Laserfiche WebLink
REC9RD OF SURVEY <br />LOCATED IN THE SOUTHEAST 1/4 OF SEC. 3, T, 9 S., R. 1 W., W.M., <br />CIN OF STAYTON, MARION COUNTY] OREGON <br />AUGUST 3, 2017 <br />NARRATIVE: <br />The purpose of this survey is to account for the placement of monuments in 2017 for a replat of Lots <br />4, 6, 7 and 8 of SANTIAM STATION that was never recorded. The replat was intended to satisfy the <br />requirements of the City of Stayton for the approved property line adjustment between the two tracts <br />described in Reel 3685, Page 411, Marion County Deed Records, per City of Stayton Land Use File <br />#7-03/16. The basis of bearings used was along the north right of way line of Fern Ridge Road (MR 82) <br />per MCSR 35898. <br />To determine the boundary of the subject property, monuments from MCSR 19600, MCSR 24977, the <br />plat of SANTIAM STATION, MCSR 35459 and MCSR 35898 were found and held. <br />FOUND MONUMENT LIST <br />Q 5/8" iron rod with yellow plastic cap stamped "DEA INC", <br />down 0.3', set in [4]. Found S89°1914"W 0.87' from calculated comer. <br />© 5/8" iron rod with yellow plastic cap stamped "DEA INC". Set in [4]. <br />Q 1-1/4" brass plug in concrete curb stamped "DEA INC" set in [4]. <br />Q 5/8" iron rod, no cap, set in [1]. <br />5/8" iron rod with yellow plastic cap, illegible, flush in asphalt. Set after construction in [3]. <br />Q 5/8" iron rod with yellow plastic cap stamped "E&C LS 2316". Set after construction in [3]. <br />© 5/8" iron rod , no cap, Set after construction in [3]. <br />5/8" iron rod with yellow plastic cap stamped "OR LS 2316 ID LS 6605". Set in [6]. <br />Curve Table <br />Curve # <br />Radius <br />Length <br />Delta <br />Chord Bearing & Distance <br />C1 <br />30.00' <br />29.20' <br />55046'11" <br />S27'53'47"W 28.06' <br />(C1)[4] <br />30.00' <br />29.55' <br />90'00'00" <br />----- <br />C2 <br />85.00' <br />133.52' <br />90'00'09" <br />N45'40'41 "W 120.21' <br />(C2)[4] <br />85.00' <br />133.52' <br />90000'00" <br />----- <br />C3 <br />230.00' <br />14.09' <br />03'30'39" <br />S01'46'01 "W 14.09' <br />C4 <br />230.00' <br />14.52' <br />03'36'58" <br />S05'19'50"W 14.51' <br />C5 <br />230.00' <br />59.15' <br />014'44'09" <br />S14'30'24"W 58.99' <br />C6 <br />230.00' <br />87.76' <br />21051'47" <br />S10'56'35"W 87.23' <br />(C6)[3] <br />230.00' <br />87.76' <br />21'51'47" <br />S11'37'13"W 87.23' <br />C7 <br />170.00' <br />66.91' <br />22'33'06" <br />S1 0035'56"W 66.48' <br />(C7) [3] <br />170.00' <br />66.91' <br />22'33'06" <br />N1101633"E 66.48' <br />C8 <br />200.00' <br />76.32' <br />21'51'47" <br />S1 0056'35"W 75.85' <br />(C8) [3] <br />200.00' <br />76.32' <br />21'51'47" <br />S11037'13"W 75.85' <br />C9 <br />200.00' <br />78.72' <br />22'33'06" <br />S1 0&35'56"W 78.21' <br />(C9) [3] <br />200.00' <br />78.72' <br />22'33'06" <br />N11'16'33"E 78.21' <br />C10 <br />30.00' <br />47.12' <br />90000'00" <br />N44*19'24"E 42.43' <br />(C10)[5] <br />30.00' <br />47.12' <br />90000'00" <br />S45000'00"W 42.43' <br />C11 <br />50.00' <br />78.54' <br />90000'00" <br />N44*19'24"E 70.71' <br />(Cl 1)[3] <br />1 50.00' <br />78.54' <br />1 90000'00" <br />N45000'00"E 70.71' <br />MCSR 39382 <br />SCALE: 1"=100' <br />MCSR 39382 <br />SHEET 1 OF 2 <br />LEGEND: <br />0 Set 5/8" x 30" iron rod with yellow plastic cap stamped <br />"WILSON PLS 2687" within 0.2' of ground surface <br />Set 5/8" x 30" iron rod with aluminum cap stamped <br />"WILSON PLS 2687" in asphalt <br />❑ Set 1" copper disk stamped "WILSON PLS 2687" in <br />concrete <br />• Found monument within 0.2' of ground surface unless <br />noted otherwise. (See monument list) <br />( ) <br />LINE TABLE <br />[#] <br />UNE <br />BEARING <br />DISTANCI <br />L1 <br />S46'53'41 "W <br />69.90' <br />L1 <br />S46*53'370W <br />69.91' <br />L2 <br />N4836'050W <br />56.70' <br />L2 <br />N48'36'36"W <br />56.71' <br />L3 <br />N46'53'41 "E <br />54.89' <br />0 <br />N46'53'37"E <br />54.91' <br />L4 <br />S48'36'05"E <br />71.35' <br />L4 <br />S48'36'36"E <br />71.36' <br />MCSR 39382 <br />SHEET 1 OF 2 <br />LEGEND: <br />0 Set 5/8" x 30" iron rod with yellow plastic cap stamped <br />"WILSON PLS 2687" within 0.2' of ground surface <br />Set 5/8" x 30" iron rod with aluminum cap stamped <br />"WILSON PLS 2687" in asphalt <br />❑ Set 1" copper disk stamped "WILSON PLS 2687" in <br />concrete <br />• Found monument within 0.2' of ground surface unless <br />noted otherwise. (See monument list) <br />( ) <br />= Data of record <br />[#] <br />= Survey reference number <br />V. <br />- VOLUME <br />R. <br />- REEL <br />kDf10WF-R P. <br />- PAGE <br />DR. B.O.T.P. - BOOK OF TOWN PLATS <br />M.C.S.R. - MARION COUNTY SURVEY RECORDS <br />R.B. <br />- RADIAL BEARING <br />C <br />- CALCULATED SURVEY VALUE <br />MEAS <br />- MEASURED SURVEY VALUE <br />SURVEY REFERENCES: <br />[1] <br />M.C.S.R.19600 <br />[2] <br />M.C.S.R.24977 <br />[3] <br />SANTIAM STATION (V. 43, P. 50, B.O.T.P.) <br />[4] <br />M.C.S.R.35898 <br />[5] <br />M.C.S.R.35459 <br />[6] <br />REPLAT OF LOT 5 OF SANTIAM STATION <br />(V. 44, P. 30, B.O.T.P.) <br />DEED REFERENCES: <br />R1 - R. 3685, P. 411, M.C.D.R. <br />R2 - R. 1704, P. 147, M.C.D.R. <br />R3 - R. 1704, P. 148, M.C.D.R. <br />R4 - R. 39071 P. 97, M.C.D.R. <br />REGISTERED <br />PROFESSIONAL <br />LANG S U RVEYO R <br />o If itG6 <br />JULY 19, 1994 <br />GREGORY L. WH SON <br />2687 <br />I <br />3657 KASHMIR WAY SE <br />SALEM, OR 97317 <br />Ph: 503-588-8800 <br />Email: InfoObarkerwilson.com <br />