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0- <br />, <br />o cn <br />Sri �n <br />o� 0� <br />Mcn <br />ww <br />M <br />Ln cy) <br />10Z* <br />CV CV <br />0 0 <br />�� <br />LEGEND: <br />MCSR = MARION COUNTY SURVEY RECORD <br />MCDR = MARION COUNTY DEED RECORD <br />ROW = RIGHT OF WAY <br />AC =ACRES <br />R. = REEL <br />B. = BOOK <br />P. = PAGE <br />[ ] = RECORD AND MEASURED DATA PER MCSR 37906, UNLESS OTHERWISE NOTED <br />( ) = RECORD DATA PER MCSR 37906, UNLESS OTHERWISE NOTED <br />{ } = CALCULATED RECORD DATA MCSR 37906, UNLESS OTHERWISE NOTED <br />= FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP <br />SCRIBED "MULTI/TECH ENG." PER MCSR 37906, <br />UNLESS OTHERWISE NOTED <br />• = FOUND MONUMENT FLUSH WITH GROUND UNLESS <br />OTHERWISE NOTED <br />O = SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP <br />SCRIBED "MULTI/TECH ENG." FLUSH WITH GROUND <br />X = CALCULATED POINT <br />PARTITION PLAT NO. 2022 - 2� <br />IN THE NE 1/4 SEC. 11, & THE NW 1/4 SEC 12, T. 8 S., R. 3 W., W.M. <br />CITY OF SALEM, MARION COUNTY, OREGON <br />DATE OF MAP: 05/19/2022 <br />BY: <br />MULTI/TECH ENGINEERING SERVICES, INC. <br />1155 13TH ST. S.E. SALEM, OREGON 97302 <br />503-363-9227 <br />R. 4191, P. 370 <br />0 <br />0 <br />0 <br />co <br />,. <br />30' 130.02' <br />520.01' <br />C)C4 <br />- <br />- <br />- - <br />30' <br />r <br />60' REVOCABLE ACCESS AND UTILITY <br />EASEMENT THE CITY OF SALEM <br />w w <br />30' <br />30' <br />TO <br />cy) N <br />1 <br />( - TYPICAL - <br />N <br />CV <br />° ° <br />CD CD <br />CM <br />N <br />I <br />I <br />Lnn <br />U-) <br />I <br />I <br />N <br />N <br />I <br />m <br />co <br />� <br />3 <br />w I <br />� <br />011 <br />-z:t o <br />N <br />(S89035'40"W 299.22') <br />o I <br />I o <br />S89038'19"W 299.17' F <br />m I <br />z <br />o <br />to <br />30' °3516�� W <br />589 <br />- - - <br />NOTES <br />1. ALL MONUMENTS FOUND WITHIN 0.2 FEET OF THE SURFACE OF THE GROUND <br />UNLESS OTHERWISE NOTED. <br />2. ALL SET MONUMENTS ARE FLUSH WITH THE SURFACE OF THE GROUND. <br />MONUMENT TABLE <br />A. STONE AT QUARTER CORNER COMMON TO SECTIONS 11 AND 12 SCRIBED "CS +" PER MCSR 6400 <br />B. 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "ANDREWS PLS 1626" PER MCSR 37442, <br />N00023'22"W 0.99' FROM CALCULATED POSITION (N00022'21"W 0.75') <br />C. 1/2" IRON PIPE PER MCSR 6859 <br />D. 2" IRON PIPE PER MCSR 6859 <br />E. 1/2" IRON PIPE PER MCSR 17209 <br />F. 5/8" IRON ROD PER MCSR 37906, BENT AND WITHOUT CAP, RESET <br />10.17' <br />(S89°15'44"W 1049.02') <br />S89016'48"W 1048.94' o <br />888.32' 1-1 11 150.45' - 30.00' <br />1038.77 139 30 <br />1 1`n 1 10' ROW N 3 <br />1 - 1 DEDICATION �, co <br />----------------�1 1 O p - <br />262.76' 30' 11 N o Z <br />N89016'48"E 912.79' 30' .� 1 Z <br />------------------ c0 1 <br />1 <br />30' 30' <br />� <br />20.00' RADIUS <br />co Z,41 <br />i <br />I <br />w <br />C Il I -TYPICAL- <br />PARCEL 1 <br />10.58 AC. l <br />I <br />C 0 l <br />I <br />1 <br />- <br />„w <br />3U <br />L <br />o <br />1 n <br />578 5b104 <br />_125.67' <br />R=80.00 I <br />I <br />1 <br />1418 <br />A=090°00'05" J <br />I <br />1 <br />39 - <br />CH=S44035'14"W, <br />113.14 <br />1 1 <br />30� (� SEE DETAIL <br />/ <br />/ <br />130 <br />173 E <br />170.35' I 128.82' 440.00' <br />30' 30' I N89°35'11"E 30' ------------------- <br />� 100.05' N00024'49"W 5.00' <br />N o i w N89°35'11"E w <br />o M o, 60.00 <br />CD'00 <br />i �- _4 7 <br />w F- CV o O. °O <br />w �_ N i o I can N89034'52"E 506.23' <br />o Q i `n 439.23 <br />PARCEL 3 101 `�' I w Q i I N I - <br />4.71 AC. I I Zwm I NI I No <br />�z C 0 <br />CD X I I CD o N89°36'38"E PARCEL 2 <br />za u' - i ) 30' 30'73.94' 2.35 AC. <br />CD <br />z 30' - i 259.70' - 80_83' 90.03' - 365.40'ap <br />- <br />30' i S89036'38"W 795.96' <br />I ( �---L-------� 30' 30' �- w <br />1 No <br />I N l o <br />r' ( INITIAL POINT I N I 40.09' <br />N89° 36 38�, EI ° cn I CD <br />3030' I 300.90' I I _ <br />169.15' 130.00' = 210.99 B 365.48 <br />[N89037'45"E 299.15'1b �A 340.99' (340.87') 325.39' (325.36') <br />BASIS OF BEARING N89036'38"E 666.38' <br />EXHIBIT C (N89037'39"E 666.23') <br />R. 4431, P. 084 SECTION 11 SECTION 12 R. 1950, P. 328 R. 3445, P. 180 <br />1 <br />In <br />M <br />30' <br />0 <br />0 <br />0 <br />I�c�iCIZ'��[II:3 <br />o <br />0,-� <br />cn m <br />(V <br />00 <br />o " <br />0 0 <br />zz <br />288.80' <br />[448.341 #7 <br />464.89' (S85021'59"W 464.94') #7 <br />N85021149"E 484.67 <br />1" =100' <br />05/19/2022 <br />#6234 <br />[N19030'26"E] #7 <br />41.42' <br />�[N44°14'34"W ] #7 <br />105.49 <br />REFERENCE SURVEYS <br />1. MCSR 6400 <br />2. MCSR 6859 <br />3. MCSR 17209 <br />4. MCSR 37442 <br />5. MCSR 37906 <br />6. MCSR 39373 <br />7. MCSR 39684 <br />� 25.00' 30.00' <br />O <br />� <br />RADIUS / cl� / <br />/ N <br />1 <br />� I N <br />10' ROW 20` / <br />DEDICATION SIN <br />' cp 20, <br />Cb <br />Ln , p-) V. <br />0 °f*) <br />DETAIL <br />1" = 20' <br />off. <br />1 0.. <br />vv- <br />\ �2 <br />V <br />25.00'`, �p <br />RADIUS �� \ <br />�O <br />10' ROW <br />DEDICATION <br />�O <br />{16.691 6.80' <br />16.61' <br />E 12.98' <br />R. 3109, P. 108 <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />OREGON <br />J U LY 13, 2004 <br />ROBERT D. HAMMAN <br />64202 LS <br />EXPIRES: 6-30-2023 <br />SHEET 1 OF 2 <br />