The URL can be used to link to this page

Home My WebLink AboutApplication APPLICANT 7/31/2009 . City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Land Division Plat Partition, Subdivision . .. licant Name: B ron Roberts i, . PRE.SUBMllTAl REC'O JUL 3 1 2009 SPRINGFIELD ~. Phone: 686-9431 Com an : Breeden Bros., Inc. 366 East 40th Avenue, Eu Address: A licant's Re .. Daniel W. Baker Fax: Phone: 343-7243 Baker and Associates Surve ors, Inc. Fax: 343-7242 Com an : ~;" c 1574 Cobur Road PMB 144, Eu ~ Address: Owner: Same as A licant Com an Address: ASSESSOR'S MAP NO: 17-02-30-00 No Address 33.66 Pro osed Name of Subdivision: River Hei hts Phone: Fax: ," TAX LOT NO S : 700 and 800 Acres ~ S uare Feet D Description of If you are filling in this form by hand, please attach your proposal description to this application, Pro osal: Breeden Bros., Inc, is subdividin Existin Use: Vacant Tentative Case #: Associated A lications: Su Pre-Sub Case No.: t12.t-200 ~IT:a2-1 Date: 7 I o'l Case No.: A lication Fee: $ TOTAL FEES: $ Revised 1{1{08 Molly Markarian Reviewed b : 'PlL Date: Technical Fee: $ PROJECT NUMBER: PIU'2-Ol.:f' -otJD,/ 1 of 1 " . . . . Owner Signatures This application form is used for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. owner:~_~ Date: 7-Z'7'- r~ Byron Roberts 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 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: Date: Signature Print PRE-SUBMITTAL REeD JUL 3 1 2009 Revised 1/1/08 Molly Markarian 2 of 2 . . Land Division Plat Pre-Submittal Requirements Checklist NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. o 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 at the pre-submittal and submittal stages. ~/' Land Division Plat Application Form ~. Letter Addressing Conditions of Approval - lists and addresses each condition of approval, detailing the actions taken and current status of each item. o Nine (9) Paper Copies of the Plat stamped and signed by the surveyor. if Two (2) Copies of Closure Sheets for the boundary and each lot or parcel and all common areas, dedicated areas, and easement areas that are not simple parallel offsets. 0"" Two (2) Copies of Title Report or Subdivision Guarantee for the parcel being divided. The title report must be dated within 30 days of submittal at the time of the final /submittal. An older report is OK at the pre-submittal stage. 0' / Two (2) Copies of Each of the Reference Documents and Plats listed on the plat. a Two (2) Copies of Each of the Supporting Documents - the vesting deed (must vest title to the owner listed on the plat), existing easement deeds, and documents listed as exceptions in the title report, etc. Two (2) Draft Copies of any street dedications. Two (2) Draft Copies of Any New Easements or Restrictions being created by separate document, improvement agreements, maintenance agreements, joint use ingress/egress and utility easements, sewer hook up in lieu of assessment, and any other documents that will be recorded together with the plat or that are required by the Conditions of Approval. o Two (2) Copies of a Consent Statement (Concurrence) on the plat (to be signed by the lender prior to final approval) OR Two (2) Copies of an Affidavit of Consent by separate document is required from all Trust Deed, mortgage, or other secured loan interest holders against the property to be recorded simultaneously with the plat IF any public dedications or easements are being made and/or any other interests are being transferred to the public per ORS 92.075 (2-4). o Copies of Wetland Documents as required. o Copies of ODOT Access Permits as required. o Draft Copy of Bargain and Sale Deed for Reserve Strips - City Survey Section has a template. o Verification that Street Tree Agreement is in Progress as required. o Draft Copy of the Conditions, Covenants & Restrictions (cc.SIJBMITTAL REC'O required. 2009 JUL 3 1 Revised 1/1/08 Molly Markarian 5 of 5 . . Post Monumentation Deposit as required for subdivisions only. City Survey Section has current fee schedule and templates. o Location of Any Floodways in accordance with SDC 3.3-400. o Existing Easements Clearly Identified with Their Recorded Reference. o New Easements and Reserve Strips Referenced in Owner Certificates of Dedication and Purposes of Easements Identified on Plat. . o NOTE: When, as part of the approval process, the application has been conditioned so that the recordation of a document is required, the applicant shall be responsible for paying the Lane County recording fee for any such required document. Documents which may require recordation include, but are not limited to: Development Agreements; Improvement Agreements; Deed Restrictions; Future Development Plans; Easements; Joint Use Access/ Maintenance Agreements; and Dedications of Right-of-Way. Land Division Plat Submittal Requirements Checklist NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. o 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. The application, technology, and postage fees, where applicable, are collected at the time of complete application submittal. o Land Division Plat Application Form o Two (2) Copies of the Deed o Two (2) Copies of a Title Report issued within 30 days of the date Lane County will record the plat. o Original Plat on Mylar with notarized owner(s) signature(s) and signed surveyor stamp. o Copy of the Mylar on Bond Paper o Original and Copy of all Required Documents with signatures where appropriate. PRE-SUBMlTIAl REC'D JUL 3 1 2009 Revised 1/1/08 Molly Markarian 6 of 6 . . APPLICANT'S STATEMENT AND FINDINGS OF FACT FINAL SUBDIVISION PLAN FOR RIVER HEIGHTS SUBDIVISION CITY OF SPRINGFIELD, OREGON APPLICATION DATE: DRAFT APPLICANT Breeden Bros., Inc. 366 East 40th Ave. Suite 250 Eugene, OR 97405 Phone 541-686-9431 PROPERTY OWNER Breeden Bros., Inc. 366 East 40th Ave. Suite 250 Eugene, OR 97405 Phone 541-686-9431 TENTATIVE SUBDIVISION CASE NUMBER SUB2006-00006. TENTATIVE SUBDIVISION DECISION DATE May 2, 2006 PRE-SUBMITTAL REC'O JUL 3 1 2009 River Heights Final Plat Application Narrative Page I of23 . . ASSOCIATED APPLICATIONS AND DECISIONS Tree Felling Permit #DRC2006-0006 Hillside Development #DRC2006-005 LOCATION: Assessor's Map 17-02-30-00, Tax Lot 700 & 800 REQUEST: Final Subdivision Plan Approval I BACKGROUND River Heights is a tentatively approved 59-lot residential subdivision located on tax lots 700 and 800 as shown on tax assessor's map 17-02-30-00. The total project area is approximately 33.5- acres and includes approximately 23.3 acres of residential development and 9.7 acres of future parks and open space. II CONDITIONS OF APPROVAL Following is the list of conditions of approval for the applicable land use decisions. These conditions have been extracted from the Attachment "A" included with the City of Springfield File SUB2006-0006. Lot numbers listed in the following conditions reference the layout and lot number from the Tentative Subdivision Plat. The Final Plat lot layout and lot number has been updated to reflect the conditions of approval and final configuration of the project. For consistency, responses to the conditions of approval will reference the Tentative Subdivision numbering unless noted otherwise. PRE-SUBMITTAL REC'D JUL 3 1 Z009 River Heights Final Plat Application Narrative Page 2 of23 . . :iJiIS'A'[(J'Af;,TlM$. . "d"T'10/{:':71J1JfRO'ti:~tJ'JfI!):MJ3gI{}JT:.rB2bQ6;(jOooA :.1Uv.ERJiEjGHT$iSIN~1: CQ!Jbii'iQNSREQr!/.lkp;;)}F.QR FINAL PM'F 4PJ>fto.~AL /)F~.f1Ie.; .. . .0', ." i .C,(j)1!P0101;EQ .1f!:, 'INge, ['EX;[ OF . THE ,pEr:;:ISION(Sf:A1!., ,F~~Ij:J2Q(;.r:!!j;1~ [j1JRE!:fTA~PT;ICATIONSFOR .HILI:Sl[)g,~EV;Efq09:00o,5)ANP:;J ,: . , . ".1]fG'~(D!<:;2006"OQ006) .HAVE BEEN;APPRGfE 'ISION& FINDINGS7fNDCQNDITI0NS REOWREDuNDER . r;~ 2-C^, -'T')::',i:; ;;.' r<._ -,-~- ,~_- ><>:/';V:,:> ~ - L;:--JJJ/>)(i":;-'X":'i" _:_-!::-~,- ',v THOSEABPR . ..;/11,80. iJNCORPO%4T'ED;:INTO T.THE,,;;PARENrSUBDIVISION -:,' ';XL} .'_" _,','\ :, ','R\. ~;<c:) ~> - (M,:;:,:: ':,: ,,-~-~^,,--- ,,';;';::' :._.' ,ft-,<,::;;--~ _~ _ 'j, -_~ ,:.i'" "''''.> ;,\ ;:;;"L -- _,: ,:' _,:, ;;,; ,',' DECISION:. ,'AND. STED~,HERfi1!:f. ::ATTACHME!:fT'::':A'" '1NCWDES' CONDmONS "_', .-:":'",-: '.--: ---': _.:':' ,'.'."07\;:7. -:---J":-;./::':t.;;''--_'', _ _ _-',:_.-"))k<-f.-,,,:-~,1..; :i,.::).".... .......>:',....'.. ..,.,....,...'... .ESTABL,ISHI?D 1!QJ!{$I?fALL,:f)l!l1.L./c;ilJUid Sl!:Rll:!fill1I?l:Itj:)JjVE.I;,.Q.lllyfENT CODE CRrrERIA. A Subdivision SUB2006-0006 Conditions of Approval '~~'fiifititi~i:1,,~:~pi?j;iJq~':2'i.x":::,~ijl/(?ff~fJv.~m~'n!ifta.~hl1~s' consistent .wrihth~}i~gfn ,..,.. . . .. . .. e{llJJ!.:th.e. spriNgfield ':lI.i':;..k_0",j-__~':,...;-, ., . ?Fi~~Flf1ifiJ}lji1. ';">f..- .,.. Signs and/or pavement markings consistent with the Engineering Design Standards Manual and as required by the Springfield Fire Marshall will be completed during construction of the improvements for the project. . The location of the permanent traffic control signs are shown in the Public Improvement Plans (PIP) Transportation drawings. This condition will be met at the time of the final acceptance of the public improvements. The Final Plat and PIP have been revised to show River Heights Drive extending to the eastern boundary of the subdivision. This condition has been met. ....ck/i(alii'orC3,.fdme?Ein ;,;.~A ."+.',,,' ,'. ::':,-<.',::\'," i'. WaYfconl1~clbii;6U(1' \ ~.t!'~e.i:shaU 'F?~fb~; :dn,tne,BCI$t antkIJ.idg, . ". .. '. . . '. /'.";' ''1' 'iti ~'. :,......,.. ~"< ;'i1' );Qved}jrtne:CrE .JPJ!._..,....'J" .........IJi....... The Final Plat and the PIP have been revised to show Vitus Lane extending from River Heights Drive to the eastern boundary of the project between tax lots 601 and 600. This condition has been met. Because the staff report did not reference specific sub-sections of Section 7.05 to address, the Applicant has addressed all sub-sections of Section 7.05 of the EDSPM herein. Section 7.05 of the EDSPM states 7.05.1 Temporary Dead End Streets The tength of a temporary dead end street (due to an approved phasing sequence within a development) shail not exceed 1000 feet. Temporary dead end streets which are greater in length than aJ/owed by the City Development Code shail not be ailowed without a plan and financial guarantee (bond) that the street wiil be completed through to another outlet point within three years. The temporary dead end street shail be constructed with appropriate turnarounds for emergency vehicles. In addition. PRE.SUBMIlTAL REC'O River Heights Final Plat Application Narrative Pag<tlU<V~ 1 2009 . . temporary dead end streets shall be provided with a temporary. secondary emergency vehicle access until the completion afthe street provides a permanent secondary access. The only dead end street included in the project is Quarry Ridge Drive. A City standard cul-de- sac turn-around has been included in the PIP drawings. Right-of-way will be dedicated to the site boundary line. This condition is met. 7.05.2 Right-of-Way Dedications Right-of-way shall be dedicated as required to allow future street connection to abutting lands along Ihe boundary of the site. These shall be public streets and shall be constructed in conjunction with the development. This condition has been met as stated in the repose to Condition 2 and Condition 3. 7.05.3 Slope Easemenls Slope easements shall be dedicated along streets as needed for operation and maintenance purposes proportionate to the angle of repose of slopes and as needed for slope stability and drainage considerations. This condition will be met, adequate slope easements will be provided on the final plat. 7.05.4 Local Street Right-of-Way Right-of-ways shall be dedicated for local streets according to SDC Section 32.020, Table 32-1 of the Springfield Development Code. This condition will be met, all street right-of-ways will be dedicated with the recording of the final plat and will be the required 40-feet in width. 7.05.5 Field Measured Cross Sections Submittals of jield measured cross sections, extending a minimum of 20 feet beyond jill and/or excavation limits, showing the proposed street and the existing ground elevations shall be submitted with each set of the construction plans for streets. This condition has been met, cross-sections based on field gathered topography are included in the PIP drawings. 7.05.6 Details and Typical Cross Sections Details and typical cross sections with slope control measures shall be submitted with each phase of development. The development application shall also indicate the location and under what conditions retaining walls will be constructed A registered engineer shall design all retaining structures exceeding 30 inches in height. This condition has been met. Sheet G2 of the PIP drawings includes the typical street cross- sections. The Grading Plan included with the PIP drawings includes slope control details. Any retaining walls constructed as part of the PIP process or home building will be designed by an Oregon Registered Engineer. 7.05.7 Secondary Access Secondary access to each phase of a development shall be providedfor police andjire response. This condition is met. The project includes access from V-Street and from 37th Street. 7.05.8 Geometry 7.05.8.A Basic Geometry Unless olherwise authorized by the City Engineer, standard basic engineering geometry shall be adhered to. For specific design standards. the engineer shall employ the latest edition of the AASHTO 's A Policy on Geomelric Design of Highways and Streels. The local ion, width and grade of slreets shall be considered in their relation to existing and planned streets, to topographical conditions, and to the planned use of land to be served by the slreets. Grades, tangents. curves and intersection angles shall be appropriate for the traffic to be carried, considering the terrain. Conslruction specifications and design standards for private streets shall be Ihe same as for public slreets. PRE.SUBMllTAl REC'D JUL 3 I 2009 River Heighls Final Plat Applicalion Narrative Page 4 of23 . . This condition has been met. The streets proposed in the PIP drawings have been designed to balance the requirements of providing access to the proposed lots, traversing the required topography, and meeting the design requirement for very low volume residential streets. 7.05.8.8 Combination Vertical and Horizontal Curves Whenever a vertical curve, with an algebraic difference in grade of jive percen/ or more, is combined with a horizon/al curve, the engineer shall provide the City with numeric and graphical sight distance analyses. These analyses shall include the existing topographic features that are proposed to remain after development of the street, as well as any future features that may be expected or anticipated. This condition has been met. This requirement is only valid for crest vertical curves located on a horizontal curve; and where the critical direction of travel is on the inside of the horizontal curve. For the River Heights project the only combination curves that meet this requirement are horizontal curves "A", "B", and "D",(as shown in the PIP drawings). Numerical analysis have been submitted to the City of Springfield that demonstrate that for each of these combination curves the design vertical curve has been designed with a greater available sight-stopping- distance than required for the horizontal curve. The geometric design is sufficient for the very low volume residential streets proposed. This condition is no longer applicable. The LCLGBC deemed that an extra-territorial service extension was not necessary.[BRE EGRI] This condition has been met. The owner has obtained the required Union Pacific license agreement for the installation of the required wastewater pipe. This license was issued on February 7, 2007 by UPRR and requires that the City of Springfield execute the license by signing the agreement and returning to Union Pacific Railroad. A copy of the executed license is included as an attachment.[BRE EGR2] This condition has been met. The owner has elected to provide public wastewater and storm drain lines along the north boundary of lots 2-12. A 25-foot wide maintenance access has been shown on drawings C12, C13, and CI4 of the PIP. PRE.SUBMITTAl REC'O JUL 3 1 2009 River Heights Final Plat Application Narrative Page 5 of23 . . This condition has been met. All approved public side and rear yard easements will include restrictions that prevent installation of improvements that would impede maintenance access for the public system. Specifically, the CC&R's include language that all fences located across public easements shall include gates to allow access for maintenance vehicles.[BRE EGR3] The final plat includes reference to private easements and maintenance agreements for all shared private sewer lines.[BRE EGR4] An 8-inch wastewater pipe is shown on sheet C7 of the PIP, extended to the end ofVitus Lane to provide a future connection to tax lot 601. An 8-inch wastewater pipe is shown on sheet CIO of the PIP, extended to provide future service connection to tax lot 802. Public Improvement plans have been prepared consistent with Section 7.03.9 of the City's EDSPM. Specific design considerations for steep hillside development such as flow velocity, energy dissipation, turbulence in manholes and bends, and restraints on pipe movement have been addressed as described below. Section 7.03.9 of the EDPSM states; 7.03.9 Hillside Design Considerations Sewer design shali address specific problems and speciai design considerations for steep hillside development such as velocity, energy dissipation, turbulence in manholes and bends, and restraints on pipe movement. This section of the ESDPM is not specific as to the threshold of when special considerations need to be made, but section 2.02.9 of the ESDPM defines when additional design considerations need to be made for steep wastewater pipe slopes; Section 2.0.2.9 of the EDSPM states; When pipes are laid at steep grades in excess of ten percent, anchor wali shali be instalied to prevent pipe movements due toforces created by high velocil)lflows.... ... Where velocities greater than 15 feet per second are attained, the pipe material shali be ductile iron pipes and special provisions shall be made to protect manholes against erosion and displacement by shock. PRE.SUBMITIAl REC'O JUlpale16 ~P2~9 River Heights Final Plat Application Narrative . . The ESDPM defines that the design engineer shall incorporate special design considerations when wastewater pipes in excess of 10 percent and velocities in excess of 15 feet per second. Sections of wastewater collection pipes are proposed to be constructed at slopes greater than 10 percent. However, the peak design flow in no pipe run will exceed 15 feet per second. The design for the wastewater collectiofl pipe system has addressed consideration of steep slopes (greater than 10%) by specifYing that the upstream pipe slope shall be carried through the manhole and changes in pipe slope will occur at the outlet edge of the manhole. Additionally, pipe slopes steeper than 10% are shown constructed using the City standard concrete pipe anchor per standard drawing 4-8 with trench drains. Per section 2.02.2.A-I of the EDSPM the peak design wastewater flow rate from the proposed 59 single family homes is 60,000 gallons per day (0.09 cubic feet per second). Using Manning's equation for open channel flow with n=.009 and a slope of 18 percent the maximum velocity for the project design flow is 7.23 feet per second. All wastewater pipes in the PIP have been designed at less than 18 percent slope and will have velocities of7.23 feet per second or less. PRE.SUBMITTAL RECIO JUl 3 1 2009 River Heights Final Plat Application Narrative Page 70f23 . . Public Improvement plans have been prepared consistent with Section 7.03.10 of the City's EDSPM. Specific trench drainage measures to handle the flow of water in trench backfill have been incorporated into all trench sections with slopes exceeding 10 percent. The intercepted flow has been directed into an approved storm water facility. The PIP include instructions to the contractor that trench slopes greater than 10% shall include a perforated drain pipe that is connected to the nearest storm drain manhole or pipe. Additionally, City standard detail 4-8 has been modified to act as a water-stop and pipe anchor block. The final plat has been revised to include a public right-of-way extension of River Heights Drive to the adjacent Tax Lot 802 (refer to Condition 2) and a public right of way ofVitus Lane to the eastern boundary of the River Heights subdivision that is generally centered on the common property line between Tax Lots 60 I and 600 (refer to Condition 3). Public Improvements within these right-of-ways include storm sewer lines to the subdivision boundary. Please note, that consistent with staff clarification of Condition 15, the River Heights storm drainage and detention system has been designed to accommodate pre-development flows from adjacent parcels of land that have ordinarily flowed onto the River Heights project. <He '"i';~;>1;j~<, J,r-;j'''0YSbY;cc,:*' . '"... .':'.' ... 'T" ?W!Iw;thjJ'll~qRf.l:ry'Q\1Ine1;'()fTrq(!( 4 snail, ..',1;!rif/I;!$ld;,:rlJ,~tf..~J1,~b!i,.cgifXWill;prQv(iJe..rqIJ(ilJ;~ " !J.iif;/J.1!p,!J!!s,.t~f.'fV.infrt~~S'!J9diyiS'ion: .Allqlher' , "'-!lI(tbeR[~vi~~4i'?)l'ileeilr~~I1'jcTion f'Jil 'rl!ii{pilf.~f:g.fKil{~lIJf!w:.e1fq!;ts. , lL1~' " . ~,; This condition will be met when the City of Springfield provides an agreement to be signed by the owner. Agreements between the Developer (Owner of Tract A) and the City of Springfield and between the Developer and Willamalane Parks and Recreation District (attached) have been completed to provide for the maintenance requirements of Tract A. i . I PRE.SUBMITTAl REC'O JUL 3 1 2009 River Heights Final Plat Application Narrative Page 8 of23 . . :~'T.ji''"'~?:'':< .;.;c"';":~~::.""i-":'" :[BREEOR,~0'Qi1ai ".$ha)l1fj~.d~~T!fn i_' .;,_.",,\-,,,>> ";','C; 'f,~;';;'"('::';Ii":_' ,~quareJeetLdsc qf.Sjiffj"i(jCf C"::"" ;<',:"> ','>,' j"--"1 '.$tl1Q$tP.TdXL.ots, 6.QWa: The Stormwater system for this subdivision including the detention ponds have been sized to accommodate 3,500 square feet of impervious surface from each proposed lot as well as pre- development flows from off-site parcels (specifically including Tax Lots 600 and 801). It must be noted that all adjacent parcels are downhill from the River Heights project and historically have not had any defined stormwater runoff flows directed at the project property. The Storm water system has been designed to include separate storm sewer laterals to lots 45 and 46, consistent with Section 7.04.2 of the City's EDSPM. Lots #1-#12 have been provided a back oflot public stormwater consistent with the requirements of Public Works during the PIP approval. Lots # 19-#21 and #22-#27 were required by COA #24 to have a back of lot private storm drain pipe. A typical detail drawing showing an "individual piped dispersion system" for rooftop runoff for lots 30-35 is attached.[BREEGR6] This condition is no longer applicable. The roof runoff from the proposed lots 1-12 will be collected in a public stormwater pipe located along the north property line. A recorded joint use access and maintenance agreement has been placed on all private, shared stormwater lines and the lots they serve. (Lots #24-#31 and Lots #12-#13 and #15#16[BREEGR7] Maintenance access consistent with the requirem~nts of Section 4.12 of the City's EDSPM to the detention ponds has been provided via a perimeter access road as shown on sheet C 16 and C 17 of the Public Improvement Plans. River Heights Final Plat Application Narrative PRE.SUBMITIAL REC'O JUL 3 1 2009 Page 9 of23 . . The design for the storm drain collection pipe system has addressed consideration of steep slopes (greater than 10%) by specifYing that the upstream pipe slope shall be carried through the manhole and changes in pipe slope will occur at the outlet edge of the manhole. Additionally, pipe slopes steeper than 10% are shown constructed using the City standard concrete pipe anchor per standard drawing 4-8 with trench drains. Public Improvement plans have been prepared consistent with Section 4.04.D of the City's EDSPM, which states; 4.04.D Pipe Size I. Pipe from an inlet to the main line in the public system shall be a minimum of ten-inch in diameter. 2. Main line pipe shall be a minimum of 12-inch in diameter. 3. Service laterals for single family residences hall be six inch diameter. All other service laterals shall be a minimum of lO-inch diameter. The Public Improvement Plans have been developed with the minimum inlet to main line pipe size of 10-inches, a minimum mainline pipe size of 12-inches, and a 6-inch service lateral to each proposed single family lot. . Consistent with Section 4.04.EI of the EDSPM all storm pipes have been designed to achieve a minimum velocity of three feet per second at 0.5 part full based upon Table 4-1 and the associated "n" value. Table 4-1 prescribes a Manning's "n" value of 0.013 for PVC pipes. Below is the table based on Manning's equation for open channel hydraulics demonstrating the minimum slope for nominal pipe diameters to meet the requirements of 4.04.E I; PIPE FLOW Manning's MIN SIZE DEPTH n-value SLOPE inches inches n ftlft 6 3 0.13 0.0111 8 4 0.13 0.0075 10 5 0.13 0.0056 12 6 0.13 0.0044 15 7.5 0.13 0.0032 18 9 0.13 0.0025 21 10.5 0.13 0.0021 24 12 0.13 0.0018 , ., " PRE.SUBMITTAL REC'D JUL 3 1 2009 River Heights Final Plat Application Narrative Page 10 of23 . . Section 4.04.E2 requires analysis of pipes that exceed critical flow velocities for hydraulic jumps and the effect on down stream water levels at peak flow. The critical manholes for analysis are those that are at points where the mainline storm drain pipe is changing from supercritical to subcritical flow. This change in flow regime condition can result in a hydraulic jump. Critical manholes are MH3, MH2, MH28, and MH35. The table below shows that at these manholes the difference in elevation from the energy grade line to the structure rim exceeds I-foot for the 25- year storm event. If a hydraulic jump were to occur in the manhole the height would be less than the energy grade line. Manhole # Stann Event Supercritical Flow Summery HGL Freeboard Rim Elev (ft) HGL (ft) (ft) EGL (ft) EGL Freeboard (ft) MH03 25-year 486.73 474.65 12.1 476.75 9.7 MH21 25-year 484.59 478.39 6.2 480.71 3.8 MH28 25-year 481.56 478.70 2.9 478.72 2.8 MH35 25-year 537.89 524.32 13.57 528.04 9.85 The link and node table included with Amendment #1 to "Stormwater Calculations for the Privately Engineered Public Improvement Plans, December 2006" includes the water surface elevations for the storm water system for the 2, 5, 10, and 25-year storm events. Public Improvement plans have been prepared consistent with Section 7.03.10 of the City's EDSPM. Specific trench drainage measures to handle the flow of water intrench backfill have been incorporated into all trench sections with slopes exceeding 10 percent. The intercepted flow has been directed into an approved storm water facility. The PIP include instructions to the contractor that trench slopes greater than 10% shall include a perforated drain pipe that is connected to the nearest storm drain manhole. Additionally, City standard detail 4-8 has been modified to act as a water-stop and pipe anchor block. Public Improvement plans have been prepared consistent with Section 7.04.10 of the City's EDSPM. The standard drawings for development of hillside areas recommended in Appendix A in the Hillside Pavement Distress Study, 1994, by Dames and Moore have been incorporated into the Public Improvement plans refer to Sheets G3 and G4. PRE-SUBMITTAL REeD JUL 3 1 2009 River Heights Final Plat Application Narrative Page II of23 . . jeoriditi(jn7l2~~BFio/lorappVO{r(Jjlli.rt~inal Elal'tlieq}jplicailt'sfialfj:l =ari\fi&eptaole ff1ethod oj '" ~ ,; i- ~ P" j ~y r" ' " k b -'. ."__.: f:"-'",~:"", . ... 'aruilfafle 10r,lot$'7 - "This methOd shall include onirdfthefollOwing 'applicant shalllocute a privatel~ oW/1(\' 'iMd piped st/j;'~a{ertine, oll.dfip{lCantis jYroRe;!;' serving lois' . !9-i7z P/t~~ q}jp,," tiiEl el~p~i~a~~t;~~~!l~~!P~i~ifte?j,tln~~!n'taine~lwa!~. onapplk'anls' proplp:'lJ! .4''f,ryz,ng,1~ts)9:1J,'i" ..... " b~{1!11 sha71Illz~qJ.nef{ncun;~nc!.jJ<?/Il.f:!morO!acifte Rmlroad to ',construct Jt jjri~dlely,'p~riea,:P!:il''?f~l); irl!airui1if(et;! S}1!al~ 91J:!h,e'rail~Q/':~~lgh{-[!fway servin,g lols 19- 2}, ,Jflhe,~ppliedhi:~h~os~~o iii(;taJl asWal~:~fr~~~/io~~~~~, ;: " fQf !~? Slva,'e sizing should be mclu4?d,on'{71ep{qn:se,t,.;, . , 'j',. 0 .':':;'b :" ,'", h _, "v.' ,f,: For the revised lot layout this condition is applicable to proposed Lots 24-31. Storm drainage from Lots 24 through 31 has been provided via a privately owned, privately maintained piped stormwater line on property serving lots 24-31. Designs for this piped system may be viewed on Sheets C 18 and C 19 of the Public Improvement Plans. Public Improvement plans have been prepared that incorporate the groundwater control requirements of Section 7.06 of the City's EDSPM into the design. Because the staff report did not reference specific sub-sections of Section 7.06 to address, the Applicant has addressed all sub-sections of Section 7.06 ofthe EDSPM herein. Section 7.06 ofthe EDSPM states: 7.06.1 Embankment Restrictions Construction of embankments shall not be allowed on top of soils with a plastic index greater than 30, Plans for embankments shall show construction details for maintaining drainage to eliminate shrink/swell problems evident in adjacent developments. Laboratory testing of the native material demonstrated that the PI values were less than 30. 7.06.2 Persistent Flow Conditions All persistent flow conditions, except for any identified open water component of the conceptual storm water plan, shall be directed into the piped storm system. Preliminary work has not identified any persistent flow conditions. The Public Improvement Plans contain construction notes on Sheets G3 and G4 directing the contractor to direct any persistent flows encountered during construction to the public storm water system. 7.06.3 Longitudinal Drainage Systems The developer shall include longitudinal drainage systems along the uphill side of all streets constructed on cut slopes for each phase of the development. These drains shall discharge to a piped drainage facility. not the street guller. The Public Improvement Plans contain the standard drawings for hillside development as recommended by the Dames and Moore "Hillside Pavement Distress Study" and as required by Condition 23. These drawings are for standard "french drain" and seepage blankets. Sheets G3 and G4 of the Public Improvement Plans direct the contractor to construct these features on the uphill side of all street cuts and to hard pipe the drains to the public stormwater system. 7.06.4 Interception of Springs and Watercourses Saturation of the street subgrade and of building pads shall be prevented. Therefore, the project storm drainage system shall be designed to intercept and remove from the street structural section and street subgrade the flows from all known springs and watercourses, In addition. the flow from all springs and watercourses encountered during street and utility construction and lot pad grading shall be intercepted and removed, with discharge into the project storm drain system, The applicant's design PRE-SUBMITTAL REC'D JUL 3 1 2009 River Heights Final Plat Application Narrative Page 12 of23 . . engineer shall include an anticipated flow volume and rate from springs and watercourses on the site and shall size all elements af the starm drainage system accardingly. Preliminary work has not identified any persistent flow conditions. The Public Improvement Plans contain construction notes on Sheets G3 and G4 directing the contractor to direct any persistent flows encountered during construction to the public stormwater system. Any intercepted groundwater flows will be orders of magnitude less than the stormwater design flows and the proposed public stormwater system will be adequate. u :'.-,'__-_-F--/'----_:";---):--~,,_~~:'._-,,:'_-;_:"',,:"."::-,,,,;'.:,'--':"."'." --"',".,-",":'. ",_ _':~-t::-,---::_-:;_1;:-::__----){d-- -,' --~-:''"' _ ___ '" > :!9o.Yti1itit)nS"Kq,1;Jf1;i()5}dal!l?tlii~~:Qf~51!illfJIJli((iFfl" ,. 'CiV1~~!1iLCfn~Jt1Ci~~i~<<n& R~wp Qvetjlbw sy~tef!J ~Hf!.~,~~;~g~~~cte .. .,' '0 . . ... ~"1t~'!J...inarn .. rp!?rr9~~~~lJ~5fi~+9ity;~~g.il~errR;e, desifPl~.fhalr ;e~~9(/P!s!jp~1' .. ... ~tfn..J..+.;~tfiiliJ~1;'qn~,Wjg.~iiJi{!'.'dcf(Jl}#gn:j'edl1{Nissuch' qs :~l}lQq,@i'fi~i .. .. .....qJoiJ.priQr:.fQ.dj?ifhdr;giJ:lg)d.~'Q*ffJ."J!.qtl}!:'tt~cJlmentfacilttiel' At 12-inch diameter stormwater lateral has been extended to the limits of the existing Rainbow Water District property (tax lot 801). As described in the staff clarification RWD is responsible for the design features including velocity dissipation, detention, and de-chlorination.[BRE EGR8] The Public Improvement Plans include landscaping plans for the proposed detention swales prepared by the project landscape Architect, Dougherty Landscape Architects. Refer to Public Improvement Sheet LI. The proposed public detention swales will be fully seeded and protected as shown on the Public Improvement plans. At the time of final acceptance of the Public Improvements if the vegetation is not fully established the applicant proposes to provide and maintain additional interim erosion control/water quality measures until such time as the vegetation is fully established and accepted by the City. There are no private vegetative water quality swales proposed as part of the project. PRE.SUBMITTAl REC'D JUL 3 1 2009 River Heights Final Plat Application Narrative Page 13 of23 . . s+pe6<:;p~ihifietdf\te~ '. spc'j03.J and SEe ~"!GJ:t!;<';"",';0 "~;"""..,.." .' <er;SFC30Ji2.1: ' . n ''''."...M',' . Consistent with this requirement and the signing requirements of Condition I, No Parking Zones will be posted in accordance with SFC 503.3 and SFC Appendix D103.6. and parking shall only be allowed on one side of 28 foot wide streets per the Springfield Fire Code (SFC) 503.2. L Refer to the Public Improvement Plans sheet Tl for the location of the signs. The referenced easement is currently of the benefit of SUB who has the ownership and maintenance of the 18-inch waterline contained in the easement SUB Water has provided concurrence verifYing that the overlapping placement of the 25-foot Public Utility Easement is acceptable.[BRE EGR9] The Final Plat includes a blanket drainage easement across Tract A to allow for the discharge of stormwater runofffrom lots 30 through 35 (proposed lots #3-39).[BRE EGRIO] The Final Plat includes a public drainage easement across Tract A for the detention ponds. [BRE EGRll] This condition is not applicable as there is no private storm drainage swale or pipe proposed to be installed in the existing 35-foot wide EWEB easement located on the eastern project boundary. This condition is no longer applicable as EWEB\SUB did not install the proposed 30-inch diameter waterline intertie. Vision clearance triangles consistent with SDC 32.070 have been provided at all lot driveways. River Heights Final Plat Application Narrative PRE.SUBMITTAL RECID JUL 3 1 2009 Page 14 of23 y . . No impacts to the delineated wetland areas wereproposed as part of the Tentative Subdivision or Public Improvement Plan approval processes. The applicant has submitted the wetland delineation to the USACE and Oregon DSL for concurrence. As required by the condition of approval the applicant submitted a JPA to the USACE and Oregon DSL indicating no impact to wetlands. The USACE issued a letter dated February 12, 2007 stating that no permit is required for the proposed project. On February 13, 2007 the Oregon DSL issued a letter stating that a state removal-fill permit is not required. Both letters are included as an attachment.[BRE EGRI2] "Tract B" will be dedicated to Rainbow Water District as shown on the Final Plat and Public Improvement plans. This 40-foot wide tract has frontage on the proposed public street Vitus Lane. The southwest corner at the intersection of River Heights Drive and Vitus Lane has been designed and shown on the public improvement plans to meet clear vision triangle requirements. This intersection is not the preferred large vehicle path to the existing R WD tank. The RWD requested alignment of Tract B will dictate that large vehicles access the existing tank site via Ambleside Drive to 37'h Street to Vitus Lane. To provide the widest possible turning radius for large vehicle access through the subdivision and to the R WD reservoir site the curb returns at the intersection ofVitus Lane and 37th Street have been designed with a 35-foot radius. Parking restrictions consistent with Condition 1 and this Condition have been considered and designed to the extent practicable, to enhance and protect large vehicle access along the River Heights/Quarry Ridge Drive route to the RWD site. PRE-SUBMITIAL REC'O JUL 3 1 2009 River Heights Final Plat Application Narrative Page 15 of23 . . A fence meeting these requirements will be constructed consistent with the agreement with RWD. The timing of this construction and financial responsibility will occur consistent with the agreement that has been reached with RWD (attached).[BREEGR13] PRE.SUBMITTAl REC'O JUL 3 1 2009 River Heights Final Plat Application Narrative Page 16 of23 .' . B Hillside Development DRC2006-0000S Conditions of Approval "Condilion ],';" S4'Gi!Q~ l~:ari!.JGeo?qi?2;'lfepprttha ..' " spiicific'conr:lus,iom; ~,."':' -r 'J' - -j y;", Yi~A;:_;if'<;f:';';"l;' ,'_: ,', _,' _,' ',' ,_ <M':", ______' ,'_ _ _ .'__ _ ," _., :tEfc6miiie,!~af1(}.ns" . if/for f(.onstrflcti.onofpllR1c,rj& .' p y, qse,d on the fdu/ts of a ; thiYfofih site .sf", ,miffed .witH. theulf[i(i im' rlJVefflen tans' rTfilsTe ' arf sHdll inClude : (f~~d!'i:fiq;q(h'g:i .f!/,qQg;!Jlrhj:ii'!/;~h~)~i V',:'R Wik';"~ij;;glm/ng0 ~f.'existini ~oils, .. : cQijG[usio~sriqil!;recpilt,rfli.!idati?~;f6r 'WgdingjJt.. 'l1ifSiglj :i:I.it~i:li,i.1fa;;~f!rrective measurGS; . )lfjdtapti9riS:{indte{f1{ljl.rr,ifF1ij(lti(ljls!(}:rtiqintqil1:SQi~( " II ,{iijd.i!!inirtiiz.e et;Qsi()nofilte~ite. '.'" The required Geotechnical Soils and Geology Report has been prepared by Dr. Gunnar Schlieder. Recommendations of this report have been incorporated into the project designs and construction drawings. The required Geotechnical Soils and Geology Reports have been prepared by Dr. Gunnar Schlieder. Recommendations of this report have been incorporated into the project designs and construction drawings. Written concurrence with the geotechnical aspects of the project design and the construction plans were provided by Dr. Schlieder and were submitted to the City with the Public Improvement plans. Noted, these requirements were incorporated into design via notes on Sheets ESCP! - ESCP5 of the Public Improvement plans. Additionally, the applicant has applied for and received an NPDES !200-C permit from the Oregon Department of Environmental Quality. PRE-SUBMITTAL REC'D JUL 3 1 2009 River Heights Final Plat Application Narrative Page 17 of23 . . Prior to preparation of the Public Improvement Plans, all proposed street locations were cross-sectioned and their center-lines staked in the field, to determine the accuracy of preliminary slope and grade percentages. The proposed street grades and grading impacts shown on. the Public Improvement Plans are based on field collected topographic data. It can be assumed that the street grades can be constructed as proposed in the PIP within the accuracy of industry construction practices. PRE-SUBMITTAL REC'D JUL 3 1 2009 River Heights Final Plat Application Narrative Page 18 of23 . . [BRE EGRI5]A comprehensive Hillside Development Plan and Report is attached.[BRE EGRI6] PRE-SUBMITTAL REC'D JUL 3 1 2009 River Heights Final Plat Application Narrative Page 19 of23 . . As indicated in the response to Condition 5 above, a comprehensive Hillside Development Plan and Report will be submitted for review and approval by the Director during the final plat process. The individual plot plans will be included in filed documents and a copy of individual plot plans shall be attached to each deed upon initial transfer. PRE-SUBMITTAL REC'O JUL 3 1 2009 River Heights Final Plat Application Narrative Page 20 of23 . . PRE.SUBMITIAl REC'D JUL 3 1 2009 . . C Tree'Felling Conditions of Approval DRC2006-00006 '9011~itiQnl:; 11:;Jjll:'P,jj~M'Yi~hif.>l:1'iiY;:;iJ'dSe!h~n:; Gr'f!rls., an,afjljildj~f! en);e,io~~ slUJll'beji'eld . suJ;wlyedahd'yttllredpi:io.nJo " .alq/ft'eesJ{llo);ttid,i'I,accordahc.e"witlithisdecisionrAll trees to be :protif/iei(s~~I!lpe~f~f!f~?b.~rib:;~rqfjg~~QnStj:cti~!!r!li. bai:~f.r)? iif9~~Q}!J!! zOl'!es:, 'Th,e../andscape. 'a;chi!ec!.sl,1f1Z,1 inSp..e.Ft;alliRt,Qf~ctj~~ e.aSe>>tert7f'e.ti$ajie~ ~o~tr~c@/Iftctjvitje,,:/over!fji the health of all.tt.ees:~l,ong~ t~el'c.o.m.r?~ '1~o.un4ary :."enye~lJ;lS~l'!:s(r~'cti6.YJ. ~lld'1!rotecJfd.c area~ A?-y tz:ee COJllRrof/llse.4:py c/!!lS!ru.!itlo.n,~Jja.llbere.mQvf'da.nd(J re.Rlacf'me.nt (i"ees.bpll;be planted III acc,ordance , wiihihiplan!irig.methodsklJ~J!riped in the adppleq V.egtitq!ii:[h'lnd)?.e~vege!atidn /:/{;n. Noted, this requirement was adhered to during the process of acquiring data for the preparation of the Public Improvement Plans, during the construction activities for the subdivision, and consistent with this requirement, any tree compromised by construction shall be removed and a replacement tree shall be planted in accordance with the planting methods described in the adopted Vegetation and Re-vegetation Plan. Noted, Notice of Intent to proceed was provided to the City and residents of abutting properties along the north boundary of the subject site (Ambleside) 5 days prior to the commencement of tree removal work. [BRE EGR17] {":;'" .,: : .,"i:""1:"~'~';.'Y"/N~"/'j;m;:v#fAY.'\"PT.'<':"><>:.'.'/' t';". j) .,'" /< ,,,':::?',,,,"';'t';?<::~:-(/"!,>., ':::'''!J ,'Y':, , ',"'''',W'''' "i ,:,,~',0 t" "SR~~itio::}:.! ." ,fie<!(r~"!~1!ql.t~e gRP(i~@tt,~,(dn~\;(JlJ.:e~ ~~~jt~~t::r!.Il.q,f1fdj~~tjY.co~s;ultad{~~~ll. 1?rovl(!e./l,:wl;Ltt ;dJtli~ rzlfkof wlndthl!f!XJ::tO'tn~lft{l'nds.o/tllnber ~?'~el1!a~liO!! the. sU~J.ect; sit~F~ncJ1)qlij~12ne~~ .. ~'eifien;':t~r;d::fSi~e~~ia~q9~~truCti~~a~~7<~l!ftf~~:t~~WD p};e/pe!ti'. ~r~~>)3~1qthJ;a:v.:ass~ ~fl,l, ~:c,ol:lpleted'PF9,iJtO. re,m :1!l:9o.! ~4 ,zYJ.f,o ;a:1JfR'I~.ed; If[egetatt9pl1nd. eProlrtll1lo,!gj~lth'. Gf.,l!r.thtq},~,'r~~~'pr.t.~:r. 't.'.i"I'Pla' .,....: ...,o" ...., '. ...... OrJ;tll'lCl,,', ""''\-' ''''"''t,<,C\",>,,,;J",,,,,,,,,. '. ",-, ,""", '. "'"' "~to ,'"-, , ;;c 'L.""","",~;,~,,,,,-,.., ,,,,' :~,;,,;A"";'" '-\~!,:::":'.,_,;, __i!:,A, " A':',"",<' .~;",;;",L'4,::;:,,,1L,,\,,,,,,,,,;' :,: Noted, prior to tree removal, the applicant's landscape architect provided a written assessment of the risk of wind throw to the stands of timber to rem~in on the subject site, including preservation easement and residential construction areas abutting the R WD property. The wind throw assessment was completed prior to removal and incorporated into a Revised Vegetation and Re-vegetation Report. [BRE EGR18] PRE.SUBMITTAL REC'D JUL 3 1 2009 River Heights Final Plat Appliealion Narrative Page 21 of23 . . Noted, the CCRs were revised to prohibit fencing within Preservation Easements and limit the use of fencing within Conservation Easements. Fences within or around tree conservation easements were placed to avoid root damage, be non-sight obscuring and were colored black to blend with existing vegetation.. Fences along the north property line were designed to be in accordance with the fencing standards of SDC Article 16. Fences on the north property line that extend NORTH across the public utility easements will be required to have gates to allow access for City maintenance vehicles. The applicable portions of the tree preservation areas have been included in deed restrictions and CCRs that have been submitted for review and approval by the City of Springfield. PRE.SUBMITTAl REC'O JUL 3 1 2009 River Heights Final Plat Application Narrative Page 22 of23 .of.. . . III ATTACHMENTS 1. River Heights Tentative Subdivision Decision SUB2006-00006 2. River Heights Hillside Development Decision DRC2006-00006 3. River Heights Tree Felling Permit Decision DRC2006-00005 4. Attachment "A" Springfield File SUB2006-00006 5. Errata & Clarifications SUB2006-00006 6. Horizontal and Vertical Curve Sight Distance Calculations 7. Union Pacific Wastewater Pipe License Agreement 8. United States Army Corps of Engineers Response to JPA 9. Oregon Department of State Lands Response to JP A 10. Oregon DEQ NPDES 1200-C Permit Application II. Oregon DEQ NPDES 1200-C Permit 12. Development Plan (24x 36) 13. Tree Felling Notice Letter 14. DLA Windthrow Memo IS. GeoScience Inc, Letter Dated July 29th 2006 "Results of Additional Test Pits, Moe Mountain (River Heights) 16. EGR Report Titled "Stormwater Calculations for the Privately Engineered Public Improvement Plans for River Heights Subdivision" 17. EGR Memorandum Titled "Amendment #1 to Stormwater Calculations for the Privately Engineered Public Improvement Plans for River Heights Subdivision" PRE-SUBMITTAL REC'D JUL 3 1 2009 River Heights Final Plat Application Narrative Page 23 of23 E~ & Associate" Inc. Engineers, Geologists and Surveyors 25358 Prairie Road Eugene. Oregon 97402 (541) 688-8322 Fax (541) 688-8087 April 18, 2008 City of Springfield Attention: Jim Donovan, Senior Planner 225 Fifth Street Springfield, OR 97477 RE: Request for Extension of Final Plat for River Heights Subdivision (SOO2006-00006, DRC2006-00006, & DRC2006-00005) Dear Mr. Donovan: Breeden Bros. Inc., requests an extension for the expiration of Tentative Subdivision SUB2006- 00006, Hillside Development Permit DRC2006-00005, and Tree Felling Permit DRC2006-00006 for the project commonly referred to as River Heights Subdivision. The Tentative Subdivision Decision was issued on May 2, 2006 and incorporated the conditions and requirements of the Hillside Development and Tree Felling Permits. As stated on page 33 of the Tentative Subdivision Decision, the approval was valid for 2-years. This approval is scheduled to expire on May 2, 2008. From the date of the decision the applicant, and their agents, have been working on the required conditions of approval. Due to the complexity of the project the Public Improvement Permit construction documents were approved by Public Works on March 6, 2008. At this time the applicant, contractor and EGR are working at gathering the remaining documentation to have PIP Agreement executed by the City and construction will begin in the next few weeks. Additional work items have corne up during the refinement of the development. Specifically, Breeden is in the process of having a Serial Property Line Adjustment completed with Rainbow Water District. This application was determined to be mutually beneficial during the concurrence process for the development. It is preferable to have the SPLA nearer to completion prior to submitting a Final Plat application for the subdivision. The design tearn has been working in good faith with City staff to complete all of the conditions for this project and we expect to have a fmal plat application submitted this summer. We request that the expiration date for the Tentative Subdivision Approval SOO2006-00006 and the associated Hillside Development DRC2006-00005 and Tree Felling DRC2006-00006 Permits be extended for one year to May 2, 2009. If you have any questions or comments please contact me at your earliest convenience. Sincerely, EGR & Associates, Inc. Brent R. Erickson Civil Engineer PRE-SUBMllTAl RECIO JUL 3 1 2009 CC: Byron Robert, Breeden Bros., Inc Dan Baker, Baker and Associates Surveyors E(jjR & Associate, Inc. Engineers, Geologists and Surveyors 25358 Prairie Road Eugene, Oregon 97402 (541) 688-8322 Fax (541) 688-8087 Memorandum Page 1016 To: Company: Address: Jim Donovan, Senior Planner City of Springfield 225 5th St, Springfield, OR 97477 From: Brent R Erickson, P.E. Date: I July 23, 2008 cc: I Todd Singleton, Construction Inspector, City of Springfield Byron Roberts, Breeden Bros., Inc. Gunnar SchIieder, GeoScience Inc. Shane Hughes, EGR & Associates File Project # ~I--"--._.'"''-"'"'--''''' ""----------- 1150-06-0116 Re: River Heights Subdivision - Condition of Approval # 13 o Urgent o For Review o Please Comment o Please Reply Purpose & Backt!round Public street excavations for the River Heights Subdivision (P30520) are producing sizeable volumes of excavated material that have been deemed suitable for lot fill by the project Engineering Geologist (GeoScience, Inc.). The Owner has directed EGR to submit Land Drainage and Alteration Permit (LDAP) amendments to address grading oflot areas where suitable. For this project the underlying land use decisions (SUB2006-00006, Tree Felling DRC2006-00006 and Hillside Development DRC2006-00005) greatly limit the areas available for lot grading and fill during the public street and utility installations. Specifically, only lot areas that are downhill of the public street, that do not contain significant trees or other vegetation, and are generally free of conservation or preservation areas are candidates for lot fill at this time. With these constraints only three lot fill areas were identified as suitable; lots #24-26, lots #20-#25, and lots #35-#39. LDAP Amendment #2 showing grading activities on lots #24-#26 has been approved by the City of Springfield. EGR has submitted LDAP Amendment #3 shows potential fill on lots #35 to #38 and LOAP Amendment #4 shows potential fill on lots #20-#23. The purpose of this memorandum of is to provide a narrative describing proposed lot grading during the public improvement construction on the River Heights Subdivision project. This memorandum will document how LDAP Amendments #2, #3, and #4 meet the requirements of the underlying Hillside Development and Tree Felling land use approvals. LDAP Amendments Consistency with Tree Felling Permit The River Heights project was issued a tree felling permit (DRC2006-00006) that included staff findings and conditions of approval. LDAP Amendments #2, #3, and #4 have included the collection of data showing trees greater than 5" dbh as part of the preparation of the site plp~E~UBMfffAl REC'D JUL 3 1 2009 "', . . Memorandum Page 2 016 surveys were performed in the last month as a confirmation to the original site survey conducted in 2004. The submitted LDAP amendment site plans identifY trees not shown on the original site survey. This inconsistency can be attributed to two factors; in the time between the original site survey and now, trees that were smaller than 5" 'dbh have grown and significant invasive understory (blackberries) have been removed during the course of developing the project allow access to additional trees. LDAP Amendments Tree Impacts Summary LDAP Amendment #2, #3, and #4 will remove a total of22 trees greater than 5" in dbh. LDAP Amendment #2 removed three (3) trees greater than 5" dbh from Lot #25 and two (2)trees greater than 5" dbh from Lot #26. These trees removed are outside of the identified building envelope areas but are within the grading areas. LDAP Amendment #3 proposes removing four (4) trees greater than 5" dbh from Lot #35. Three of these trees will have critical roots zones that are located in the public street cut bank. LDAP Amendment #4 proposes removing eight (8) trees greater than 5" dbh from the building envelope and three (3) trees outside of the building envelope on Lot #22. This plan also proposes removing two (2) trees greater than 5" dbh from the building envelope of Lot #23. Table 1 LDAP Amendment Tree Removal Summary Removed from Building Removed Outside Building Amendment # Envelop Envelope Total Removed #2 0 5 5 #3 0 4 4 #4 10 3 13 None of the trees to be removed are located in Conservation or Preservation areas identified during the tentative subdivision, tree felling, or hillside development applications and approvals. Consistencv with Tree FelIin2 Permit Findin2s The Tree Felling Permit issued for the River Heights project included an in depth analysis from staff on how the proposed project was consistent with the Springfield Development Code Article 38 (SDC 38). As shown in the analysis below, the LDAP Amendment tree felling is consistent with the staff analysis and conditions of approval. In reference to SDC 38.040(1) staff provided the flowing findings; 1. The applicant proposes to remove approximately 355 trees for the construction of public improvements; the applicant will protect approximately 1045 trees to remain after construction and re-plant approximately 280 trees. Another 450 trees will be left to the discretion offUture owners of residential lots. Trees to be felled during the LDAP amendment activities are in the discretionary grouping described above. The Owner, Breeden Bros., Inc, will be developing and building single fanlily residential homes and has made the determination that removal of the trees outside of the building envelope areas 2535B Prairie Road. Eugene, Oregon 97402. Phone (541)688-8322. Fax (541) 688-8087 PRE.SUBMITTAL REC'D JUL 3 1 2009 . . Memorandum Page 3 0/6 to allow lot grading results in a better fmal product. Over the course of the project, the Owner has elected to leave trees standing as long as practical. 2. Construction requiredfor the development of building envelopes, streets and utilities within the subdivision warrants the removal of vegetation within these areas (See grading and landscape preservation and removal plans submilled). Tree felling within these areas may occur during the PIP process after surveying of proposed cuts andfills and placement of protective fencing around all areas to be protected during construction. No trees are to be felled due to poor health during the construction process. The LDAP amendments are a refinement of the tentative subdivision grading plan. Significant volume of material excavated from the street and utility construction has been determined to be suitable for lot fill. Tree to be protected will be marked with orange fencing prior to grading activities. The proposed LDAP amendments will result in approximately a total of 17,000 cubic yard of excavated material staying onsite. Placement of this material onsite will eliminate over 2,000 truck trips leaving the site and reduce the construction traffic past adjoining properties. 3. Trees outside of public improvement areas, utility easements, building envelopes and protective easements are left to the discretion of fUture owners and may be removed Hazard trees within Conservation Easements can and should be removed and replaced in accordance with proposed easement language. Removal of 5 or more trees with a 5 inch or larger diameter requires an independent tree felling permit for each lot. Breeden Bros. Inc. (Owner) will be the developer and builder of the future single family homes on the impacted lots. Less than 5 trees are being removed from outside of the identified building envelopes and will not require an individual tree felling permit for each lot. In reference to SDC 38.040(3) staff provided the flowing findings; 1. The trees proposedfor removal are limited to those necessary to install subdivision improvements. Removal of trees for the LDAP amendment areas is consistent with this fmding because they are being removed to allow for lot development. 2. Trees within approved building envelopes may be removed at the time of subdivision development. Removal of more than 5 trees with a dbh of5 inches or greater located outside building envelopes and easements will require a separate tree felling permit pursuant to SOC, Article 38. Removal of trees in the LDAP amendment areas is consistent with this finding because as described above, the LDAP amendments do not propose removing more than 5 trees from outside of a building envelope on any single lot. 3. The standard is met subject to an approved development plan (i.e. public improvement planfor the affected areas). Removal of trees in the LDAP amendment areas is consistent with this finding because a refinement plan (LDAP Amendment) has been submitted for approval. Consistencv with Tree Fellin!!: Conditions of Approval The River Heights project was issued a tree felling permit (DRC2006-00006) that included staff findings and conditions of approval, This decision included four conditions of approval that are reproduced below. Condition I: All public rights of WC(Y, easement areas and building envelopes shall be field surveyed and staked prior to removal of trees allowed in accordance with this decision. All trees 10 be protected shall be 2535B Prairie Road' Eugene, Oregon 97402. Phone (541) 688-8322. Fax (541) 688-8087PRE.SUBMITTAL REC'O JUL 3 1 2009 . . Memorandum Page 4 of6 fenced with orange construction barrier to protect root zones. The landscape architect shall inspect all protective easement areas after construction activities to verifY the health of all trees along the common boundary between construction and protected areas. Any tree compromised by construction shall be removed and a replacement tree shall be planted in accordance with the planting methods described in the adopted Vegetation and Re-vegetation Plan. The submitted LDAP Amendments comply with this condition of approval. Shown on the submitted site plans are all recently surveyed trees and the building envelope areas. Trees located inside of the building envelopes can be removed in accordance with the issued tree felling permit. Prior to grading activity, LDAP Staff will inspect the limits of activity and confirm that trees identified to remain are marked with orange construction fencing. Condition 2: Notice of Intent to proceed shall be provided to the City and residents of abutting properties along the north boundary of the subject site (Ambles ide) 5 days prior to the commencement of tree removal work This condition of approval is not applicable to the LDAP Amendments as the work is not adjacent to the north property line. Prior to right-of-way tree removal notice was sent to the adjacent developments. Condition 3: Prior to tree removal, the applicant's landscape architect and aforestry consultant shall provide a written assessment of the risk of wind throw to the stands of timber to remain on the subject site, including preservation easement and residential construction areas abutting the RWD property. The wind throw assessment shall be completed prior to removal and incorporated into a Revised Vegetation and Re-vegetalion Report along with any measures taken to reduce wind throw risks prior to Final Plat Approval. This condition of approval is not applicable to the LDAP Amendments because no significant stands of trees are present in the areas to be graded. Condition 4: The Vegetation and Revegetation Report and CCRs shall be revised to prohibit fencing within Preservation Easements and limit the use affencing within Conservation Easements. Fences within or around tree conservation easements shall be placed to avoid root damage, be non-site obscuring and be constructed, coated or painted black to blend with existing vegetation. Fences shall not extend south of the tree conservation easement at north property line across utility easements. Fences along the north property line shall be in accordance with the fencing standards of SDC Article 16 The applicable portions of the tree preservation easements shall be included in deed restrictions and CCRs subject to review and approval by the City of Springfield This condition of approval is not applicable to the LDAP Amendments and is project specific. This condition will be addressed at the time of final plat processing. Consistency with Tree Fellin!!: Conclusion All trees to be removed during the LDAP Amendment work is the minimum to allow for lots fill to be placed in project acceptable areas. This tree removal is consistent with the issued tree felling pennit because the removal will be either from the building envelopes and no more than 5 trees from outside of the envelope for any individual lot. The proposed LDAP amendments will result in approximately a total of 17,000 cubic yard of excavated material staying onsite. Placement of this material onsite will eliminate over 2,000 truck trips leaving the site and reduce the construction traffic past adjoining properties. PlUUBMllJAl REC'O 2535B Prairie Road. Eugene. Oregon 97402. Phone (541) 688-8322' Fax (541) 688-8087 JUL 3 I 2009 '. . . Memorandum Page 5 016 LDAP Amendments Consistencv with Hillside Development Approval The River Heights project included it Hillside Development approval because portions of the site are located above the 670 foot elevation mark and include slopes exceeding 15%. The proposed LDAP Amendments were developed to be consistent with the underlying Hillside Development approval. Springfield Development Code Article 26 provides the requirements for Hillside Development. The City of Springfield issued a decision with staff analysis for the Hillside decision (DRC2006-00005). Section 26.050 Development Density Options, 26.060 Street Grade Standards, and 26.090 Fire Protection Standards are not applicable to the LDAP Amendments. The LDAP Amendments are consistent with SDC 26.070 Reports Required as described in the following analysis. SDC 26.070(1) SDC 26.070(1) requires that a soils and geology report be prepared for the site that includes recommendations for grading and development of the project. GeoScience Inc., has prepared geologic reports that included design recommendations in July of 2005, July of 2006, and August of 2007. Additionally, GeoScience has continued to be involved during street and utility construction to observe and provide recommendations. These observations have determined that material excavated from areas of the streets and utilities is suitable for lot fill. As described in EGR's July 14, 2008 memorandum, GeoScience will observe, report and provide a final certification or recommendations for all lot fill placed. The LDAP Amendments have been prepared in accordance with GeoScience's recommendations. SDC 26.070(2) SDC 26.070(2) requires a grading plan report that include existing and proposed grades, details of the terrain and area drainage, location of existing structures, direction of drainage flow and approximate grade of streets, and finished contours to be achieved by grading. The LDAP amendment site plans prepared by EGR & Associates include all of the required information and are a refmement of the grading plan submitted with the tentative subdivision. Specifically, these site plans show the lot area, future building envelopes, 5-foot interval existing and proposed contours, significant vegetation, and erosion control requirements. The proposed grading activities will not alter the surface water drainage patterns and are consistent with the stormwater management plan prepared for the development. LDAP Amendments Hillside Development Conclusion Submitted LDAP amendments are a refinement of the original subdivision and hillside development approvals. The Owner and EGR have developed the LDAP amendments for consistency with the underlying land use approvals and balancing the goals of the project. PRE.SUBMITIAL REC'D JUL 3 1 2.009 25358 Prairie Road. Eugene, Oregon 97402. Phone (541) 688-8322. Fax (541) 688-8087 , \ . . Memorandum Page 6 016 Summary The submitted LDAP amendments will result in approximately 17,000 cubic yards of material excavated from the public streets and utility construction to be safely placed on private lot areas. Grading work will be consistent with the project geology reports and GeoScience will be providing onsite recommendations, observations, reporting and final certifications or recommendations. EGR has prepared the submitted LDAP amendments to be consistent with the underlying land use approvals. The submitted amendments are a refinement of the conditionally approved tentative grading plans. Twenty-two trees will be removed from outside of the public street and utility construction. As demonstrated above, not more than five trees will be removed from outside of a building envelope on any single lot. The proposed grading activities will not alter the surface water drainage patterns as documented in the approved stormwater management plans. All disturbed areas will be stabilized by the methods and schedule established for the LDAP. If you have any questions, comments, or additional concerns please contact me at your earliest convemence. PRE.SUBMITTAl REC'D JUL 3 1 2009 25358 Prairie Road, Eugene. Oregon 97402. Phone (541) 688-8322. Fax (541) 688-8087 r ./ ~.. "- E8R & Associat~, Inc. Engineers, Geologists and Surveyors 25358 Prairie Road Eugene, Oregon 97402 (541) 688-8322 Fax (541) 688-8087 Memorandum To: Jim Donovan, Senior Planner Company: City of Springfield Address: 225 5th St, Springfield, OR 97477 Page 1 012 From: Brent R Erickson, P.E.;'~ Date: July 14, 2008 cc: Billy Curtiss, Engineering Tech. IV, City of Springfield Byron Roberts, Breeden Bros., Inc. Gunnar Schlieder, GeoScience Inc. Brad Carlsen, Pacific Excavation Shane Hughes, EGR & Associates File Project # Re: 1150-06-0116 River Heights Subdivision - LDAP Amendments Lot Fill Procedures and Plan D Urgent D For Review D Please Comment D Please Reply Purpose & Backl!round The purpose of this memorandum is to document the owners intended procedure for placement of fill on lot areas, propose a method of future builder notification, and clarifY the responsible professional parties. Public street excavations for the River Heights Subdivision (P30520) are producing sizeable volumes of excavated material that has been deemed suitable for lot fill by the project Engineering Geologist (GeoScience, Inc.). The Owner has directed EGR to submit Land Drainage and Alteration Permit (LDAP) amendments to address grading of lot areas where suitable. For this project the underlying land use decisions (SUB2006-00006, Tree Felling DRC2006-00006 and Hillside Development DRC2006-00005) greatly limit the areas available for lot grading and fill during the public street and utility installations. Specifically, only lot areas that are downhill of the public street, do not contain significant trees or other vegetation, and are generally free of conservation or preservation areas are candidates for lot fill at this time. With these constraints only three lot fill areas were identified as suitable; lots #24-26, lots #20-#25, and lots #35-#39. LDAP Amendment #2 showing grading activities on lots #24-#26 has been submitted and is being reviewed by the City of Springfield. EGR will be submitting two additional LDAP amendments to address the lot areas identified above concurrently with this memol"dIldum. Procedures for Lot Fill The project Engineer (EGR & Associates) will be responsible for the production of grading plans for inclusion into the LDAP amendments. These grading plans will be developed consistent with the underlying land use decisions and project requirements. . The Project Engineer will submit the PRE.SUBMITTAl REC'D JUL 3 1 2009 .,'. ;:..... . . Memorandum Page 2 012 proposed LDAP Amendments for approval by the City. When approved, the Project Engineer will coordinate the installation ofESC BMP's, LDAP Staff Inspections, and project Engineering Geologist observations and reporting. The project Engineering Geologist (GeoScience, Inc.) has been retained by the owner to provide onsite recommendations, inspections, and reporting of fill to be placed in building pad areas and on private lots. Onsite observations and construction reporting will include detennination of suitable material, observation of fill placement, and a final report documenting the construction activities. Certification of Lot Fill The project Engineering Geologist will provide a final report for the placement of fill in all approved lot fill areas. 1bis certification report will include recommendations for future structure foundation requirements. At this time, it is anticipated that not all lot fills will be suitable for "standard" spread- footing construction. The final report will detail the recommendations and requirements for these lots. Hillside Development Report As required by DRC2006-00005 a final Hillside Development Report is required prior to final plat approval. Included in the fmal Hillside Development Report are individual lot notification sheets, final geotechnical recommendations, final vegetation re-vegetation requirements, and the project CC&R's. It is the Owners intent that the Final Hillside Development Plan and/or CC&R's will require that, prior to foundation construction, every lot have a site specific geological investigation and report with foundation recommendations. For lot areas that included grading activities allowed under an LDAP amendment during the street construction, the Owner and/or Project Engineer will coordinate and make sure that the individual lot figures include noti.fication that fill was placed during the street construction and sununarize the geotechnical recommendations or requirements for these lots. Summary If you have any questions, comments, or additional concerns please contact us at your earliest convenience. PRE-SUBMITTAL REeD JUL 3 1 2009 25358 Prairie Road. Eugene, Oregon 97402 . Phone (541) 688-jl322 . Fax (541) 688-8087 E<1R & Associate!, Inc. Engineers, Geologists and SUNeyors 2535B'Prairie Road Eugene, Oregon 97402 . (54.1 )688'8322 FaxWI1)688'8087 Memorandum Page-1ot6 To: . Jim Donovan, Senior Planner From: Brent R Erickson, P.E. ;;2,7 JIJ . ~~_.~."--_.,------_.,""-,,-"._.__.._--_.__..,.,,"_.-._.,.-,...-"-..-.-.-"""--..----.---.-----..,....-- _._--,.".,,""."..__._._-----~-I'~--=.. - Company: City of Springfield Date: July 23, 2008 -- -..--.---."----..-..------ Address: 225 5th St, Springfield, OR 97477 . "~~;-_.'-'--l ToddSingTeton~C.onstrUction.inspt:Cio;::c;ty o(Springficid'----..---.-.....--- Byron Roberts, Breeden Bros., Inc. I Gunnar Schlieder; GeoScience Inc. r Shane Hughes, EGR & Associates File I Project # 1150-06-0116 Re: River Heights Subdivision - LDAP Amendment #3 & #4 Narrative o Urgent IlJ For Review o Please Comment o Please Reply Purpose & Back2:round Public street excavations for the River Heights Subdivision (P30520) are producing sizeable volumes of excavated material that have been deemed suitable for lot fill by the project Engineering Geologist (GeoScience, Inc.). The Owner has directed EGR to submit Land Drainage and Alteration Permit (LDAP) amendments to address grading oflot areas where suitable. For this project the W1derlying land use decisions (SUB2006-00006, Tree Felling DRC2006-00006 and Hillside Development DRC2006-00005) greatly limit the areas available for lot grading and fill during the public street and utility installations. Specifically, only lot areas that are downhill of the public street, that do not contain significant trees or other vegetation, and are generally free of conservation or preservation areas are candidates for lot fill at this time. With these constraints only three lot fill areas were identified as suitable; lots #24-26, lots #20-#25, and lots #35-#39. LDAP Amendment #2 showing grading activities on lots #24-#26 has been approved by the City of Springfield. EGR has submitted LDAP Amendment #3 shows potential fill on lots #35 to #38 and LDAP Amendment #4 shows potential fill on lots #20-#23. The purpose of this memorandum of is to provide a narrative describing proposed lot grading during the public improvement construction on the River Heights Subdivision project. This memorandum will document how LDAP Amendments #2, #3, and #4 meet the requirements of the underlying Hillside Development and Tree Felling land use approvals. LDAP Amendments Consistency with Tree Fellin!! Permit The River Heights project was issued a tree felling permit (DRC2006-00006) that included staff findings and conditions of approval. LDAP Amendments #2, #3, and #4 have included the collection of data showing trees greater than 5" dbh as part of the preparation of the site plans. These tree PRE.SUBMITIAL REC'D JUL 3 1 2009 . . Memorandum Page 2 of6 surveys were performed in the last month as a confirmation to the original site survey conducted in 2004. The submitted LDAP amendment site plans identify trees not shown on the original site survey. This inconsistency can be attributed to two factors; in the time between the original site survey and now, trees that were smaller than 5" dbh have grown and significant invasive understory (blackberries) have been removed during the course of developing the project allow access to additional trees. LDAP Amendments Tree Impacts Summary LDAP Amendment #2, #3, and #4 will remove a total of22 trees greater than 5" in dbh. LDAP Amendment #2 removed three (3) trees greater than 5" dbh from Lot #25 and two (2)trees greater than 5" dbh from Lot #26. These trees removed are outside of the identified building envelope areas but are within the grading areas. LDAP Amendment #3 proposes removing four (4) trees greater than 5" dbh from Lot #35. Three of these trees will have critical roots zones that are located in the public street cut bank. LDAP Amendment #4 proposes removing eight (8) trees greater than 5" dbh from the building envelope and three (3) trees outside of the building envelope on Lot #22. This plan also proposes removing two (2) trees greater than 5" dbh from the building envelope of Lot #23. Table 1 LDAP Amendment Tree Removal Summary Removed from Building Removed Outside Building Amendment # Envelop Envelope Total Removed #2 0 5 5 #3 0 4 4 #4 JO 3 13 None of the trees to be removed are located in Conservation or Preservation areas identified during the tentative subdivision, tree felling, or hillside development applications and approvals. ConsistencY with Tree Fellin!! Permit Findin!!s The Tree Felling Permit issued for the River Heights project included an in depth analysis from staff on how the proposed project was consistent with the Springfield Development Code Article 38 (SDC 38). As shown in the analysis below, the LDAP Amendment tree felling is consistent with the staff analysis and conditions of approval. In reference to SDC 38.040(1) staff provided the flowing fmdings; I. The applicant proposes to remove approximately 355 trees for the construction of public improvements; the applicant will protect approximately 1045 trees to remain after construction andre-plant approximately 280 trees. Another 450 trees will be 1'!JI to the discretion offuture owners of residentiallols. . Trees to be felled during the LDAP amendment activities are in the discretionary grouping described above. The Owner, Breeden Bros., Inc, wilL be developing and building single family residential homes and has made the determination that removal of the trees outside ofthe building envelope areas 25358 Prairie Road, Eugene. Oregon 97402' Phone (541) 688-8322. Fax (541) 688-8087 PRE-SUBMITTAL REC'O JUL 3 I 2009 . . Memorandum Page 3 016 to allow lot grading results in a better final product. Over the course of tbe project, tbe Owner has elected to leave trees standing as long as practical. 2. Construction requiredfor the development of building envelopes, streets and utilities within the subdivision warrants the removal of vegetation within these areas (See grading and landscape preservation and removal plans submitted). Treefelling within these areas may occur during the PIP process after surveying of proposed cuts andfills and placement of protective fencing around all areas to be protected during construction. No trees are to be felled due to poor health during the construction process. . The LDAP amendments are a refinement of tbe tentative subdivision grading plan. Significant volume of material excavated from tbe street and utility construction has been determined to be suitable for lot fill. Tree to be protected will be marked with orange fencing prior to grading activities. The proposed LDAP amendments will result in approximately a total of 17,000 cubic yard of excavated material staying onsite. Placement of tbis material onsite will eliminate over 2,000 truck trips leaving the site and reduce tbe construction traffic past adjoining properties. 3. Trees outside of public improvement areas, utility easements, building envelopes and protective easements are left to the discretion a/future owners and may be removed Hazard trees within Conservation Easements can and should be removed and replaced in accordance with proposed easement language. Removal of 5 or more trees with a 5 inch or larger diameter requires an independent tree felling permit for each lot. Breeden Bros. Inc. (Owner) will be tbe developer and builder of the future single family homes on tbe impacted lots. Less tban 5 trees are being removed from outside of tbe identified building envelopes and will not require an individUal tree felling permit for each lot. In reference to SDC 38.040(3) staff provided the flowing findings; 1. The trees proposedfor removal are limited to those necessary to install subdivision improvements. Removal of trees for tbe LDAP amendment areas is consistent witb this finding because they are being removed to allow for lot development. 2. Trees within approved building envelopes may be removed at the time of subdivision development. Removal of more than 5 trees with a dbh of5 inches or greater located outside building envelopes and easements will require a separate tree fellingpermil pursuant to SDC, Article 38. Removal of trees in tbe LDAP amendment areas is consistent witb this finding because as described above, tbe LDAP amendments do not propose removing more tban 5 trees from outside of a building envelope on any single lot. 3. The standard is met subject to an approved development plan (i.e. public improvement plan for the affected areas). Removal of trees in tbe LDAP amendment areas is consistent witb tins finding because a refinement plan (LDAP Amendment) has been submitted for approval. Consistency with Tree Fellin!!: Conditions of Approval The River Heights project was issued a tree felling permit (DRC2006-00006) tbat included staff findings and conditions of approval. This decision included four conditions of approval tbat are reproduced below, Condition 1: All public rights of way, easement areas and building envelopes shall be field surveyed and staked prior to removal of trees allowed in accordance with this decision. All trees to be protected shall be 25,58 Prairie Road, Eugene, Oregon 97402' Phone (541) 688-8322' Fax (541) 688-8087 PRE-SUBMITTAL RECIO JUL 3 1 2009 .' . Memorandum Page 4 016 fenced with orange construction barrier to protect root zones. The landscape architect shall inspect all protective easement areas after construction activities to verify the health of all trees along the common boundary between construction and protected areas. Any tree compromised by constniction shall be removed and a replacement tree shall be planted in accordance with the planting methods described in the adopted Vegetation and Re-vegetation Plan. The submitted LDAP Amendments comply with this condition of approval. Shown on the submitted site plans are all recently surveyed trees and the building envelope areas. Trees located inside of the building envelopes can be removed in accordance with the issued tree felling permit. Prior to grading activity, LOAP Staff will inspect the limits of activity and confirm tllat trees identified to remain are marked with orange construction fencing. Condition 2: Natice of Intent to proceed shall be provided to the City and residents of abutting properties along the north boundary of the subject site (Ambleside) 5 days prior to the commencement of tree removal work. This condition of approval is not applicable to the LOAP Amendments as the work is not adjacent to the north property line. Prior to right-of-way tree removal notice was sent to the adjacent developments. Condition 3: Prior to tree removal, the applicant's landscape orchltect and a forestry consultant shall provide a written assessment of the risk of wind throw to the stands of timber to remain on the subject site, including preservation easement and residential construction areas abutting the RWD property. The wind throw assessment shall be completed prior to removal and incorporated into a Revised Vegetation and Re-vegetaJion Report along with any measures taken to reduce wind throw risks prior to Final Plat Approval. This condition of approval is not applicable to the LOA? Amendments because no significant stands of trees are present in the areas to be graded. Condition 4: The Vegetation and Revegetation Report and CCRs shall be revised to prohibit fencing within Preservation Easements and limit the use o/fencing within Conservation Easements. Fences within or around tree conservation easements shall be placed to avoid root damage, be non-site obscuring and be constructed, coated or painted black to blend with existing vegetation. Fences sholl not extend south of the tree conservation easement at north property line across utility easements. Fences along the north property line shall be in accordance with the fencing standards of SDC Article 16. The applicable portions of the tree preservation easements shall be included in deed restrictions and CCRs subject to review and approval by the City of Springfield This condition of approval is not applicable to the LOAP Amendments and is project specific. This condition will be addressed at the time of final plat processing. Consistency with Tree Felling Conclusion All trees to be removed during the LOAP Amendment work is the minimum to allow for lots fill to be placed in project acceptable areas. This tree removal is consistent with the issued tree felling permit because the removal will be either from the building envelopes and no more than 5 trees from outside of the envelope for any individual 101. The proposed LDAP amendments will result in approximately a total of 17,000 cubic yard of excavated material staying onsite. Placement of this material onsite will eliminate over 2,000 truck trips leaving the site and reduce the construction traffic past adjoining properties. 25358 Prairie Road. Eugene, Oregon 97402. Phone (541) 688-8322. Fax (541) 688-8087 PRE-SUBMITTAL RECIO .JllL :I ] 2009 . . Memorandum Page 5 016 LDAP Amendments Consistency with Hillside Development Approval The River Heights project included a Hillside Development approval because portions of the site are located above the 670 foot elevation mark and include slopes exceeding 15%. The proposed LDAP Amendments were developed to be consistent with the underlying Hillside Development approval. Springfield Development Code Article 26 provides the requirements for Hillside Development. The City of Springfield issued a decision with staff analysis for the Hillside decision (DRC2006-00005). Section 26.050 Development Density Options, 26.060 Street Grade Standards, and 26.090 Fire Protection Standards are not applicable to the LDAP Amendments. The LDAP Amendments are consistent with SDC 26.070 Reports Required as described in the following analysis. SDC 26.070(1) SDC 26.070(1) requires that a soils and geology report be prepared for the site that includes recommendations for grading and development of the project. GeoScience Inc., has prepared geologic reports that included design recommendations in July of 2005, July of 2006, and August of 2007. Additionally, GeoScience has continued to be involved during street and utility construction to observe and provide recommendations. These observations have determined that material excavated from areas of the streets and utilities is suitable for lot fill. As described in EGR's July 14, 2008 memorandum, GeoScience will observe, report and provide a final certification or recommendations for all lot fill placed. The LDAP Amendments have been prepared in accordance with GeoScience's recommendations. SDC 26.070(2) SDC 26.070(2) requires a grading plan report that include existing and proposed grades, details of the terrain and area drainage, location of existing structures, direction of drainage flow and approximate grade of streets, and finished contours to be achieved by grading. The LDAP amendment site plans prepared by EGR & Associates include all of the required information and are a refmement of the grading plan submitted with the tentative subdivision. Specifically, these site plans show the lot area, future building envelopes, 5-foot interval existing and proposed contours, significant vegetation, and erosion control requirements. The proposed grading activities will not alter the surface water drainage patterns and are consistent with the stormwater management plan prepared for the development. LDAP Amendments Hillside Development Conclusion Submitted LDAP amendments are a refinement of the original subdivision and hillside development approvals. The Owner and EGR have developed the LDAP'amendments for consistency with the underlying land use approvals and balancing the goals of the project. eRE.SUBMITTAl REC'O 25358 Prairie Road, Eugene, Oregon 97402. Phone (541) 688-8322, Fax (541) 688-8087 JUL 3 1 2009 . . . . Memorandum Page 6 016 Summary The submitted LDAP amendments will result in approximately 17,000 cubic yards of material excavated from the public streets and utility construction to be safely placed on private lot areas. Grading work will be consistent with the project geology reports and GeoScience will be providing onsite recommendations, observations, reporting and fmal certifications or recommendations. EGR has prepared the submitted LDAP amendments to be consistent with the underlying land use approvals. The submitted amendments are a refinement of the conditionally approved tentative grading plans. Twenty-two trees will be removed from outside of the public street and utility construction. As demonstrated above, not more than five trees will be removed from outside of a building envelope on any single lot. The proposed grading activities will not alter the surface water drainage patterns as documented in the approved stormwater management plans. All disturbed areas will be stabilized by the methods and schedule established for the LDAP. If you have any questions, comments, or additional concerns please contact me at your earliest converuence. PRE-SUBMIlTAl REC'O JUL 3 1 2009 25358 Prairie Road' Eugene, Oregon 97402, Phone (541) 688-8322. Fax (541) 688-8087 .K' /7 - /" . ."., I,'" ~~~~S~::n~T "~~d~ ;~:;WR~c;~d~" ~uuo.uo~c~c 111I~111l1 !III11III1UII ~Iml 1111 15L 00 0103413820080059636006006010/3012008 02:04:39 PM RPR-AGRE Cnt=l Sln=6 CASHIER 07 $30.00 $10.00 $11.00 This agreement is between Breeden Bros., Inc. ("Breeden") and Rainbow Water District, an Oregon municipal corporation ("Rainbow"), regarding an exchange of land owned by the respective parties located in River Heights Subdivision on Moe Hill, in Springfield, Oregon. This agreement supercedes the agreement with this same title, signed by the parties on March 12, 2008. . ~.' .....~ .".- , "7 RIVER HEIGHTS LAND EXCHANGE AGREEMENT The parcels involved in the exchange are described on Exhibit A, for the property belonging to Rainbow and Exhibit B, for the property belonging to Breeden and incorporated by this reference. RECITALS: A. Rainbow owns property adjacent to its Moe Hill water reservoir. Rainbow has determined after public meeting that the property is not needed for public purposes and that property owned by Breeden would benefit the public. B. ORS 271.300 to 271.360 authorizes an exchange of property subject to the requirements stated therein. C. The parties agree to exchange their respective properties as described above, subject to the following terms and conditions: 1. Appraisal. The parties will share the cost of an independent appraiser for the purpose of verifying the property being received by the District is of equal or superior useful value for the public use. 2. Preliminary Title Reports. Each party will provide the other with a preliminary title report showing the condition of the title of property to be free and clear except for easements, reservations, and restrictions of record. If.either party in review objects to the state of the title, and such objections cannot be resolved, this agreement may be cancelled by written notice to the other party. 3. Legal Description - Breeden will prepare the legal description and property exchange documents at Breeden's cost for review and approval by Rainbow. 4. Deed Restrictions. a. Site Conditions. The parties acknowledge that conditions exist on the respective properties and the proposed lots in the River Heights Su~division which abut Rainbow's property, that prior to development will require slope stability evaluation, house foundation pad evaluations, a review of rock fragment hazards, and fencing standards. PRE-SUBMITTAL REC'O JUL 3 1 2009 Agreement - Rainbow Water District I Breeden Bros. - Page 1 After Recording Return to Rainbow Water District, P.O. Box 8. Springfield. OR 97477 . . b. Report. The parties have reviewed Gunnar Schlieder's report of 4/27/07, which is attached hereto and incorporated by this reference as Exhibit C, setting forth the geologic and topographic issues and their solutions on the affected properties. c. The parties will develop deed restrictions to apply to each specific lot (property) which abuts Rainbow's property. The deed restrictions will include detailed requirements to protect Rainbow's property and all of the abutting lots from potential hazards incurred by their development, prior to issuance of building permits on any of the lots. Such deed restrictions will have specific provisions to allow specific enforcement by either party, their agents, or assigns. 4. Fencing Standards. The parties acknowledge that fencing is required as a part of the exchange. The City of Springfield's site approval conditions for the River Heights Subdivision include a requirement for fencing the entire Rainbow site and Rainbow's access road to the tank, (referred to as Tract "B"), with 6' chain link fencing and entrance gate. The fencing shall be installed during construction of the public improvements in the subdivision and shall be completed prior to final ownership transfer from Breeden of any lots in the subdivision. The cost of the fencing and its installation will be shared equally between Breeden and Rainbow. All fencing materials will be black in color and will meet the following minimum standards: a. Corner Posts - 2 7/8" diameter, schedule 40 galvanized steel, bury depth (set) 3' in concrete. All fence corners which are located at all iron rod property corners will consist of two posts, separated from the property iron rod a minimum of 2', or other agreed distance, to allow the property corners to remain undisturbed by the fencing installation and to allow the fencing fabic and other fencing materials to run behind the property corner (on Rainbow's property). b. Line Posts - 23/8" diameter, schedule 40 galvanized steel, bury depth (set) 3' in concrete. Post spacing at equal intervals, with maximum post spacing 10' C.c. c. Top Rail - 1 5/8" diameter, schedule 40 galvanized steel. d. Chain Link Fencing Fabric - 9 gauge galvanized steel. e. Bottom Tension Wire - 6 gauge cold drawn wire with hog ring conm~ctions to fencing material at 24" c.C. f. Fencing Fabric to Post Ties - 9 gauge steel at 16" C.c. g. Gates (2) - Two full height gates which together span the full '1'idt!1,.of~he access road to Rainbow's parcel, (Tract "B" as shown in the RiJlfrl~Mi~~mAL REC'D Agreement - Rainbow Water District / Breeden Homes - Page 2 JUL 3 1 2009 . . Subdivision Improvement Plans by EGR & Associates, Inc, dated 4/25/2007) at a location on Tract B to be mutually agreed by the parties. The gates shall be fabricated with 1 5/8" diameter, schedule 40 galvanized steel frames continuous welded at the corners, all welds coated with cold galvanizing material and top coated with aluminum top coat. h. Gate Posts - 4" diameter, schedule 40 galvanized steel, full height, minimum bury depth (set) 3' in concrete base. i. Protective Fencing - The parties acknowledge that the fencing standards cited herein do not meet the criteria for a protective fence cited in Mr. Schlieder's letter (page 3, paragraph 4). If a protective fence is chosen as part of the remedial measures cited in paragraph 4 above, these criteria will be modified, as necessary and mutually agreed to by the parties in writing. 5. Applications and permits. The parties agree to cooperate and assist in the filing of any necessary applications for subdivision or similar modifications with any government entity. All such modifications shall include a reference to deed restrictions that are to be specifically developed, recorded, and applied to respective lots. 6. Disputes. If the parties are unable to agree upon language for deed restrictions or other provisions of this agreement, this agreement may be terminated by ten (10) days written notice, listing specifically the issues of disagreement. The parties may agree to meet and discuss any areas of disagreement prior to the effective date of a termination of this agreement. All notices shall be sent to the parties at the addresses listed below: Superintendent Rainbow Water District P.O. B ox 8 Springfield, OR 97477 Breeden Bros., Inc. 366 E. 40th, Suite 250 Eugene, OR 97405 Dated this2'1~ay of Got ,2008. RAINBOW WATER DISTRICT: BREEDEN BROS.: . ------. Agreement - Rainbow Water District / Breeden Bros. - Page 3 After Recording Return to Rainbow Water District, P.O. Box 8, Springfield, OR 97477 ~ By" . Title: e eo PRE-SUBMITTAL REC'r JUL 3 1 2009 BY:~~~~ Title: 0<-<, ,db'! V I}/I Q<.J . . State of OREGON County of LANE This instrument was acknowledged before me on October 30,2008 by Byron G. Roberts of Breeden Bros.. Inc. and J. Timothy Hanley of Rainbow Water District. . OFFlCIAL SEAL . KATRINA ANTONETTE KING \. .i NOTARY PUBUC-OREGON . . .' COMMISSION NO. 409560 MY COMMISSION EXPIRES AUG. 31, 2010 PRE.SUBMITTAL REC'D JUL 3 I 2009 Exhibits, A. B. and &iver Heights Land Exchange Agreement, pa_ Exhibit A. to River Heights Land Exchange Agreement That property described in a Warranty Deed, recorded on February 19, 1965 in Reel 126, Reception No. 92973, Official Records of Lane County, Oregon. Exhibit B. to River Heights Land Exchange Agreement That property described in a Warranty Deed, recorded on February 24, 2006, on Document No. 2006-012730, . Official Records of Lane County, Oregon. Exhibit C. to River Heights Land Exchange Agreement April 27, 2007 Mr. Tim Hanley, P.E. Superintendent Rainbow Water District P.O. Box 8 Springfield OR 97477 RE: LAND EXCHANGE AND SLOPE STABILITY, MOE MOUNTAIN RESERVOIR Dear Mr. Hanley: I am writing this letter to summarize the findings and recommendations regarding the slope stability ramifications of the proposed land exchange at Mae Mountain between Breeden Homes, Inc. and the Rainbow Water District. The water district owns the western top portion of the hill and maintains a water reservoir there. The top portion of the hill was graded flat in the 1960s to accommodate a smaller water tank to the west of the current reservoir location, and more grading was performed in the eastern portion of the water district property to construct the current, larger reservoir. The initial tank was demolished. The top of the hill is underlain by a fine-grained igneous rock unit which was also previously quarried on the southeastern flank. The fresh-state rock is mantled by a weathering zone of variable depth. In the saddle between the eastern and western high points of the hill, test pits excavated for the geotechnical assessment for the River Heights subdivision indicate that the rock is completely decomposed (more than 50 % remoldable with finger pressure) to a depth of 10.5 feet. At the top of the eastern knob and in the quarry area, fresh-state rock is present from I to 3 feet below the surface. On the north-facing slopes below the reservoir area, the in-place decomposed rock is covered by an additional thickness of colluvial (slope-wash) deposits, consisting of a silty sand, with medium dry strength, low toughness, and rapid dilatancy. In the area in question, immediately north of the water district property, the soil is almost non-plastic, indicating that the content of fines is probably on the order of 20 to 25 %. The grading for the construction of the water tanks resulted in exposure and excavation of more than an estimated 1,000 cubic yards of fresh-state rock, which was placed mostly along the edges of the graded area to provide flat areas which can be used for service vehicle access. Maximum fill depths are probably on the order of 10 to 12 feet with much of the fill placed at least 6 to 8 feet deep along the margin of the tank pad. In the northwest portion of the site, all the fill exposed on the slope consists of rock fragments up to 4 feet in maximum diameter, and practically no fines are exposed on the fill slope. In this portion, the full slope is at angles ranging from 80 to 90 %. In the northeastern ' portion, larger igneous rock fragments are mixed with finer crushed rock, soil, and concrete residue. The fill slope in this area was measured with a clinometer at an overall angle of67 % with a maximum slope,angle of76 %. Observations were made on the slopes below the entire perimeter of the water tank pad. No evidence of slope movement (tension cracks, scarps, buried or leaning trees, closed-contour depressions, mid-slope benches etc) were noted in the east-southeastern, northeastern, and north-northwestern portion of the site, where the slopes below the edge of the fill slope are on the order of 40 % or less. However, at several locations, rock fragments up to 3 feet or more maximum diameter were noted to be either piled behind' larger trees or laying on the slope up to 100 feet or more north of the north edge of the fijj slope. These rock fragments appeared to have originated at the fill slope and some appeared to have been in place longer than others. Minor tension cracks and looser rock fragments were noted on the west side at the west edge of the fill, in an area where the slope is in excess of 80 %. More significant movement, resulting in minor (I to 2 feet high) scarps, tension cracks and leaning smaller trees, was noted on the southwest-facing portion of the slope around the tank pad. And more deep-seated movement with displacement possibly on the order of several feet was noted in the south-southeast facing portion of the fill slope located approximately south-southwest of the existing tank. A mid-slope bench is also located in this area, an estimated 200 to 300 feet south of the south edge of the fill, which may be the result of a much older slope movement. Several large fir trees, estimated at ISO years or more old are growing on this bench, indicating that much of the movement that formed the bench predates the trees. Older fir trees are absent between the bench area and the top of the fill slope, indicating that more recent movement may have precluded larger trees from growing there. The property line(s) have been surveyed and the stakes placed along the eastern boundary of the water district property indicate that the toe of the fill for the tank pad is located several feet, if not close to 20 feet easCffr!ietproIierwAt'tEC'D ' extending onto Lot 38 of the proposed River Heights PUD. I oJ Uh'", JUL 3 1 2009 Eet C to River Heights Land Exchange Agreem.age 2 Due to road grades relative to lot elevations, it appears to be more easily feasible to access lot 38, 40 and possibly lot 41 from a shared driveway starting at lot 39. In order to minimize the impact to the lot sizes, Breeden Homes is interested in a land exchange with the Water District where the northern boundary of the water district property is straightened and moved southward. In exchange, Breeden Homes would provide the Water District an equivalent amount of land in the area currently located west of the water district property, which would allow future filling in that area for construction of another water tank of a size equivalent to the existing reservoir in the western portion of the water district property. Discussion With the exception of possible, older, larger-scale slope movement on the slope to the south of the existing water tank, which may have resulted in the larger bench down the slope, no evidence of large-scale preexisting slope movement was noted on the slopes below the water tank pad. Portions of the fill in the western and southwestern portion of the pad appear to have been subject to minor slope movement, mostly as a result of placement of the fill in places at angles exceeding 100%. None of the areas with evidence of either old slope movement or more recent fill slope failures is located on or above portions of the hillside which will be subject to residential development under Breeden Homes' plan. As a result, no remedial action appears required at this time. If and when a new water tank is constructed in the western portion of the site, it is recommended to conduct a slope stability foundation assessment in that area at that time. Therefore, two main concerns related to slope issues remain associated with the planned lot line adjustments. The first issue is the fact that the new lot line will be located very close to the northern toe of the fill slope in the northeastern portion of the site where the eastern toe of the fill slope is already located over the property boundary. Because the fill appears to have been placed essentially at the angle of repose (steepest un-retained angle which can be achieved with the fill), any cutting at or close to the toe of the fill may result in minor failures of the edge of the fill, which would then progress headward, potentially impacting the width of the access road around the existing tank. This risk can be addressed by requiring the toe of the cut slope to be located no closer than a 2H : I V slope from the toe of the fill. Alternatively, any driveway in that area could be constructed entirely as an embankment, possibly utilizing mechanically stabilized earth (MSE) technology. An actual design of such a driveway is beyond the current scope of services. Similarly, the location or elevation of the house pad on Lot 38 may need to be adjusted to allow for a 2H : 1 V slope from the toe of any cut to the toe of the current fill slope, or a retaining wall may need to be constructed along the west side of the residence to preclude a risk offill slope failure as a result of the construction. These measures serve to address potential issues with fill slope failures as a result of grading on the PUD property, which may affect the usable flat area around the water tank. However, this does not address the risk to future homes on the PUD property from rock fragments dislodged from the fill slope either by natural causes or by human activity. In order to reduce this risk, it is recommended to either install a topographic barrier (e.g. adverse south-facing slope) along the toe of the fill slope to capture rolling rock fragments, or to construct the fence required in the agreement along the property boundary as a protective barrier, or both. Again, whereas these measures are clearly feasible, a detailed design of this mitigation system is beyond the scope of this assessment. In addition, it is recommended to move rock fragments which have already piled up behind trees on the slope above the proposed home sites in order to preclude these fragments from being dislodged by wind-throw of the trees. Recommendations Prior to design of the driveway(s) for Lots 38 through 41, it is recommended to conduct a detailed survey of the location of the toe of the fill slope around the tank pad. Per discussions with Byron Roberts of Breeden Homes, it may be cost-effective to perform this task during road construction. Once a detailed survey is available, design of the driveway and house pads can be conducted to comply with one of the options for safe grading outlined above such as maintaining a minimum 2H : 1 V slope from toe of cut to toe of fill, or embankment-type construction, or some other alternate method which would result in a similar reduction of the risk of slope failure. Provisions should be included either in the grading or fence design along the northeastern and northern boundary of the water district property to preclude larger rock fragments which may be loosened from the fill slope by natural causes or human activity from impacting residences on the slope below. In addition, it is recommended to move rock fragments currently located immediately upslope of larger trees on the slope below the actual fill slope in order to preclude re- mobilization of these boulders as a result of wind-throw of the trees. I hope that this discussion and the recommended risk mitigation measures serve to address the issues of concern related to the proposed lot line adjustments and the proximity of residential development to pre-existing Water District facilities. If you have any questions regarding this matter please do not hesitate to contact me at ~07-5700. Sincerely, GeoScience, Inc. PRE-SUBMITTAl REC'O JUL 3 1 2009 Gunnar Schlieder, Ph.D., CEG cc: Breeden Homes, Inc. , ,- 'I' ~; (~, . ~~S~~n:~ ~:~::; ::y~:c~;~~ 200~~G 1111111111111111111111111111111111111111111111 r $41,00 0103414220080059838004004710/301200802:04:39 pft RPR-OEEO Cnl=1 Sln=6 CRSHIER 07 S20.00 S11.00 SI0.DO After Recording Return to: Until change is requested Send tax statements to: Breeden Bros., Inc. 366 East 40lh Avenue Eugene, Oregon 97405 Breeden Bros., Inc. 366 East 4011\ Avenue Eugene, Oregon 97405 PROPERTY LINE ADJUSTMENT DEED Breeden Bros., Inc., Grantor and Rainbow Water District, an Oregon municipal corporation, Grantee are the owners of 2 adjoining units of land, to be called Units 1 and 2 in this Property Une Adjustment Deed. Breeden Bros., lnc" Grantor (Unit 1) and Rainbow Water District, Grantee (Unit 2), are setting an adjusted property line between Unil1 and Unit2 10 comply with lane County land Use Regulations and the provisions of O.R.S. 92.190(4). The purpose is to convey a portion of Unit 1, Grantor property to Unil2, Gran.tee property. The true consideration for this conveyance is to satisfy the River Heights land Exchange Agreement between Breeden 8ros" Inc. and Rainbow Water District. 1. The description of Unit 1 prior to the property line adjuslment: That property described as Unl12 m a Property Lme Adjustment Deed, recorded on nT~e~. ~g: 2008 on Document No 2008- 59t....e ~ , OffIcial Records of Lane County, Oregon. 59"3'8 "'-'1. Following Ihis Property Line Adjustmenl, the description of Unit 1 will be as follows: An area of land in the Northeast 1/4 of Section 30, Township 17 South, Range 2 West, Wfllametle Meridian and being more particularly described as follows: Commencing at a 5/8" rebar in the center of a 40 fool roadway; said rebar being North 26009'Wesl a dislance of 494.8 feet, North 87"59'West a distance of 1499.09 teel and South 1037'58" West a distance of 689.32 feel from the Section Corner common to Sections 19, 20, 29, 30, TownShip 17 South, Range 2 West, Willamette Meridian; thence North 78052'03" East a distance of 52.03 feet to a 5/8" rebar; thence South 7"56'09" East a distance of 20.01 feet to the TRUE POINT of BEGINNING; thence South 78052'03" West a distance of 50.07feet; thence along the arc of a 154.81 foot radius curve right (chord bears North 76051'39" West 135.91 feet) an arc distance of 140.70 feet; thence along the arc of a 64,26 foot radius curve left (chord bears North 73046'S9" WesISO.13 feet) an arc distance of 51.50 feet: thence South 83"15'00" West a distance of 1043.18 feet; thence along the arc of a 1122.76 fool radius curve left (chord bears South 79046'26" West 136.09 teet) an arc distance of 136.17 feet: thence South 76017'06- West a distance 01226.64 feet; thence along the arc of a 429.97 foot radius curve right (chord bears South 88031'08~ West 133,91 feel) an arc distance of 134.45 reetto the center of an irrigation ditch; thence along said irrigation ditch the following courSeS: South 30"43'32" East a distance of 400.97 feet; thence Soulh 43056'32" East a distance of 354.91 feet; thence Soulh 71042'32" East a distance of 69.05 feel; thence South 83053'32" East a distance of 373.94 teel; thence South 65059'32~ East a distance of 195.92 feet: thence South 48020'32" East a distance of 104.96 feel; thence South 72056'32" East a distance of 100,52 feet thence South 73021'32~ East a distance of 124.16 feet: thence South 30051'32" East a dislance of 126,35 feet 10 the northerly righl-ot-way of Ihe former Southern Pacific Railroad; thence along said northerly right-ot-way. North 59026'33" East a distance of 456.24 feel: thence continuing along said right-of-way and along a tapered curve left (chord bears North 5J053'20" East 146.53 feet) an arc distance of 146.56 feet: thence continuing along said right-at-way and along the arc of a 905 foot radius (chord definition) curve left (chord bears North 47057'59" East 251.99 teet) an arc distance of 252.81 feet; thence leaving said northerly right-of-way, North 52041'35" West a distanCe of 397.14 feet to a 5/8" rebar; thence North 7056'09" West a distance of 439.86 feet to the TRUE POINT of BEGINNING, all in Springfield, lane County, Oregon, Excepting therefrom: Commencing at a 3/4" iron pipe set in County Survey File No. 13777. said pipe being South 79018'54" West a distance of 2552.71 feet (record South 79019'55" West a distance of 2552.66 feel) from the Section Corner common to Sections 19, 20, 29, 30, Township 17 South, Range 2 West, Willamelle Meridian: thence South 16023'52' East a distance of 42.71 feet to the TRUE POINT of BEGINNING: thence South 16023'52" East a distance of 189.25 feet 10 a 3/4" iron pipe set in County Survey File No. 13777: thence South 73033'48" West a distance of 308.00 feet; thence North 61035'17" West a distance of 64.44 feet. thence North 26038'58~ West a distance of 58.54 feet. thence North 18024'02" West a distance of 104.83 feet' thence North 52050'20" West a dislance of 56.09 feet: thence North 80030'41" Easl a distance of 310_31 feet to the TRUE POINT of BEGINNING, all in Springfield, Lane County, Oregon. Bearings are based on the County Survey File No. 13777 (North line of Roadway on survey) PRE-SUBMITTAL R :C'D JUL 3 1 200 Breeden-Rainbow PLA 2 Page 1 . . 2. The reference to the description of Unit 2 prior to the property line adjustment: ThaI property described as Unitt in a Property Line Adjustment Deed, recorded on ~ 2lZJ Zd2>8 2008 on Document No. 2006. .Y'7' ~S- , Official Records of lane County, Oregon. 6"1~ Following this Property Line Adjustment, the description of Unit 2 will be as follows: An area of land in the Northeast 1/4 of Section 30. Township 17 South, Range 2 West, Willamette Meridian and being more particularly described as foHows: Commencing at a 3/4- iron pipe set in County Survey File No. 13777. said pipe being South 79016'54" West a distance of 2552.71 feel (record South 79019'55" West a distance of 2552.66 feet) from the Section Corner common to Sections 19, 20, 29, 3D. Township 17 South, Range 2 West, Willamette Meridian; tllence South 16023'52" Easl a distance of 42.71 feet to tile TRUE POINT of BEGINNING; thence South 16023'52" East a distance of 189.25 feet to a 3/4" iron pipe set in County Survey File No. 13777; thence South 73033'48" West a distance of 308.00 feet thence North 60036'20" West a distance of 64.44 feel" thence North 26c38'58~ West a distance of 58.54 feel' thence North 18024'02" West a distance of 104.83 feet. thence North 52050'20" Wesl a distance of 56.09 feet; thence North 80030'41" East a distance of 310,31 feet to the TRUE POINT of BEGINNING. all in Springfield, lane County. Oregon. Bearings are based on the County Survey File No. 13777 (North line of Roadway on survey) The adjusted property line is underlined In the preceding descriptions. The portion of Unit 1 that is being conveyed to Unit 2 Is described as follows: An area of land in the Northeast 1/4 of Section 3D, Township 17 South, Range 2 West, WilJamette Meridian and being more particularly described as follows: Commencing at a 3/4- iron pipe set in County Survey File No. 13777, said pipe being South 79018'54" West a distance of 2552.71 feet (record South 79019'55~ West a distance of 2552.66 feet) from the Section Corner common 10 Sections 19, 20, 29, 3D, Township 17 South, Range 2 West, Willametle Meridian; thence South 16023'52" East a distance of 42.71 feet; thence South 80030'4r West a distance of 310,31 feet to the TRUE POINT of BEGINNING; thence South 16024'4r East a distance of 226.79 feet; thence North 61035'17" West a distance of 64.44 feet; thence North 26038'58" West a distance of 58.54 teet; thence North 18024'02" West a distance of 104.83 feet: thence North 52050'20" West a distance of 56.09 feet; thence North 80030'41~ East a distance of 7.35 feet to the TRUE POINT of BEGINNING, all in Springfield, Lane County, Oregon. Exhibit A Is a drawing of the property after the Property Line Adjustment. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER CHAPTER 1, OREGON LAWS 2005 (BALLOT MEASURE 37 (2004)). THIS INSTRUMENT DOES 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, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER CHAPTER 1, OREGON LAWS 2005 (BALLOT MEASURE 37 (2004)). 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 PERSONS OR PERSONS ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE COUNTY PLANNING DEPARTMENT TO VERIFY ALLOWED USES. PRE-SUBMllTAl REC'O JUL 3 1 2009 Page 2 - . . . Dated this JI. 29 - dayof ~ol. ,2008 ~~~ Breeden Bros., Inc. STATE OF OREGON ) )ss County of Lane ) I) QFAC\Al..SEAl. KATRINA ANTONETTE IQNG , .' NOTARY PUBUC.QREGON . COMMISSION NO, 409560 MY COMMISSION EXPIRES AUG, 31,2010 4. ' On this ~day of ~, 2008, personally appeared before me the aforementioned Byron Roberts and acknowledged the foregoing instrument 10 be his voluntary act and deed. ,WlO Dated this 29/7/ day of LJ.... r?N:!!3~ ,2008 ~ _ OFFlClALSEAL , . KATRlNA AIITONETTE KING ". . NOTARY PUBUC-OREGON COMMISSION NO, 409560 MY COMMISSION EXPIRES AUG, 31, 2D1D . Timothy Hanley, Supe ot Rainbow Water District STATE OF OREGON) Iss County of lane ) On this 2.q-U.... day of OC;t""D~. . 2008, personally appeared before me the aforementioned J. Timothy Hanley and acknowledged the foregoing instrument to be his voluntary act and deed. PRE.SUBMITTAl EC'D JUL 3 1 20 9 Page 3 <') PROPERTY LINE ADJUSTMENT SURVEY !l~ NORTHEAST 1/4 OF ~:CTION 30, 1178, R2W, W.M. :I f;; nue ilMlUC. . """" SPRINCFlEl.D. LANE COUN1"Y, OREGON tl: ~ ""'~~ SEPTEMBER '9, 2008 j~;/;j BREEDEN BROS,. INC, BEARING - =-: ~-r,~ S TAX LOT 700 BASIS 0" ~'-csF tJ7111 lQflllO ~pt..,-;Jf'.-'( :::::; .., -CN3J15..'If..;5.:.:r4','!_J.;.!!' J.,2J) nuo J/....",!'PC """" ,-..J ~ ~.3N.'''(..Ilt4.lII, __r ,c:JJTIJr" {HI3'''''''''l ..- =1H~~k -- .~USI.J' a -\1-'" c.uDIIfT",~"'IDPIISIJIIICT \ \ ~J/'.':""IIt,...PtRCTIJ", _",,/ =:',~::~:~-m ~~===.~~---r\\\ _PffOI'OIrrUllll",/~~/rt/~~/l/' UN: _.-n~" "r.... "-" I .... pIU'IlI':s,jT."'.'" \\ 1 ---f\~ /' ['A$lXlII'r/gorrlT~ _"1--' , // ='ff'..;::~r-""""'~- / ! NOT TO SCALE k q c( I- - m IIIIiII z >< w -- UfiElUJ /' / / @ - ~~~,;:~ UIUSliJllO/UI'O_ f!t!'fD.lP:,un.r.- 'I.' uJ:;u,'.~ ~ ~_~tDWJI1SrI!~.6". r_ Af,~ -.c III _ ~/XU1I%I fICMf ~r snJ } _ ClDID GIlT'" - -.au ~ ~a~lIII01Ul }_"f'CICIW)D04TA_ClSTIlIOI,nr (}MNrR AND APPliCANT tJRm)OI 8RO$.., NC. JU LAST 40rH AKHUC ClJGOIE,ORffJONlll<W$ RAJH80'IIIt'ArDl 0iS11lICr r5JO NORIH t2M' srwar SPfltN(7'IClD. OREGON 9'477 ItIAP NO. 11-0Z_J() TAX LOrs <<XI AND &01 . lJoI'l[lD.'Irr_~~ C.S.fU lOCI, ~O"'I[ l ~ _...r_rl't1JtIOCI<'.l:S:I.,....<<-. tAI'I"~n:~_~.wlXIIPS. n;u,o.J/"__ /-~'= ".' .. .... .. N U .. ..w:';:"l ~~''OJ"W ./ ...- .) J---.... '.., \ f'RUK POINT 0' -/ B'='/J.q_fIOIaT,.."" I \ =":;~I';W':~';:=:~ J1n,:v.'"" \ ~~~~~:~ Mil \ \ ~ \ . \ \ u.sDCl'I'r~fTT1C11't\COII" \ /lID1~__lIOlRU:l,l.MII" Y- CllXMr>;_CW'II:UtIlfQlllSl$. 1 " " ..., BREEDEN BROS., lNC. TAX LOT BOO ......_1TlH: ...., 1Q#Cl: Itr:.::: \ --~'~, .-o:ns1lOlD~1l" UJGI.'__III' O$~t .wr;:p_ NO nfl~ LUi(:Ol:UWn:O'!(OCWar1lQ.II.- '" nuIIIlI1'~4.__ 1'f1IWlJ71' \ \ ~ Iifl?JI'J '''''' /~;e.'tJ1\lI'J " ~ fIC'l}lJ&= .^, ~'t~"''''''_''''J',,"1 " ...~:~ ........ q;: '01), , '\0 ==::~ cuno "- uwo ~'I'"II",y. .-.'" I , . ' ~ l DETAIL -~/"'\'"'fl'~; 7~!..- \~ 7.S" \'f.~ " ' "'_.. \"1 , CURY8 TABU II...... IIN"'" $,.,,'''''rJDll,.' 'm ~.. ,.....,.JTT.lXl 1(14.39' u.' /r"""""'''_''''' .. U, ,,~ m ''''''' ,~ .11",,':U ,""" ,..". $I.:IIJ- "'$W"#...~,.r 1IQ1I' ,n~' s"...:.:."uo..... "'1," ".OT 1I'O~f"lI..... IIn.,,' ."'IT s1'f.....a....,,JILgf. ntl.'" ,"",.. ,..w 1J..I5' ~ " " .. "-~}W"lr a - NARM TIVE - __I('\'-.JlrU<<w.... _!V'~_.ro..wn _ ~or ~_A$SOOAlDsunt:I1lllS'lIt~_.wc:"'IlC_lNCot$t'/f (TJR"_.JlI'-oPIT$lV"lJIAJItE'llfStIllll.U<<11l:Mf1tONI.JJoIl ~<rIlft~JI;U; "'NMI$r_~~""UC<<1WllW H 1'IIIlJ'IlII1T<<J'IC1Ill"'_.tOCl. ".at-JIfJ TMLO'_~_' ~)- ~IIIO """"'..Jll. TMLO'''''' (1/'__Ibf'"IlIItr:\ H_or..- ffJ1f_~lMSrHC_1Nl.M"CII'OClU'IIrrlUl.....nJ:/Cl1P771'f11~ -...011 A aaso lIU_IlU_<<TJiIEZJI'__fOIICOoIIlI'a. .1It A -.w <<*"" Of' aOSUW OT I' M ,~_; 110'1:1'!" _ AOtoUSJIIlOI1. 1H(~,.".,rOTINI!f.-...rr.fA,,,..~.u/lOIftl.u_w aJt.fII'l'l'$lIfll'Tn.tNO. "I~.$ACI~M_IIl'tQ.osr ~lIROCIPSrANCC _ALAlEt:O.#o,.,.,.usCN'..__IM'_~1l(l;_Cll:JIIIIIOI(Jf' $fC_.JO. ""[U~I'IOJIIAIIII'OTr.u'(or"""as~~'_ rn::':~~~rrltl~%~~~OT~~~.k~J' SllXIIl'I-"""OT"..""rMXJt_JtI~~~~1:l .5UP~JtIA,/1(l~t.(IIIlfI:"",,,,-,eQMI'Y,CIIIRICN'1tAr.CO'IP$ ",.. IO'~Y-'-'ror rAX(Dr"""rs N'CDf>tJlUll('or rH:OZS_.w.Q:A::JI',u ~_(IlUIlrrsuntyruM1 "~_I>C'DlDl1Clll N'~rr .u~0#<I~ItO._DlI1.JCl(N/((I(l.Wrr.OI'Ircarr~ ~""SCIlJ_,.~rOf'tAXlOr_".(#oI("'1U:1'Alt4UaJtl IH( _1OQ1 CIlf>tJlUll(' (J1' IN(" 5l:lI_ P"on:~ __PM6JC "AUlW1IN("IItUC\.UIYorrAXlorNflUS~_Aorn>ltI "__I'[IIDtJlM:roU"fCOIIOfl)t:WlIIIl:!1:-.IG...,..'/f11Cl '19TJ.tA/III( txurm:CllrOCWOlnl7A.tIlr(%lllPSNCSlIII1OfPA/It}-...rJI'/IlIO#<IcotMrr _1O"tU'HO. tJ1Tf. I>lrSQIMKS'1(U11Of1tOTCD.Mrr_lofJ'ntC/fIICl 'J," lI4$...~r.oausrc'J'At':SrMOl%~DlS'A#IIOCftllJlSl'ClltW.rnr~~$fr .. ""-'lA'I'ltYrIUI'~!Zl:l .1H''''.''JO........",lO..I.OWPV.s1llC C4"$~'tIlI:........."LSI',... .... " ,~+~ ~~'.." ~~ ftRO-:rn::Al #~J:'~).' .. LlNDSURVtTOll \ '\"'J-, >to;::. PACIFIC -- .......'- DAMlll"'.8AK[A U18 [llPl~S 12/31/" \ \..\''"'"'''~u \ 'r.IOt"....' BAKER AND ASSOCIA. If'S. 5Uf?VFYORS UO MARf(U STRfO sPRfNGF'/ELD, OREGON (541) J"J-7l4J , CCffT/rY FHAr tHIS IIAP ...,.$ PR!1'NlCD U51HG A HP!S164!M INK CAlHRID<< ON AZON IJ~o.rU-" AlIL Ootl8LC AlArT( '. . . - .. I"!':llc:te:p."e TITLE CO. ml~ml~llli~uml, STATUS OF RECORD TITLE REPORT 2"" SUPPLEMENTAL BREEDEN BROS., INC. ATTN: ROB BREEDEN 366 EAST 40TH AVENUE EUGENE, OR 97405 Our No: CT-0258173 Date: APRIL 22, 2009 charge: $200.00 Government Service Fee: $25.00 As requested, Cascade T~tle Co. has searched our tract indices as to the following described real property: ( A T T A C H ED) and as of: APRIL 14, 2009, at 8:00 A.M. we find the following: .Vestee; BREEDEN BROS., INC. Said property is subject to the following on record matters: 1. Rights of the public in and to that portion lying within streets, roads and highways. 2. Rights of the public and governmental bodies in and to any portion of the premises herein described now or at any time lying below high water mark of the unnamed slough, including any ownership rights which may be claimed by the State of Oregon as to any portion now or at any time lying below the high water mark. 3. Any claim based upon the assertion that: Said land or any part thereof is now or at any time has been below the ordinary high water mark of the unnamed slough. Some portion of said land has been created by artificial means or has Accreted to such portion so created. Some portion of said land has been brought within the boundaries thereof by an avulsive movement of the unnamed slough, or has been formed by an accretion to any such portion. 4. Easement, including the terms and provisions thereof, granted to Benham Irrigation Company, recorded July 17, 1919, in Book 121, Page 66, Lane County Oregon Deed Records. 5. Easement, including the terms and provisions thereof, granted to the City of Eugene, recorded December 30, 1924, in Book 142, Page 276, Lane County Oregon Deed Records. 6. Powerline easement, including the terms and provisions thereof, granted to Mountain States Power Company, recorded March 8, 1929, in Book 161, Page 238, Lane County Oregon Deed Records. continued- MAIN OFFICE' 811 WILLAMETTE ST. . EUGENE. OREGON 97401' PH: (541) 687-2233 FLORENCE' 1901 HWY 101 - S. 2 . FLORENCE. OREGON 97439 . PH: (541) 997-8417 EUGENE FAX: 485-0307' E-MAIL: info@cascadetitle.com . FLORENCE FAX: 997-8246 PRE-SUBMITTAL REC'D JUL 3 1 2009 . " . . 7. powerline easement, including the terms States Power Company, recorded March 8, Oregon Deed Records. and provisions thereof, granted to Mountain 1929, in Book 162, Page 215, Lane County 8. Roadway grant, including the terms and provisions thereof, recorded September 8, 1947, in Book 355, Page 506, and corrected by instrument recorded January 9, 1948~ in Book 364, Page 185, Lane County Oregon Deed Records. 9. Easement, including the terms and provisions thereof, granted City of Eugene, by instrument recorded January 28, 1965, Reel No. 258, Reception No. 90327, .Lane County Oregon Deed Records. 10. Easement and maintenance provisions contained therein, including the terms and provisions thereof, granted to Rainbow Water District', recorded February 19, 1965, Reception No. 92973, Lane County Oregon Deed Records 11. Easement, including the terms and provisions thereof, granted Lane County, a subdivision of the State of Oregon, by instrument recorded October 11, 1982, Reel No. 1214, Reception No. 8230444, Lane County Official Records. 12. Deed of Trust (Line of Credit), including the terms and provisions thereof, executed by Breeden Bros., Inc., to First American Title Insurance Company, Trustee, for the benefit of Umpqua Bank, Beneficiary, dated January 24, 2008, recorded January 31, 2008, geception No. 2008-005464, Lane County Official Records, to secure payment of a note for $3,300,000.00. (Includes additional property) Said Deed of Trust was modified by Agreement dated May 28, 2008, recorded June 25, 2008, Reception No. 2008-035590, Lane County Official Records. 13. Assignment of rents due or to become due and accruing from said property, including the terms and provisions thereof, from' Breeden Bros., Inc., to Umpqua Bank, dated January 24, 2008, recorded January 31, 2008, Reception No. 2008-005465, Lane County Official Records. 14. River Heights Land Exchange Agreement, including the terms and provisions thereof, between Breeden Bros., Inc., and Rainbow Water District, an Oregon municipal corporation, recorded October 30, 2008, Reception No. 2008-059636, Lane County Official Records. NOTE: Taxes, Account No. 0113595, Assessor's Map No. 17 02 30, #700, Code 19-00, 2008-2009, in the amount of $8.52, PAID IN FULL. Taxes, Account No. 0113603, Assessorls Map No. 17 02 30, #8001 Code 19-00, 2008-2009, in the amount of $3,439.20, PAIn IN FULL. NOTE: This report is being supplemented to update the report, update the taxes, add new exception no. 14 and change the legal description. This report is to be utilized for information only. This report is not to be used as a basis for transferring, encumbering or foreclosing the real property described. The liability of Cascade Title Co. is limited to the addressee and shall not exceed the premium paid hereunder. CASCADE TITLE CO., by: V/ ( PRE.SUBMI1TAl REC'D JUL 3 1 2009 ar/Title Officer: KURT BEATY , ..... . . PROPERTY DESCRIPTION An area of land in the Northeast 1/4 of Section 30, Township 17 South, Range 2 West, Willamette Meridian, and being more particularly described as follows: Commencing at a 5/8 inch rebar in the center of a 40 foot roadwaYi said rebar being North 260 09' West a distance of 494.8 feet, North 870 59' West a distance of 1499.09 feet and South 10 37' S8H West a distance of 689.32 feet from the Section Corner common to Sections 19, 20, 29 and 30, Township 17 South, Range 2 West, willamette Meridiani thence North 780 52' 03H East a distance of 52.03 feet to a 5/8 inch rebar; thence South 70 56' 09H East a distance of 20.01 feet to the true point of beginning; thence South 780 52' 03" West a distance of 50.07 feet; thence along the arc of a 154.81 foot radius curve right (chord bears North 760 51' 39" West 135.91 feet) an arc distance of 140.70 feet; thence along the arc of a 64.26 foot radius curve left (chord bears North 730 46' 59H West 50.13 feet) an arc distance of 51.50 feeti thence South 830 15' DOH West a distance of 1043.18 feet; thence along the arc of a 1122.76 foot radius curve left (chord bears South 790 46' 26" West 136.09 feet) an arc distance of 136.17 feet; thence South 760 17' 06" West a distance of 226.64 feet; thence along the arc of a 429.97 foot radius curve right (chord bears South 880 31' 08" West 133.91 feet) an arc distance of 134.45 feet to the center of an irrigation ditch; thence along said irrigation ditch the following courses: South 300 43' 32H East a distance of 400.97 feet; thence South 430 56' 32" East a distance of 354.91 feeti thence South 710 42' 32" East a distance of 69.05 feet; thence South 830 53' 32" East a distance of 373.94 feet; thence South 650 59' 32" East a distance of 195.92 feet; thence South 480 20' 32" East a distance of 104.96 feet; thence South 720 56' 32" East a distance of 100.52 feet; thence South 730 21' 32" East a distance of 124.16 feet; thence South 300 51' 32" East a distance of 126.35 feet to the Northerly right-af-way of the former Southern Pacific Railroad; thence along said Northerly right-of-way~ North 590 26' 33" East a distance of 456.24 feet; thence continuing along said right-of-way and along a tapered curve left (chord bears North 570 53' 20" East 146.53 feet) an arc distance of 146.56 feet; thence continuing along said right-of-way and along the arc of a 905 foot radius (chord definition) curve left (chord bears North 470 57' 59" East 251.99 feet) an arc distance of 252.81 feeti thence leaving said Northerly right-of-way, North 520 41' 35" West a distance of 397.14 feet to a 5/8 inch rebar; thence North 70 56' 09" West a distance of 439.86 feet to the true point of beginning, all in Springfield, Lane County, Oregon. EXCEPTING THEREFROM: Commencing at. a 3/4 inch iron pipe set in County Survey File No. 13777, said pipe being South 790 18' 54" West a distance of 2552.71 feet (record South 790 19' 55/1 West a distance of 2552.66 feet) from the Section Corner common to Sections 19, 20, 29 and 30, Township 17 South, Range 2 West, Wi11amette Meridian; thence South 160 23' 52" East a distance of 42.71 feet to the true point of beginning; thence South 160 23' 52" East a distance of 189.25 feet to a 3/4 inch iron pipe set in County Survey File No. 13777; thence South 730 33' 48" West a distance of 308.00 feet; thence North 610 35' 17" West a distance of 64.44 feet; thence North 260 38' 58" West a distance of 58.54 feet; thence North 180 24' 02# West a distance of 104.83 feet; thence North 520 50' 20" East a distance of 56.09 feet; thence North 800 30' 41" East a distance of 310.31 feet to the true point of beginning, all in Springfield, Lane County, Oregon. PRE-SUBMIlTAl REC'D .JUL 3 1 2009 I -:I , J ? 'l! (~ ~ " ;~ '.. .. -. " ("; " :1, ,:. ,', :~~::i~~f;~P~<;~~ ;;:...jni:':~f!~~~~~~~~~~J1ifl~~01~~itl~~li'l Jtal~~l~I~i\I!rf~_~'~}l.~~1 .....~1f.:!~'De:ls.s."to. u-= uecut1czr:1ie-l"l!o:t;.. ..... ,~~",""",.. ,-............. '. ,'.' '"', _'. "'", '.... R'...J::...J1c.k:!:lam, ~.... ,",.. ,.' 'h~":'~, "Sft\i. 4FIO ._.' /:'::~~~ '.., .,"J. ;"" . _".';+".::~:' .' _ ,.~_' -........ .,:.", - .' ". .;.." ';-', , '''';'';'' .~. :;.~:.~;~::', ..... .. ;::':'~'.. ~:., ,::';., ',' ';", .', ..- .,"~,. -. ".' -'.:":-.:... S~.a1. .~he:d'a:,"-:8,nd: 7.e!J.r .. ," ". - . . ~...... . ..' .,~ -,: .... ..... ..~ ", '" . , . . ..... .. ..- . .- 5'o1'.9on.:: "Ja'CobSon . ;~~':"~-. :.:> :.-,:. ,. ," ':~:'N~t~~~r.~tlbl~;';~~-..Or.e~o~: .:,:" . . '. . t wrt.~ ,~,' t!?r:'Vi;~.~,W'~ ~'oii~si.iW';#tai;D~~",;;,~;,,,.t,: t.~.. c'';;'~rr O;.8~;, ""'~ '.~"~ct ~. to ;'aldi .... > ': "~ ;.,. ,'.: , .::"~:,:;" .~.'" -. :",:.., ,--.,' . :;:.?:"' . . "';.',,""~~~., ~ '.,.,-' - ~-~~"_.C~'" ,,,,.,...- '''' I.:iii; ~~~~~.t~~:" ..ri.,~:~i~;.j~:::: .4 ' , ';:2~li~;;:i;";;';ta~~" I mod tor r80.;"': ;I.I: ~9; ~919 9'~3 .'.l.;'~.. .wr.' PRE-$UBr~J TTAl REC 0 !if;(h;:.,:....;: r...,;:~~".1~. . . ,. .... .<~: ~~ 11' 20,09 . '. TO:-:~:~.iiElJlI~'mE:Ie,2!fESFB'!S-:s'r;ui..C'OWI'_...GR~.......:",..:., _ ."_;::.v '~i\iF-~,': iliir.:tt.u'~;;;~~d.p~a1t~~;1n:::the.; ,;en-eraiiL.~tr-o:rn~e;.:'o.~~'th&:.~t~;'$i.t;~.,. o!i. ~ltl'V" I~ ~_;~~:'_ ~~,. ....- .;=--:~.~ .... -.'::;" '.:~. ,,".."..' .,". ::.-;",:",-". .." ....,..:...............,..-.......-: . ,. '. - -. ." .' ". . '!~l~~~~i;f&iY{j~TI}i~Alii~i'.ltlllttiiJf~~liIJ'.... ...- -.. _. ',. . ...... ..,:." ",-' ". ,..James' T..~:;:;.roor.,,-. <m;D:' . J.lu:1e "L.., :1o'Ore' :'~ae'-!f.~.~:;' ."" ." ,:.... ".-,"-,:. ,;;,.- ';:. . . . -, ,- ) ..'.... :',".. ~"'ir:~" -:,.~:... . -'",,;, '.~:.'"' '...:^ '"".:" ...... ~", :'":'.";"' ',: :.' ~ ;:~':~?'::' n.naria!, "'., .:.:..... :.',::.;- :;~. ", . 'Se~:l::'!:..:st:".~.=l3i: 9e.s.l ~h!' ~9:r:-. ;nd" '.:.~.e-.. Coun:i';.q't""" {. . :;(~i1,>;.:' '~-' .~_:.: ...... . ..r"." ".:::,,'" . . " ..;1,;:::.i:~~~;::';,~;:::~; . ::~-, . lfo'tlU'ial: S~IIl.. .- "r'" .--"'..~ . ~... ";~, ." .' . '. -, ::.':.~,. :~~.:~.~.::!:::.;;;:..i.:'..:;::.., . '-'.' ,,~:':Aj,,_(;~!1~1t~tJ~~ri;~~~;::;.1;~i~~j1 .,;-~>.,......:._:,-:"",:: :- "'. ," .v .".,.- '::9135"27.: e:x;.1~o.s' ,.:..:", ".'."" ... C7 ".-:':.:." -' ., u '"."' ~ .-: ' ;..." .' :-:lillS:l3Q'{: I..." '". L Power lilt t E s ~t. ~1Z. 'l'ifE:SUljMIITAL REC'O J L 3 1 2009 " l' ~~~:::~t".."" .- I . ~:::,~:?,:~~~'~'j:t?~'~..:y:~~.~.~~: ~.~:.. '~"~ -~ :~_:f~:'-'':~;/:'~~~.~:;~:~:'~':~~'' /~'~::?~~~~~~f~:~1j~ ...... ....:...-.-J,.J:.-:. ."" - -' - ,,' .',-: -'_ / - ___h --~-'";--"1,~~~ " ',' ::~. .~ .;':. ::.~:~ .:'.."..' . .;;. ~ ~. . ~:~!~J '. '!:":" :':~~i:;'<,:~':;'~;~~. i '~,/'.~~;L.'~'..~:~:~.:,':~~fi:.~:.~~::~i~~~~~ ._~ '~,:: / I \ ....'.~. ::. '.:(:.::':',':::;;;:;::" ';:~{:'_;':';;-;f:">. ...y.,;'..'- ~... ..... ...."... ."_ . ':.:1_- nt. n'!in:ss .~.~. ~ ( ;.-..:rit-;IUI~ . '", :'.1:- , .' .+~ ..L~ i7~. '~~~~~""" ::.. ,-":, '.:,: . '-.::..... : ~O~Il~:?UbH~:.,~ol.'\'Oregon:.'.; "F, 1fot'3rial. Seel.. '~,:~o~~s"1.8fr::eiP1r~a.:~i1' ZC!'''i9::~,. -'-' .:C:~ -,,-,- " " -' - - - -.. -flS--- _. .. . "0-'" ;~l0~;;t:~:':~.~;;~~~1F~~~Jl~t).,")~;:)" ; "::,:'~"<~Yf ," 1I'or.:flcd..in cocs1'd8~at1on' or. .tlirr.'.~~.o~ .Q~!;q'i:'i'eel: D~.l.tar.:.:..:,~.c",.~pt..';r6.ereof_,,~':s'::.h.i!r_e~T:: ,,' ~.~i.:-<-l~:>:~:~:~::" 1:.~.~-::::~~~~1::~J~;~~~::~t.~~:~~~:.~~~~~fk~:!~~~:.~t~~~~tri~it~=:-wm.' .~-... One:",uchor' . ..., .... .... :'_ _ r "tel:!.' the- neceSS817: "lr.e:'J'dn~: .t~xtUI'es.:thereoa' ~d',:,;o' keep' s~e..r+e~.,~:::'~!,~~''::ag~'''" SCr'O:l:r;, . .... t.!:lat.. propertY' belcngiA;' to: !laM'.': 1.. _ ,and':. M~ 'If. Rand~l~~Md' ;!~''iu:ate~~ !.~. ';b.e-:Cbuil'f;~-oC~ .~, ..... . ~.' .., r..: State. or., Oregon. and:.: desc~,iIl8.~_' a.s: :oll~s-:: )>. sec:.-.,18'T"l~;.:.:.R-..'~:''':.:,_:..:...' . _ .I.t~ .13.. unde:stoocl" that:. th;~:..e~J.:oyees".?~ tha: .Moun tej.n- S:t~.t~~ ~~l'Je~- C.:::IpallT.... ~.~_.i...~u.~~,e.:l..sor:, ~:.., and': a:J.:I1:gb:i~ sball'at": any' tti.e~ wh8tr;D.iice-ssa1'T...:haV8'.~aCCIl~\ ~0':-:3Ilid::'::,~gn-:'-I:Jt:-~Y: ai;d.\t.h.s.~' . ,:'. '. ..,.,. ..f_$:::=~:~~~o:::::::~t:~:S'i;:j~t:::;2;~~:E~2~:i~E!!a~~:~r" .;.t:'. - '~S':' our' l:i.imd:s. and' sealS'. this..5~h~:da'Yi ~.r: !OT;1~.~6-.:.:' ., ._'k:DOzio'~:':he-:_Pra.:!onee.Qt.. -~;,.rr~na.cdal~:.. .;',-~' SE:.U._. .'. . C '1" 31ac~ ",,~. .~';'_ 'fI~' Randall:'::. :,~: QJ}"!~b1t2:~ . . .... .. ,;':: IBI>:IT'BmdBcmD; "''''';,'hu_ t~'h-da" or;l.nua<y, :;~:~:~~_::;~:~~:.":Z~~' ,. :};;'(~;;~~~';;~~;~~~.~~J~ii~=:ft~~::';;.",. '~~;h~ii,~..i~dCin~"Tl~~!~":;"" .. ':~;.. .: :~.~.c;..~~~~e4...the dtl:i1il., 1~t.;... ~~~~ed~ ~ mr tb8C_~~~1:ea:-'::1:h~ ~~'-,'~ ,t,.;:;-,-- llJ1d:',n:llunto.r1.l1:. - " ' _" ~ .._ ,_' _' _:. . ~ ;".n:,,' : _:I1't nTNESS WH~; I'bave hersun-co'-set:: .,..~hiu:1d:. end'~!Q: sllSL'the: dar !U1lhyellr:-'-Iii~~~ ~~~.~~':T{ :Y--1FrtttOD:.' . ,- -- . '-. ~t~j;~ ;:'~f) ~ .' L....,~ Edlra.rtla--- -=-- ;> .', T':~""f~.tU:~l~' --~~~:;':\~;r;~~ ~;.r;tio.". _' .....:.,...~.~._.'...~.;-.......II~_:.,..~..."s~..,,_...he. a.t:..~_.- . ...RI~)I_ ~:tYr~.~~,""; 6;.192~i:,i.G;?;ut.~>oi1".ii:.' _ _ ....., , . . . ,r-.;. fr.,: Dll.lUd i. q~tJi C.lerk~:. ,;~. . :,,' "'. " .~. J6:i~ta1J1.. Statu. ~eJ:: c;m,,~yr. By: ~ L~'.DUC~~~.:~a"pu:ty'..:" ". ..... "1ulr. z:f..l92S." Tor lIllel: 1zt.'Qons1.u,~~~QZl.; ot' ~hll"~ ~r:.On.e..,Lt.oaJ. Dollar_- ~e!p~,' ~r"or~ ~ii:-~b1:' . ~n01Jled.ge4~. ...:n'8h~t..'II'ey:- 1':5: .herebY,: ~ted.:'tO'. YOWlta:~:5'ta.tll~;.:Pan1:".compa:Cri.::Il~::'.~.lI'l;~~ oWporat1ol1-.: it:!. stloo:es.:!or3f'anc:t. ~1'g~:~::' ~o:re\'er;"..uh:;t~'~Sht;' to'iltroC~.S~<~~~' . .S1J:. (e,(Pol'aa..: w1'in'.tho llOa,,:ilia~-7~':W1:r.e!,' ui.d:'.'nnura~ :~her~cm:.~d~to_ 'li:ee-p.~3~rree=, ':':011[: !'oii:D.p:.~cross' d'i.l!~.. J' Jll"Operty belol1C1ng.. to ,s;. 'S~~thO"~ '.A.n.nll_ h1s .1te. and:' 3ttUatBd.. ill: ~.he, C'ou=;t7-.'::It. ~~ '- . State: o~ O"SOIl.'. ~nd." da.or1be~' 43:' ~o~_:. l- ....v. -c.':;. :,', .~ PRE-SUBMITTAL REC'O JUL 3 1 2009 J, - , , . .... . . . .". .' .' . '. ." . . ". . . ". '. .' .' .". . .. . .."... . '. . . ..' ... ~ ...... ....... ... .' . .... . . .... ",.. : . '.,. ~ . :". - . .=_-~~~..:".-=.'_.~__.__ _.....',~_-.~~.:-;-.~.. '~...:~:."- ~. ~~~_:~.~. _'_:-:.~~_....:..~.-_~:~.:.:;:::::__._._:":m . - - . ".-..-. -~ I . ...... ':'''1iq,~. :.\':'::'i:i':::-:,J '=~id -.-.. ....-.-- L ,-, ! \ ..'."'.,_.... . '..:::.:.; .. :., J:~;lf~.izr1al:;Se~.' :.:,..l.:.... . : .1..-' , .. ~ :w.rgare1: A.. Kor::,b -:7BB-'- - '. .' . J .1lied, to~' .). ') ~;.~ '1;0 -Yountain States Pow~r Campanl ~ (, :",-1 . ' . .......:...:.' . ,". ..........-....lz/~o.-~9ZS> ...;..;......:,..:.:.1 .r ." . lor and 1.0.' eOluI1dera'ti'on .o~" tbe::~UJ:I.'.or 9Dct...(_l:;,oOY'Dona:t:.;.~ee:~'t'.~.tie~or..j~lb.~~by:~~ii~.~' "':.:.i ied,e;ed, II r1g.b.t-~t~i.ay '1i:heroby:'g...-anhd:: to' :!iOWlta1:1. Stuta~:'pci~~.r;compllny'~.:" Dei~""'n<~eo;~cn.t'1~' 1.t.' SuOC88S~r.s:.::a'.nd' &:I~'~"-ror~er. .1th: ,;'.11" ':1Sb,t" .~O ereot:'.~iui ~'i:iC<11::l.:' 'One Pole. ana: one,.~~'db.dr::: . ~. ...ith>tbe !1eee:i;'an .It'1=-ezr'lInd:.t'1%tur''~, tb~~on" end ':;c..:icaep' 's~m"~":!":'ee' .::'O=":'ol.bglll"-ac~s.3',:hat"--,:-Jp:_' 'i arty tleJ:ong1.ni,: to-.',1ia'r;4re't'_;'A;.~_.:..Moi::~.i3.,.--~d;',1I:1,tlUltad in :bl!l"'co~i:l' 'Ot-',_LaIlI!I' Stat'lI ~r 'o;'~n~:a.nd'. dss::J:: f~~~~=ii~~~~l1~~i~~J ~ . . ifITNESS....!": hand"!%'. Snd ,'~l!Ial: Cb13:';;)0-Ch- day: o:t"-D~cerll.ber' 19.is: Done:1n'tbe:preeenoe'of: (i-Wm:,DarJ:.1ng' t:~.. If~.: EdWard3 ~S~ate.ot oroson . cowicy. ot. !...aIlll' ; '.BE:!T ~ERED'; That.on. '.~J;13,'30Ch '~~Y"ot. Daomon J.. D. 19.26 ,..,bll.~or~.=u;. t~e' undersJ:g::ed. "', F, Notary: Publ1c. In' ana'- :o~ eb_s:: ~~ld' c~u.il.~y: and. Sta te personally' ",ppea~ed, :he :Jt'1:b1n 'Jia.l:l~"Yer;:a.~e"d 'i, J.. -.Morr1:J.:......I:1o '1,S' kni:ml1. t~ :ie':;to. be,'tbe '.1~an.t1cal i:l.d1v:!.dual. wb.o;'e;t~oute~' ihe. d'Ch1n' f::st-:"'..::l.en-e' and':'''aoknowl~dgcd' to mlli'. ~hat':. sb~.. e:r,oou'Cad~~,tba' seme t':=-t!ei7' and..To.J:Un~~rll~" ~: nr":'l'I'l'1r.i:SS:,1I1ilriu:CF";. I. liiive. hereunto.. set.-.l:Ij" .!:land and.. ~Y. seal' '-'" .. . .' ,.. ..~~,~c~.... ~. '.~; -;.!4y',-.c.aDm1~.s;1::c::t. c::;-p1re:! .iuly.- 20', :'lS;jO,.. . '. :~'-::H~.-:a::.r:1ai:Se~l.. r '"uarga~~t A.::ijor:-.:..s.. s::::..~: . ls.. :.li;';'~.1-:llIld .yee'r. last '<1b~ve ~~ I , ..",.i i '..'':'1 , ':..:.i~-,il;.m.gari1's:' ':~on.irr: ?treLIC"FOH'.O~ON:' ~ VBB .<.::" ..:t,:...,:.,.... ......' "... .,:!UC!!':,.O~":"ifA~D~7.'.~..,.. '911~3::.;:.' .: ti~': -A~:, P::"fce:':. at: \U:; J.' ",Fllad"'=.or P. . :!O!~" . .i ? .:to-." .. . ): '. ~'. '.: j;'.!Ilounta.1n St~'ili~'. pO'irer.:~cmp~7.- ". r U :!"or ana Ur' eCDs1ders-Uc~'....~~ ~ the_,,~ ~ot ~4'" '.,'" .-,;" .. i~.: 2 ...I:~~1c;t...~"'.umieaeiD~~~~;ac.~&;~0:~thel;;pf.CPe~~ ,ab-Qn~dI)Sltr1becl4~h_~~~ ~:;..~,>::,. ,',;, .'. '::... ">.::..' ~ ,:. ~'~.IWI'nlXSS cur b.ii,,:-.ds:'aii:rk'8lUl14'.tbl'3"!24-tb"~,"or:J.ug\UIt Ig27"'"'.,'d. '.:::- ~~. "." :.;':'~. :t- ..~'n ;:Dciii'o-i:~the=-pnlleDCCt<.or". :.:'::':1- ~"-'::'_~','= - .~ _. ;--'::.r; 1~.;Pi=i-oa-GsEri:)' '..':;"-',: f. :.~.t;~:;:li . ..' t ..' '~'~,:".':.P~pnc.~ '~::r." .. -j ,'., .~ ". J.~ta.tll"01": Ongcm ~ ~.' ....., .,;~ . ; ~_:.' ,~'~'!:?~:::~:;~'7~:;~;~.;~~:~~'~",,::, .~l"'~ry ~.,D.l'2~,-'-';c;.,..,th. ,:".;;"..",_. ~:II ;~~~ .:,~~": ~NO:llr-:.'~b.l:1c:,~ ~cl!~:_.t~~~~~..1d::~~~~~ ~ S;I1;lJ. 'pe~ona~:,.i~".G~~thll' .it.li.1n 'lUmIC. .l;"~.: : - . .' .~.- -'.~. PMae:.JC Ida' P...PrJf'Oe.. 'Who .ar9::~.bowu...to-m. -;0 be, the !deatical:ad1T!duals- "'l:uf'O%~cuted' -:he .!~ .: /:::"~d "'-'. "'<,~,>~ -,,:,'-:': . ':"'; ".;.f:~ .:1 j ',,'1 "! :;1 j I i ..:.~~ \=lowfrLI~f" E'SA\T. #(3 PRE.SUBMIITAl REC'D JUL 3 1 2009 .:. '-.... '..! -,:.., .'~:-~-".: , ~~"::='::~'I '. ;:l-1n.atnm:~C. .and. .1 m:-: ,. "wriU.n. . :'. '!1I100ClllD1".10n .X'p1r~. l!l7 ZO, U:5Q' -:' Ziotlr1a1 seal. '.. '.. -WS- o . _ . c'f :~::,'::::~..:ou:r C~~" i. m~~ ~O~~Eg:f~t.;r~E;~O"->;~; ;..;,. .iNcaoFr .um;GUY';~S:Ell:Eln" .,'.. , . :mrs wm::~:.1f~m,.:Thac. i. ~~",.l~; :Rcibe;ta'~~~d:(Flq~~'e. M:::.:....:',-~~:l.;..1ret... tor and. , ".....I....:~~C'~:O:.;,~:;.:'::;."~~;~; ;:~M:~:;1;;::::.'~~;:::;~C;~;~:~:,. ;.~;~r:. ..d..=;;. po::,i::":~; ..... .::. .Uthat'1Z;d.' Co.--trnnseot; <:btzS1l111,u' and' !l.c:l~ .~ropllr,tl".1n:. -:.~ll' Sta~e- ot~ O::egon; and. UIl~O" 1 ts" suc:ess I -. Qii~U1ll;'~'1I1~:J.I:.:th""r1gl1t'~;'i1T1~~~;.:;..nd.':'~'a.sSll=~:':to.::'t1"8c.t '~nc['=.l!..i~ ~.8..1Il';:iD: c.cnn~.U'~ ._1 ~l:l. .1:':"; :' ""',: '1Ilciu'10;..triii~b31ClI,'11l:1"';,'.am:l."o:r:,::-~f~ctr1C;.d1str1-b~tlo~~,.sy.st8lll".1.t;';.I;.a,p:e:c~:mt!, ;~agol:1. ?::'''7e, (5,:' f~: sai~ '., ,",' .1ir:,stat~'i~ Po".er- '"campan,;..' 1 ta:sucai)'a80~s-::ac.d: BSsigc..::c',: per?e.tu~~7~:'8~:,:~~'r~,~':-o .' :.,.' ::. '.. '1' :, {r'D,i.~.~.~~' l.~ '."'='0..... oo"ha... and '.Ol':hi;:\~:o::~;"' ~;~~J . .. . '\;'.:'/~","H;~'..";":'Jlorr1U . ...... ..' . il:o~nco M~Rcbor,;.s' (SZ..1.L.~:. iif:,,r:;J;inu.t~.. ,'. .. . _I"~ V.'~:~!~:;NJ~~; ..... ........... ". ..' . . .' <...:~.,.:,: :'''''.''''0:,:. thr'l4th...,.o!' 1";"'719.. .P...."""l1, ""'.b.!ore'.~~,.' NO'"'7' ?u'Uo '" an.. ~o~. ~lfMJ~~:~mL~f~:f!~~;;~;;:r. ~lj,~:'.~~~dCZl'~1I%P1::'~~ J'uli' 20.. ~~.O':.' ' ':',.'::':."~~: ;rj' ::award's: "1:: '.: .: ': . A_HOCU'la.t ~eo.l.. . .'ifc~f.r .?o.lbl':'c. :or- Q~S'On:. ..:: .. i~lt%l,~~iL>-:~", ~"". >:~';}~'RIciaT'OF"~:;~~.: '- '0537-5: ~~~~~ii,"'''her, . '. . ,":)~',;'U.d".~,:,~~.oi-d:,:''''''_B.,:1~.?,:3'l1.o:olock_'. M. :':.'. ~1l.-:.:ffiii!O:""'.!.'-:~ -~~ ~_. . -< ,_ _ ,.;-;'}. .~.," =-:':'~~.!:;"S;, .D1~,~;:._Coun;7,,~c.lj,rlr::..:' . I '.. ~~~~~~iibr'S.tat~lI:.:~,.lI!r.~.~~~..:!~~=- .": -.';.'._ ~_::.F:ni; L~ ~abO~_:h';'~eput7.~ _ _ .,' ~ .e:#-i<I '-:;~~.i;" I'~;'" ,.' " '0.:; - .... .'.~ :;;'\'~-;'l~' -,.:. . .'0_ .' .... -.' A....'~., _, ,,- J'U.Ly;~il...1928 _ ~ ... .~~if;;J~~:i:Il :co~1ii~i1~~'~t::.t~~~~ 'ct..'~e.i:c~.r;.oU r', D~ila-~7;~'~~ipt ...1illr~;~r~J"111!nDy_ae~._ _ . ~ ~o - , .~r1Jib.t:'<if-:";.r,..'1:k:aUeb~~~.t~::~ou.Q:ta:!it: St4~';a,,:POW.r:'~~;a':D~ii.':~, ;~Ct1~J- ~ _ - ..~~~~:~;i?~~;'i~(~1~i~~~ii:..~'ih: tb"e_.~~~~fa ,_~~a:~~~~~~~~~~... ~!.ci}: uch~ /:. _.' . ,# h....l1l1C..I!~l!'I....~..;and.~t1:rtUrl1...t.fiIU"1Jan.;.l!llld..1;Q koep;, ume,: fi'ee'..:t'r=t:;-t'o:t:raga- IIa::aSS -;h&.:- _.' ~li_IitllrtJl4~i1'~w .""1,,., ""'C~"O"" =!....._ _"""""',b!,,-heJ:"'~.pooo1blL .."...,,:_, oIl; '_'o' '0," 'anT' ,.JL.,., ". . ==~~':':: :::::~ '::~';;;=:~::~';;;:l~:r~:;~r:;;:~'{-t;.~;;~.>;", ::~~,;:~:, ., . - .. ~<~~:.,~-:u"~s".. .: NOURr., PUBLIC. :"." ., FOn: oiUri~;': " . .', ~ ,::. -. -. .'.... ~::: \ ,. . :!.~':;:~: ,'~. ;,.' .,.~ '~'\'::::,:.i'~::'~:'~:o:.: '\(~':: :M,t;~\Fp,~";:I:>;;:;:. ."" '-'.". ;'rh~::,SCh~:'~"r' .: ~. .' . ~ . :,..... ....:.0 .,,'. .. '''- .0. '.'" .' ;.9.27.;. ~.II~~'~\:II. t~e ~de~~~ed"..- ....., PRE.SUBMlllAL REC'D JUL 3 1 2009 . . il -.. ~ i~ ~ ~. " c7 ~; . , . . I . - ~ '" "~ . . :! ----.. .. ... . ---- EDGK 355 1'4Gf506 ROADWAY GRANT , r: f " i. ,. r , I I. I' I Ii I' " IJ TEIS INDENTURE WITNESSETH: That ORVILLE PAGE and DORIS PAGE, now and since acquiring the property hereinafter described, husband and wife, as Grantors, for and in consideration of the sum of Ten and Oq/100 Dollars ($10.00), to them paid, do hereby bargain, sell and convey unto SIG MOE and KAY 'MOE, husband and wife,or the survivor of them, their heirs and assigns, as Grantees, for roadway purposes, a strip of land 40 feet in width, being 20 feet. measured at right angles, on each side of the following de- scribed center line, to-wit: Beginning at a point that is 1499.09 feet N. S90 51' West and 689.77 feet S. 00 08' East of the stone set at the Southwest corner of County Survey No. 1271 that is 494.8 feet N. 280 01' West of the corner of Sections 19, 20, 29 and 30, in Township 17, South, Range 2 West of Willamette Meridian, "nd running thence on a 134.81 feet radius curve right (the long chord of which curve bears North 780 34' West 117.98 feet) a distance of 122.11 feet, thence on a 84.26 feet radius curve left (the long chord of which curve bears north 750 37' west 65.85 feet) a distance of 67.65 feet, thence Bouth 810 23' west 1043.44 feet, thence on a 1142.76 feet radius curve left (the long chord of which curve bears south 770 54' West 138.36 feet) a distanc~lof 138.95 feet, thence South 740 25' West 204.09 feet; thence on a 409.26 feet curve right (the long chord of which curve bears north 850 23' 30" west 282,.52 feet) a distance of 288.46 feet; thence on a 402.09 feet rad- ius .curve left (the long chord of whiCh curve bears . North 780 25' 30" West 183.98 feet) a distance of 185.62 feet; thence south ggo 21' West 328.9 feet to the center line of County Road No. 753. Also: beginning at the beginning point aforesaid, and running thence north 750 29' east 221.10 feet: thence south 200 06' east 301.76 feet; the:'lce on a'95.49 feet radius curve right (the long chord of which curve beiJ.rs south 70 39' west gS.92 feet) a distance of 92.50 feet; thence South . . ------._.~-----_. ~ /... ,";: ~ . : J-f.... ., . r;c) f '. .. . . ..'r. ~~.. ~. : " }. . ..~~ 'V" .. -' . , - _ _ ._. . _ .. ~._ ,w.. -- 1":;,"\1' "" ~ . \ .,~. C' i'~') C1J~_ ,... ~ ~ ''''4 r:-,,".r;: !l~:/ / 1, \l.., .....~ ~., ; STATE OF OREGO~, COlmT't OF LANE. 55. --cL- Be it :remembered tl1Et un this .':; -.-" UGlY of iU.lfust, 1947, persomJJ.ly ('",me before me, the undersigned Notary Public, the within named ORVILLE PAGE and DOlUS PAGE, husband and wife, known to me to be the identical persons described in and who . executed the within instrument, and acknowledged to me that they executed the same freely and voluntarily for the uses i:lnd pur- poses therein named. 'fi HAND and seal this day <>.nd year last a l)ove ')'n~....LL,- L' ./ Notary Public for Ore~on .,' ) " i~~...',-,-~,_#-'f .I My Commission eX!1ires: 0 ''/- l)/ ('\. \ -~ , .. ( i :t;':". .. ' .;;;-:~~~::~,.~:.:.:.': ,~. . ;~''\~;~'and.. BO/1.ClOths --------- Dollar -and ether ~~er~~~~01" ~ hereby. 1l~2"l4~dJ th;-~der:signed ." -", "- C~w~_!Al WlC"l,,;J.'ty ot"'""'Zugene, Ot!'gon.J a ~i:1pal . ~~8'ep;'.,bi aDd: thracgb '~be EUgece Jfater a. .Elec:-::"1c "~~o:Uie.Iuaer'V1t1i"YhOlll 1t:ma 'C'ontrs:ct.~ ..nth. thl:"r~ . ..' ,. ~ct., 'rec~s1;.ruetJ rep,"'i... ~:rea:r . f..', . ei:tr1'C""'17~r~ telephoUe...a:za 'te-l-egi-aph equipment,.....": - -..,' ;-- _ce.s .D.eCes8~/ or ccmmieat 'in 'connectioc.. ~her~".i:th, Drji1mder'tb"e rall~ desc:~bed p~e:"":7 situated - i.:t. :if;!fK~':"';-~~ '. L' J"':';;'+' --. . _ . . ~ g~ -P~~4 tra~ of l~d descr~bed ']'7.'~'l;e.~e-.:COtU1t7 ,Oregon Deed .Reconis, lihic:h li.~s. W'i<;bi:. 17;5, ~""';..'.eelr.ferliae.:de.3c::-ibe~,--~ tallows: . . Ciiiien~a:"~the'?::ree't~~c'orneZ" 19)20,29 "& 30,. l'cwnsbi;:l 17sou:tb,' RW:"ge 2 West ':~;r.~~;:.ji1:~~llilui.-~B.i:t~_~:benc~ Nartb 26'" 09' West. ~94'.S feet ':.0 the -.~' _orpe_J;;LO.:-:,-r;aun-ty. ~~ N~er '~7i;'-'-i'be-ii~'No'r=h 87-' 59' ifest-r499.09 feet ~~.;..t.hJt:.mnma;:the:l.ce South 1".41;' West 699.77 fee.t ';0 !l. pL"": . ~. -~cL:.lb:1~h-"'''''~.be-:::enter::!:::::i:lNf-a._~ad-.4o. feet-in w:idtb; thel'lc~ "~'~;2r':~:J!iol1g. the cemerl.ine crt said l"oad 52.'0 feet' to a oic' d:-:i.'1el'l in -,,.;';ilf.:...o::l!em:~''':~...J.J,''..r.......~~ l...... ..h- -17" '2':' I. Bast. along :sa.id road :eote:-li.:!e 39.9 ~~i:1:! -..-. : ........"'.,;... ~lCni_t:.E!nierl.ine S'ta-:iqlJ 'nr." 9+39.1 'oei;:g ':one '!'SUE ?O!l1': r.i.,~~:;~~::'-'!W1. ;..~! -"'G-.;.~"':'_tl:ieDce SoU'th 4" 44 r West 102 ._9 :"eet to engine!!:-:; t:-mi::;mi=~ion l::..oe, ,~i~:L~" . r:;.'-~~....lde~"S~ticin..~ fl', 1.'0+42.0; thence'South 8" 24 t. East 405,7 :"ee"t. to e:1g~nee:"s ~~il~: .'~:~iissl~1:.f:ae:-c'ente~t-'"":''''J.J, t~L" :.4;4~'T-;-t-he1e~ 5-outl:l 52" 4.4' Es.s't 350 1;4., :~'d.1'~rdxi:::lm:te.lY' to'tbe Southeasterly b01J.:ldil........r line of said ':onct; tteJ::~e .::::In- ~~~~~~~~~~~;~~~~52:~ ~l' Eez-: to e~g.L~eers cen-:e:-line Station "L" 2O+CO; Alsc.a s't~:~ -'-"._'''-~, - ,. -,- ::.... '. .' .vbic~ lies' wi:thi.."1 1.5 feet an eac~ side o1~ a; ~:nte:-":':""1e "~-'erlends South.'88. lOr \fest 50 feet from the above desc::-:bed :n~i..:l.e::-s t~a.c.smis- Ei1:--r'~'';;e:-:;ente:-l..iD.e Station "t" 10+42.-':0; Also'a 's't:"i'P' of land.3 !'e;":. :'::l. '...-idth ' ,.<.......:.~-;~.~'lles'"~t~.l~5 feet on '':.!l.cb. ..side of" a cen::e:-li::1e "hicb. eX:.ends SC'.1';.h 59. '-.. 4-'--'Z6'r-71!.s'" 'JS "ee'"' .. 9lB '""]a!! aB"re iiecO::F~~g1 ~RA"~'79~ ~-~.;.a=-- '.=.:.e ~._~.._~ ~~1f~tE~;ta~ii;~tii~~t1; of tba G~.mors tract 'b~,'a d"sc~ibad inC1Uda: L, ::~p of -'-'~-"""'" -"~iand~'22--...feet..in. rid.th vhic:b. lies vit.hiI:! II feet en each side of a :e::.:.er.:.i.::e .~l;.?t:~;'~:'::?:':.::~'-'dCsC:::-il:lI!a:'as follows: Comme::lci:1g at tbe,abc're desc:-ibed e.:J.ginee~s ce!::e~":'':''::'e .~-i:'~'~":~:~'~::"-St8t;icn .~r.'" 9+.39.1 and :'UIlIliD.g tbeoce Next:" 40 1Ul' East. 77.1. feet :0 ~ng:""1ee~s :~.~'::':\.':~:'~<:::' c'enterline Sta'tiOIl "I." B+62 being ':be TRUE POINT OF BEGImi1JIG; t.he:1ce South 8;" Ni:';"'o:.;,_ ::.:;_',: -i:S:' "West 9H-. feet._ a.pproxi:iately ':0 tbe Gr'el1t.on: tas'terly propertj line; thence !::;.~":'~;:""":"'~~:e'aa:t;.~b~ l~! lies't. t.o !Uge:::te. "rl'z::.e:- t.:. ~ec::::.c 3Q....arq. pCW'~: ~ol: ~~~:)\:' '. '~er -12030 as pr~se~lY. co~Ft::::c-:ed .en.~ us.~d; ~xcept~€ t:"e!"'ef~c::! :hat ?e.r-: ~':_:..:.~.:.~~e~f.bave. desc::-ibed strip. ::..ocluded in a roachray present.~y decii.c3::.ed -:'0 "'::.:: ... . publl", usa.. ~::":"":..;.'':'' . . :'he~e_ d.esc::-ibed strips 01' lane. ::ODt.ain a. -:.o'tal cf O. 78 a.c~~s ::ore 0:- ~...;.;.". '. -l.ess,' e::rci~ tha.t. p~ of' said .strips included 'in a road dedi::a"eci. 't;'?ub~ ic '~~~',:,." USe.. d '--"..11'" ,::[i2t~~5"~~}:~!~:;'iC :~:,:::.~ <' - f;<':~,;", "';' # IE' ""!o.. ';"";"".~-; . ....-..... ~~JT-;. ~ . ,","".. ~'" '!'he ll'I'Mtee and its joi:1t .1J.Be::-s. sha.il a.t e.ll times ha.~ ':he rights and '~:--'-'-p6.vtl.eges-::S-e.rein necesa&ry. or coc.venient .for the fu.ll enjoyment and use ':tI'ereof W--:-~~:-.~'-.;:(,:c:the"~O:ht:s'.a.bOve de:sc::~bed, inr::1Ud.1n<< the right of ingress 8J'l~ egress to ;~~.;7, .~~ '<-Bnd.!':-em the '::-eaJ.. Prtlperty or the ~tors tor :...be pu..---poses hereiD. ::eu'tioced; ~~,: '.' : ~':'.~":am1 w~ the ri.gI:rt to ~ ~s, limbs ~ t::-~es, tmderg:-ovtlJ or" cr:be:- obst:-.:::'. ~:i:'':'~7;''''':. tioos OIl s:A:id. 'Property at the granior:s, -that. averhang or otherv:!:se eodange::- the ?ri!:;:'~~~'.P%'CPerty.~.'the.g:nurtee. 1'0 HAVE'AND 'l"O'HOLD the s8::l.e mxto ':he G:'3Jl'tee, :.'t.s . ~1y::i~2'~"~ ':n1Ct:e=ors and. ~3ignS torever; a:ad the ::-ights cond.itions 1iLD00'-provisicns of this 7;;';;:;'~:'/'<. eas~-...sba.ll .1Jmre to the bene!'~t ~ and 'be bi::ldblg upon t:fe bei:-:3, e:::c-.:t.ors, f;~~:;:~:~'::'~:.~" .~~tOr3, ~cessors B.1:1d assigns at tbe. respectin Parties be::-eto. ;-_....-i~_:\' '~.' __ . Ilrt I .. > . PRE-SUBMITTAL REC'D JUL 3 1 2009 -/. ,. ..-----:---~~~ ,. -/. ,90327 .. it-;:..:tiu~;..tmd.m~ed l:1aJl executed tlU.s 1J::J..stn=ent tbill ;:{8 ~ . .. .l,9~.. . d:;~ -- ,: '-~;-'.. '. ":--i' , / _ .A _.. ,. ) .fS: ,. . -:---..., ----...- me . Si~ ~OIJ\ ahd :ca..,. !lioe ~t:e "'-1 :.hi..n and a.cd o:f:'icial se!!..l -:h1s 28th day of :a-~J'" .19 65 :---.. .w /'4 /~~':> Nota~J Public in and for the Sta~e ~f Residi!Jg .!!.t.. ~!!.e Cre~on i.!"~s:" .,we.18. 1966. "-_..~, .. ',. "'", .~.~.- :..~. . ---, , ", > ~ ...... t . f I." , I , 1 ~ . PRE.SUBMITTAl REC'O JUL 3 1 2009 "r ~ ~"'_."''S'' .Ji.:l '.n,?!, '. ~. . ,"';. I ''-... '~i , : ., ..:::~. ~::', ..,':"f' ~.. ':iF:a:: :;r'"' ~. .:;'.1 ( \ ) "'. ..rJ':>, v). --.j' "",- " ~ .....,. ''.::j-:'- ~ -_....: r:~2d~5 .7 <0 ~. r '--'-. /' i L . ---,..., ; ~. "IIJ.O:". .<: . ~ . = g ~ ~.t:-; ~= iI.. 0:-" ..~~-r~) o ~ !. , ~UJ~;aJ . . ~ . .~ l::':.. 0 Q It",:: ~ .-; - ...1"1"\ . ..:i ~ 0 <: '" r. Q" 0 U ~":= - ~ ..,." 10.... o '!lC:-;"i 0- g; ~..... ~ = IX! . fill .. a: 0 0 - C\I U~.2 .-::-::=6::;: ~~. .E'~ ~.~'; < o >- ~':'" . J IIJ':=~~~_. ~5 ~";:~~ .., U Q...: ~:, .~. :! ...... .. '. . ;;~ ; ; J 'J! ~ = ~ -01 J C ..J ==. t. ~;11t o ...z..~ , ~ 8e ~ ~ g ~ r ."j ~ _.~_.-:,.~. ~.~ ~ .; z ~ )00 .:: ==..J ~ U (j ~ I~~ C:r ./~ i. \ ~ J ." -- L" I\J Rh 7..;(1 ~ ..J ~ , '\ ~ "i .:'\ ('I) (J '\J ". ) ! , , ;~ ~ 'f PRE-SUBMITTAL RECID JUL 3 1 2009 ~ ~ A' 'J . . r I -- I t . I, I j' I I , . . E5..vrT. '. .JIlt? ~, . :-;~~.. --."=0.::-'. ..':- ..... (;<--:;fj Jo-n-~w' ~ J2~7:1 W'ARRAN'rY DEED ,/-,{s(, FOR VALUE RECEIVED, 'SIC MOE and KAY ~OE, husband and wife, nereln referred to as Grantor.s~ hereby grant, bargain, sell and c:onvey unto RAINBClJ OIATI:? DISTRICT. an Oregon domestic water supply cor?oracion, herein referred to as Grant~es, che following desc~tbed rear property, with tenements, hereditaments and appurtenances, Co-wit: . \ ((-LI;' \...!.'. ; . "\\...\\;\ BEG!1mINc at a poine South 790 19' 55" W'esc 2552.66 fee: horn Che Section corner common to. Sections 19, 20, 29, 3D, Township 1i South, Range 2 West of che Willamec:e ~eridian. run che~ce Sc~ch 16024' J5".R.a:!lt 231.98 feet, thence Soueh 7]035' 25" '.Jest. ~J8.ao "ceec, thertce :iort.h 1/jO "24' JS" West 230.':'4 fe.e~, tn_nee along ~:'e arc.of a ci::'cular cU~Je 1:0 the righ~ haviLlg a ~adiu:; of 6it, -8 ~~e~ (the long chord of I.I'nich bears Nor:h 7Jo ~B' 15" Ease JOS,OL :'e~:) to the Point: of Beginning, all i.n Lane CQU~regon. .~!:~er v:i.:!l an easement fo:.,~~adl.l'ay_and ;,Iate"::#Pi.pes...~d ;;he r~gh: of lngress .lnci eg~ess€or construceion of same over and across the Eo!lol.l'ing desc~ibed :eat . property:. . BEGINNING at a poine on the North ~arg:n of a 40.00 foot ~oadl.l'ay South 850 22' 15" West 2703.20 feet f~om the Secc:ion Cor:"ler COfMtIon to ?~cl:ions 19, 20, 29, 30, Township Ii South, Kange 2 ~est of :he . Willamet:e Meridian, :'un :hence South 60 45' East 2B3.':'':' :ee:, :hence aiong the.. arc of a cir::uiar curve to the left having a ~ad,U5 QC 671.58 feet (the long chord O[.;,Ihic.1 bears SOuth 7ZQ 26' 45" West 20.35 f.en) , tjlence Nonh 6045', Wese 247.25 feet to the SOuth m.argin . of a' 40.00 foct roadvay, ::hence along !:he said South mar~in Sou::' 830 15' West 240.00 feet, :hence along ene art of a ci~::ular turve co the lefe having .a radius oi 112.2.76 teet (~he long chord of \.Iilicf1 bears South 79046' West 136.43 feet), thence South 760 17' West 204.09 bet, chence along the arc of a cireular curve to the ri~ht having a radius of 429.26 feet (the long chord of IoIhich bears Nor-:h B3 Jl' 30" . We3t 296.J3 feet), thenc~ along'~he arc.of a circul.ar curve to :h. left ~4~ng a radius of 382.09 feet (the long chord of I.I'nich bears North 760 33' JO" West 174.83 f~et), thence Noreh 890 47' West 327.i5 feet to cht! centerline 'of Councy Road No. 753 (3Ist Street)", thence North 00 !i' 20" East along the ,aid centerline 40.00 feet ::'0 the Nor:h margin of ~ 40.00 foot road\lSY), thence along che said :ionh margin South 890 47' East .~27.09 feee, thence along che art.of a circular curve to the :i81'1t having .a radius of 422.09 feet (the long chord of which bears South 7b~ .JJ' .lO~I_,E.a3t 19~~.13 feet:) , chence along. the arc of a circular CUr'JI! ell the left having a radius of 3B9:26 feet (ehe long chord of \.Ihich bears South BJo 31' 30" East 268.72 feee), thence Nonh 760 17' Ease 204.09 feet.., ehenci; along che are of a 'circular eurve to the right having a radius of 116i.76 feet (the long chord of which bears North .790 ~6' Sase 141~29 feet), thence North 830 15' ~asc 200.00 feet co the ?~int of . Beginning, .all i.n !..ane County, Ongon. -" \\;'J! , '- That the easement. herein grant:e~ is for the eXclusiv~ use of;:he Crant~~s h~rcin ur 1 . War~aDty Deed PRE.SUBMIITAl REe'D JUL 3 1 2009 . . ~:~i.::: .:::;=~:,."::~?::::, ''::;:~~::~,~" I '-hereiD coaveyed. eo oth~r'proper~ies served o~ controlled by the Crancees and for'a '- ~ roadw~y:, t~. be u:J'ed for ingr~8:S and egres3 and all Qcher fot"l:ls of access ::0 che "/..6pro~1:'t:ies c:on;'e~o ene Grantees. ThaT; said roadway ease.mellt shall be !:."t::lusi'Je , : to che vehicular t=ufic of the. GranCee3 herein, their agents or successor! in lnc:!!.rest, except ~th the ~itten approval of the Grantors herei~fter obtained. H-:In a"ddition co the easement above set forth the Grantors nerein dcknowtedge .-..:...._- ~a~ .t.nes hav.e a.djoining. properties. and ~hat they do. hereby grant :nd ::~nvey un::o :::,e Gr&a.cees herein an additiQ~l eas~ent.. aver said proper::~es. which :hey o-..rn adjoining the properties herei~ desc:ibed, for the ?urpose' Ot -'--:-..~ ing:-ess and eg=e:u: anL :or :-o.1d .. "'- :-eser-,r\?irs and "';",S'ter ':':1.S:::l.l!:Bt:~~r:s "p"~se3" dur"ing che" per'lod of construc::ion on ....acer ~ont~placed to be ~de an t~e propert17s above desc=:bed"by the G~antees. !hat "- "":"-..,. - . '" the ea6emeuc,he::-ein specified is not. nov'desig:1.3.Ced. but 5nall"':le agreed iJpon acd ~esignaCed by the par~ies prior to its use and shall ::e~inate at such :~e as ot~er adequace :,oads are available :0, :he Grantees or at. suc!1 ::i:le as :;,e :oc.al i05t.31:.1:::::'on for'water purposes as contemplated by the Grantees herein have been ~cmpleted ~it~out ~e ~cessity of :he parti~s herein doing any ac: ~hat.soever. Provided furthe:- chat. ,in the, event Grantors herein at any time du:'ing t!1e cClntlnuance of this easement sell or' ~ispose of the pTope=c'ies covered .by such ease!':lenc ::'0 ::hird ?e:-sons :;,ac :~e provision sbal~ noe bind such thi=d ?e~sons and :he prope~ey shall be :r3nsfer"ed co ,such Chird persocs" :r~e and clear of t.he provisions" of che easement.. herein Eor canscrucc1an and sball be subject. only co the designaced easemenc by desc=:pcion on . Page 1 of this agreement. Grancors, however. dQ hereby agree ~it!1 Gr3ntee to provide a re~8onable access for r~advay for construction at 411 eLmes. ..:ro HAVE AND TO HOLD the said p't't!.mises uncc said Grantees. ehei: hei:s and ~a!gns ~orever. And ehe said Grant.ors hereby covenant ~~aC t.hey are lawfully sei=ed in fee,aimple of said premises; that. they are free from all incumbrances, and Chat ~y will warrant and defend the above granted premises against all l~wful claims Yhatsoever, except as above stated. DAttD February / f" ~ 196.5. . .;;; ~~ / 0Q< . \."\." "" 't Page 2 "'. Warrariey Deed PRE-SUBMITTAL REeD JUL 3 1 2009 r I , ( ~ . . ~;'~,"::_.~"".,." f~;;~i=i ro' - :J2!J7:~ ... ~ -. . a~d ac1cncvledged'.the foregcirl!; instrument to be ehe:.::, volunr:ary ae: and deed P~rso~a~lY'8pp.eued the"above named SIC HOE: and KAY MOE:, hushand and \Ji~e.. . ~'.' " . .l...efore ",Die: / a~"" " "O':':.d: ~ 'd'- -/.S,; 9~~ " () . ~,\\\,!u.!i1;,~'ii;':'" . ~'\\'~-e1IT.""'Ilo.~"h,,;; .' . ,,~_;'\t"'" ...,...'1; ~~-.. .... ilo ~ .....-.... ...:;_..:;. ~ . g~i-.:A.~"::.'<;:-1l'\" ':2"l!I"~Ol'AI/~\I~" =.ai~_ ~~ =~ !:'''1.~.::t~: E ~ iI1~"C1a'L {C""';; %,..1.\'.;'~ _, .~:..l~~/ ,,~;,:)o....__....\\'\.. ~~ . .'1" t OF 0 ~~- 11"'.11,.,,,,.....,' NCT ARY ;JU:tJC rCR My Cnm;n;~s'rn [11~"es f. Q c o:mni.:u i on .. .:". ". Page J . Warranty Deed , ';RfGCN :.10. !967 '--- . PRE.SUBMIlTAL REC'D JUL 3 1 2009 ,.--.. I o l, __) . . :'1'f< ' ~,'~ ',' ,- <-f\~' .~ .' . ..; '\;;'. f.,:.... ." I . .., ~ . i:' ! ..... :,..~ ,\, .... '" "" \'. . X /. . '" 1" .:l C1 0:-.. ,(.---.. ;"< ..... \.', ':::l- .1/. ,. - \ ., ~ '~" '\l. .r i' - - . . c , ..: =: , ~ : ':J Ie",! '" '" " ::, . , , ." .. , . -. ' - - .:::: -: " ~~ ~ (,-.:. ,1._ ", ~ - - - PRE-SUBMITTAL REC'D JUL 3 1 2009 . ) .. ,--- '-" (\ () " ."',' i..";' .by ~ ... oj . ::. ""o;;~~" ..ff 1l0ii,andSTE1'HENS..1l01:. ,THUSUES;':': , :;, ':u . :> - 11 "and. N~/.I~~. DOL~S.. (O::5~::';:~' -,;~ \;:E{ ",'n:. . r. 8,230444 ::~..." '\\.~., () ~ '.,.:. ' .'\ ". . .. 'd._ " . .'-' .-'.: . <. ~~; -' .-.. .: ~:) .. . . "..i ',',' . . """,' '. ," ,'., .... ...... . .'. . ....", - . .... . . . ri&i[~::j~;t;;;:rlbi:~ . .K.'IOI' ;L1 "1l~BY IHESil'RESENTS; . t!1a~.~,' ,KAY', B ~ '. 'if2i:.I.r.i.is t . '. F:1fW" , .. ." .-' ., "'.". .. Cra~tOrS'I' fqr. :rh,? c~'n~ide_r~t:i';;'o '. d~.-'.her~~y, ~gra~t: .,~nto. ~ne.. C6~n~y~ .':'~. '~tiHd'i'~~~:~;~; 'of " a~); e ~p ec_u~.L: ;eas e;m.~ri ~:. ;p," :c~n~ t:::~ct';.. m~'i~ ra .~n j: ....:....:,:cif~~.iiu.t:s:.':oi:. -fills::' oc'c3sioned "", .',~~-~~ :~:~i;~ ~:~.:' a':~ P~~~E~' . .... ,.~: ," .,' .~. . ,'. ....~. way:: and:_:~Ip'piJrt enances:;. :.upon' " ...."; ..' . . ..... '.,- . .';he",.f~l~~~~ng .d'esc=.iD~d; p_r"op~'r.~~~~\ :;' ":L'_' :.':....:.,....,. .. t:'ci'.;lo7ff::.~::' > .="A', parcel' af',.land..lying in-: the ..,'.,',, .... " "'," ..~" '/'.~":~' .. .:::~:..C: ,\". . .:;,;'~ '," . E5MT. Jri- Hit;h.....ay 'Di....ision Fil...52501 . 9B-l9-2l. ':~~:.\-~:~' .;~'::~i ,. "..,' '.. . '''.' .,,' . the.~St-at.e-:of Oregol?-', 0', .. "-'.' . ~,., ;..". '-",~:: .',-'.':, ::.',':;,\" :?;:L.:'" ,.','~' ," ... .' ._u_. .. .... '..'i'.;'li~1 ; v (', ( ~; ,~.;;;. . ", . '. " ::.. .._,-.,~" .... -. . .:..... . . ~;.: :-::;.... I3z.36'H4 Hi.;hl.i';:;:,' Di'ri51on :ile 52.501 95-19-21 .^ ~~ ~- I ~ owfyl!t.fi -:'j\nd" Cr.~n~r~"4~'. ~~:r~!:::~~~;C.'~.t::~./~~~__ :~~'~.:G'~an~e~',. ~ha~."t:hey' are., the '1~, !~. ,j#PJ":or'.:t~'p-rap.~e!:~~l~h i',fT~e: ham'dI.coumbrano';. ,and-. iril.l: ~i.r~ t"Olt1:t ~rid.:~~f~d .t~", easement . tights' n~~~i!r:' gr~'nt-~d. .frbtp:,' ~ll " lavlfu~ cl3;~Js:' . il&tl~.o'~~~'el' . . ",... .. ;. ':" '. . . ./. . .' . -. .,',:. ..t~': ;....... l!H ..: On-ccd ~h.i3 d~y' .or" ?" 19a2~. '.; "~., . .~ ,-, --, ..': ~; >\c...:.:. _', ',:-,' ',"",}Giy:!? ~:Z:;~( J" Irus"tee . . -," .... '::':<:" . . ',; ~{;~~~::~'.:~;:; '.-.,' ,..,;,.-:,"." "...'..--;,- :.~.:.:....; ':~i'... -. -, : '.": j ~::~. .~~~ ':'~:."~.':;. ~ >:~:tt.. . ~ - :. ',_'Jr...,} ';_::"". "_' - . __0.,._. .......: oJ' ... . STAiklliir ~hs6i1.h;u;;ry, of ":"~:"~'-'" .p'"ci'<i,::;'3" ,'. ~ '. ~~~~.... ~ . - .'~. ", .....OiL "- ~',\...' .'_ - ". . ". .;~':\~.:.~:n~~~.~"~: ., ""'~ ", .' ;,":.'0.' :;.'.l?~'''-'''' ~te -en_-So: '~~e,'::~r~tee ~ .- ~:,.~~-. .. ".~._". ": ~:'.J':'~ !iJi,;;ld ':, "',,:::';" .; :~~,~8:2~'.: :::E~~.r~~~~l.~y:. a.p.p~~.t.~~~.t~~" ~bo.v~':;6auied' .' Kay. 'E' >. ~f;j-~\:~ "'".:.".:". an'd/s'tepfi~ri,~s,~:,:':l-icie~:?;t~~~e:~~:;::_ .,... ...... h RId. .'; . '. < ." ~;'!.;:: '. :" ....w 0 ;a~..ri.~~. ~e...'. ....g..'.;.......,.Q:....i...{c.......~:{.(:.~ i~;;;,tu,;,en~;io,.be})ieir"vaJuni:aiY:.a~;:' ']~jici";e:~.:;' '. ..: _.'-. "ii~';,~ , """"~L" .~~~~. ~~,' . " : ;L;:r..::;;'~ .. ""'".: ~ ~ p. b' - - - ,r. ....,;-:;:.::.:.~~ ",",'-,,:.. __';on" tam u ~~"':?In_r: ;-ego~:'~-_~-, _"~"",,",,_...,;): ~;; ..:~:'. .. .,' ,'...'.:...... ..,'.."..:.-;~}};;",l~fi~~;0%~~~i~a.~;.%~:i~k~~s~~~~~ ." ..:....'", '. ".. :.,\.;",' '" .. ~';.~'.::.~t.:; ,'~.:'-;::;..,..: '~"'~""__' ''':;'. '" ..::.. _.~..' '<.~;-;.' _..........~...:~~.: ,",. ," ':',":,..:'::..;. . :-'~;": 1'::~:;:~f~~~:~6~~'g:: -. ;;~ ~ " ..... _ ;".: ,', . T,' ',,".: i,,':i~i1:~;~1">/ '.. -,,_. . . ...."--"." "~.';;J!k ... ',".~;.:':.':-":C:i~ ";" ",j';.-;;.::.. ~~:...:.:..~.;.~~./~l:., "'--, ....;8..;:~.". ~~)~l~l:t ". --". >::",i ..:.:-_~~.":~.., :>:~:~~~i}~~~!~>', :: .:,:" .. .:....:~..:~.~~~~;~::~~:.:~:.. '-:-.' . ,~:,. ~ J . ;:. "', ::',:,".- ';"'~_-'u " ". .7.:.'~;:""~ .~. . "~' .......~.. ,~.,u;,-, . :., "",, ':-:J:.~. .,.....,...:. ""-, ...... . I. "':~..~:":'.,., J'" '~.' -, :;.~.:..~~::~~m;;;.f.::}:. ",'>:;..,: '-CO");,", _ ._"'S;:~~>:' . .'.~. ~.-'f ".~...'~ '.,.--. "".' -~""'" . "". ..... '.", ':::....,.~.._:.:'..-.:.~.~:..:; ':.:' .~...' :'.::.t:>::. ". ;;'..,; .- '..,' .', ::'-: ':'.~' ...... ... .<,. ~". i,,~.:'~[~:""::." :......,. ':"".. . " '.'.', :-.... ". ......:. ..;~~;:;~?i~t:,:}?~~j '-." : ';;~~~':"~( .,....... . ''-.~'' :, .'''''.':'c ~. ". ':" ".; : .;~::. '.' H . ..... ~?,.;';:~:::.p:Rt~;jnMlriA(.fEC% JUL 3 12009 .,:.~.:: :-.~>... ':...:'~::.'~'i.: :':i.X~:;'~;.~~';~~~t: .S)'ilP~:~i'l~~~~' ~~./p~~~.~~ c. ;. ~~ ~:;. . . .{,; "'~:. . .... -"..'-~ -. .-;.-:.':.<;.:." ,:,.;:'nr:.'. .~n~' ,.... c .:.::;..:::i~~l~l:..,. '.:.,:<~/ " ~. - RETUR. N. TO CASCADE TIlLE CO. ~ " - =-= CASCADE TITL.E CD, Division 0' Chi.' D. ut "- Lane County Deeds an: R;c:~::k 2006-0!2730 ~J~11~1~1~J~~WWW1~Wl!IJ111111I1 III---.Yoo- RPR-OEEO Cnb1 Sln=6 cAg3t~~/~~ 03:05:04 pn $20,00 $11,00 $10.00 . TITLE NO, 0246339 tlfY\ ESCROW NO. EU05-2148 TAX ACCT, NO, 0113603 TAX ACCT. NO. 0113595 TAX ACCT. NO. 0113629 MAP!T AX LOT NO. 17 02 30 #800 MAP!TAX LOT NO. 170230 #700 MAP!TAXLOTNO. 170230#900 A WARRANTY DEED -- STATUTORY FORM f.,jJJ>~ MOE AND KAREN MOE, TRUSTEES OF THE MOE TRUST UNDER TRUST AGREEMENT DATED FEBRUARY 14,1974, Grantor, conveys and warrants to BREEDEN BROS., INC., Grantee, the following described real property free of encumbrances except as specifically set forth herein: SEE EXHIBIT A WHICH IS MADE A PART HEREOF BY THIS REFERENCE BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER CHAPTER I, OREGON LAWS 2005 (BALLOT MEASURE 37(2004)). THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND US~ 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 PRACTIC~S AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY UND~R CHAPTER I, OREGON LA WS 2005 (BALLOT MEASURE 37 (2004)). Except the following encumbrances: Covenants, Conditions, Restrictions, Easements and Rights of Way of record, if any. The true consideration for this conveyance is $1,200,000.00 . 2- \ day of r&io,~). 2<X..:>1.o. US D7~:RY 14, 1974 MOE, TRUSTEE BY: KAREN MOE, TRUSTEE State of Oregon County of LANE <w-- ~ ,- iiu~n This instrument was acknowledged before meon t-&~"\A....O-r~~ Zt . 2006 by MOEA#& K.' HEll tlOE, TRUSTEE OF THE MOE TRUST UNDER TRUST A REEMENT DATED FEBRUARY 14 1974 ' ~ A,lUJ. (Notary'fJublic for Oregon) My commission expires '-\. -- \)- ()~ OFFlCtAl SEAL I) OENA MULLiION IOTARV PUBUC-OP?',l)It :...... --) COMMISSION NO. 316117 .' "'COMMlSS~EXPIRESAPf\IL17.1OD& MOE TRUST DATED FEBRUARY 14, 1974 Until a change is requested all tax statements shall be sent to the following address: .""SAME AS GRANTEp.. GRANTOR'S NAME AND ADDRESS BREEDEN BROS., INe. 366 E. 40TH AVE EUGENE, OR 97405 GRANTEE'S NAME AND ADDRESS After recording retum to: ~~S~~~~:~~O PRE.SUBMITI L REC'D EUGENE, OR 97401 JUL 3 I 2009 WRE ~ . . - .-. CASCADE TITLE ce. TITLE NO. 0246339 ESCROWNQ, EUOS-2148 TAX ACel'. NO. 0113603 TAX ACCT. NO. 0113595 TAX ACCT NO. 01 ]3629 MAPffAX LOT NO. 170230#800 MAPrr AX LOT NO. 170230 #700 MAPrrAX LOT NO, 170230/1900 WARRANTY DEED- STATUTORY FORM STEVEN MOE AND KAREN MOt:, TRUSTEES OF THE MOE TRUST UNDER TRUST AGREEMENT DATED FEBRUARY 14, 1974, Grantor, conveys and warrants 10 BREEDEN BROS., INC., Grantee, the following described fe:ll property free of encumbranceSCKcept asspecifically set forth herein SEE EXHIBIT A WI-nCH IS MADE A PART HEREOF BY THIS REFERENCE BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIREABOUT THE PERSON'S RIGHTS, IF ANY, UNDER CHAPTER I, OREGON LAWS 2005 (BALWT MEASURE 37(2004)). THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRmED IN THIS lNSTRUI\t1ENT 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 COUI\TI' PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30,930 AND TO INQUIRE ABOUT THE RIGI-ITS OF NEIGHBORING PROPERTY OWNERS, IF ANY UNDER CHAPTER 1, OREGON LAWS 2005 (BALLOT MEASURE 37 (2004)). Except the following encumbrances: Covenants. Conditions, Restrictions, Easements and Rights of Way of record, if any. The true consideration for this conveyance is $1,200,000,00 . Doled th;, \<..- d'yof H-h' . l-ool,.. MOETRUST DATED FEBRlJARY ]4; ]974 BY; STEVEN MOE, TRUSTEE By~~..J-:\ ~. .N MOE. TRUSTEE ../ Stateofo...- ~,....r County of~ bA'1 'w ~,<*;;;n~7~ ,'~.. ...., ,. .- '. - =..: :*:; - . . . - . .. .- '.' .. .~ ...... ... <',' '-'~i'.".'i-""'t-.,. . '"",;,~:.";,,.,' JEA AG\'Aim" Notary putAic, State of TElll:as My Commission EKPires OCTOBER 16. 2006 re me on f(.. h. ) (, 2006 by S'fE' 'Ii] r fQE 'n6"'"<- E TRUST UNDER TRUST AGREEMENT DATED FEBRUARY 14, -e~ This instrument was ac My, MOE llUlST DATED FEBRUARY 14. 1974 Until a change is requested GRANTOR'S NAME AND ADDRESS 311 tax statememsshall be sent to the following address' ***SAME ASGRANTEp.. BREEDEN BROS., INC. 366 E 40TH AVE EUGENE, OR 97405 GRANTEE'S NAME AND ADDRESS After recording return to: CASCADE TITLE CO. 81] W1LLAMETTE EUGENE, OR 97401 PRE.SUBMITTAl REeD JUL 3 1 2009 WRE .t . . '. EXHIBIT "A" PARCEL I: Beginning at a point on the centerline ofa 40 foot wide roadway that is 1499.09 feet North 89' 57' West and 689.77 feet South I' 44' West of the stone set at the Southwest comer of County Survey No. 1271 that is 494.8 feet North 26' 09' West of the comer Sections 19,20,29, and 30 of Township 17 South, Range 2 West, Willamette Meridian; and running thence along the centerline of said 40 foot wide roadway on a 134.81 foot radius curve right (the long chord of which curve bears North 76' 42 West 117.98 feet) a distance of 122.11 feet; thence on a 84.26 foot radius curve lefl (the long chord of which curve bears North 73' 45' West 65.76 feet) a distance of 67.65 feet; thence South 83' 15' West 1043.44 feet; thence on an 1142 foot radius curve left (the long chord of which curve bears South 79' 16' West 138.36 feet) a distance of 138.95 feet; thence South 76' 17' West 204.09 feet; thence on a 409.26 foot radius curve right (the chord of which curve bears South 87' 49' West 163.69 feet) a distance of 164.80 feet; thence leaving said roadway and traversing the center of an irrigation ditch South 32' 23' East along the Easterly line of that tract conveyed to Bruce L. Barnes, et ox, by instrument recorded November 14, 1977, under Reception No. 77.72572, Official Records of Lane County, Oregon, a distance of 424.86 feet; thence continuing along the center of said irrigation ditch and the Easterly line of said Barnes tract South 45' 36' East 43.52 feet 10 the Northeast comer of that tract conveyed to F. Grant Hurd, et ux, by instrument recorded April 22, 1963, under Reception No. 7852, Deed Records of Lane County, Oregon; thence along the Easterly line of said Hurd Tract and the center of said irrigation ditch South 45' 33' East 311.39 feel to the Northeast comer of that tract conveyed to R.H. Pierce, et ox, by instrument recorded September 12,1952, under Reception No. 84848, Deed Records of Lane County. Oregon; thence nnming along the center of said irrigation ditch and along the Northeasterly line of said Pierce Tract to the Northwesterly margin of Southern Pacific Railroad right'of. way the following courses and distances; South 71' 30' East 69.05 feet; South 83' 41' East 373.94 feet; South 65' 47' East 195.92 feet; Soulh 48' 08' East 104.96 feet; South 72' 44' East 100.52 feet' South 73' 09' East 124.16 feet; South 30' 39' East 126.72 feet; thence traversing the Northerly margin of said right.of.way to the most Southerly comer of the tract conveyed to Kathryn L. HeIDer by instrument recorded November 10, 1976, under Reception No. 76.59667, Official Records of Lane County, Oregon, the following courses and distances: North 59' 21' East 523.87 feet; North 54' 29' East 193.46 feet; North 44' 17' East 145.39 feel; thence along the Southwesterly margin of said HeIDer Tract North 54' 36' West 190.48 feet to the most Southerly comer of that tract conveyed to Douglas S. Leavitt, et ox, by instrument recorded September 09,1959, under Reception No. 77827, Deed Records of Lane County, Oregon; thence along the Southwesterly margin of said Leavitt Tract North 54' 36' West 135.12 feet to the most Southerly comer of the tract conveyed to Douglas S. Leavitt, et ux, by instrument recorded January 23,1974, under Reception No. 74- 02615, Official Records of Lane County, Oregon; thence to a point in the center ofa 40.00 foot wide roadway the following courses and distances along the Westerly margin of said Leavitt Tract; North 52' 42' 40" West 73.12 feet; North 7' 57' 27" West 458.41 feet; thence along the centerline of said 40.00 foot wide roadway South 77' 21' West 52.12 feet to the place of beginning, all in Lane County, Oregon. EXCEPT THEREFROM: the following described portion thereof: Beginning al a point South 79' 19' 55" West 2552.66 feet from the section comer common to Sections 19,20,29 and 30, Township 17 South, Range 2 west of the Willamette Meridian, run thence South 16' 24' 35" East 231.98 feet, thence South 73' 35' 25" West 308.00 feet thence North 16' 24' 35" West 230.44 feet, thence along the arc of a circular curve to the right having a radius of 671.58 feet (the long chord of Continued- Property description continued- which bears North 73' 18' 15" East 308.01 feet) to the point of beginning, all in Lane County, Oregon. PARCEL 2: A 40.0 foot wide strip of land; the centerline of which is described as follows: Beginning al a point on the centerline of said 40 foot wide tract ofland that is 1499.09 feet North 89' 57' West and 689.7,7 feel South I' 44' West of the stone set at the Southwest comer of County Survey No. 1271 that is 494.8 feet North 260 091 West of the corner for Sections 19,20,29 and 30 of Township 17 South, Range 2 West, Willarnette Meridian; and running thence on a 134.81 foot radius curve right (the long chord of which bears North 76' 42' West 117.98 feet)a distance of 122. \ 1 feet; thence on an LEGAL PRE.SUBMIITAl r- JUL 3 1 ZL ., . . . .. ~ ---.. . . " 84.25 foot radius curve left (the long chord of which curve bears North 73" 45' West 65.85 feet) a distance of 67.65 feet; thence south 83" 15' West 1043.44 feet; theuce on an 1142.76 foot radius curve left (the long chord of which curve bears South 79" 46' West 138.36 feet) a distance of 138.95 feet; thence South 76' 17' West 204.09 feet; thence on a 409.26 foot curve right (the long chord of which curve bears North 83" 31' 30" West 282.52 feet) a distance of288.46 feet; thence on a 402.09 foot radius curve left (the long chord of which curve bears North 76" 33' 30" West 183.98 feet) a distance of 185.62 feet; thence North 89' 47' West 328.4 feet to the centerline of County Road No. 753. EXCEPT THEREFROM: that portion thereof lying within Parcel L ALSO EXCEPT THEREFROM that portion described in deed to the City of Springfield recorded July 21, 1994, Recorder's Reception No. 94-53874, Lane County Official Records. ALSO EXCEPT THEREFROM that portion described in deed to Breadner Parker & Associates (Ambleside) LLC, recorded October 1,1997, Reception No. 9766814, Lane County Official Records. PARCEL 3: A tract ofland located in the N,E 1/2 of Section 30, Township 17 South, Range 2 west of the Willamelte Meridian in Lane County, Oregon: Beginning at a pOint on the Southerly boundary of Southern Pacific Railroad right of way; said point being 456.47 feet North and 697.14 feet West of the N.E, comer of the Wilmer Comegys Donation land Claim No. 59 in Township 17 South, Range 2 West of the Willamelte Meridian; thence South 58' 36' West along said right- of-way, boundary for 370.22 feet to a 1/2 inch iron pipe; thence South 47" 34' East for a distance of 132.00 fee! to 1/2 inch iron pipe; thence South 47" 34' East for a distance of20.00 feet, more or less, to the centerline of County Road No. 278; thence along the centerline of said County Road to a point which lies South 40" 30' East of the point of beginning; thence North 40' 30' west a distance of 56,00 feet to the point of beginning. EXCEPT THEREFROM a tract ofland located in the Northeast quarter of Section 30, Township 17 South, Range 2 west of the Willamelte Meridian in Lane County, Oregon; Beginning at a point on the Southerly boundary of Southern Pacific Railroad right of way; said point beginning 456.47 feet North and 697.14 feet Wesl of the Northeast comer of the Wilmer Comegys Donation Land Claim No. 59 in Township 17 South, Range 2 West of the Willamelle Meridian; thence South 58" 36' West along said right of way line 20.22 feet to the trne point of beginning; Continued- Property description continued- thence south 58' 36' West along said right of way boundary for 350.00 feet to a 1/2 inch iron pipe; thence South 47" 34' East a distance of 132.00 feet to a 1/2 inch iron pipe; thence South 47' 34' East for a distance of 20.00 feet more or less to the centerline of County Road No. 278; thence along the centerline of said County Road to a point which lies South 40" 30' East of the true point of beginning; thence North 40" 30' West a distance of70.00 feet more or less, to the true point of beginning. ALSO EXCEPT THEREFROM: any portion lying within that parcel ofland described in deed recorded December 22, 1997, Recorder's Reception No. 97-86376 and deed rerecorded December 9,2003, Recorder's Reception No. 2003-118513, Lane County Official Records, ALSO EXCEPT THEREFROM: any portion lying West on the West line of certain parcel ofland described in deed to Sig Moe and Kay Moe, recorded June 13, ]973, Recorder's Reception No. 7326772, Lane County Official Records. PRE.SUBMITTAl REC'O JUL 3 1 2009 LEGAL - . ~ ' t; ~ Iflll~~fll~~II~ 1~lllul~lli~~III~ IIII 0103414120080059637004004010/30/2008 02:04:39 PM RPR-OEEO Cnt=1 Stn=6 CASH1ER 07 $20.00 $11.00 $10.00 ~008.0~~~J' ~ $41.00 After Recording Return to: Until change Is requested Send tax statements to: Breeden Bros., Inc. 366 East 40111 Avenue Eugene, Oregon 97405 Breeden Bros., Inc. 366 East 40th Avenue Eugene, Oregon 97405 PROPERTY LINE ADJUSTMENT DEED Rainbow Water District, an Oregan municipal corporation,. Grantor and Breeden Bros., Inc., Grantee are the owners of 2 adjoining units of land, to be called Units 1 and 2 in this Property Line Adjustment Deed. Rainbow Water District. Grantor (Unit 1) and Breeden Bros., Inc., Grantee (Unit 2)"are setting an adjusted property line between Unit 1 and Unil2 to comply with lane County Land Use Regulations and the provisions of O.R.S. 92.190(4). The purpose is to convey a portion of Unit 1, Grantor property to Unit 2, Grantee property. The true consideration for this conveyance is to satisfy the River Heights Land Exchange Agreement between Breeden Bros., Inc. and Rainbow Water District. 1. The description of Unit 1 prior to the property line adjustment: That property described in a Warranty Deed, recorded on February 19,1965 in Reel 126, Reception No. 92973, Official Records of Lane County, Oregon, . Following this Property Line Adjustment, the description of Unit 1 will be as follows: An area of land in the Northeast 1/4 of Section 30, Townsl'1ip 17 South, Range 2 West, Willamette Meridian and being more particularly described as follows: Commencing at a 3/4" iron pipe set in County SUlvey File No. 13777, said pipe being South 79018'54" West a distance of 2552.71 feet (record South 79019'55" West a distance of 2552.66 feet) from the Section Corner common to Sections 19, 20, 29, 30, Township 17 South, Range 2 West. WilIamette Meridian; thence South 16023'52" East a distance of 42.71 feet 10 the TRUE POINT of BEGINNING; thence South 16023'5T East a distance of 189.25 feet to a 3/4" iron pipe set in County Survey File No. 13777; thence South 73033'48" West a distance of 308.00 feet; thence North 16024'47" West a distance of 226.79 feet to a 3/4" iron pipe set in County Survey File No. 13777; thence North 80030'41" East a distance of 310.31 feet to the TRUE POINT of BEGINNING, all in Springfield, Lane County, Oregon. Bearings are based on the County Survey File No. 13777 (North line of roadway on survey) 2, The reference to the description of Unit 2 prior to the property line adjustment: That property described in a Warranty Deed, recorded on February 24,2006, on Document No. 2006.012730, Official Records of Lane County, Oregon. Following this Property Line Adjustment, the description of Unit 2 will be as follows: An area of land in the Northeast 1/4 of Section 30, Township 17 South, Range 2 West, Willamette Meridian and being more particularly described as follows: Commencing at a 5/8" rebar in the center of a 40 foot roadway; said rebar being North 26Q09'West a distance of 494.8 feet, North 8]o59'West a distance of 1499.09 feet and South 1Q37'58~ West a distance of 689.32 feet from the Section Corner common to Sections 19, 20, 29, 30, Township 17 South, Range 2 West, WiUamette Meridian; thence North 78052'03" East a distance of 52.03 feet to a 5/8" rebar; thence South ]056'09" East a distance of 2Q.01 feet to the TRUE POINT ot BEGINNING; thence South 78052'03" West a distance of 50.071eet; thence along the arc of a 154.81 foot radius curve right (chord bears North 76051'39" West 135.91 feet) an arc distance of 140.70 feet; thence along the arc of a 64.26 foot radius curve left (chord bears North 73046'59" West 50.13 feet) an arc distance of 51.50 feet; thence South 83015'00" West a distance of 1043.18 feet; thence along the arc of a 1122.76 foot radius curve left (chord bears South 79046'26" Wes1136.09 feet) an arc distance of 136.17 feet; thence South 76017'06" West a distance of 226.64 feet: thence along the arc of a 429.97 foot radius curve right (chord bears South 88031'08" West 133.91 feet) an arc distance of 134.45 feet to the center of an irrigation ditch; thence along said irrigation ditch the fallowing courses: South 30043'32" East a distance of 400.97 feet; thence South 43056'32" East a distance of 354.91 feet; thence South 71 Q42'32" East a distance of 69-05 feet; thence South 83053'32" East a distance of 373.94 feet; thence South 65059'32" East a distance of 195.92 feet; thence South 48020'32~ East a distance of 104.96 feet thence South 72056'32~ East a distance of 100.52 feet; thence South 73021'32~ East a distance of 124.16 feet; thence South 30051'32" East a distance of 126.35 feet to the northerly righl-o(.way of the former Southern Pacific Railroad; thence along said northerly right-of-way, North 59026'33~ East a distance of 456.24 feet; thence continuing along said right-of-way and along a tapered curve left (chord bears North 57053'20" East 146.53 feet) an arc distance of 146.56 feet; thence continuing along said right-of-way and along the arc of a 905 foot radius (chord definition) curve left (chord bears North 47057'59~ East 251.99 feet) an arc distance of 252.81 feet; thence leaving said northerly right-of-way, North 52041'35>> West a distance of 397.14 feet to a 5/8~ rebar; thence North ]056'09" West a distance of 439.86 feet to the TRUE POINT of BEGINNING, all in Springfield, Lane County, Oregon. PRE-SUB~ ITIAl REC'D .11IL 3 1 2009 Breeden-Rainbow PLA 1 Page' - . . . Excepting therefrom: Commencing at a 3/4" iron pipe set in County Survey File No. 13777, said pipe being South 79018'54" West a distance of 2552.71 feet (record South 7901 9'55" West a distance of 2552.66 feet) from the Section Corner common to Sections 19. 20, 29, 3D, Township 17 South, Range 2 West. Willamette Meridian; thence South 16"23'52" East a distance of 42.71 feet to the TRUE POINT of BEGINNING; thence South 16023'52" East a distance of 189.25 feet to a 3/4" iron pipe. set in County Survey File No. 13777; thence South 73033'48" West a distance of 308.00 feet thence North 16024'47" West a distance of 226.79 feel to a 314" iron pipe set in County Survey File No. 13777; thence North 80"30'41" East a distance of 310.31 feet to the TRUE POINT of BEGINNING, all in Springfield, Lane County, Oregon. Bearings are based on the County Survey File No. 13777 (North tine of roadway on survey) The adjusted property line is underlined in the preceding descriptions. The portion of Unit 1 that is being conveyed to Unit 2 is described as follows: An area of land in the Northeast 1/4 of Section 30, Township 17 South, Range 2 West, WiIlamette Meridian and being more particularly described as follows; Commencing at a 314" iron pipe set in County Survey File No. 13777, said pipe being South 79018'54" West a distance of 2552.71 feet (record South 79019'55" West a distance of 2552.66 feet) from the Section Corner common to Sections 19, 20, 29, 30, Township 17 South, Range 2 West. Wflfamette Meridian, said iron pipe being the TRUE POINT of BEGINNING; thence South 16023'52" East a distance of 42.71 feet: thence South 60030'41" West a distance of 310.31 feet; thence North 16024'47" West a distance of 3.65 feet to a 3/4" iron pipe set in County Survey File No. 13777; thence along the arc of a 671.56 foot radius curve right (chord bears North 73016'46" East 308.07 feet) an arc distance of 310.83 feet to the TRUE POINT of BEGINNING, all in Springfield, Lane County, Oregon. Exhibit A is a drawing of the property after the Property Line Adjustment. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER CHAPTER 1, OREGON LAWS 2005 (BALLOT MEASURE 37 (2004)). THIS INSTRUMENT DOES 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, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS DF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER CHAPTER 1, OREGON LAWS 2005 (BALLOT MEASURE 37 (2004)). 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 PERSONS OR PERSONS ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE COUNTY PLANNING DEPARTMENT TO VERIFY ALLOWED USES. ,2008 STATE OF OREGON I Iss County of Lane ) ~ _ . OFFICIAL SEAL : KATRINA ANTONETTE KJNG '- \; NOTARY PUBUC-OAEG8N J COMMISSION NO. 409560 MY COMMISSION EXPIRES AUG. 31, 2010 On this ?q4... day of t:)C!-lLll'S ele.. , 2008, personally appeared before me Ihe aforementioned J. Timothy Hanley and acknowledged the foregOing instrument to be his voluntary act and deed. No My Page 2 PRE-SUBMITTAL RECIO JUL 3 1 2009 ;. . . Dated this 291: dayo! Or~ ,2008 ~~ Breeden Bros., Inc. STATE OF OREGON) )ss County of Lane ) _ OFFlClAlSEAL KATRINA ANTONETTE KlNG -" ,/ NOTARY PlJBUc.-oREGCSN COMM'SS~N NO, 409560 MY COMMISSION EXPIRES AUG, 31, 2010 . "700.\1.. I\.~ . On this ==:..L-day of ~, 2008, personally appeared before me the aforementioned Byron Roberts and acknowledged the foregoing instrument to be his voluntary act and deed. { ~/l> J PRE-SUBMllTAl REeD JUL 3 1 2009 Page 3 r PROPERTY LINE ADJUSTMENT SURVEY i' ~ NORTHEAST 1/4 OF ;;CT/ON 30. 1178, RZ", Jr.JI ~ Ii; ItlUll&. MOll 1U.l. -=- SPRINGFIELD, LANE COUNTY. OREGON "JI f;,i 1'f]f..uG.L:$lllC' SKPTEJ/BER '9 2008 $"'" . GffJ#/i BREEDEN BROS. INC =~~ ~ TAX Lor 700 _ BASIS O~i!~~~~rT7;j \. ~~ ./- UIIlIC ~..~ :::::; .., lH&J'5~:;.5'~"W ;~~ JotS'2J) "i /lOot' =:~~.$~ (HeJ,.'.Il"t I~ _, C, I V '~ r.~sr:~" .m;'h ~~~.:~=; .1.,.. \\ l:J r ......., _ -1 \--J(l' z rn"l.A/rlft;ZJUI/trJlUSSC>> -.__ 40.97' It / _ ,I __"'-lO("tGItClrOFm:-_>> \ ~~ \ \ RUCt,v""IIGIIWJICI'OIC!lIJ1T7 /' BR ~_.JCIllD'W__ ~~~IIQIIII=,~----.:.... / ~~"\r~:t:~ ...... EEDEN BROS., tNC. \ ~--"\, ~-'T7..(l17.m WMTf,QIII"tZlIiI~1Im:JIDs; \\ :i:S~:7S,'t7I(../!.....: TAX LOT BOO ~\ =~~~:'lI: 1I~.u' \ \ ";t.""f"P'I'T~ ~.s,..,. .tS5:.UJ _ /' l'l , ~:U"E.n,.", \ \ l ......./""" \ EA.SEliPlTJtlcm'OFlUlXW ~-4Z...r(fZllW.~1If.-) i ----~ ./ I;ASPlOfr!'DQtrc,WGDI!' IID1Z51,IlI:l:p_ICl.*W1.1.A/1C' C U!HInH.'~", L -- \ ./ _'''''MilCZ'''I.AIrlfCOlMrl:OIIIftllIlII \ /CCUrI'n:QII(tlQlt~CQlIlClS. f"LCH;~~"',.JJ,.". -"'" ~1IUDIlDS. ItUCl:Krt1?'.3: Y \~ ......../ ~ff)ffEAS1~"" \ 1-_ "''.m""- ~~ \ \ __ '''"!!1!',!!'' R.UtBor irA rEA DISTRICT _ -_ ""...... oI11ll!1 m :.u'LOT80, AQZSS""""'~ltr /' ...... -ww.r__mt 4ti /' ~ra-r~~~~_ \"... Itl.IoOJao!J7',m - /' '" " :h. ff1'i&b4~= ... ~ """ >/'"-- /'" ~,~.., """ ~~J- _ PDlCVI~T.77 " ......... CURVE rABU " :'-'''~ >< " , DETAIL "u,' IMoW S1r.ll'.:JslT'llll ~C!:~wno '- ~ "..., ~ S""<<J"-""I" 100.4 ~,-......._ '" 1&1 '~~ :~ ",::-...::,'~' UJM')~nr""''t; ,... "" I ~ ''''''',..:l. N1lJ,,;Jf In" ,..;,~ ! NOT TO BC.AU: ~ (!)-~~~7ACOW" 1lIIUJ$1lI01Df~ - - ~"".;:.!l:f_<E-= ~iiiAHiilU"'fr""""~' - ~~~~cJr"~ ~....,:;s,Ni' ,j ~ CoolUUAfDl_rptOrsn;l )-/Iftil:JlP(I,lU-~_ IoIIC.mO~""'1UI J-.wlXIrI:I0A1A _ CVlOQ IS771 OWNFR AND APP'ICAN r tJRCCDOI BRO$., mc, )6' CAST ~T/{ Aj.f)jU{ rtIGf14; ORCCON f1T~ IlAJN80W WA1lJIl' OfSrRd:T IstIO NORIH 42f.1D SrRaT SF'ItINCFIClO. OReGON 17477 IIAP NO. I7-OZ-.JO TAX LOrs tIOO ANO tit" .' 1..NG:00UIm"~~ C.UUlltl ~O,,'I( ~r~"IJI'6IfJC1(J3.S,PAClCMI, LNEClUIn: OIW'lll:WarrlQ4LJIUOlll$. 1'tUOJ"/4'.-orw~ "IJI'cr':Jnr LINE rABLE MW~ ~ p~,... ~" n,.. n &~' &Q -' . -~'-~-V'" , , 'i;' UX' ~Uld ,.... . \~ ~ II'!.,. '" " /4'. ~ fiZZ.... IJIl/r . IIU.,. ,,"x NARRATIVE - 1MS~...,tIMIt"""INI'll.Of.~'-.r~.ltUtJttl' avtDI~A$SIOQ.tIfU--.aa1'(WRI1lDlIMll$fiIC "fN"_~.$TI/4 fT~_.J:l~I1Stll1IPl_'W$r;~___rHC PI#PO$CfT __1('1' RS ~NMJST IIC" COIlIll;W I'WI:FI:lI'rrlME <<7lEDt DE #WCI'[Jtrr~IIPA$_/iJO. 11-41-~Wl'LOr_(MaDDtllJlQl.wc.)MID __,7__.-lo r41t07_(/UIe(J1IfIM/P'~fJ. /HE"~CY_ 1'(W IN'S"~IMS --rJit..:CFaurt1TsurncrnJ;NQ.lJnrPDIIDH -.otis: A ClOG ~_ .u_arnaJo"_~~awlb .I'H'A--..DfItOIIcyaQSUril"CF '.""Q,ClCll:Y.IDDII"AIIQ.tA/f~r. V~#()M7OT_SUlh<<'YI$A"ftI'"~A.S/IfOIm.u~., ct:UIrr_if'r#tL1Cl. I.,.a ~"""IJDN(; _rao:5l" IO!WalJI:IDIS7A1JQ" ~ALNEct:Ulrr~C\IOItIoWlIIIG"IIC'_lIC'A.SrSR'lIOt~cy .~l/(A'Ja 1Nrc.uIZll.I'~"'(y7qL~r"", MS~_~ ~~~~rylO~~'M-r~f:t<<lO'~':,~urr.~ .sw"'~rCYIM'IRSTAa:r_",~_",,-,"-C7S sura"IO_~~~CQ.aIn:ClII:f'OOJil""'r~nc: IIrSfPIlr_YCFr.u:wr""'I$IHCCDt/lllUWf;TIHCOJS"__AS ~11I(Il~aRl<<YfU/IIICl'~AIoIllHtIa1>FOItIlW,IWGOp1T A$~atCl:llUOl'r/lllCl_I" tANCa:utn: tII!Q)rf~ - VStllIfHDI.Y~CFrAXwr_tSAt..:~fD1"OIWt44UI.IO 1HC~a;NI'DUC"O'~StllIDCM'~--'__"N:#JC ~fN"_rOT'AJ1LO'~IIAS~F1IfMAtICl:rllO ~"JIlII'~AS/iI"c:oa!P(M.-nIlltW.MS~IIIOUl/'"'1AW <nMn:~~~NIO~_-..orIUl""QU\l1T SUhl"YIUIII';I. 1.5T77. H~~CYct:UlrrSUfif'r1U"/IIICl ':sTT7 1M$/iI"-nTAaJSN1l.rA DiST.4HCf"....,.,.NICC 1t1'Dr.5n:_ 1IC'_~$C1 "M$UWY___1tD ."'~.....)(>>"MaUI'_IU.l.OlI'I"tA.nIC CU'SMWlZl' '1I._lJMIDflUlfnr: ~ ... ''''4;' (~l l w&"\1:"nKn J 0PvlES 12/31/M I COlTlFY DtA r rHlS IIAP WAS ~ARW USlNC A HP3f64jA INK CARni'IDGC ON AZON I.J-().U4_4 lIIl. 0008U "A 1Tl: BAKEF? AND ASSOCIA TtS. SURlIf:YOF?S 'J47 MARKET STREEr SPRINGFIELD, OREGON (54T) 343-7243 ,,/. . . \/ Parcel name: LOT1 North: 5693.58 East: 3257.61 Line Course: S 61-45-50 W Length: 31.30 North: 5678.77 East: 3230.03 Curve Length: 129.88 Radius: 80.00 Delta: 93-01-09 Tangent: 84.33 Chord: 116.08 Course: N 71-43-36 W Course In: N 28-14-10 W Course Out: S 64-46-59 W RP North: 5749.25 East: 3192.18 End North: 5715.17 East: 3119.81 Line Course: N 25-13-01 W Length: 57.93 North: 5767.58 East: 3095.13 Line Course: N 13-03-55 E Length: 17.43 North: 5784.56 East: 3099.07 Curve Length: 45.33 Radius: 177.00 Delta: 14-40-19 Tangent: 22.79 Chord: 45.20 Course: N 48-12-09 E Course In: N 34-27-42 W Course Out: S 49-08-01 E RP North: 5930.50 East: 2998.91 End North: 5814.69 East: 3132.76 Line Course: N 76-17-54 E Length: 92.60 North: 5836.62 East: 3222.73 Line Course: S 13-42-06 E Length: 147.23 North: 5693.58 East: 3257.60 Perimeter: 521.70 Area: 18,882 Sq FtO.43 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 55-17-09 W Error North: -0.003 East: -0.004 Precision 1: 52,170.00 Parcel name: LOT2 North: 5727.51 East: 3357.66 Curve Length: 106.13 Radius: 320.00 Delta: 19-00-10 Tangent: 53.56 Chord: 105.65 Course: S 71-15-55 W Course In: S 09-14-00 E Course Out: N 28-14-10 W RP North: 5411.66 East: 3409.00 End North: 5693.58 East: 3257.61 Line Course: N 13-42-06 W Length: 147.23 North: 5836.62 East: 3222.73 Line Course: N 76-17-56 E Length: 20.92 North: 5841.58 East: 3243.06 Curve Length: 100.61 Radius: 1162.76 Delta: 4-57-28 Tangent: 50.34 Chord: 100.58 Course: N 78-46-41 E Course In: S 13-42-03 E Course Out: N 08-44-35 W RP North: 4711.90 East: 3518.46 PRE.SUBMITTAL REC'D JUL 3 1 2009 . . End North: 5861.15 East: 3341.72 Line Course: S 06-48-03 E Length: 134.59 North: 5727.51 East: 3357.66 Perimeter: 509.49 Area: 15,702 Sq Ft 0.36 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 07-37-55 W Error North: -0.006 East: -0.001 Precision 1: 50,948.00 Parcel name: LOT3 North: 5740.74 East: 3466.86 Line Course: S 83-14-54 W Length: 96.14 North: 5729.44 East: 3371.38 Curve Length: 13.86 Radius: 320.00 Delta: 2-28-54 Tangent: 6.93 Chord: 13.86 Course: S 82-00-27 W Course In:S 06-45-06 E Course Out: N 09-14-00 W RP North: 5411.66 East: 3409.01 End North: 5727.52 East: 3357.66 Line Course: N 06-48-03 W Length: 134.59 North: 5861.16 East: 3341.72 Curve Length: 40.41 Radius: 1162.76 Delta: 1-59-29 Tangent: 20.21 Chord: 40.41 Course: N 82-15-10 E Course In: S 08-44-35 E Course Out: N 06-45-06 W RP North: 4711.91 East: 3518.47 End North: 5866.61 East: 3381.76 Line Course: N 83-14-52 E Length: 20.66 North: 5869.03 East: 3402.28 Line Course: N 83-14-52 E Length: 48.94 North: 5874.79 East: 3450.88 Line Course: S 06-48-03 E Length: 134.99 North: 5740.75 East: 3466.87 Perimeter: 489.59 Area: 14,841 Sq Ft 0.34 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 66-54-45 E Error North: 0.004 East: 0.009 Precision 1: 48,959.00 Parcel name: LOT 4 North: 5885.96 East: 3545.21 Line Course: S 83-14-52 W Length: 95.00 North: 5874.79 East: 3450.87 Line Course: S 06-48-03 E Length: 134.99 North: 5740.75 East: 3466.86 Line Course: N 83-14-54 E Length: 95.00 PRE.SUBMITTAL REC'D JUL 3 1 2009 . . North: 5751.91 East: 3561.20 Line Course: N 06-48-03 W Length: 134.99 North: 5885.95 East: 3545.21 Perimeter: 459.98 Area: 12,824 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 06-45-07 E Error North: -0.001 East: 0.000 Precision 1: 459,980,000.00 Parcel name: LOT5 North: 5763.08 East: 3655.54 Line Course: S 83-14-54 W Length: 9500 North: 5751.91 East: 3561.20 Line Course: N 06-48-03 W Length: 134.99 North: 5885.95 East: 3545.21 Line Course: N 83-14-52 E Length: 95.00 North: 5897.12 East: 3639.56 Line Course: S 06-48-03 E Length: 134.99 North: 5763.08 East: 3655.54 Perimeter: 459.98 Area: 12,824 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 06-45-07 W Error North: 0.001 East: -0.000 Precision 1: 459,980,000.00 Parcel name: LOT6 North: 5774.25 East: 3749.88 Line Course: S 83-14-54 W Length: 95.00 North: 5763.08 East: 3655.54 Line Course: N 06-48-03 W Length: 134.99 North: 5897.12 East: 3639.56 Line Course: N 83-14-52 E Length: 95.00 North: 5908.29 East: 3733.90 Line Course: S 06-48-03 E Length: 134.99 North: 5774.25 East: 3749.88 Perimeter: 459.99 Area: 12,824 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 06-45-07 W Error North: 0.001 East: -0.000 Precision 1: 459,980,000.00 PRE.SUBMITTAL RECID JUL 3 1 2009 . . Parcel name: LOT7 North: 5785.42 East: 3844.22 Line Course: S 83-14-54 W Length: 95.00 North: 5774.25 East: 3749.88 Line Course: N 06-48-03 W Length: 134.99 North: 5908.29 East: 3733.90 Line Course: N 83-14-52 E Length: 95.00 North: 5919.46 East: 3828.24 Line Course: S 06-48-03 E Length: 134.99 North: 5785.42 East: 3844.22 Perimeter: 459.99 Area: 12,824 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 06-45-07 W Error North: 0.001 East: -0.000 Precision 1: 459,980,000.00 Parcel name: LOT8 North: 5796.59 East: 3938.56 Line Course: S 83-14-54 W Length: 95.00 North: 5785.42 East: 3844.22 Line Course: N 06-48-03 W Length: 134.99 North: 5919.46 East: 3828.24 Line Course: N 83-14-52 E Length: 95.00 North: 5930.63 East: 3922.58 Line Course: S 06-48-03 E Length: 134.99 North: 5796.59 East: 3938.56 Perimeter: 459.99 Area: 12,824 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 06-45-07 W Error North: 0.001 East: -0.000 Precision 1: 459,980,000.00 Parcel name: LOT9 North: 5806.90 East: 4025.65 Curve Length: 7.31 Radius: 220.00 Delta: 1-54-15 Tangent: 3.66 Chord: 7.31 Course: N 84-12-01 E Course In: S 06-45-06 E Course Out: N 04-50-51 W RP North: 5588.42 East: 4051.51 End North: 5807.64 East: 4032.92 Line Course: N 06-48-03 W Length: 135.12 North: 5941.81 East: 4016.92 Line Course: S 83-14-52 W Length: 95.00 North: 5930.64 East: 3922.58 Line Course: S 06-48-03 E Length: 134.99 PRE.SUBMITTAL REC'D JUL 3 1 2009 . . North: 5796.60 East: 3938.56 Line Course: N 83-14-54 E Length: 87.69 North: 5806.91 East: 4025.64 Perimeter: 460.11 Area: 12,825 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 06-37-04 W Error North: 0.008 East: -0.001 Precision 1: 46,011.00 Parcel name: LOnO North: 5793.86 East: 4130.24 Curve Length: 99.12 Radius: 220.00 Delta: 25-48-55 Tangent: 50.42 Chord: 98.29 Course: N 81-56-23 W Course In: S 20-58-04 W Course Out: N 04-50-51 W RP North: 5588.42 East: 4051.51 End North: 5807.64 East: 4032.92 Line Course: N 06-48-03 W Length: 135.12 North: 5941.81 East: 4016.92 Line Course: N 83-14-52 E Length: 95.00 North: 5952.98 East: 4111.26 Line Course: S 06-48-03 E Length: 160.25 North: 5793.85 East: 4130.24 Perimeter: 489.49 Area: 13,665 Sq Ft 0.31 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 14-49-12 E Error North: -0.002 East: 0.001 Precision 1: 489,490,000.00 Parcel name: LOT11 North: 5757.73 East: 4191.99 Curve Length: 71.86 Radius: 220.00 Delta: 18-42-57 Tangent: 36.25 Chord: 71.54 Course: N 59-40-27 W Course In: S 39-41-01 W Course Out: N 20-58-04 E RP North: 5588.42 East: 4051.51 End North: 5793.86 East: 4130.24 Line Course: N 06-48-03 W Length: 160.25 North: 5952.98 East: 4111.26 Line Course: N 83-14-52 E Length: 95.00 North: 5964.15 East: 4205.60 Line Course: S 06-48-03 E Length: 165.07 North: 5800.24 East: 4225.15 Line Course: S 37-57-20 W Length: 53.91 North: 5757.73 East: 4191.99 PRE-SUBMITTAL REC'D JUL 3 1 2009 . . Perimeter. 546.08 Area: 17,224 Sq Ft 0.40 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 75-57-51 W Error North: 0.000 East: -0.001 Precision 1: 546,090,000.00 Parcel name: LOT12 North: 5744.23 East: 4206.83 Curve Length: 20.06 Radius: 220.00 Delta: 5-13-32 Tangent: 10.04 Chord: 20.06 Course: N 4742-13 W Course In: S 44-54-33 W Course Out: N 3941-01 E RP North: 5588.43 East: 4051.51 End North: 5757.73 East: 4191.99 Line Course: N 37-57-20 E Length: 53.91 North: 5800.24 East: 4225.15 Line Course: N 0648-03 W Length: 165.07 North: 5964.15 East: 4205.60 Line Course: N 83-14-52 E Length: 120.00 North: 5978.26 East: 4324.77 Line Course: S 0648-03 E Length: 165.69 North: 5813.73 East: 4344.39 Line Course: S 83-32-36 W Length: 92.00 North: 5803.39 East: 4252.97 Line Course: S 37-57-20 W Length: 75.02 North: 5744.24 East: 4206.83 Perimeter: 691.75 Area: 21,131 Sq Ft 0.49 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 76-5340 E Error North: 0.001 East: 0.005 . Precision 1: 691,750,000.00 Parcel name: L0T13 North: 5634.96 East: 4322.14 Curve Length: 115.66 Radius: 205.00 Delta: 32-19-33 Tangent: 59.41 Chord: 114.13 Course: N 49-26-50 W Course In: N 24-23-24 E Course Out: S 5642-57 W RP North: 5821.66 East: 4406.79 End North: 5709.16 East: 4235.42 Curve Length: 45.33 Radius: 220.00 Delta: 1148-24 Tangent: 22.75 Chord: 45.25 Course: N 39-11-15 W Course In: S 5642-57 W Course Out: N 44-54-33 E RP North: 5588.43 East: 4051.51 End North: 5744.24 East: 4206.83 Line Course: N 37-57-20 E Length: 75.02 PRE.SUBMlllAl REC'D JUL 3 1 2009 . . North: 5803.39 East: 4252.97 Line Course: N 83-32-36 E Length: 92.00 North: 5813.73 East: 4344.38 Line Course: S 06-45-06 E Length: 99.31 North: 5715.11 East: 4356.06 Line Course: S 22-56-29 W Length: 87.04 North: 5634.96 East: 4322.13 Perimeter: 514.37 Area: 17,173 Sq Ft 0.39 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 85-16-01 W Error North: -0.001 East: -0.006 Precision 1: 51,436.00 Parcel name: LOT14 North: 5627.11 East: 4495.97 Line Course: S 82-03-51 W Length: 61.46 North: 5618.63 East: 4435.09 Curve Length: 115.66 Radius: 205.00 Delta: 32-19-33 Tangent: 59.41 Chord: 114.13 Course: N 81-46-23 W Course In: N 07-56-09 W Course Out: S 24-23-24 W RP North: 5821.66 East: 4406.79 End North: 5634.96 East: 4322.14 Line Course: N 22-56-29 E Length: 87.04 North: 5715.11 East: 4356.06 Line Course: N 83-14-54 E Length: 145.65 North: 5732.24 East: 4500.70 Line Course: S 07-56-09 E Length: 84.25 North: 5648.79 East: 4512.34 Line Course: S 37-03-51 W Length: 27.16 North: 5627.12 East: 4495.97 Perimeter: 521.22 Area: 17,066 Sq Ft 0.39 Ac. Mapcheck Closure - (Uses listed courses, rapii, and deltas) Error Closure: 0.01 Course: N 06-42-24 E Error North: 0.010 East: 0.001 Precision 1: 52,122.00 Parcel name: L0T15 North: 5829.38 East: 4482.62 Curve Length: 40.41 Radius: 180.77 Delta: 12-48-29 Tangent: 20.29 Chord: 40.33 Course: S 14-20-30 E Course In: S 69-15-16 W Course Out: N 82-03-45 E RP North: 5765.35 East: 4313.57 End North: 5790.31 East: 4492.61 Line Course: S 07-56-08 E Length: 58.64 PRE-5UBMIlTAL REC'D JUL 3 1 2009 . . North: 5732.23 East: 4500.70 Line Course: S 83-14-54 W Length: 145.65 North: 5715.11 East: 4356.06 Line Course: N 06-45-06 W Length: 99.31 North: 5813.73 East: 4344.39 Line Course: N 83-32-36 E Length: 139.11 North: 5829.37 East: 4482.62 Perimeter: 483.12 Area: 14,250 Sq Ft 0.33 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 26-17-01 W Error North: -0.007 East: -0.003 Precision 1: 48,312.00 Parcel name: LOT16 North: 5987.48 East: 4452.61 Line Course: S 01-43-39 W Length: 35.14 North: 5952.36 East: 4451.55 Curve Length: 109.34 Radius: 220.00 Delta: 28-28-33 Tangent: 55.82 Chord: 108.22 Course: S 12-30-38 E Course In: S 88-16-21 E Course Out: S 63-15-06 W RP North: 5945.73 East: 4671.45 End North: 5846.71 East: 4475.00 Curve Length: 18.94 Radius: 180.77 Delta: 6-00-10 Tangent: 9.48 Chord: 18.93 Course: S 23-44-49 E Course In: S 63-15-06 W Course Out: N 69-15-16 E RP North: 5765.35 East: 4313.57 End North: 5829.38 East: 4482.62 Line Course: S 83-32-36 W Length: 139.11 North: 5813.74 East: 4344.39 Line Course: N 06-48-03 W Length: 165.69 North: 5978.26 East: 4324.77 Line Course: N 83-14-52 E Length: 93.58 North: 5989.27 East: 4417.70 Curve Length: 35.11 Radius: 104.26 Delta: 19-17-46 Tangent: 17.72 Chord: 34.95 Course: S 87-05-41 E Course In: S 06-44-34 E Course Out: N 12-33-12 E RP North: 5885.73 East: 4429.94 End North: 5987.49 East: 4452.60 Line Course: S 77-26-33 E Length: 0.01 North: 5987.49 East: 4452.61 Perimeter: 596.93 Area: 20,782 Sq Ft 0.48 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 00-11-37 E Error North: 0.011 East: 0.000 Precision 1: 59.692.00 PRE-SUBMITIAL REC'O JUL 3 1 2009 . . Parcel name: LOT17 North: 5969.43 East: 4492.09 Line Course: S 01-43-39 W Length: 18.29 North: 5951.15 East: 4491.54 Curve Length: 89.46 Radius: 180.00 Delta: 28-28-33 Tangent: 45.67 Chord: 88.54 Course: S 12-30-38 E Course In: S 88-16-21 E Course Out: S 63-15-06 W RP North: 5945.72 East: 4671.45 End North: 5864.71 East: 4510.72 Curve Length: 32.19 Radius: 220.77 Delta: 8-21-11 Tangent: 16.12 Chord: 32.16 Course: S 22-34-19 E Course In: S 63-15-06 W Course Out: N 71-36-17 E RP North: 5765.35 East: 4313.57 End North: 5835.01 East: 4523.06 Line Course: N 82-03-51 E Length: 138.67 North: 5854.16 East: 4660.40 Line Course: N 07-56-09 W Length: 80.74 North: 5934.13 East: 4649.25 Line Course: S 78-52-03 W Length: 51.97 North: 5924.09 East: 4598.26 Line Course: N 01-49-36 E Length: 20.56 North: 5944.64 East: 4598.92 Line Course: S 78-28-17 W Length: 5.06 North: 5943.63 East: 4593.96 Curve Length: 91.29 Radius: 114.81 Delta: 45-33-33 Tangent: 48.21 Chord: 88.91 Course: N 80-07-08 W Course In: N 12-53-54 W Course Out: S 32-39-39 W RP North: 6055.54 East: 4568.33 End North: 5958.89 East: 4506.37 Curve Length: 13.06 Radius: 114.81 Delta: 6-30-57 Tangent: 6.54 Chord: 13.05 Course: N 54-04-53 W Course In: N 32-39-39 E Course Out: S 39-10-36 W RP North: 6055.54 East: 4568.33 End North: 5966.54 East: 4495.80 Curve Length: 4.71 Radius: 104.26 Delta: 2-35-09 Tangent: 2.35 Chord: 4.70 Course: N 52-06-58 W Course In: S 39-10-36 W Course Out: N 36-35-27 E RP North: 5885.72 East: 4429.94 End North: 5969.43 East: 4492.09 Perimeter: 545.98 Area: 14,908 Sq Ft 0.34 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 50-25-03 E Error North: 0.002 East: 0.003 Precision 1: 546,000,000.00 PRE-SUBMITTAL RECIO JUL 3 1 2009 . . Parcel name: LOT18 North: 5835.01 East: 4523.06 Curve Length: 40.30 Radius: 220.77 Delta: 10-27-28 Tangent: 20.20 Chord: 40.24 Course: S 13-09-59 E Course In: S 71-36-17 W Course Out: N 82-03-45 E RP North: 5765.35 East: 4313.57 End North: 5795.83 East: 4532.23 Line Course: S 07-56-08 E Length: 62.10 North: 5734.33 East: 4540.80 Line Course: N 82-03-51 E Length: 135.00 North: 5752.97 East: 4674.51 Line Course: N 07-56-09 W Length: 102.17 North: 5854.16 East: 4660.40 Line Course: S 82-03-51 W Length: 138.67 North: 5835.01 East: 4523.06 Perimeter: 478.23 Area: 13,842 Sq Ft 0.32 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 34-58-46 W Error North: -0.002 East: -0.002 Precision 1: 478,240,000.00 Parcel name: L0T19 North: 5734.33 East: 4540.80 Line Course: S 07-56-09 E Length: 80.79 North: 5654.31 East: 4551.95 Line Course: S 52-56-09 E Length: 27.16 North: 5637.94 East: 4573.63 Line Course: N 82-03-51 E Length: 115.79 North: 5653.93 East: 4688.31 Line Course: N 07-56-09 W Length: 100.00 North: 5752.97 East: 4674.50 Line Course: S 82-03-51 W Length: 135.00 North: 5734.33 East: 4540.79 Perimeter: 458.75 Area: 13,315 Sq Ft 0.31 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 52-56-09 W Error North: 0.004 East: -0.006 Precision 1: 45,874.00 Parcel name: LOT20 North: 5506.53 East: 4572.55 Line Course: N 07-56-09 W Length: 70.79 North: 5576.64 East: 4562.78 Line Course: N 37-03-51 E Length: 27.16 PRE.SUBMITTAl REC'D JUL 3 I 2009 . . North: 5598.31 East: 4579.15 Line Course: N 82-03-51 E Length: 115.79 North: 5614.30 East: 4693.83 Line Course: S 07-56-09 E Length: 90.00 North: 5525.16 East: 4706.26 Line Course: S 82-03-51 W Length: 135.00 North: 5506.52 East: 4572.55 Perimeter: 438.75 Area: 11,965 Sq Ft 0.27 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 37-03-51 W Error North: -0.006 East: -0.004 Precision 1: 43,874.00 Parcel name: LOT21 North: 5417.13 East: 4583.11 Curve Length: 31.94 Radius: 270.00 Delta: 6-46-38 Tangent: 15.99 Chord: 31.92 Course: N 04-32-50 W Course In: S 88-50-29 W Course Out: N 82-03-51 E RP North: 5411.67 East: 4313.17 End North: 5448.95 East: 4580.58 Line Course: N 07-56-09 W Length: 58.14 North: 5506.53 East: 4572.55 Line Course: N 82-03-51 E Length: 135.00 North: 5525.17 East: 4706.26 Line Course: S 07-56-09 E Length: 45.48 North: 5480.13 East: 4712.54 Line Course: S 08-00-45 W Length: 61.14 North: 5419.58 East: 4704.02 Line Course: S 88-50-29 W Length: 120.93 North: 5417.14 East: 4583.11 Perimeter: 452.63 Area: 12,773 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 10-06-46 E Error North: 0.007 East: 0.001 Precision 1: 45,263.00 Parcel name: LOT22 North: 5320.15 East: 4667.42 Line Course: S 90-00-00 E Length: 22.60 North: 5320.15 East: 4690.02 Line Course: N 08-00-41 E Length: 100.41 North: 5419.58 East: 4704.02 Line Course: S 88-50-29 W Length: 120.93 North: 5417.13 East: 4583.11 Curve Length: 43.21 Radius: 270.00 PRE-5UBMllTAL REC'O JUL 3 ] 2009 . . Delta: 9-10-12 Tangent: 21.65 Chord: 43.17 Course: S 03-25-35 W Course In: S 88-50-29 W Course Out: S 81-59-19 E RP North: 5411.68 East: 4313.17 End North: 5374.05 East: 4580.53 Line Course: S 08-00-41 W Length: 16.65 North: 5357.56 East: 4578.21 Line Course: S 36-59-19 E Length: 41.42 North: 5324.47 East: 4603.13 Curve Length: 64.49 Radius: 480.00 Delta: 7-41-51 Tangent: 32.29 Chord: 64.44 Course: S 86-09-05 E Course In: N 07-41-51 E Course Out: S 00-00-00 W RP North: 5800.15 East: 4667.42 End North: 5320.15 East: 4667.42 Perimeter: 409.70 Area: 10,841 Sq Ft 0.25 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 44-04-04 E Error North: -0.002 East: 0.002 Precision 1: 409,710,000.00 Parcel name: LOT23 North: 5362.54 East: 4866.84 Line Course: S 37-13-28 W Length: 3.62 North: 5359.66 East: 4864.65 Curve Length: 92.11 Radius: 100.00 Delta: 52-46-32 Tangent: 49.61 Chord: 88.89 Course: S 63-36-44 W Course In: N 52-46-32 W Course Out: S 00-00-00 W RP North: 5420.15 East": 4785.03 End North: 5320.15 East: 4785.03 Line Course: N 90-00-00 W Length: 95.00 North: 5320.15 East: 4690.03 Line Course: N 08-00-41 E Length: 100.41 North: 5419.58 East: 4704.02 Line Course: N 08-00-45 E Length: 61.14 North: 5480.13 East: 4712.54 Line Course: S 52-41-35 E Length: 194.00 North: 5362.55 East: 4866.85 Perimeter: 546.28 Area: 16,375 Sq Ft 0.38 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 59-21-55 E Error North: 0.004 East: 0.007 Precision 1: 54,628.00 Parcel name: LOT24 PRE-SUBMITTAL RECtD JUL 3 1 2009 . . North: 5338.30 East: 4898.66 Line Course: S 37-13-28 W Length: 3.57 North: 5335.46 East: 4896.50 Curve Length: 84.58 Radius: 140.00 Delta: 34-37-00 Tangent: 43.63 Chord: 83.30 Course: S 54-31-58 W Course In: N 52-46-32 W Course Out: S 18-09-32 E RP North: 5420.15 East: 4785.02 End North: 5287.12 East: 4828.65 Line Course: S 31-12-24 E Length: 52.86 North: 5241.91 East: 4856.04 Line Course: S 56-20-02 E Length: 129.55 North: 5170.09 East: 4963.86 Curve Length: 94.77 Radius: 905.00 Delta: 6-00-00 Tangent: 47.43 Chord: 94.73 Course: N 42-57-49 E Course In: N 44-02-11 W Course Out: S 50-02-11 E RP North: 5820.69 East: 4334.78 End North: 5239.41 East: 5028.42 Line Course: N 52-41-35 W Length: 163.15 North: 5338.29 East: 4898.65 Perimeter: 528.48 Area: 16,380 Sq Ft 0.38 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 60-15-12 W Error North: -0.003 East: -0.005 Precision 1: 52,848.00 Parcel name: LOT25 North: 5287.12 East: 4828.66 Curve Length: 44.37 Radius: 140.00 Delta: 18-09-32 Tangent: 22.37 Chord: 44.19 Course: S 80-55-14 W Course In: N 18-09-32 W Course Out: S 00-00-00 W RP North: 5420.15 East: 4785.02 End North: 5280.15 East: 4785.02 Line Course: N 90-00-00 W Length: 18.74 North: 5280.15 East: 4766.28 Line Course: S 45-00-00 W Length: 27.16 North: 5260.94 East: 4747.08 Line Course: S 00-00-00 W Length: 69.72 North: 5191.22 East: 4747.08 Curve Length: 1.56 Radius: 130.00 Delta: 0-41-19 Tangent: 0.78 Chord: 1.56 Course: S 00-20-40 W Course In: N 90-00-00 W Course Out: S 89-18-41 E RP North: 5191.22 East: 4617.08 End North: 5189.66 East: 4747.07 Line Course: S 71-31-02 E Length: 183.66 North: 5131.44 East: 4921.26 Curve Length: 57.55 Radius: 905.00 Delta: 3-38-36 Tangent: 28.78 Chord: 57.53 Course: N 47-47-07 E PRE.SUBMITTAl REeD JUL 3 1 2009 . . Course In: N 40-23-35 W Course Out: S 44-02-11 E RP North: 5820.70 East: 4334.79 End North: 5170.10 East: 4963.87 Line Course: N 56-20-02 W Length: 129.55 North: 5241.92 East: 4856.05 Line Course: N 31-12-24 W Length: 52.86 North: 5287.13 East: 4828.66 Perimeter: 585.16 Area: 17,856 Sq Ft 0.41 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 48-47-05 E Error North: 0.004 East: 0.005 Precision 1: 58,517.00 Parcel name: LOT26 North: 5189.66 East: 4747.07 Curve Length: 66.48 Radius: 130.00 Delta: 29-18-04 Tangent: 33.99 Chord: 65.76 Course: S 15-20-21 W Course In: N 89-18-41 W Course Out: S 60-00-37 E RP North: 5191.22 East: 4617.08 End North: 5126.24 East: 4729.67 Line Course: S 54-50-49 E Length: 116.25 North: 5059.31 East: 4824.72 Curve Length: 20.08 Radius: 991.82 Delta: 1-09-35 Tangent: 10.04 Chord: 20.08 Course: N 55-27-06 E Course In: N 33-58-06 W Course Out: S 35-07-41 E RP North: 5881.87 East: 4270.56 End North: 5070.70 East: 4841.26 Curve Length: 100.49 Radius: 905.00 Delta: 6-21-44 Tangent: 50.30 Chord: 100.44 Course: N 52-47-17 E Course In: N 34-01-51 W Course Out: S 40-23-35 E RP North: 5820.70 East: 4334.78 End North: 5131.44 East: 4921.25 Line Course: N 71-31-02 W Length: 183.66 North: 5189.66 East: 4747.06 Perimeter: 486.96 Area: 12,643 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 76-45-20 W Error North: 0.002 East: -0.008 Precision 1: 48,696.00 Parcel name: LOT27 North: 5126.24 Curve Length: 76.59 East: 4729.67 Radius: 130.00 PRE-SUBMITTAL REC'O JUL 3 1 2009 . . Delta: 33-45-20 Tangent: 39.44 Chord: 75.49 Course: S 46-52-03 W Course In: N 60-00-37 W Course Out: S 26-15-17 E RP North: 5191.22 East: 4617.08 End North: 5074.63 East: 4674.59 Line Course: S 27-28-52 E Length: 92.24 North: 4992.80 East: 4717.15 Curve Length: 24.89 Radius: 11410.00 Delta: 0-07-30 Tangent: 12.45 Chord: 24.89 Course: N 59-20-15 E Course In: N 30-36-00 W Course Out: S 30-43-30 E RP North: 14813.87 East: -1091.01 End North: 5005.50 East: 4738.56 Curve Length: 24.67 Radius: 3770.00 Delta: 0-22-30 Tangent: 12.34 Chord: 24.67 Course: N 59-05-15 E Course In: N 30-43-30 W Course Out: S 31-06-00 E RP North: 8246.30 East: 2812.40 End North: 5018.17 East: 4759.73 Curve Length: 24.46 Radius: 2242.00 Delta: 0-37-30 Tangent: 12.23 Chord: 24.45 Course: N 58-35-15 E Course In: N 31-06-00 W Course Out: S 31-43-30 E RP North: 6937.92 East: 3601.66 End North: 5030.92 East: 4780.60 Curve Length: 24.23 Radius: 1587.14 Delta: 0-52-29 Tangent: 12.12 Chord: 24.23 Course: N 57-50-16 E Course In: N 31-43-30 W Course Out: S 32-35-59 E RP North: 6380.91 East: 3946.02 End North: 5043.82 East: 4801.12 Curve Length: 24.02 Radius: 1223.33 Delta: 1-07-30 Tangent: 12.01 Chord: 24.02 Course: N 56-50-16 E Course In: N 32-35-59 W Course Out: S 33-43-29 E RP North: 6074.42 East: 4142.03 . End North: 5056.96 East: 4821.22 Curve Length: 4.22 Radius: 991.82 Delta: 0-14-37 Tangent: 2.11 Chord: 4.22 Course: N 56-09-12 E Course In: N 33-43-29 W Course Out: S 33-58-06 E RP North: 5881.87 East: 4270.56 End North: 5059.31 East: 4824.73 Line Course: N 54-50-49 W Length: 116.25 North: 5126.24 East: 4729.68 Perimeter: 411.57 Area: 9,908 Sq Ft 0.23 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 42-50-29 E Error North: -0.005 East: 0.005 Precision 1: 41,157.00 Parcel name: LOT28 PRE-SUBMITTAL REC'O JUL 3 1 2009 . . North: 5074.63 East: 4674.59 Curve Length: 29.39 Radius: 130.00 Delta: 12-57-11 Tangent: 14.76 Chord: 29.33 Course: S 70-13-18 W Course In: N 26-15-17 W Course Out: S 13-18-06 E RP North: 5191.22 East: 4617.08 End North: 5064.71 East: 4646.99 Line Course: S 76-41-54 W Length: 53.98 North: 5052.29 East: 4594.46 Line Course: S 13-18-06 E Length: 1 Hi.96 North: 4936.52 East: 4621.83 Line Course: N 59-26-33 E Length: 110.70 North: 4992.80 East: 4717.15 Line Course: N 27-28-52 W Length: 92.24 North: 5074.63 East: 4674.59 Perimeter: 405.27 Area: 9,937 Sq Ft 0.23 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 83-50-16 E Error North: 0.000 East: 0.002 Precision 1: 405,270,000.00 Parcel name: LOT29 North: 5052.29 East: 4594.45 Line Course: S 76-41-54 W Length: 48.08 North: 5041.23 East: 4547.66 Curve Length: 28.44 Radius: 320.00 Delta: 5-05-29 Tangent: 14.23 Chord: 28.43 Course: S 79-14-38 W Course In: N 13-18-06 W Course Out: S 08-12-37 E RP North: 5352.64 East: 4474.04 End North: 5035.92 East: 4519.74 Line Course: S 81-47-23 W Length: 28.36 North: 5031.87 East: 4491.67 Line Course: S 08-12-37 E Length: 90.46 North: 4942.34 East: 4504.58 Line Course: S 22-54-17 E Length: 65.20 North: 4882.28 East: 4529.96 Line Course: N 59-26-33 E Length: 106.68 North: 4936.52 East: 4621.82 Line Course: N 13-18-06 W Length: 118.96 North: 5052.29 East: 4594.45 Perimeter: 486.17 Area: 14,772 Sq Ft 0.34 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 . Course: S 23-39-03 E Error North: -0.004 East: 0.002 Precision 1: 486,180,000.00 PRE-SUBMITTAL REC'D JUL 3 1 2009 . . Parcel name: L0T30 North: 4902.26 East: 4373.04 Line Course: S 30-29-14 E Length: 96.98 North: 4818.69 East: 4422.24 Line Course: N 59-26-33 E Length: 125.09 North: 4882.28 East: 4529.96 Line Course: N 22-54-17 W Length: 65.20 North: 4942.34 East: 4504.59 Line Course: S 88-46-29 W Length: 60.46 North: 4941.05 East: 4444.14 Line Course: S 61-22-51 W Length: 80.98 North: 4902.26 East: 4373.05 Perimeter: 428.71 Area: 11,650 Sq Ft 0.27 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 78-17-10 E Error North: 0.002 East: 0.012 Precision 1: 42,871.00 Parcel name: L0T31 North: 5031.87 East: 4491.66 Line Course: S 81-47-23 W Length: 62.30 North: 5022.98 East: 4430.00 Curve Length: 117.49 Radius: 80.00 Delta: 84-08-56 Tangent: 72.22 Chord: 107.22 Course: S 39-42-55 W Course In: S 08-12-37 E Course Out: S 87-38-27 W RP North: 4943.80 East: 4441.43 End North: 4940.50 East: 4361.50 Curve Length: 15.19 Radius: 41.00 Delta: 21-13-15 Tangent: 7.68 Chord: 15.10 Course: S 08-15-04 W Course In: S 87-38-27 W CourSe Out: S 71-08-18 E RP North: 4938.82 East: 4320.53 End North: 4925.56 East: 4359.33 Line Course: S 30-29-14 E Length: 27.04 North: 4902.26 East: 4373.05 Line Course: N 61-22-51 E Length: 80.98 North: 4941.05 East: 4444.13 Line Course: N 88-46-29 E Length: 60.46 North: 4942.34 East: 4504.58 Line Course: N 08-12-37 W Length: 90.46 North: 5031.87 East: 4491.66 Perimeter: 453.93 Area: 11,913 Sq Ft 0.27 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 88-42-06 W Error North: 0.000 East: -0.003 Precision 1: 453,920,000.00 PRE.SUBMITTAl REC'D 1111 3 I 2009 . . Parcel name: LOT32 North: 5212.34 East: 4707.08 Line Course: SOO-OO-OOW Length: 21.12 North: 5191.22 East: 4707.08 Curve Length: 120.48 Radius: 90.00 Delta: 76-41-54 Tangent: 71.20 Chord: 111.68 Course: S 38-20-57 W Course In: N 90-00-00 W Course Out: S 13-18-06 E RP North: 5191.22 East: 4617.08 End North: 5103.63 East: 4637.79 Line Course: S 76-41-54 W Length: 72.08 North: 5087.05 East: 4567.64 Line Course: N 21-12-08 W Length: 94.75 North: 5175.39 East: 4533.37 Line Course: N 77-59-25 E Length: 177.60 North: 5212.34 East: 4707.08 Perimeter: 486.02 Area: 13,755 Sq Ft 0.32 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 77-00-21 E Error North: 0.001 East: 0.006 Precision 1: 48,603.00 Parcel name: LOT33 North: 5212.34 East: 4707.08 Line Course: N 00-00-00 E Length: 48.60 North: 5260.94 East: 4707.08 Line Course: N 45-00-00 W Length: 27.16 North: 5280.14 East: 4687.87 Line Course: N 90-00-00 W Length: 20.45 North: 5280.14 East: 4667.42 Curve Length: 72.71 Radius: 520.00 Delta: 8-00-41 Tangent: 36.41 Chord: 72.65 Course: N 85-59-40 W Course In: N 00-00-00 E Course Out: S 08-00-41 W RP North: 5800.14 East: 4667.42 End North: 5285.22 East: 4594.95 Line Course: N 81-59-19 W Length: 44.26 North: 5291.39 East: 4551.12 Line Course: S 08-42-04 W Length: 117.36 North: 5175.38 East: 4533.37 Line Course: N 77-59-25 E Length: 177.60 North: 5212.33 East: 4707.08 Perimeter: 508.14 Area: 14,454 Sq Ft 0.33 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: .S 26-39-48 E Error North: -0.006 East: 0.003 Precision 1: 50,814.00 'RF.~IIRMIITAl RECiD I'" ~ 1 2009 . . Parcel name: LOT34 North: 5291.39 East: 4551.12 Line Course: N 81-59-19 W Length: 122.40 North: 5308.45 East: 4429.92 Line Course: S 08-00-41 W Length: 64.47 North: 5244.61 East: 4420.93 Line Course: S 58-22-45 E Length: 132.04 North: 5175.38 East: 4533.37 Line Course: N 08-42-04 E Length: 117.36 North: 5291.39 East: 4551.12 Perimeter: 436.26 Area: 11,082 Sq Ft 0.25 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 38-10-46 E Error North: -0.001 East: 0.000 Precision 1: 436,270,000.00 Parcel name: LOT35 North: 5308.45 East: 4429.92 Line Course: N 81-59-19 W Length: 110.91 North: 5323.91 East: 4320.09 Curve Length: 17.19 Radius: 470.00 Delta: 2-05-45 Tangent: 8.60 Chord: 17.19 Course: N 80-56-27 W Course In: N 08-00-41 E Course Out: S 10-06-26 W RP North: 5789.32 East: 4385.60 End North: 5326.62 East: 4303.12 Line Course: S 08-30-18 W Length: 118.13 North: 5209.78 East: 4285.64 Line Course: S 78-40-16 E Length: 53.07 North: 5199.36 East: 4337.68 Line Course: N 44-34-21 E Length: 46.00 North: 5232.13 East: 4369.96 Line Course: N 76-14-43 E Length: 52.48 North: 5244.61 East: 4420.94 Line Course: N 08-00-41 E Length: 64.47 North: 5308.45 East: 4429.92 Perimeter: 462.25 Area: 12,687 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 45-00-56 E Error North: -0.004 East: 0.004 Precision 1: 46,225.00 PRE-SUBMITTAL REC'D JUL 3 1 2009 . . Parcel name: LOT36 North: 5326.62 East: 4303.11 Curve Length: 88.72 Radius: 470.00 Delta: 10-48-55 Tangent: 44.49 Chord: 88.59 Course: N 74-29-06 W Course In: N 10-06-26 E Course Out: S 20-55-21 W RP North: 5789.32 East: 4385.59 End North: 5350.31 East: 4217.75 Line Course: S 24-34-20 W Length: 127.85 North: 5234.04 East: 4164.59 Line Course: S 78-40-16 E Length: 123.46 North: 5209.79 East: 4285.64 Line Course: N 08-30-18 E Length: 118.13 North: 5326.62 East: 4303.12 Perimeter: 458.15 Area: 12,752 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 32-35-02 E Error North: 0.003 East: 0.002 Precision 1: 458,160,000.00 Parcel name: LOT37 North: 5350.31 East: 4217.75 Curve Length: 88.01 Radius: 470.00 Delta: 10-43-46 Tangent: 44.14 Chord: 87.88 Course: N 63-42-46 W Course In: N 20-55-21 E Course Out: S 31-39-07 W RP North: 5789.32 East: 4385.59 End North: 5389.23 East: 4138.96 Line Course: S 34-51-50 W Length: 125.37 North: 5286.37 East: 4067.29 Line Course: S 52-43-36 E Length: 73.58 North: 5241.80 East: 4125.84 Line Course: S 78-40-16 E Length: 39.51 North: 5234.04 East: 4164.58 Line Course: N 24-34-20 E Length: 127.85 North: 5350.32 East: 4217.75 Perimeter: 454.33 Area: 13,010 Sq Ft 0.30 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 57-08-32 W Error North: 0.003 East: -0.005 Precision 1: 45,432.00 Parcel name: LOT38 North: 5389.23 Curve Length: 88.39 East: 4138.96 Radius: 470.00 PRE-SUBMITTAL REC'O JUL 3 1 2009 . . Delta: 10-46-30 Tangent: 44.33 Chord: 88.26 Course: N 52-57-38 W Course In: N 31-39-07 E Course Out: S 42-25-37 W RP North: 5789.32 East: 4385.59 End North: 5442.40 East: 4068.51 Line Course: S 42-01-16 W Length: 125.33 North: 5349.29 East: 3984.61 Line Course: S 52-43-36 E Length: 103.90 North: 5286.37 East: 4067.29 Line Course: N 34-51-50 E Length: 125.37 North: 5389.23 East: 4138.96 Perimeter: 442.99 Area: 11,895 Sq Ft 0.27 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 80-45-06 W Error North: -0.000 East: -0.001 Precision 1: 442,990,000.00 Parcel name: LOT39 North: 5442.40 East: 4068.51 Curve Length: 48.94 Radius: 470.00 Delta: 5-57-59 Tangent: 24.49 Chord: 48.92 Course: N 44-35-24 W Course In: N 42-25-37 E Course Out: S 48-23-36 W RP North: 5789.32 East: 4385.59 End North: 5477.24 East: 4034.17 Line Course: S 85-25-27 W Length: 156.55 North: 5484.75 East: 3878.11 Line Course: S 16-24-01 E Length: 46.22 North: 5420.41 East: 3891.16 Line Course: S 52-43-36 E Length: 117.43 North: 5349.29 East: 3984.61 Line Course: N 42-01-16 E Length: 125.33 North: 5442.40 East: 4068.51 Perimeter: 494.47 Area: 14,320 Sq Ft 0.33 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 82-20-48 W Error North: -0.000 East: -0.002 Precision 1: 494,470,000.00 Parcel name: LOT40 North: 5611.01 Curve Length: 110.08 Delta: 13-25-12 Chord: 109.83 Course In: N 67-42-13 E RP North: 5789.32 East: 3950.73 Radius: 470.00 Tangent: 55.30 Course: S 29-00-23 E Course Out: S 54-17-01 W East: 4385.59 PRE.SUBMITTAL REC'O JUL 3 1 2009 . . End North: 5514.95 East: 4003.99 Line Course: S 85-25-27 W Length: 122.53 North: 5505.17 East: 3881.85 Line Course: N 26-52-29 W Length: 82.51 North: 5578.77 East: 3844.56 Line Course: N 16-24-01 W Length: 24.16 North: 5601.95 East: 3837.73 Line Course: N 85-25-07 E Length: 113.36 North: 5611.00 East: 3950.73 Perimeter: 452.65 Area: 11,739 Sq Ft 0.27 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 53-49-56 W Error North: -0.001 East: -0.002 Precision 1: 452,640,000.00 Parcel name: LOT41 North: 5744.62 East: 3839.78 Line Course: N 83-14-54 E Length: 66.08 North: 5752.38 East: 3905.40 Line Course: S 51-45-06 E Length: 15.85 North: 5742.57 East: 3917.85 Line Course: S 06-45-06 E Length: 8.57 North: 5734.06 East: 3918.85 Curve Length: 127.51 Radius: 470.00 Delta: 15-32-41 Tangent: 64.15 Chord: 127.12 Course: S 14-31-27 E Course In: N 83-14-54 E Course Out: S 67-42-13 W RP North: 5789.32 East: 4385.59 End North: 5611.00 East: 3950.74 Line Course: S 85-25-07 W Length: 113.36 North: 5601.95 East: 3837.74 Line Course: N 16-22-54 W Length: 42.72 North: 5642.93 East: 3825.69 Line Course: N 06-45-06 W Length: 79.89 North: 5722.27 East: 3816.30 Line Course: N 46-25-43 E Length: 32.41 North: 5744.61 East: 3839.78 Perimeter: 486.39 Area: 15,021 Sq Ft 0.34 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 03-04-57 E Error North: -0.009 East: 0.000 Precision 1: 48,639.00 Parcel name: LOT42 North: 5744.62 East: 3839.78 Line Course: S 83-14-54 W Length: 192.17 PRE.SUBMITTAL REC'O JUL 3 1 2009 . . North: 5722.02 East: 3648.94 Line Course: S 13-54-00 W Length: 73.90 North: 5650.29 East: 3631.19 Line Course: S 17-47-15 E Length: 82.59 North: 5571.64 East: 3656.42 Line Course: N 80-30-41 E Length: 183.83 North: 5601.95 East: 3837.73 Line Course: N 16-22-54 W Length: 42.72 North: 5642.93 East: 3825.68 Line Course: N 06-45-06 W Length: 79.89 North: 5722.27 East: 3816.29 Line Course: N 46-25-43 E Length: 32.41 North: 5744.61 East: 3839.77 Perimeter: 687.52 Area: 27,001 Sq Ft 0.62 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 39-18-46 W Error North: -0.005 East: -0.004 . Precision 1: 68,751.00 Parcel name: LOT43 North: 5722.02 East: 3648.94 Line Course: S 83-14-54 W Length: 121.00 North: 5707.80 East: 3528.78 Line Course: S 16-03-43 W Length: 87.43 North: 5623.78 East: 3504.59 Line Course: S 14-57-52 E Length: 76.80 North: 5549.58 East: 3524.42 Line Course: N 80-30-41 E Length: 133.82 North: 5571.64 East: 3656.41 Line Course: N 17-47-15 W Length: 82.59 North: 5650.29 East: 3631.18 Line Course: N 13-54-00 E Length: 73.90 North: 5722.02 East: 3648.93 Perimeter: 575.54 Area: 19,609 Sq Ft 0.45 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 87-43-34 W Error North: 0.000 East: -0.008 Precision 1: 57,554.00 Parcel name: LOT44 North: 5707.80 East: 3528.78 Line Course: S 83-14-54 W Length: 115.57 North: 5694.21 East: 3414.01 Line Course: S 20-17-40 W Length: 85.04 North: 5614.45 East: 3384.52 Line Course: S 16-30-08 E Length: 102.23 PRE-SUBMITTAL REC'D JUL 3 1 2009 . . North: 5516.43 East: 3413.56 Line Course: S 81-33-17 E length: 56.73 North: 5508.10 East: 3469.67 Line Course: N 52-50-39 E length: 68.69 North: 5549.59 East: 3524.42 Line Course: N 14-57-52 W length: 76.80 North: 5623.78 East: 3504.59 Line Course: N 16-03-43 E length: 87.43 North: 5707.80 East: 3528.77 Perimeter: 592.50 Area: 21,163 Sq Ft 0.49 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 77-30-13 W Error North: 0.001 East: -0.006 Precision 1: 59,249.00 Parcel name: lOT45 North: 5694.21 East: 3414.01 Line Course: S 83-14-54 W length: 38.19 North: 5689.72 East: 3376.09 Curve Length: 104.99 Radius: 280.00 Delta: 21-29-04 Tangent: 53.12 Chord: 104.38 Course: S 72-30-22 W Course In: S 06-45-06 E Course Out: N 28-14-10 W RP North: 5411.66 East: 3409.01 End North: 5658.34 East: 3276.54 Line Course: S 61-45-50 W length: 31.30 North: 5643.53 East: 3248.96 Curve length: 6.64 Radius: 120.00 Delta: 3-10-08 Tangent: 3.32 Chord: 6.64 Course: S 63-20-54 W Course In: N 28-14-10 W Course Out: S 25-04-02 E RP North: 5749.26 East: 3192.19 End North: 5640.56 East: 3243.03 Line Course: S 32-04-32 E length: 128.58 North: 5531.61 East: 3311.31 Line Course: S 81-33-17 E length: 103.37 North: 5516.42 East: 3413.56 Line Course: N 16-30-08 W length: 102.23 North: 5614.44 East: 3384.52 Line Course: N 20-17-40 E length: 85.04 North: 5694.20 East: 3414.02 Perimeter: 600.34 Area: 18,967 Sq Ft 0.44 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 39-17-39 E Error North: -0.005 East: 0.004 Precision 1: 60,034.00 PRE.SUBMITIAl REC'O JUL 3 1 2009 . . Parcel name: LOT46 North: 5767.89 East: 4037.66 Curve Length: 7.35 Radius: 180.00 Delta: 2-20-18 Tangent: 3.67 Chord: 7.35 Course: S 84-25-03 W Course In: S 04-24-48 E Course Out: N 06-45-06 W RP North: 5588.42 East: 4051.51 End North: 5767.18 East: 4030.35 Line Course: S 83-14-54 W Length: 55.41 North: 5760.66 East: 3975.32 Line Course: S 38-14-54 W Length: 27.16 North: 5739.33 East: 3958.51 Line Course: S 06-45-06 E Length: 0.57 North: 5738.77 East: 3958.58 Curve Length: 109.29 Radius: 430.00 Delta: 14-33-43 Tangent: 54.94 Chord: 108.99 Course: S 14-01-57 E Course In: N 83-14-54 E Course Out: S 68-41-11 W RP North: 5789.32 East: 4385.59 End North: 5633.03 East: 3985.00 Line Course: N 68-41-11 E Length: 106.78 North: 5671.84 East: 4084.48 Line Course: N 29-35-13 W Length: 90.67 North: 5750.69 East: 4039.71 Line Course: N 06-48-03 W Length: 17.33 North: 5767.89 East: 4037.66 Perimeter: 414.54 Area: 10,831 Sq Ft 0.25 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 25-43-17 E Error North: 0.003 East: 0.001 Precision 1: 414,560,000.00 Parcel name: LOT47 North: 5633.03 East: 3985.00 Curve Length: 121.61 Radius: 430.00 Delta: 16-12-16 Tangent: 61.22 Chord: 121.21 Course: S 29-24-57 E Course In: N 68-41-11 E Course Out: S 52-28-55 W RP North: 5789.32 East: 4385.59 End North: 5527.45 East: 4044.53 Line Course: N 52-28-55 E Length: 111.74 North: 5595.50 East: 4133.16 Curve Length: 38.98 . Radius: 355.00 Delta: 6-17-27 Tangent: 19.51 Chord: 38.96 Course: N 36-25-47 W Course In: N 50-25-30 E Course Out: S 56-42-57 W RP North: 5821.66 East: 4406.79 End North: 5626.84 East: 4110.03 Line Course: N 29-35-13 W Length: 13.46 North: 5638.55 East: 4103.38 Line Course: N 29-35-13 W Length: 38.28 PRE.SUBMITTAl REC'O JUL 3 1 2009 . . North: 5671.84 East: 4084.48 Line Course: S 68-41-11 W Length: 106.78 North: 5633.03 East: 3985.00 Perimeter: 430.85 Area: 11,659 Sq Ft 0.27 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 13-28-23 E Error North: -0.004 East: 0.001 Precision 1: 430,850,000.00 Parcel name: LOT48 North: 5527.45 East: 4044.54 Curve Length: 121.62 Radius: 430.00 Delta: 16-12-17 Tangent: 61.22 Chord: 121.21 Course: S 45-37-14 E Course In: N 52-28-55 E Course Out: S 36-16-38 W RP North: 5789.32 East: 4385.59 End North: 5442.67 East: 4131.17 Line Course: N 36-16-38 E Length: 115.96 North: 5536.15 East: 4199.78 Line Course: N 62-29-59 W Length: 14.07 North: 5542.65 East: 4187.30 Curve Length: 75.80 Radius: 355.00 Delta: 12-14-00 Tangent: 38.04 Chord: 75.65 Course: N 45-41-30 W Course In: N 38-11-30 E Course Out: S 50-25-30 W RP North: 5821.66 East: 4406.79 End North: 5595.50 East: 4133.16 Line Course: S 52-28-55 W Length: 111.74 North: 5527.44 East: 4044.54 Perimeter: 439.18 Area: 11,945 Sq Ft 0.27 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 10-43-3.5 W Error North: -0.002 East: -0.000 Precision 1: 439,190,000.00 Parcel name: LOT49 North: 5442.67 East: 4131.17 Curve Length: 106.07 Radius: 430.00 Delta: 14-08-02 Tangent: 53.31 Chord: 105.80 Course: S 60-47-23 E Course In: N 36-16-38 E Course Out: S 22-08-36 W RP North: 5789.32 East: 4385.59 End North: 5391.04 East: 4223.52 Line Course: N 22-08-36 E Length: 118.28 North: 5500.59 East: 4268.10 Line Course: N 62-29-59 W Length: 77.02 PRE-SUBMITTAl REC'O JUL 3 1 2009 . . North: 5536.16 East: 4199.78 Line Course: S 36-16-38 W Length: 115.96 North: 5442.67 East: 4131.17 Perimeter: 417.33 Area: 10,853 Sq Ft 0.25 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 41-42-28 E Error North: 0.003 East: 0.003 Precision 1: 417,330,000.00 Parcel name: LOT50 North: 5391.04 East: 4223.52 Curve Length: 106.06 Radius: 430.00 Delta: 14-07-55 Tangent: 53.30 Chord: 105.79 Course: S 74-55-22 E Course In: N 22-08-36 E Course Out: S 08-00-41 W RP North: 5789.32 East: 4385.59 End North: 5363.52 East: 4325.66 Line Course: N 06-03-22 E Length: 115.38 North: 5478.25 East: 4337.84 Line Course: N 72-14-31 W Length: 33.30 North: 5488.41 East: 4306.12 Line Course: N 72-14-31 W Length: 39.94 North: 5500.59 East: 4268.09 Line Course: S 22-08-36 W Length: 118.28 North: 5391.04 East: 4223.50 Perimeter: 412.95 Area: 10,576 Sq Ft 0.24 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 87-29-58 W Error North: -0.001 East: -0.012 Precision 1: 41,296.00 Parcel name: LOT51 North: 5363.52 East: 4325.67 Line Course: S 81-59-19 E Length: 120.29 North: 5346.75 East: 4444.78 Line Course: N 04-12-44 W Length: 121.43 North: 5467.86 East: 4435.86 Line Course: N 83-56-38 W Length: 98.57 North: 5478.25 East: 4337.84 Line Course: S 06-03-22 W Length: 115.38 North: 5363.52 East: 4325.67 Perimeter: 455.67 Area: 12,824 Sq Ft 0.29 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 83-16-13 E PRE-SUBMITTAL REC'O JUL 3 1 2009 . . Error North: 0.000 East: 0.004 Precision 1: 455,670,000.00 Parcel name: LOT52 North: 5346.75 East: 4444.78 Line Course: S 81-59-19 E Length: 61.42 North: 5338.19 East: 4505.60 Line Course: N 53-00-41 E Length: 41.31 North: 5363.05 East: 4538.60 Line Course: N 08-00-41 E Length: 16.73 North: 5379.62 East: 4540.93 Curve Length: 64.02 Radius: 230.00 Delta: 15-56-50 Tangent: 32.22 Chord: 63.81 Course: N 00-02-16 E Course In: N 81-59-19 W Course Out: N 82-03-51 E RP North: 5411.67 East: 4313.17 End North: 5443.42 East: 4540.97 Line Course: N 07-56-09 W Length: 38.70 North: 5481.75 East: 4535.63 Line Course: S 82-03-51 W Length: 100.72 North: 5467.85 East: 4435.87 Line Course: S 04-12-44 E Length: 121.43 North: 5346.75 East: 4444.79 Perimeter: 444.33 Area: 13,021 Sq Ft 0.30 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 56-38-12 E Error North: -0.008 East: 0.012 Precision 1: 44,433.00 Parcel name: LOT53 North: 5481.76 East: 4535.62 Line Course: N 07-56-09 W Length: 90.23 North: 5571.13 East: 4523.16 Line Course: N 52-56-09 W Length: 27.16 North: 5587.50 East: 4501.49 Line Course: S 82-03-51 W Length: 61.46 North: 5579.01 East: 4440.62 Curve Length: 10.41 Radius: 245.00 Delta: 2-26-03 Tangent: 5.21 Chord: 10.41 Course: S 83-16-53 W Course In: N 07-56-09 W Course Out: S 05-30-06 E RP North: 5821.66 East: 4406.79 End North: 5577. 79 East: 4430.28 Line Course: S 02-54-19 E Length: 110.08 North: 5467.85 East: 4435.86 Line Course: N 82-03-51 E Length: 100.72 North: 5481.76 East: 4535.62 PRE-SUBMI1TAL REC'D JUL 3 1 2009 . . Perimeter: 400.06 Area: 10,312 Sq Ft 0.24 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 84-03-16 W Error North: -0.000 East: -0.003 Precision 1: 400,060,000.00 Parcel name: LOT54 North: 5577.79 East: 4430.28 Curve Length: 95.25 Radius: 245.00 Delta: 22-16-31 Tangent: 48.23 Chord: 94.65 Course: N 84-21-50 W Course In: N 05-30-06 W Course Out: S 16-46-25 W RP North: 5821.66 East: 4406.79 End North: 5587.09 East: 4336.09 Line Course: S 16-53-17 W Length: 103.12 North: 5488.41 East: 4306.13 Line Course: S 72-14-31 E Length: 33.30 North: 5478.26 East: 4337.84 Line Course: S 83-56-38 E Length: 98.57 North: 5467.86 East: 4435.86 Line Course: N 02-54-19 W Length: 110.08 North: 5577.80 East: 4430.28 Perimeter: 440.32 Area: 11,901 Sq Ft 0.27 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: N 30-21-04 E Error North: 0.005 East: 0.003 Precision 1: 44,032.00 - Parcel name: LOT55 North: 5587.09 East: 4336.09 Curve Length: 87.53 Radius: 245.00 Delta: 20-28-08 Tangent: 44.23 Chord: 87.06 Course: N 62-59-31 W Course In: N 16-46-25 E Course Out: S 37-14-33 W RP North: 5821.66 East: 4406.79 End North: 5626.62 East: 4258.52 Line Course: S 40-18-14 W Length: 110.11 North: 5542.65 East: 4187.30 Line Course: S 62-29-59 E Length: 14.07 North: 5536.15 East: 4199.78 Line Course: S 62-29-59 E Length: 77.02 North: 5500.59 East: 4268.10 Line Course: S 72-14-31 E Length: 39.94 North: 5488.41 East: 4306.13 Line Course: N 16-53-17 E Length: 103.12 North: 5587.08 East: 4336.09 PRE-SUBMIlTAL REC'O JUL 3 1 2009 . . Perimeter: 431.79 Area: 11,421 Sq Ft 0.26 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 06-47-28 E Error North: -0.006 East: 0.001 Precision 1: 43,179.00 Parcel name: LOT56 North: 5626.62 East: 4258.52 Curve Length: 83.27 Radius: 245.00 Delta: 19-28-24 Tangent: 42.04 Chord: 82.87 Course: N 43-01-15 W Course In: N 37-14-33 E Course Out: S 56-42_57 W RP North: 5821.66 East: 4406.79 End North: 5687.21 East: 4201.98 Curve Length: 6.39 Radius: 180.00 Delta: 2-02-04 Tangent: 3.20 Chord: 6.39 Course: N 34-18-05 W Course In: S 56-42-57 W Course Out: N 54-40-53 E RP North: 5588.43 East: 4051.51 End North: 5692.49 East: 4198.38 Line Course: S 60-24-47 W Length: 109.25 North: 5638.55 East: 4103.38 Line Course: S 29-35-13 E Length: 13.46 North: 5626.84 East: 4110.02 Curve Length: 38.98 Radius: 355.00 Delta: 6-17-27 Tangent: 19.51 Chord: 38.96 Course: S 36-25-47 E Course In: N 56-42-57 E Course Out: S 50-25-30 W RP North: 5821.66 East: 4406.79 End North: 5595.50 East: 4133.16 Curve Length: 75.80 Radius: 355.00 Delta: 12-14-00 Tangent: 38.04 Chord: 75.65 Course: S 45-41-30 E Course In: N 50-25-30 E Course Out: S 38-11-30 W RP North: 5821.66 East: 4406.79 End North: 5542.65 East: 4187.29 Line Course: N 40-18-14 E Length: 110.11 North: 5626.62 East: 4258.52 Perimeter: 437.25 Area: 11,979 Sq Ft 0.28 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 69-06-13 W Error North: 0.002 East: -0.004 Precision 1: 437,260,000.00 North: 5692.49 Curve Length: 185.65 East: 4198.38 Radius: 180.00 PRE-SUBMITTAL REC'D JUL 3 1 2009 Parcel name: LOT57 . . Delta: 59-05-41 Tangent: 102.04 Chord: 177.53 Course: N 64-51-57 W Course In: S 54-40-53 W Course Out: N 04-24-48 W RP North: 5588.43 East: 4051.51 End North: 5767.89 East: 4037.66 Line Course: S 06-48-03 E Length: 17.33 North: 5750.68 East: 4039.71 Line Course: S 29-35-13 E Length: 90.67 North: 5671.84 East: 4084.48 Line Course: S 29-35-13 E Length: 38.28 North: 5638.55 East: 4103.38 Line Course: N 60-24-47 E Length: 109.25 North: 5692.49 East: 4198.38 Perimeter: 441.18 Area: 11,158 Sq Ft 0.26 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: N 58-52-44 E Error North: 0.002 East: 0.003 Precision 1: 441,180,000.00 Parcel name: TRACT~ North: 4798.36 East: 4387.80 Line Course: S 59-26-33 W Length: 73.77 North: 4760.85 East: 4324.27 Line Course: N 30-51-32 W Length: 126.35 North: 4869.31 East: 4259.46 Line Course: N 73-21-32 W Length: 124.16 North: 4904.87 East: 4140.50 Line Course: N 72-56-32 W Length: 100.52 North: 4934.36 East: 4044.41 Line Course: N 48-20-32 W Length: 104.96 North: 5004.12 East: 3965.99 Line Course: N 65-59-32 W Length: 195.92 North: 5083.83 East: 3787.02 Line Course: N 83-53-32 W Length: 373.94 North: 5123.62 East: 3415.20 Line Course: N 71-42-32 W Length: 69.05 North: 5145.29 East: 3349.64 Line Course: N 43-56-32 W Length: 354.91 North: 5400.84 East: 3103.35 Line Course: N 30-43-32 W Length: 400.97 North: 5745.52 East: 2898.49 Curve Length: 134.45 Radius: 429.97 Delta: 17-54-59 Tangent: 67.78 Chord: 133.91 Course: N 88-31-08 E Course In: N 07-28-37 E Course Out: S 10-26-22 E RP North: 6171.84 East: 2954.44 End North: 5748.99 East: 3032.35 Line Course: N 10-30-16 W Length: 7.48 North: 5756.34 East: 3030.98 Curve Length: 11.60 Radius: 120.19 Delta: 5-31-49 Tangent: 5.80 Chord: 11.60 Course: N 77-35-56 E PRE.SUBMITTAl REC'D JUL 3 1 2009 . . Course In: N 09-38-09 W Course Out: S 15-09-58 E RP North: 5874.84 East: 3010.87 End North: 5758.83 East: 3042.31 Line Course: S 63-29-57 E Length: 18.58 North: 5750.54 East: 3058.94 Line Course: S 25-13-01 E Length: 57.93 North: 5698.13 East: 3083.62 Curve Length: 188.18 Radius: 120.00 Delta: 89-51-01 Tangent: 119.69 Chord: 169.48 Course: S 70-08-31 E Course In: N 64-46-59 E Course Out: S 25-04-02 E RP North: 5749.26 East: 3192.18 End North: 5640.56 East: 3243.02 Line Course: S 32-04-32 E Length: 128.58 North: 5531.61 East: 3311.30 Line Course: S 81-33-17 E Length: 160.10 North: 5508.09 East: 3469.67 Line Course: N 52-50-39 E Length: 12.61 North: 5515.71 East: 3479.72 Line Course: S 18-24-02 E Length: 104.84 North: 5416.23 East: 3512.81 Line Course: S 26-38-58 E Length: 58.54 North: 5363.91 East: 3539.07 Line Course: S 60-36-20 E Length: 65.48 North: 5331.77 East: 3596.12 Line Course: N 73-16-42 E Length: 308.07 North: 5420.41 East: 3891.16 Line Course: S 52-43-36 E Length: 294.91 North: 5241.81 East: 4125.84 Line Course: S 78-40-16 E Length: 216.04 North: 5199.37 East: 4337.67 Line Course: N 44-34-21 E Length: 46.00 North: 5232.14 East: 4369.95 Line Course: N 76-14-43 E Length: 52.48 North: 5244.61 East: 4420.93 Line Course: S 58-22-45 E Length: 132.04 North: 5175.39 East: 4533.36 Line Course: S 21-12-08 E Length: 94.75 North: 5087.05 East: 4567.63 Line Course: S 76-41-54 W Length: 29.98 North: 5080.15 East: 4538.46 Curve Length: 24.88 Radius: 280.00 Delta: 5-05-29 Tangent: 12.45 Chord: 24.87 Course: S 79-14-38 W Course In: N 13-18-06 W Course Out: S 08-12-37 E RP North: 5352.64 East: 4474.03 End North: 5075.51 East: 4514.02 Line Course: S 81-47-23 W Length: 90.67 North: 5062.56 East: 4424.28 Curve Length: 116.42 Radius: 120.00 Delta: 55-35-07 Tangent: 63.25 Chord: 111.91 Course: S 53-59-50 W Course In: S 08-12-37 E Course Out: N 63-47-44 W RP North: 4943.79 East: 4441.42 End North: 4996.78 East: 4333.75 Curve Length: 29.95 Radius: 34.00 Delta: 50-28-43 Tangent: 16.03 Chord: 29.00 Course: S 51-26-38 W PRE-SUBMIITAL REC'D JUL 3 1 2009 . . Course In: N 63-47-44 W Course Out: S 13-19-01 E RP North: 5011.79 East: 4303.24 End North: 4978.71 East: 4311.08 Curve Length: 127.56 Radius: 41.00 Delta: 178-15-20 Tangent: 2693.39 Chord: 81.99 Course: S 12-26-41 E Course In: S 13-19-01 E Course Out: S 11-34-21 E RP North: 4938.81 East: 4320.52 End North: 4898.64 East: 4328.74 Line Course: S 30-29-14 E Length: 116.38 North: 4798.36 East: 4387.79 Perimeter: 4553.04 Area: 478,833 Sq Ft 10.99 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.01 Course: S 81-30-53 W Error North: -0.001 East: -0.007 Precision 1: 455,305.00 Parcel name: TRACT~ North: 5514.95 East: 4003.99 Curve Length: 48.32 Radius: 470.00 Delta: 5-53-25 Tangent: 24.18 Chord: 48.30 Course: S 38-39-42 E Course In: N 54-17-01 E Course Out: S 48-23-36 W RP North: 5789.32 East: 4385.59 End North: 5477.24 East: 4034.17 Line Course: S 85-25-27 W Length: 156.55 North: 5464.75 East: 3878.11 Line Course: N 16-24-01 W Length: 118.86 North: 5578.77 East: 3844.55 Line Course: S 26-52-29 E Length: 82.51 North: 5505.17 East: 3881.85 Line Course: N 85-25-27 E Length: 122.53 North: 5514.95 East: 4003.99 Perimeter: 528.76 Area: 6,453 Sq Ft 0.15 Ac. Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.00 Course: S 40-32-37 W Error North: -0.002 East: -0.001 Precision 1: 528,770,000.00 PRE-SUBMITTAL REC'D JUL 3 I 2009