuat air temperature: 50 to 55 degrees F Frost-free period: 160 to 235 days, Map Unit Composition Coburg and simitar soils: 55 pencent Urban land: 30 percent Minor components: 4 percent. Description of Coburg Setting Landform: Stream terraces Landform position (three-dimensional): Tread Down-slope shape: Linear Across-stope shape: Linear Parent material: Loamy alluvium over clayey alluvium Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches, Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 toO,5? inlhr) Depth to water tabte: About 18 to 30 inches Frequency of ffooding: None Frequency of ponding: None Available water. capacity: High (about 11.0 inches) Interpretive groups Land capability classification (irrigated): 2w Land capab17ity (nonirrigated): 2w Typical profile o ta 18 inches: Silly clay loam 18 to 53 inches: Silty clay 53 to 65 inches: Fine sandy loam Description of Urban Land Interpretive groups Land capability (nonirrigated): 8 . Minor Components Conser Percent of map unit: 4 pencent Landform: Stream terraces 11 PRE-sUBMITIAL REC'D NOV 2 6 200B