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MONUMENT LIST : monument set, INITIAL POINT N25039'10"E 48.73' DETAIL H <2>: 3" dia. brass cap €10} 0.2' down, see Detail A Detail C <3>: 1.25" rod, set in MCSR 5116 45' <4>: 5/8" rebar & YPC stamped PETERSON PLS 61408" €7} _ _ <5>: 5/8" rebar & YPC stamped PETERSON PLS 61408" €7} MARION \�1�1 C00 S00055138"W 10.00' (S01000'00"W 10.00') from property corner <6>: 3.25" dia. aluminum cap 0.3' down S00039'07"W 9.00' QT9S R2W. �J A4 (SO0047'11"W 9.00') €5} from D.L.C. corner, see Detail B T.9S. R.2W. <7>: 3" dia. brass cap 0.5' down in monument enclosure €I}, see Detail C \D\ (Co. Mon. P.T. Arc No. 13, MCSR 1821) P. C. <8>: 3" dia. brass cap 0.5' down in monument enclosure €I}„ see Detail D 52.2124" (Co. Mon. P.I. Arc No. 14, MCSR 1821) 44° <9>: 3" dia. brass cap 0.5' down in monument enclosure €I}„ see Detail E 55' (Co. Mon. P.C. Arc No. 15, MCSR 1821) \F\ <10>: 3.25" dia. aluminum cap {111 0.6' down, see Detail F 1220 <11>: 1/2" pipe {3} \G\ <12>: 5/8" rebar {4} 05.1066" : <13>: set reference monument, corner & PT occupied by maple clump PARTITION PLAT N0. 3� b?.A - 12) �_ for the Bridges Foundation Replat of Parcel I, Partition Plat No. 2019-041 In the R. Davis D.L.C. No. 51 & the SE 1/4 of Section 21, the SE & SW 1/4s of Section 22, the NW 1/4 of Section 27 & the NE 1/4 of Section 28, T. 9 S., R. 2 W., W. M. Marion County, Oregon February 10, 2021 Sheet 2 of 3 M A R I ON \ON C 0�� C274+95.4 T.9S. R.2W. �� T9S R2W. �� RE -ENT. COR. C 52 I C 43 ° -° S. LINE D.L.C. C 51 51 2003 �UN�� SUR VE�� --------------------------------------------------------------------------------• N25039'10"E 48.73' DETAIL H Detail A Detail B Detail C <13) �N89051'50"E 5.00' 440 45' 53.3484" : 1220 _ _ 24.4960" MARION MARION \�1�1 C00 S83°07'02"E NE CORNER, PARCEL 2 1220 55' "�gS. R2<L QT9S R2W. �J A4 45' T.9S. R.2W. 1220 �- 4.49 ,ril (274+95.4 PT) 40' RT \D\ P. P. C. C 43 C 44 55' 52.2124" \E\ 44° 46' 08.1282" : 122° 55' 46.1033" \F\ 44° 46' ----------------------------------------------------------------- 08.1411" : 1220 55' 279+59.7 \G\ 292+89.0 C 51 05.1066" : 1220 55' M. R. 3 M. R. 3 2001 DETAIL L 03.9752" : COUN' COUNI' S OR VE�3 I"-10' 44° ----------------------------------------------------------------- Detail D Detail E Detail F --------------------------------------------------------------------------•------------ DETAIL G (S89058'E 33.6') {4} 25' 1 25' 14.8405" \J\ : 440 45' I" = 50' N89047'55"E 33.58' 1220 55' 24.4960" ------------------------------------------------------------------------------------------------- <12> DOWN 0.2' -1 M � N34042'48"E 3.98' � Reel 3350, N ' 563 ,� Pae 225, N 3 / Page N16001'23"E 41.07' 4 328�F (0/ i MCDR 3 , ; �9) 983. 0 ry `�� (N89056'W 33.6') {4} N24007'07"E 35.96' S89049'56"W 33.58' i Parcel 2 170, THREAD OF MARION CREEK • <II) 0.3' DOWN i N26°07'22"E 54.04' PRECISE LOCATION \G\ (278+87.9 PC) {I} (N32020'E 88.70') {4} N32005'56"E 88.70' Parcel NE CORNER, / PARCEL 2 N40004'47"E 26.27' A3 O� - 50.86 - 15.07 S 1 INF OF anal-/ � NARRATIVE The purpose of this survey is to partition the land described in the Surveyor's Certificate as approved by the Marion County Planning Director (File No. PAR 19-003) Measured bearings and distances are based on the Oregon Coordinate Reference System, Salem Zone (NAD83(2011) Epoch 2010). The basis line is the center line of MR 3 as defined by monuments <8> and <9>. The record distance from MCSR 38401 was projected from <4> on the bearing defined by <3> and <4> to calculate the position of the westerly southwest corner of Claim No. 51. The south line of the said claim is defined by <2> and the said calculated position. The initial point of this partition was set on the said southerly claim line at the record distance from <2>, per Reel 2443, Page 186, MCDR. The record angle, calculated from the said deed, was held at the said initial point to obtain the bearing of the west line of the property described therein. The south line of Parcel I of this partition is parallel with the said south claim line. Monument <3> was accepted as the NW corner of property described in Reel 3883, Pg. 208, MCDR and thus definitive of the most southerly line of the subject property. Monument <4> was accepted as the SW corner of the subject property. The east line of Reel 2395, Page 475, MCDR is defined by <4> and <5>. The line common to Claim No. 52 and the subject property is defined by <5> and <6>. The north line of the subject property was surveyed in MCSR 19574 and apparently occupied since then. The intersection of the north line of the sub,ject property with Marion Road was pro,jected from the relative locations of <12> and <11>, as shown on MCSR 22902. The north line of the subject property is defined by <6> and the said intersection point. The arc data from MCSR 1821 was projected tangent to the line defined by <8> and <7> to calculate the intersection of the north line of the subject property with the engineered center line of Marion Road. Monuments <7>, <8> and <9> define the said engineered line which is the easterly boundary of the subject property. COORDINATE TABLE CORNERI N25039'10"E 48.73' DETAIL H NORTH I WEST \A\ 440 45' 53.3484" : 1220 55' 24.4960" \B\ : 44° 45' 52.3865" : 1220 55' 40.5853" \C\ : 44° 45' 52.4285" : 1220 55' 52.6102" \D\ : 44° 46' 08.1252" . 1220 55' 52.2124" \E\ 44° 46' 08.1282" : 122° 55' 46.1033" \F\ 44° 46' ----------------------------------------------------------------- 08.1411" : 1220 55' 01.6512" \G\ : 440 46' 05.1066" : 1220 55' 05.8394" \H\ ------------------------------------------------------------------ : 440 46' 03.9752" : 1220 55' 07.0020" \1\ 44° ----------------------------------------------------------------- 45' 53.3175" : 1220 55' 14.8405" \J\ : 440 45' 53.3484" : 1220 55' 24.4960" s - » - D.L.C. N0. 43 N25039'10"E 48.73' DETAIL H Ow HA2 \I\ \F\ y> 16.89', c, ,`�4°S 99.84. �- s- G� <7> (274+95.4 PT) {1} �� Q� 24"W X8.48. ��DETAIL I ` n0 <6) (292+89.0 PC) {I} �a� _ I" - 50' Vq DETAIL J \H\ (280+30.4 PT) {I} / I" - 50' VN REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 16, 1987 JOHN P. GORMAN 2281 RENEWAL DATE: JULY I, 2021 GORMAN LAND SURVEYING 353 SW Division Street Sublimity, OR 97385 503-769-2567 (W) 503-409-8545 (M)