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([N89 -54'00"W <br />102.68']) R3, D1 <br />N89'54'00"W <br />102.68' <br />I <br />ro 0 <br />ir <br />00 <br />bo W 7 <br />T_ 14- <br />740 <br />O <br />N <br />O 0 <br />N 3: <br />W O <br />W 0O <br />0 Cc co <br />00 <br />:n0z <br />0 <br />z"t <br />[N89.45'E 968.51' C] R2 <br />[N89.37'E] R1 <br />S89045'11 4"W 968.52' <br />384.21 [384.69'] R2 �.©�I S89'45'14"W 584.31' ^ [583.82' C] R2 <br />174.50' <br />-([N89-56'00"W <br />174.50']) D1, R3 0 <br />A <br />0 <br />21.23' <br />[20'] R3 636.25' <br />ORIGINAL <br />LINE <br />n <br />Indicates <br />record <br />information <br />from <br />Marion <br />County <br />Survey <br />.� N <br />7234. <br />0' <br />Indicates <br />co <br />information <br />from <br />Marion <br />C14 06 <br />00 00 <br />Survey <br />U <br />U <br />�(7) <br />Indicates <br />lr--- I- <br />� c0 <br />C <br />Marion <br />O <br />n N <br />Record <br />20043. <br />R4 <br />U <br />o(D <br />information <br />from <br />Marion <br />O <br />Survey <br />Record <br />1974. <br />r� O <br />Indicates <br />N 2 o0 <br />c0 = <br />O <br />Marion <br />r- 0 00 <br />Survey <br />V) <br />38463. <br />r,: 0 <br />0 W <br />c0 <br />N-01 <br />information <br />from <br />p = <br />� U <br />Marion <br />County <br />W �� <br />� <br />W <br />W O <br />(�D bo <br />. <br />o . <br />00O <br />NOTES <br />0 o <br />z <br />z Z <br />�� <br />.�. .� <br />O <br />LJ <br />ORIGINAL <br />LINE <br />([S89 -00'0099E <br />102.20']) R3, D1 <br />S89'07' 10"E <br />109.03' C <br />([S89 -27'00"E <br />174.11]) R3, D1 <br />S89 -27'00"E 174.11' <br />161.70' <br />S.E. CORNER ([161.70']) R3 <br />OF THE EARL D. JONES <br />DONATION LAND <br />CLAIM NUMBER 50 S00908'00"W / <br />141.24' J <br />[N00'08'00"E 2.14 CH <br />1=141.24' CJ] R1 <br />(N08000'00"E 2.14 CH <br />1=141.24' CJ)D1 <br />RECEIVED 10/29/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />12/09/2021. <br />MCSR 39525. <br />12.41' <br />([EAST 0.188 CH <br />€=12.41' CJ]) R1, D1 <br />ADJUSTED <br />LINES <br />AREA "A " <br />UNS UR VE YED <br />S89048'00"E 503.66' <br />([S89.48'E 8.33 CH =549.78' CJ]) R1, D1 <br />CURVE TABLE <br />302.26' <br />AREA "B" <br />N17'41'06"E _ <br />95.33' <br />S84 -13'48"E 248.04' <br />UU ' -I- <br />/ C) <br />30.01' <br />CENTERLINE <br />AS TRAVELLED <br />MCSR 39525 <br />RECORD OF SURVEY <br />LOCATED IN THE <br />NORTHWEST, SOUTHWEST, AND SOUTHEAST QUARTER'S OF SECTION 6, <br />TOWNSHIP 6 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, <br />MARION COUNTY, OREGON <br />MARION COUNTY PROPERTY LINE ADJUSTMENT CASE NO.21-004 <br />NA RRA TI VE <br />The purpose of this survey was to adjust the property line between those <br />tracts of land described in Reel 3743, Page 204, Marion County Deed <br />Records as approved by Marion County Notice of Decision for Property <br />Line Adjustment Case No. 21-004. Found monuments "B" and "C" were <br />held for the North line. The as traveled centerline of River Road and the <br />10' curve as shown on Marion County Survey 1974 was held to establish <br />the centerline and right of ways of River Road. Found monument "D" was <br />held for the Southeast corner of Earl D. Jones Donation Land Claim No. <br />50. The boundary of the unsurveyed tract was from record deed and <br />survey information. The adjusted property line were then established by <br />my clients design. <br />EQUIPMENT AND PRO CED URE <br />A LEICA TS12 Electronic Total Station Survey System; iGage IG8 GNSS <br />Rover and a CARLSON SURVEY Data Collector with supplemental <br />hand-written field survey notes were used in this survey. <br />BASIS OF BEARINGS <br />The basis of bearings for this survey is from the Oregon <br />Coordinate Reference System (OCRS) Salem Zone using <br />the Oregon Real -Time GNSS Network (ORGN). Bearings <br />are based on OCRS Salem Zone-NAD83 (2001) Epoch <br />2010.00. <br />RESULTANT DEED NOTE: <br />The resultant deed from this property line adjustment is recorded as Reel <br />4545, Page 119, Marion County Deed Records. <br />MONUMENT REFERENCES <br />QA BENT 1/2" IR, MEASURED AT SPIN POINT, DOWN 0.9', SET IN R1 <br />0)1-1/4" IP [1-1/2" IP] R2, DOWN 0.2', SET IN R2 <br />© 1-1 /4" IP, N89045'14"E 1.99' FROM SET MONUMENT, O.U., NO RECORD <br />(0 3/4" BOLT WITH A 2" SQUARE NUT, DOWN 1.0', O.U., FOUND IN R5 <br />SURVEY AND DEED REFERENCES <br />R1 <br />Indicates <br />record <br />information <br />from <br />Marion <br />County <br />Survey <br />Record <br />7234. <br />R2 <br />Indicates <br />record <br />information <br />from <br />Marion <br />County <br />Survey <br />Record <br />18384. <br />R3 <br />Indicates <br />record <br />information <br />from <br />Marion <br />County <br />Survey <br />Record <br />20043. <br />R4 <br />Indicates <br />record <br />information <br />from <br />Marion <br />County <br />Survey <br />Record <br />1974. <br />R5 <br />Indicates <br />record <br />information <br />from <br />Marion <br />County <br />Survey <br />Record <br />38463. <br />D1 <br />Indicates <br />record <br />information <br />from <br />Reel 3743, Page 204, <br />Marion <br />County <br />Deed Records. <br />NOTES <br />Q <br />1. <br />All monuments found were erect, in good <br />0 <br />CHORD BEARING <br />condition and <br />useable and flush with the <br />OQ' 100 200 <br />158.02' <br />ground unless <br />otherwise noted. <br />16'40' 30" <br />2. <br />R/W - Right-of-way <br />25.32' <br />25.31' <br />3. <br />O.U. - Origin <br />Unknown <br />SCALE IN FEET <br />4. <br />1 CH - 1 chain=66 feet <br />1 »-100' <br />5. <br />€=XX.XX' C1 - <br />Calculated from Record Chains <br />192.72' <br />6. <br />MR - Market <br />Road <br />"This map does not guarantee that any <br />572.96 C <br />194.0' C <br />particular use may be made of the <br />DRAWING NO.: 21073 PREPARED FOR AND <br />property illustrated hereon. Parties <br />DATE: <br />OCTOBER 1, <br />2021 THE REQUEST OF <br />should check with the City or County <br />GORDON ZIELIN <br />planning department to verify approved <br />REGISTERED <br />PROFESSIONAL <br />LIABILITY FOR THIS SURVE' <br />uses. <br />I ALIT% <br />ell It%%Ir- .,,,� <br />PYPRPCCI Y I ILAITIn T(1 CAI <br />CURVE <br />RADIUS <br />ARC LENGTH <br />CHORD LENGTH <br />CHORD BEARING <br />DELTA ANGLE <br />C1 <br />542.96' <br />158.02' <br />157.46' <br />N 09'20' 51 "E <br />16'40' 30" <br />C2 <br />572.96' <br />25.32' <br />25.31' <br />N00'19'17"W <br />2'31'54" <br />C3 <br />542.96' <br />182.63' <br />181.77' <br />N08.02'56"E <br />19016'20" <br />C4 <br />572.96' <br />192.72' <br />191.82' <br />N08002'56"E <br />19'16'20" <br />C4 R4 <br />572.96 C <br />194.0' C <br />19024' <br />