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<30.76,30. <br />S7 ° <br />3 1 Q, S89054'20"E 149.50' <br />�6.OQ <br />N13049'03"E 1.05' v rn <br />N <br />CIV <br />V � <br />� 40 O <br />!v ty) <br />DETAIL "A" <br />SCALE: 1" = 5' <br />40 a <br />C <br />3 i S76.1 Q,S�„ ° <br />0 0.6� 36 E <br />7 ] 3Q 8g 00 <br />(3Q <br />FOR: ANDERSON PROPERTY SOLUTIONS <br />LOCATED IN THE S.W. 1 /4 OF SECTION 11, T. 7 S., R. 3 W., W.M. <br />CITY OF KEIZER, MARION COUNTY, OREGON <br />AUGUST 29, 2022 <br />PROPERTY LINE ADJUSTMENT CASE NO.: 2022-06 <br />L 0 T 18, 8L OCK 1, TOWN & COUNTR Y SU,6DI VISION, <br />VOLUME 19, PAGE 21, 800K OF TOWN PLA TS <br />REEL 3779, PA GE 92, <br />MCDR <br />190.79' (S89°43'08"W 190.75')[3] <br />133.44' - <br />8g ) 0 N 13'49' 03"E 1.05' <br />(N13°50'20"E 1.09)[2] <br />{36�-,J SEE DETAIL "A" <br />ABOVE LEFT <br />l�J <br />1 <br />O <br />o <br />149.50' <br />EPTY �pR <br />PPS GE 3, ET <br />RIGINA55, PAARE 'E <br />D 44 QU <br />PEEL�,221 S <br />3 <br />�� COI ADJUSTED PROPERTY "A" <br />a EXHIBIT "C" <br />/ REEL 4635, PAGE 301, MCDR <br />30,168 SQUARE FEET <br />ADJUSTED LINE <br />d- <br />a') <br />co <br />w <br />0 <br />0 <br />0 <br />z <br />N73034'51 "W 2.45' 20' PIPELINE & UTILITY <br />(S73°32'49"E 2.45')R4 <br />vq,QjEs, EASEMENT TO CITY OF - <br />N16'25'08"E 7.00' KEIZER PER R. 4682, <br />/ (S16°27'10"W 7.00')R4 P. JO1, MCDR <br />/ <br />42 r� T/ON <br />© 3S 04, �`3 89 <br />RIC <br />(36� <br />h� <br />/-,."-CALCULATED POSITION <br />(STATION 36+65.83 P.C.)[1] <br />N89043'22"W 212.97' (S89°41'20"E 212.87')R4 <br />REEL 126, PA GE 758, <br />MCDR <br />SURVEY REFERENCES <br />[1 ] MCSR 1914 <br />[2] MCSR 29683 <br />[3] MCSR 29964 <br />[4] MCSR 30649 <br />[5] MCSR 38945 <br />[6] TOWN & COUNTRY SUBDIVISION, <br />VOLUME 19, PAGE 21, BOOK OF <br />TOWN PLATS <br />[7] MCSR 8454 <br />[8] MCSR 36967 <br />[9] MCSR 26359 <br />I <br />LOT 18, BLOCK 1, I j <br />TOWN & COUNTRY I <br />SUSDI VISION <br />I I <br />S89°54'20"E 528.78' (N89°52'19"W)[2] (528.65' C)[2]+[5] I I <br />202.95' ©TO OH (S89-43'08"W 202.92)[3] <br />57.35' \_ <br />�. 41.28' <br />��� U <br />94.17' (N89°52'19"W 94')[2] <br />J� <br />I <br />I <br />135.45' , <br />J4.00 �R2 <br />I <br />I <br />� <br />I <br />I <br />1-0 <br />I <br />I <br />00 <br />I <br />I <br />�a <br />v <br />�� <br />EPTY GOP <br />I <br />I <br />I N <br />PRO 165, ET <br />PA FE <br />I <br />I ^�i <br />RIGINA?, APE <br />45 82 SQU <br />E16,5 <br />� <br />RE ►- <br />I <br />I <br />I <br />TRANSFERREDI <br />N - <br />PROPERTY <br />"E" <br />ConI <br />EXHIBIT <br />REEL 4635, <br />PAGE 301, <br />I <br />I � <br />ADJUSTED PROPERTY _B» <br />I <br />EXHIBIT D <br />7,061D SF <br />I <br />I <br />REEL 4635, PAGE 301, MCDR <br />I <br />Ld <br />23,643 SQUARE FEET <br />I <br />I <br />� <br />� <br />I <br />I <br />►� <br />I <br />I <br />I <br />to <br />o <br />I <br />z <br />I <br />I <br />I 1----ORIGINAL LINE <br />I <br />IT <br />5' SLOPE, UTILITIES, <br />N89043'22"W 9.94' <br />STD. STREET SIGNS AND <br />MAINTENANCE EASEMENT <br />I N 00°27'41 "E 5.84' PER R. 1633, P. 101 <br />J. <br />_. 29.98'-I------------------ <br />N89'01'40" <br />r <br />n <br />w <br />0 <br />0 <br />0 <br />w <br />c6 <br />0 <br />0 <br />120.00' (N89°35'E 120')[7] 1�E <br />0 � I I�O <br />_ 51.44' <br />112.23' (N89°43'49"E 112.20')[5] -' <br />DID NOT MONUMENT THIS <br />CORNER DUE TO AREA <br />UNDER CONSTRUCTION <br />PACE 7, <br />4610,pR <br />REEL M <br />Ir! <br />co <br />w <br />U) rn <br />m w <br />0 <br />r7 <br />0 <br />z <br />SHEET 1 OF 2 <br />DEED REFERENCES: <br />1.1 REEL 4455, PAGE 3, <br />MCDR <br />4507, PAGE 165, MCDR <br />,, <br />REEL 1655, PAGE 79, MCDR <br />PAGE 263, MCDR <br />M <br />' 131.60' (N89°43'49"E 131.70')[5] <br />3.77' (3.80' C)[5] <br />I <br />I <br />I <br />I. <br />00 <br />4516, <br />PEE �E 141' <br />PA MQpR <br />I- <br />LU <br />to <br />to <br />(o <br />0 <br />I-0-) <br />I0i <br />0) <br />I� <br />to <br />Ico <br />INo SCALE: <br />io <br />to <br />W 94.02 ( N88'37'19"W 112.24' <br />(S88°59'41 "E 93.93)R3 (N88°59'41 "W 112.21' 5 © - €20.09'I[8] <br />I )[ ] h- <br />PL YMOUTH DR/VE R/W VAR/ES S89°5759"W 116.10' (S90°00'00"W 116.00')R5 ! <br />...... ...... ---.-....... ..-....... ---.-.-.-.-.-.-.-.-.-.-.-.-�---.-.-.-.-....... ...... _.�....... <br />...... <br />SEE DETAIL "B" FORMER NORTH RIGHT OF WAY PER MCSR 8454 <br />SHEET 2 <br />CURVE TABLE <br />CURVE # <br />RADIUS <br />DELTA <br />LENGTH <br />CHORD BEARING & DISTANCE <br />C1 <br />17.00' <br />106°08'30" <br />31.49' <br />N36°39'07"W 27.18' <br />(C1)R3 <br />17.00' <br />- <br />31.49' <br />S36°37'05"E 27.18' <br />C2 <br />2640.35' <br />03*1518" <br />149.99' <br />N15°26'41 "E 149.97' <br />C3 <br />2604.35' <br />18°47'00" <br />853.79' <br />N23°12'33"E 849.97' <br />C4 <br />2604.35' <br />05°24'21" <br />245.73' <br />N16°31'13"E 245.63' <br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise. <br />0 <br />= Set 5/8" x 30" iron rod with yellow plastic cap stamped "WILSON PLS 2687" <br />= Found monument (see found monument list Sheet 2) <br />( ) <br />= Data of record <br />= Record equals measured data per survey or deed noted <br />[#] <br />=Survey Reference Number <br />REGISTERED <br />MCSR <br />=Marion County Survey Records <br />PROFESSIONAL <br />MCDR <br />= Marion County Deed Records <br />LAND SURVEYOR <br />C <br />= Calculated Survey Value <br />= Centerline <br />R/W <br />= Right of Way <br />0 WE <br />P.C. <br />= Point of Curvature <br />DULY 19, 1994 <br />GREGORY L. WILSON <br />P.T. <br />= Point of Tangency <br />2687 <br />EXPIRES: 6/30/2024 <br />1 " = 30, <br />BARKER <br />SURVEYING <br />3657 KASHMIR WAY SE <br />SALEM, OREGON 97317 <br />PHONE �503� 588-8800 <br />FAX 503363-2469 <br />EMAIL: GREG@BARKERWILSON.COM <br />