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MCSR 38902
<br /> / I a)SEE DETAIL A _ ---- Property Line Adjustment Survey for
<br /> / ..gS.sie , _ _—"�"�-�--- Ig00 SPIRi----1.0':86.15-'13.011-85--
<br /> :
<br /> 54° a o5"" David and Heather Hillesland
<br /> n; a In the NW 1/4 of Section 18, T 9 S. R 2 E, W.M.
<br /> ce 1z 7 °, _ i{IGHWAY
<br /> 13 IB ti -__—NORTH SANTIAH _ Marion County Oregon
<br /> C.R. Pi — NBS°35'31"E 3 ' NB '46'E 166.76' June 13, 2018
<br /> (bUNi'( 110 - _-.1110,0-1
<br /> 69.921169.92'
<br /> I (4)DOWN 0.7'
<br /> 'i 1 69.971 141 NARRATIVE
<br /> o NB2°56'32'E 148.37 41
<br /> A one �_ - ^QI „� §E.-
<br /> Detail The purpose of this survey is to adjust the boundary common to Parcel
<br /> 1 u, NB2°4527"E 263.9(1' _ 83.53' a: Qn
<br /> -�,° (3)DOWN 0.7' eo1 EEL PG.411,MCDR °° no 2,as described in Reel 3527,Pg.425,MCDR and property described m
<br /> I. _ 86.55' 1 Qsi ACRES 3;' Reel 3690.Pg.112,MCDR.This property line adjustment was approved by
<br /> - 63.82' "�1 I !,^,11 _ Q,! the Marion County Planning Director on June 1,2018(Case No.18-014).
<br /> (2)DOWN 0.5•' ' '(63.89'1151 '''"h'"--ORIGINAL PRTY LINE - Measured bearings and distances are grid values based on the Oregon
<br /> Q Q10 o Coordinate Reference System,Salem Zone(NAD83(CORS96I Epoch 20107.
<br /> tNB6°I5•W36.13'1(9112 Hi <At v,v,y The rest line of Parcel 2,Reel 3527,P 425,MCDR,is coincident with
<br /> N85°43'32"W36.21' I - in •
<br /> �I 1 _ INBSW 167,15y f4) the line defined by<I>and(13>.The S'ly line of the North Santiam
<br /> ACCESS EASEMENT ADJUSTMENT AREA 2852'W 16>'.D7' ;1 ) Highray is based on the positions of<2)and C3).The spiral curve easterly
<br /> I°IN85.43'32"W 203.28' 6W5'W 3. of(3)was projected on the basis o{the tangent defined by f2)and C3).
<br /> (.00 ACRE 08 CH)(81 The Wily line of Grove Street is perpendicular to the line defined by(10)
<br /> (5)UP 0.4 f ' and(ID.This is in good agreement with the monument found at the NW
<br /> corner of Block 3,MILL ADDITION(Vol.I,Pg.72.BOTP).The record
<br /> distances from MCSR 15845 were projected from<4>to intersect the W'ly
<br /> e--, REEL 894,PG.334,(ICOR line of Grove St and the said Sly Highway line to locate the SE and NW
<br /> H `:o corners of said Reel 3690,Pg.112.The record distance from Reel
<br /> u n
<br /> 894.Pg.334,MCDR,was projected from the said SE corner through<6)
<br /> - n s to locate the NW corner or said Reel 894,Pg.334.The record distance
<br /> m from Reel 894.Pg.334,MCDR and Reel 2206.Pg.184,MCDR,was
<br /> _ADJUSTED PROPERTY LWES 1, i}n m projected Sly from the said NW corner parallel with the W'ly line of Grove
<br /> 3 Street to obtain the SW corner of said Reel 2206,Pg.184.The Sly line
<br /> 1- Sag°3o'3rW 115.75' 1 N89°30'JI'E 173.98' - of said Parcel 2 and the W1y line Morris St.are defined byfound monuments
<br /> I°,--� o of record.The noninol width of Morris St.was projected fom<9>
<br /> o NBS°48'41'W perpendicular to the said Wily street line to locate the SW corner of Lot
<br /> 49.93'607 is) 4.Block 4,MEHAMA(Vol.2.Pg.77,BOTP).The NW corner of Reel 1653,
<br /> w 1 1 Pg.108,MCDR was located at the record distance,from the description of
<br /> k a REEL 2205,PG.184,MCDR _ ------ said Parcel 2.on the south line of said Reel 2205.Pg.184.The WI),line
<br /> n .- 1 of said Reel 1653,Pg.108 is defined by the NW corner of said Reel 1653,
<br /> i Pg.108 and the said SW corner of said Lot 4,Block 4.MEHAMA.
<br /> MAP RECORD REFERENCES a REEL 4115.PG.411,MCDR (7>DOWN 0.4'
<br /> III: MCSR 1713, OSHD Map 6F 3-12 `F 2.86 ACRES ' 1- 585"43'32"E 203.28' 158695'E 3.08 CHI f8)
<br /> 1886°IS'E 3.281 l91 z..
<br /> 12}: MCSR 10613, for Berry&Golliet N S85°43'32"E 3.28' , _1 $o MONUMENT TABLE
<br /> / m
<br /> 131: MCSR 14803, for H. V. Ross I - ...“‘Tn. <I):3.25 dia.bronze cap 0.6'down in monument box.see Detail A.
<br /> i
<br /> . section corner,MCSR 2471
<br /> 141:MCSR 15845. for Ray Branch& ' ria <2):3/4"rebor,down 0.5',found in MCSR 30864
<br /> John M. Teeters _ 1---;
<br /> found in MCSR 27479
<br /> C3)3/4"rebor,down 0.7',
<br /> (51:MCSR 28853,for Herbert Moore REEL.1653,PG.108,MCDR - m in> (4)(6):3/4"pipe[41
<br /> 161:MCSR 32403, for Jim Prine wwo .. o'
<br /> °' <5>:3/4"pipe,no record,N76°46'25"W 4.11'from calculated
<br /> [73:MCSR 33755,for Dave Kelly « c corner position
<br /> • 181:Reel 894.Pg. 334,MCDR . oi•r°i I (B)DOWN 0.6' <7>:3/4"pipe found in 13)
<br /> i o r CHAIN LINK FENCE <8>:5/8"rebor&YPC stomped"LS 1831"at fence corner,
<br /> (9):Reel 3547,Pg. 425, MCDR _ Pe
<br /> N13°00'22"W 8.00'from NW corner,Block 4,MEHAMA
<br /> y I 1 NW CORNER < <9)<10>:5/8"rebor 4 YPC stooped"ANDREWS RLS 1626",MCSR 38219
<br /> 1 m BLOCK 4,t£HAttA z
<br /> I•- CALCULATED POSITION CID:3/4"pipe under walk,found in(21
<br /> IN85°77•W 50')161 ,'
<br /> N85°3719"W 50.0r-\ ^ (12):5/8"rebor&YPC stamped"LS 1831"(61
<br /> (v ; <13):I"bolt in pavement.found in MCSR 15000 !
<br /> _s 1 [:?:.
<br /> REGISTERED
<br /> •
<br /> PROFESSIONAL
<br /> ;o f SW CORNER,LOT 4. LEGEND LAND SURVEYOR
<br /> oBLOCK A MEHAMA nr100oCALCULATED POSITION • : Monument found in good condition at {/r//()Cy.•DL''+w„^_•Q�-v
<br /> ao,'s surface, unless otherrise noted OREGON
<br /> 3? Block 4.MEHAMA 0 . 5/8"x30"rebor with YPC stomped JULY 16.1987
<br /> 14 El �n 1'0l.2,-P 77,BOW "GORMAN RPLS 2281”set at surface JOHN P. GORMAN
<br /> 1 (12)DOWN OJ' g' 2281
<br /> - N85.52.49••W ` ( I: Dimension of record
<br /> 211.75' (N85°27'W 211.68.1 161 m 1 0 5o• RENEWAL DATE:7/01/2019
<br /> 1 F. i] :Dimension calculated from record
<br /> F.F.
<br /> II
<br /> (I:Map record reference GORMAN LAND SURVEYING
<br /> ul w v no)DOWN 0.4' 885°49'14'E 249.96' t587.24'S7'E 249.98'7 171
<br /> RECEIVED 06/22/2018 BY aN^�1�
<br /> ..-
<br /> 4.6.2`.k
<br /> lack 3, - <) :Monument Table reference
<br /> MEHAMA 0D DOWN 0.6' • 353 SW Division Street
<br /> MARION COUNTY SURVEYOR. 88 Vol.2,Pg.77,BOTP Blair St. Li R/W:Right of Way Sublimity, Oregon 97385
<br /> APPROVED FOR FILING ON Q
<br /> 09/26/2018 1` YPC: Yellow Plastic Cap
<br /> 503-769-2567
<br /> (13)
<br /> MCSR 38902
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