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MCSR 39678 <br />NARRATIVE <br />THE PURPOSE OF THE SURVEY IS TO ESTABLISH THE NORTH AND EAST BOUNDARY OF THE VISTICA <br />AND WASSIL TRACT OF LAND DESCRIBED IN REEL 4519, PAGE 368, MARION COUNTY DEED RECORDS. <br />I HELD THE NORTH - SOUTH CENTER LINE OF SECTION 17, TOWNSHIP 9 SOUTH, RANGE 2 EAST OF THE <br />WILLAMETTE MERIDIAN AS ESTABLISHED IN MCSR 39419. <br />I ESTABLISHED THE POINT OF BEGINNING ( P.O.B.) OF SAID REEL 4519, PAGE 368, HOLDING RECORD <br />INFORMATION FOUND ON MCSR 2394. THIS INFORMATION IS SHOWN AND EXPLAINED IN DETAIL A ON <br />SHEET 2 OF 2. <br />FROM THE SAID P.O.B., I HELD THE DEED RECORD DISTANCE NORTHERLY ON THE SAID NORTH - SOUTH <br />CENTER LINE AND THE DEED RECORD ANGLE FROM THE SAID CENTER LINE TO ESTABLISH THE <br />FORWARD BEARING AS SHOWN. USING THE FORWARD BEARING AND DEED RECORD DISTANCE, I <br />ESTABLISHED THE POSITION FOR THE TRUE POINT OF BEGINNING FOR SAID REEL 4519, PAGE 368. <br />I CONTINUED WITH THE SAME FORWARD BEARING AND DEED RECORD DISTANCES TO ESTABLISH THE <br />SHOWN ANGLE POINT ON THE SAID NORTH LINE AND USING THE DEED RECORD ANGLE WITH THE DEED <br />RECORD DISTANCE, I ESTABLISHED THE NORTHEAST CORNER ON THE SAID NORTH LINE AS SHOWN. <br />I HELD FOUND CORNER MONUMENTS © AND (D TO ESTABLISH THE REMAINING LEGS OF THE SAID <br />EAST BOUNDARY AS DESCRIBED IN SAID REEL 4519, PAGE 368 AND IN REEL 4499, PAGE 400, MARION <br />COUNTY DEED RECORDS. <br />I SET 5/8 INCH IRON RODS AS NOTED IN THE LEGEND AT THE SHOWN AND NOTED LOCATIONS ALONG <br />THE NORTH AND EAST LINES OF THE SAID VISTICA AND WASSIL TRACT. <br />THE FOUND MONUMENT INFORMATION IS PRESENTED BELOW. THE MONUMENTS WERE FOUND IN <br />GOOD CONDITION. <br />A FOUND 1" IRON PIPE, 0.2' ABOVE THE GROUND. I HELD THIS PIPE FOR THE NORTH 1 / 4 CORNER <br />FOR SECTION 17, TOWNSHIP 9 SOUTH, RANGE 2 EAST OF THE WILLAMETTE MERIDIAN AS <br />SHOWN IN MCSR 39419 AND MCSR 11926. <br />�B FOUND 1" IRON PIPE, 0.2' BELOW THE GRAVEL ROAD SURFACE. I HELD THIS PIPE FOR A POINT <br />ON THE NORTH - SOUTH CENTER LINE OF SAID SECTION 17 AS SHOWN ON MCSR 39419. <br />C FOUND 5/8 " IRON ROD WITH YELLOW PLASTIC CAP MARKED 'PAPPE LS 1951', 0.2' ABOVE THE <br />GROUND. I HELD THIS IRON ROD FOR A POINT ON THE WESTERLY PROPERTY LINE OF <br />PROPERTY DESCRIBED IN EXHIBIT D, REEL 4499, PAGE 400, MARION COUNTY DEED RECORDS <br />AS ESTABLISHED IN MCSR 39419. : <br />D FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED `PAPPE LS 1951', 0.2' ABOVE <br />THE GROUND. I HELD THIS IRON ROD FOR A POINT ON THE WESTERLY PROPERTY LINE OF <br />PROPERTY DESCRIBED IN EXHIBIT D, REEL 4499, PAGE 400, MARION COUNTY DEED RECORDS. <br />SAID POINT IS LOCATED N. 03° 43' 32" E., 24.80' FROM THE CENTER LINE OF NORTH FORK ROAD <br />(M.R. 84) AND WAS ORIGINALLY SET S. 03043' 32" W., 0.49' FROM THE TRUE RIGHT OF WAY POINT <br />DUE TO A LARGE ROCK, 6" UNDER THE SURFACE AS ESTABLISHED IN MCSR 39419. <br />�E FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED `PAPPE LS 1951', 0.Z' ABOVE <br />THE GROUND. I HELD THIS FOR THE POINT OF TANGENT (P.T.) ON THE NORTHERLY RIGHT OF <br />WAY LINE OF NORTH FORK ROAD AS ESTABLISHED IN MCSR 39419. <br />FOUND 1 INCH IRON PIPE, 0.2' BELOW THE SURFACE UNDER THE RIGHT OF WAY FENCE. I HELD <br />THIS IRON PIPE FOR THE POINT ON THE NORTHERLY RIGHT OF WAY LINE OF NORTH FORK <br />ROAD AT STATION P.0 85+70.10 AS SHOWN ON MCSR 2394. <br />FOUND 1 INCH IRON PIPE, 0.2' BELOW THE SURFACE UNDER THE RIGHT OF WAY FENCE. I HELD <br />THIS IRON PIPE FOR A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF NORTH FORK ROAD <br />AT STATION P.T. 82+ 72.94 AS SHOWN ON MCSR 23289. <br />REGISTERED <br />PR0FESS10-NAL <br />LAND SU"EYOR <br />LGGERA <br />OREGON <br />DULY17, 1981 <br />RD A. PAPPE <br />1951 <br />RENEWS: DECEMBER 31, 2022 <br />DETAIL A <br />SCALE. 1'° =100' <br />C3'1 <br />Z <br />o <br />w <br />cr . <br />0 <br />c-n-1 <br />1 <br />. <br />v <br />� <br />co <br />co <br />00 <br />i <br />00 <br />P` <br />1/4 CORNER ....SECTIONS BAND 17 <br />T. 9 S., R. 2 E. W.M. <br />To nF <br />S. 060 19' 27" W. 702.07' - F <br />{ S. 050 40' 18" W. 702.32' - C R2 } <br />1 <br />-- —KUBIN ROAD S.E. <br />ROAD OF PU13LIC EASEMENT <br />(40' ROW) <br />�A TO �B <br />(N. 000 02' 00" W. 1122.44' - R1 <br />N. 00° 02' 00" W. 1122.44' - F <br />co <br />t � - <br />cp <br />0 <br />SECTION 8 T. R S., R. 2 E. W.M. <br />5LL; I IUN 11 1. U 5., K 1 t. W.M. <br />BASIS OF BEARINGS), <br />2 <br />co 00 0 <br />-P cr Tn ' <br />mN 1 1 <br />Cq <br />f , gppD <br />� �o � � e ---_� 1K O� Ap 84 <br />-!n �- Q • _ MAR �ow) <br />_ 30 00 _ C f e l <br />_G_1 <br />S. 040 35' 050 E. <br />POINT OF BEGINNING ( POB } FOR REEL 4519, PAGE 368 MCDR. <br />NORTH FORK ROAD SAID POINT IS ON THE CENTER LINE OF NORTH FORK ROAD <br />MARKET ROAD 84 2 E. W.M. <br />AND THE NORTH - SOUTH CENTER LINE OF SECTION 17, T. 9. S., <br />R <br />( 60' ROW ) <br />NORTH - SOUTH __--- <br />CENTER LINE OF SECTION 17, <br />T. 9 S., R. 2 E., W.M. AS ESTABLISHED <br />IN MCSR 39419 <br />CURVE DA TA <br />C-1 RAD = <br />1909.86' - C <br />{ RAD=1909.86' - R2 ) <br />A = <br />02° 16' 20" - C <br />L = <br />75.74' - C <br />LC = <br />N. 84° 16' 45" E. <br />75.73' - C <br />C-2 RAD = <br />465.74' - C <br />(RAD = 465.74' - R1 <br />© = <br />000 18' 36" - C <br />( © = 000 18' 36" - R1 } <br />L <br />= 2.52' -C <br />{L = 2.52-R1) <br />LC = <br />N. 77° 42' 50" W. <br />2.52' -C { LC = N. 77° 42' 50" W. 2.52' R1 } <br />N. 000 07 00" W. 402.28' - C <br />(N. 00 02' W. 402.493 - C R6 ) <br />FOR. <br />RECORD OF SURVEY <br />KURTA. HUELLER <br />SITUATED IN THE NORTHEAST ONE QUARTER OF SECTION 17, TOWNSHIP 9 SOUTH, <br />RANGE 2 EAST OF THE WILLAMETTE MERIDIAN, MARION COUNTY OREGON. <br />BY.- GERRYPAPPE AL S. <br />2454 CRESTBROOK DRIVE N W. <br />SALEM, OR. 97304 <br />(503) 910-3301 <br />EMAIL: Geny.pappe@pappesurveying.com <br />DATE: JUNE 16, 2022 <br />SHEET- 2 OF 2 <br />MCSR 39678 <br />