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Permit - 1268712
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Permit - 1268712
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Last modified
1/27/2011 11:27:54 AM
Creation date
9/2/2003 3:47:09 PM
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Permits
Permit Address
11862 STEINKAMP RD SE
Permit City
Aumsville
Parcel Number
081W33B 01200
Permit Type
Permit
Permit Site Number
6690
Permit Doc Type
Permit Document
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IRVEY FOR J. W. WOLTER //," <br /> M,4RION COUNTY. OREGON / <br /> JANUARY.~7, (989 <br /> <br />PA R Ti TIONING <br /> <br />NO. 88-54 <br /> <br /> ATApPPLICANT'S SIGNATUR£.. <br /> <br /> X ACCOUNT NO. 56505-000 <br /> PRO VE~; <br /> A NN(NG DIR~C TOR <br /> <br /> DA TE <br />D~SCRIPTIONS; <br /> <br />ZONE.. <br /> <br />_:-'="~---- 5TEiNKAMP RD, <br /> <br /> ¥ <br /> <br />/ <br /> <br /> .~ 05' <br /> <br />PARCEL 1 <br /> BeginninO at a point 1406.45 feet South 89o bB' b4" East and <br />30.00 feet South from the Northwest corner of tho Gabriel Brown <br />Donation Land Claim in Section 33, Township 8 South, Range I West <br />of the Hillamette Meridian, MariOn COunty, Oregon; thence South <br />~9o 55' Be" East ~44.0) feet; thence South 0° 00' ~1" West 481.S4 <br />feet; thence North 89° 55' 54" West 243.91 feet; thence North <br />481.54 feet to the place of beginning, <br /> Sublect to an easement for ingress and egress 20 feet in <br />width, the center line of which JS describe~ as f~ll~s; Beginning <br />at a point which is 10.00 feet North 800 55' 54" West from the <br />Northeast corner of the above described tract; thenoe South O° <br />00" 41" West 111,74 feet; thence following along the arc nfa 75.00 <br />foot radius curve to the right 124.78 feet, the long Chord of which <br />bears South 470 26' 14" West i~0.4@ feet; thence North 85o OD' West <br />66.71 Eeoc; LnV~,CO following along the arc of a 55.00 fuo~ radius <br />curve to the left 92.66 feet, the long chord of which bears South <br />470 26' West 85.09 feet; thence South 24B,76 feet on a line parallel <br />~ith and 26.5 feet East, measured at right angles, from 6he Westerly <br />line of the above described tract, and there terminating. <br /> <br />PARCEL 2: <br /> Beginning at a point 1406.45 feet South 890 55' 54" Ease and <br />511.54 feet South from the Northwest corner of the Gabriel Brown <br />Donation Land Claim in Section 32, Township 8 South, Range 1 West <br />of the ~illamette Meridian, Marion County, Oregon; thence South <br />89o 5S' 54" East 243,91 feet; thence South OD 00' 41" West 482.26 <br />feet to an iron rod; thence North 89° 40~ 54" West 243.$2 feet to <br />an iren rod; thence North 481,20 feet to the place of beginning. <br /> Also an easement for ing~ss mid egress 20 feet in .~idth. the <br />center tine of which is described as follows: Beginning at a ooint <br />1640.46 feet South 09o 55' 54" East and 30.00 feet South 0 <br />'test from the Northwest corner of said Bro~,,n Claim; thence South <br />Oo 00' 41" West 111.74 f~et; thence following :,l~ng the arc of a <br />7§.00 fOOt radius curvo to the riqht 124.78 feet, the long chord <br />of which bears South 47u 26' 14" West 110.~8 feet; thence North <br />350 00' West 66.71 feet; thence following Mono the arc of a 55.00 <br />foot radius curve to the left 92.66 feet, the lon~ chord of which <br />Dears South 47° 26' ~est 8B.09 feet; thence South 245.76 feet on <br />a line ,)arallel ~tth the ~est )ine of the above described tract, <br />and there terminating. <br /> <br />COONTY ROAD RIGHT n~ HAy: <br /> A tract of land 5.00 feet in width in Section 33, Townshio <br />8 South, Pengo 1 West ~f the WillameLte ~leridian, Marion County, <br />O~egon, the Northerly right of way llne of which is ¢~escribed as <br />follows: Beginning at an iron rod 1406.45 feet South 80o 55' 54" <br />East and 25.00 feet South from the Northwest corner of the Gabriel <br />Brown Donation hand Claim in said Township and Ilenge; £hence South <br />890 55' 54:: East 244.01 feet to an iron rod, and rhone termlnaCing. <br /> <br />NAgRATIVE~ <br /> The purpuse of this survey is to monu- <br />inent the c~rners of Partitioning NU. 08-54. <br /> A closed traverse of 1311 feet perim- <br />eter w~s run in the vic)niCy~ Total <br />mqular clhsu~e error ~,aq six seconds in <br />~h)ee anqles and total linear error of <br />closure was 0~046 fee£~ <br /> Bearing are based on Survey for Oregon <br />Bank dated May 24, 1986. <br /> <br />ROBERT P, GORMAN, ENGINEER <br /> ~4~ 5. W, DIVISION STREET <br /> SUBLIMITY, ORE~ON 9;~385 <br /> <br /> <br />
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