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DETAIL "A" <br />SCALE V=20' <br />P.P. 98-144 <br />(2295') O INITIAL <br />22-96' POINT <br />30.00' <br />S00'00'58"E 1 <br />I <br />OCTOBER 28, 2008 <br />SCALE 1"=100' <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />JULY 14 1994 <br />CLARENCE E. BARKER <br />536 <br />RENEWAL DATE: 12-31-2009 <br />BARKER SURVEYING CO. <br />2035 25TH STREET S.E. <br />SALEM, OREGON 97302 <br />PHONE (503) 588-8800 <br />FAX (503) 588-8804 <br />EMAIL: SURVEYINGOWVI.COM <br />_ RAUSCHER ESTATES <br />54ANDERSON <br />GABRIEL BROWN RD. S.E. C-R. 864 IN THE NW 1/4 OF SECTION 33, T8S, R1 W, W.M. <br />_�LINE MARION COUNTY OREGON <br />D.L.C. NO. 63 <br />SEE <br />� r4KCE: 2 <br />P. 96- 744 <br />P_ <br />DETAIL INITIAL R. 964, P. 247, D.K. I it 7469. P.:iE3. D.R. <br />I -A- POINT <br />500700'58'E 990.43' (SOOT)0'00-E 987.50')1 <br />O 473.76' (473.85') MCSR 18558 500'00'58"E 960.43' (S00'O7'30'E 493.637 P.P. 98-144 26 5007 <br />196.83' 210.00' /\ 278.59' 275.00' 1 <br />LINE DATA TABLE <br />466'72 0.10' W. <br />S00'DO'23"E- <br />38.46' <br />SOO-00'58"E <br />RADIUS <br />(251M <br />30.00' <br />rn <br />A <br />30.00' <br />90'03'50" <br />N I <br />Cf <br />m <br />42.45' <br />O <br />W) 10ri( <br />N <br />N <br />° 3 � <br />n 4 <br />< 2.00 s <br />N Q <br />Li M w l <br />r N 2-05 At <br />N L1 <br />1 f L=! EMERGENCY <br />p w o <br />O to O N <br />e e 2 N H <br />w 7 w 2-08 At /' <br />VEHICLE <br />/�� TURNAROUND <br />Ln m Ln I� <br />g 2.07 At N ACCESS & UTILITY / <br />r ry Z EASEMENT <br />/l <br />SEE l< N89'4S15"W <br />N <br />"o. <br />w m <br />DETAILi�_-44.77' <br />w <br />- <br />31 <br />8 <br />NDD'00'5o"w 290.00' <br />(N00'00'08 -E 290.00')1 / <br />250.00' <br />6 9 / <br />104.50' <br />S11'59'17"E <br />/ <br />V) <br />tat" JSlSa <br />S89'43'15'E <br />In <br />SEE gni 1j RP tj24Sa <br />DETAIL <br />C" <br />18.00' <br />- (58 1 1 <br />n. m <br />F NZ X296 gp'li9 <br />SDO'00'50"E 194.84' <br />M1'42'17"E <br />rj 1. 78.00' J <br />p <br />ylU <br />n NOO-00'50"W �c�6� p N65 -01.22-E <br />194.88' 2^ <br />m o R. <br />Z <br />m <br />g0 10.00' ; <br />� �^\\ J �� 8 p <br />RAUSCHER LN. SUOE <br />A <br />3 3 <br />oN00'00'50'W <br />194.91' G \,, �O m O 2.06 At <br />65.11' <br />w <br />pl <br />�o N65V7'22-E� V t^ Z <br />orn <br />m <br />Lo <br />m .n 7 78.28' fv \ .•i <br />m <br />Z <br />z <br />J <br />7-11 At20,E \ <br />X721 ?. <br />3345'41" <br />00 <br />ugh % DRAINAGE <br />& ACCESS F <br />26.13' <br />30' <br />(25') <br />/ EASEMENT off, <br />O o <br />A - <br />454.98 / 225.00' o. 197.77' <br />i6 <br />_ <br />N00'00'50"W 712-78' (N00'00'08 -E 712.66')1 n -� <br />-C - <br />5 <br />o GOLF CLUB RD. S. E_ R. 871 o� <br />LINE DATA TABLE <br />L7 <br />CURVE DATA TABLE <br />38.46' <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />CHORD BEARING & DISTANCE <br />A <br />30.00' <br />90'03'50" <br />47.16' <br />N45'01'05"E <br />42.45' <br />B <br />220.00' <br />24'57'48" <br />95.85' <br />S1229'44"E <br />95.10' <br />C <br />30.00' <br />36'52'12" <br />19.31' <br />S4324'44"E <br />18.97' <br />D <br />190.00' <br />00'02'54" <br />0.16' <br />N00702'17"W <br />0.16' <br />E <br />250.00' <br />23'56'55" <br />104.50' <br />S11'59'17"E <br />103.74' <br />F <br />190.00' <br />24'54'54" <br />82.62' <br />S123111"E <br />81.97' <br />G <br />250.00' <br />017)0'53 <br />4.43 <br />524'28'11-E <br />4.43' <br />H <br />45.00' <br />92'40'13 <br />7278' <br />575'30'42"E <br />65.11' <br />I <br />45.00' <br />25'41'40" <br />20.18' <br />S43 -40'14"W <br />20.01' <br />J <br />45.00' <br />3345'41" <br />26.52' <br />1 S73 -23.55-W <br />26.13' <br />LINE DATA TABLE <br />L7 <br />S4422'27"E <br />38.46' <br />L2 <br />S45'3i33"W <br />20.00' <br />L3 <br />N44 -22-27 -W <br />37.77' <br />L4 <br />N65 -01'22-E <br />84.19' <br />L5 <br />N24'58'38'W <br />25.57 <br />L6 <br />N2458 38 W 1 <br />30.00' <br />DETAIL "C" <br />NO SCALE <br />1 2 <br />0 <br />F <br />SDo'0o'50-E <br />w <br />in <br />RAUSCHER LN. S.E. a <br />m <br />N <br />u <br />DETAIL "B" <br />NO SCALE <br />4 <br />.. 'iS:, 754..-R <br />'00'35"W 337.13')1 <br />10'23"E 337.13' 27 <br />322.13' <br />500'00'23"E <br />60.00' <br />N <br />� <br />TO <br />nM <br />30 <br />5 28 <br />c <br />2-36 At 33 <br />pp <br />o a <br />ALO <br />n C <br />�Z <br />LJ <br />e' Uj <br />r <br />w <br />Z <br />Q <br />21 J <br />'00'50"W 322.30' <br />)O-OD'06"E 322.30)1 <br />NN <br />06 <br />0 <br />W <br />3 3 <br />N <br />00 <br />N00'00'50"W 290.00' <br />}{ L1 7 - b <br />NARRATIVE: <br />Basis of bearing is on the North line of the Gabriel Brown D.L.C. as show in <br />MCSR 34330. The purpose of this survey was to subdivide a 15.2 acre parcel of <br />land into 7 lots as approved by the Marion County Planning Division in Case No. <br />07-16. Boundary resolution for this subdivision is shown in MCSR 37124. The <br />centerline of Steinkamp Road is also the north line of the Gabriel Brown D.L.C. <br />No. 63. <br />SURVEYS USED AS REFERENCE: <br />MCSR 37124; MCSR 34330; MCSR 18442; MCSR 18558; <br />MCSR 22764; MCSR 23651: MCSR 29152; MCSR 33850; <br />Partition Plat 98-144 <br />Equipment used: Topcon Electronic Total Station. <br />LEGEND: <br />• Monuments found as described in monument list are in good condition <br />within 0.2' of ground surface unless otherwise noted. <br />O Set 5/8 inch by 30 inch iron rod with yellow plastic cap stamped "Barker <br />PLS 636." <br />Set 518 inch by 30 inch iron rod with a 2 inch aluminum Cap stamped <br />"Barker PLS 636" flush with pavement. <br />( ) = Date of Record <br />( )1 = Data of Record from MCSR 37124 <br />( )2 = Data of Record from MCSR 34330 <br />D.L.C. = Donation Land Claim P.P. = Partition Plat <br />D.R. = Deed Records R. = Reel <br />MCSR = Marion County Survey Record RAD. = Radius <br />P. = Page <br />SHEET 1 OF 2 <br />MAT 08066 <br />