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Survey 21166
n O ti � SHEET 4 6 5 3 SURVEY REFERENCE TABLE SE 1 /4 SECTION 34 T17S RI 2E WM SW 1 /4 SECTION 34 T1 7S R12E WM SW 1 /4 SECTION 35 T1 7S R12E WM El 6 I S H ET 7 C NTRAL OREGON HIGHWAY (US HWY 20) 7, REFERENCE NUMBER (R#) SURVEY SURVEYOR DATE FILED 1 10B-16-29 1 OTH ST. - PROVIDENCE ST. SEC. - LOCATED LINE ODOT DATED 9/12/2003 2 11 B-3-22 PURCELL - ARNOLD ICE CAVE - LOCATED LINE ODOT DATED 10/11 /2010 3 213-5-4 BEND - HORSE RIDGE SECTION - LOCATED LINE ODOT DATED 9/12/1919 4 213-9-14 PILOT BUTTE SECTION - CONSTRUCTED LINE ODOT DATED 9/1926 5 413-1-1 1 BEND -HORSE RIDGE SECTION -CONSTRUCTED LINE ODOT DATED 8/ 1931 6 613-30-21 BEND - HORSE RIDGE SECTION - LOCATED LINE ODOT DATED 12/1948 7 CS 03027 GEORGE COLVIN 2/26/1988 8 CS 03044 MINOR PARTITION 006-89 MICHAEL W. TYE 1 1 / 1 / 1998 9 CS 03058 AUBREY PERRY DATED 7/29/1968 10 CS 03047 DAVID K. BATEMAN 10/ 18/ 1990 11 CS 06935 - DON CARLOS ACRES JOHN H. EATON 7/ 14/ 1952 12 CS 11397 - PARTITION PLAT NO. 1993-13 MICHAEL W. TYE 3/5/1993 13 CS 11964 - PILOT BUTTE PARK DEVELOPMENT PHASES I & VI PHIL BALDNER 9/29/ 1994 14 CS 12011 - PARTITION PLAT NO. 1994-43 MICHAEL W. TYE 1 1 / 17/ 1994 15 CS 12138 - THE FORUM MICHAEL W. TYE 3/27/199S 16 CS 12156 DAVID R. WILLIAMS 4/ 13 / 1995 17 CS 12160 - PARTITION PLAT NO. 1995-13 BRIAN W. REEVES 4/20/ 1995 18 CS 12184 - WINDY KNOLLS MICHAEL W. TYE 5/4/1995 19 CS 12349 - THE PILOT BUTTE BUSINESS PARK PHILIP P. BALDNER 10/1 1 /1995 20 CS 12465 - WASHINGTON FEDERAL SAVINGS SUBDIVISION BRIAN W. REEVES 1 / 17/ 1996 21 CS 12472 - CROSSROADS CENTER JAMES R. TYE 1 /25/1996 22 CS 12785 - REPLAT OF LOTS 3 AND 4, THE FORUM MICHAEL W. TYE 12/24/1996 23 CS 12958 - FITZSIMMON'S ADDITION MICHAEL W. TYE 5/30/1997 24 CS 13389 KENNETH A FISHER 9/l /1998 25 CS 13461 - WILLIAMSON PARK 6TH ADDITION KENNETH FISHER 12/2/1998 26 CS 13858 JAMES R. TYE 1 1 /30/1999 27 CS 13954 ROBERT R. POVEY 2/22/2020 28 CS 14102 - PARTITION PLAT NO. 2000-30 JERRY C. POWELL 6/30/2000 29 CS 15018 ROBERT R. POVEY 7/9/2002 30 CS 1 5562 - W&H - HORZONTAL CONTROL AND RECOVERY BRIAN W. REEVES 10/3/2003 31 CS 15727 ROBERT R. POVEY 1 /21 /2004 32 CS 1 5932 - ARROWHEAD, PHASES I, II, III AND IV PETER A. MANLEY 6/23/2004 33 CS 16485 PETER A. MANLEY 7/7/2005 34 CS 16600 JERRY C. POWELL 9/28/2005 35 CS 17103 - PARTITION PLAT NO. 2006-71 JERRY C. POWELL 1 1 /8/2006 36 CS 17167 - TANAGER VILLAGE MICHAEL W. TYE 12/28/2006 37 CS 17716 - RESERVES AT PILOT BUTTE CONDOMINIUMS, STAGE 1 DALE N. BARRETT 5/12/2008 38 CS 18048 - ODOT - HORIZONTAL CONTROL AND RECOVERY PAT MARQUIS 9/14/2009 39 CS 18264 KEVIN JAMES BLAKLEY 5/1 1 /201 1 40 CS 18227 - ODOT - HORIZONTAL CONTROL AND MONUMENTATION PAT MARQUIS 1 1101201 1 41 CS 18491 KEVIN JAMES BLAKLEY 2/19/2013 42 CS 18644 - PARTITION PLAT NO. 2014-1 KEVIN JAMES BLAKLEY 1 /1 5/2014 43 CS 18731 - PARTITION PLAT NO. 2014-18 KEVIN JAMES BLAKLEY 7/ 1 /2014 44 CS 19385 - PARTITION PLAT NO. 2017-16 WILLIAM G. BAHRKE 6/28/2017 45 CS 20415 ERIK J. HUFFMAN 1 /8/2021 46 CS 20428 - MARKS CORNER PHASES 2 & 3 DANIEL T. BURTON 112212021 47 CS 20703 MATHEW J. FAULKNER 12/22/2021 48 RD 01449 - ARNOLD MARKET ROAD NO. 6 ROBERT B. GOULD DATED 1928 49 CS 13845 DAVID L. BROWN 1 1 /22/1999 50 CS 17684 DALE N. BARRETT 3/18/2008 51 CS 18531 PATRICK GAGE COLE 6/5/2013 52 CS 17586 DALE N. BARRETT 1211112007 53 CS 12438 - PARTITION PLAT NO. 1995-59 MICHAEL W. TYE 12/21 /1995 54 CS 14900 PETER MANLEY 3 / 2 5 / 2 002 56 CS 03078 RI HARD P. HANKINS DATED 4/ 1 7/ 1968 57 CS 1 1002 MICHAEL W. TYE 4/21 /1992 APPROX. SE 1 4 APPROX. SW 1 /4 FDES111CHUTIESCOUNTY SURVEYOR SEC.3 SEC.35 p o z zoa3 By:, Co I I; n s i � . SHEET LAYOUT DIAGRAM NOT TO SCAL m � J v � SHEET I'A�24 DEED REFERENCE TABLE REFERENCE NUMBER (D#) DEED RECORDING NUMBER 1 203-1739 2 242-1748 3 242-1750 4 293-2146 5 308-1739 6 358-0004 7 513-1426 8 2002-64647 9 2002-71765 10 2002-73158 11 2003-09553 12 2003-14887 13 2003-20850 14 2003-21515 15 2003-24399 17 2003-26992 18 2003-32849 19 2004-54120 20 2004-68958 21 2006-33881 22 2006-49085 23 2006-74737 24 2008-11460 26 2009-33937 27 2009-34568 28 2009-35902 29 2009-38527 30 2009-38536 31 2009-39346 32 2009-43907 33 2010-01260 J O z z SHE I� I�1a. SHEET INDEX: 1. REFERENCES, SHEET LAYOUT 2. NARRATIVE 3. CONTROL TABLE, CONTROL NETWORK SCHEMATIC rl 4. CONTROL, RECOVERY, RETRACEMENT SURVEY p 5 CONTROL, RECOVERY, RETRACEMENT SURVEY 6. CONTROL, RECOVERY, RETRACEMENT SURVEY 7. CONTROL, RECOVERY, RETRACEMENT SURVEY S. CONTROL, RECOVERY, RETRACEMENT SURVEY i 9. CONTROL, RECOVERY, RETRACEMENT SURVEY > Q °0 10. CONTROL, RECOVERY, RETRACEMENT SURVEY o zz H 2 H n N 0 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 RENEWS: 12-31-2024 FII SHEET 110 TI13A 18 II 19 �n 00 3'2 Parametrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM a N c" CS z t 1ss- NARRA TiVE THE PURPOSE OF THIS SURVEY IS TO RETRACE THE LOCATION OFA PORTION OF THE EXISTING RIGHT-OF-WAY NOR THWESTERL Y OF THE WESTERL YY R/W OF RNETT WA Y TO A PO NT APPROX/MA TEL Y 400 FEET EAST OF THE EAST R/W OF DAL TON ST. THIS SUR VEY WAS PREPARED A T THE REQUEST OF THE OREGON DEPARTMENT OF TRANSPORTA TION (ODOT) FOR THE PURPOSE OF PUBLIC IMPROVEMENTS. L OCA TED WITHIN THE SW I /4 OF SECTION 34, THE SEI /4 SECTION 34, AND THE SWI /4 SECTION 35 TOWNSHIP 7 7 SOUTH, RANGE 12 EAST, W. M. DE5CHUTES COUNTY, OREGON. THIS SUR VEY IS ALSO USED TO ESTABLISH HORIZONTAL CONTROL TO RECO VER AND PERPETUA TE THE POSITION OF THE EXISTING MONUMENTS ALONG THE ROUTE, AS REQUIRED BY ORS. 209.250(5)(A) AND 209.7 55(A)(8). THIS SURVEY WAS PERFORMED FROM MA Y 2022 THROUGH MARCH 2O23 BY PARAMETRIX INC. SURVEY CREWS. THE SUR VEY EQUIPMENT USED FOR THIS PROJECT WAS A TRIMBLE R 72 CPS AND A TRIMBLE S7 ROBOTIC TOTAL STA TION, CENTERLINEALIGNMENT.- CENTRAL OREGON HIGHWA Y PER ODOT MAP 7 09-16-29 (R 7) FROMJUST WEST OF THE INTERSECTION WITH PURCELL BL VD. TO APPROXIMA TEL Y 300. 00 FEET WEST OF THE WEST R/W OF AZURE DR., THE CENTERLINE WAS CALCULATED PER RECORD GEOMETRY BASED ON ODOT MAP 7 0B- 7 6-29 (RI). THE LOCATION OFSTA TION 94+87.02 PER ODOT MAP 70B-76-29 (R1) WAS HELD AS THESAME LOCATION AS STA TION "HWY 20" 62+67. 42 PER ODOT MAP 7 7 B-3-22 (R2). THE LOCATION OF SAID STATION IS ESTABLISHED PER THE FOLLOWING PARAGRAPH. THE CENTERLINE WAS ROTATED TO THE CALCULATED STATION AND OFFSET OF POINT 7000, SET /N CS 74702 (R28), BEING POINT 724 ON ODOT MAP 7 0B- 7 6-29 (R 7). THE STATION AND OFFSET OF SAID POINT 7000, BEING POINT 724 IN ODOT MAP I OB- 7 6-29 (R 7), WAS CALCULATED BY USING THE COORDINATE VALUES SHOWN IN SAID ODOT MAP A T STA TION 94+87.02. THE RECORD BEARINGS AND GEOMETRY PER SAID ODOT MAP (R 7) WERE USED TO BUILD THE ALIGNMENT. IT WAS DETERMINED THA T POINT 7 000 (R28), WAS A T STA TION 69+49. 62 W/TH AN OFFSET DISTANCE OF 50. 72 FEET FROM THE CENTERL/NE. CENTRAL OREGON HIGHWA Y FROM STA TION EQUA TION TO END OF PROJECT PER ODOT MAP 17B-3-22 (R2): THE CENTERLINE WAS CALCULATED PER RECORD GEOMETRY BASED ON THE CENTRAL OREGON H/GHWAYAS SHOWN ON ODOT MAP 7 79-3-22 (R2) AND CS 78227 (R40) FROM STATION "HWY20"67+67.42 AHD / "EXTG"60+65.50 SK TO "HWY 20"97+40.80. HELD THE 5TATION 67+67.42AND OFFSET 40.80 FEET RICH TAT MONUMENT 7 004, BEING POINT 3000 PER C5 7 8227 (R40), FOR THE BEGINNING OF SAID CENTERLINE. HELD SAID POS/ TION AND ROTA TED SAID CALCULA TED CENTERL/NE TO STA TION 89+96.20 AND OFFSET 40.02 FEET LEFT A T MONUMENT 7 027, SET IN CS 7 7586 (R52), BEING POINT 7 04 IN C5 7 8227 (R40). NORTH R/W L/NE: NORTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP 7 09-16-29 (R 1) STA TION 67+50 TO 71 +00: THE NORTH R/W OF CENTRAL OREGON HIGHWA Y FROM STA TION 67+50 TO 77 +00 WAS CALCULA TED BY 5TA TION AND OFFSET PER DEED DOCUMENT 2002-73158 (D70) AND DESCRIBES A VARIABLE WIDTH R/W. NOR TH RI OF CENTRAL OREGON HIGHWA Y PER ODOT MAP 7 OB- 7 6-29 (R 7) STA TION 70+ 00 TO 75+33: THE NORTH R/W OF CENTRAL OREGON HIGHWA Y FROM 5TA TION 70+00 TO 75+33.84 WA CALCULA TED BY 5TATION AND OFFSET PER DEED DOCUMENT 2003-26992 (D77) AND DESCRIBES VARIABLE WIDTH R/W. NORTH R/W OF CENTRAL OREGON HIGHWAY PER ODOT MAP 7 08- 7 6-29 (R 7) STA TION 75+32.96 TO 87+77.72. WHILE RESEARCHING TH15 SECTION OF R/W /T WAS DISCOVERED THA T DIFFERENT CENTERL/NE5 HAVE BEEN UT/L /ZED. BEL OW /5 A H15TOR Y OF WHA T WA D15CO VERED: • C5 03058 (7 968) PERK Y (R9): TH15 SUR VEY ESTABL /SHED MONUMENT 1090, SHOWN AS POINT 753 ON C5 7 5562 (R30). THERE IS NO NARRATIVE ON TH15 SURVEY (R9) AND IT'S UNCLEAR HOW THE NORTH R/W OF HWY 0 0 WACS 03 02 7 (1988) COL V/N (R 7): THIS SURVEY ESTABL/SHED THE NORTH RI LINE WHA T IS NOW PARCEL 7 OF PP 207 7- 7 4 (R44), . THE NARRA T/VE STA TES THAT DUE TO LACK OF "BETTER EVIDENCE" THE CENTERLINE OF EXISTING PA VEMENT WAS HELD FOR THE CENTERL/NEAND THE NORTH R/W LINE WAS OFFSET 40 FEET IGNORING THE CURVE. 17964PILOT BUTTE PARK DEVELOPMENT PHASES I + VI (7994) BALDNER (R73): THIS SURVEY FOUND, ACCEPTED, AND PERPETUA TED MONUMENT 7 090, SET IN CS 03058 (R9), AS THE 5W CORNER OF LOT 7. FOR THE SOU THEA5T CORNER OF SAID LOT BALDNER HELD THE 5/8" IRON ROAD SET IN CS 03 02 7 (R 7). THIS MONUMENT WAS SEARCHED FOR AND NOT FOUND. BALDNER HELD THESE TWO MONUMENTS AS WELL AS THE GEOMETRY SHOWN ON 0-30-2 7 (R6). THIS PLAT THEN DED/CA TED AN ADD/TIONAL 70 FEET OF R/W AND SET MONUMENT 7 09 7, SHOWN AS 729 ON CS 75562 (R30). • CS 72349 THE PILOT BUTTE BUSINESS PARK (7995) BALDNER (R79): THIS SURVEYFOLLOWED CS 7 7964 (R 73) AND FOUND, ACCEPTED, AND PERPETUA TED THE SAME MONUMENTS. • CS 75562 (2003) REEVES (R30): THIS SURVEY WAS A CONTROL AND RECO VERY SUR VEY FOR ODOT AND FOUND MONUMENTS THAT WERE ESTABLISHED ALONG THE NORTH R/W OF HWY20 PER CS 72349 (R79) AND WERE DEPICTED AS BEING HELD FOR THE RI BUT NOT SPEC/F/CALL YSTA TED. /N CONCLUSION THE CURRENT R/W LINE RESOLUTION /S BASED ON THEDEDICA TION TO THE PUBLIC PER THE PLAT OF PILOT BUTTE PARK DEVELOPMENT PHASES / + VI (R 73). THE DISCREPANCIES BETWEEN THE CENTERLINE OF SAID PLAT (R 73), AND THE CENTERLINE BEING USED BY THIS SUR VEYARE DIFFERENT BY UP TO 6 FEET A T STA T/ON 75+32. 96, AND 7. 3 FEET A T STA T/ON 86+75. 59. THE R/W DED/CAT/ON OF SAID PLAT (R73) AND PP 2077- 76 (R44) CONTROLS THE R/W LINE. THE NORTH RI OF CENTRAL OREGON HIGHWA Y FROM STA TION 75+32. 96 TO STA TION 87 +77. 72 USED THE GEOMETRY OF THE P/LOT BUTTE BUSINESS PARK (R 7 9), HOLDING THE SW CORNER OF PP 207 7- 7 6 (R44) AS ESTABLISHED BELOW, AND ROTA TING PLA T DA TA TO MONUMENT 7 097 (R9). THE MOST WESTERL Y TANGENT WAS SHORTENED TO END A T MONUMENT 7091. THE R/W LINES OFAZURE DRIVE WAS ESTABLISHED HOLDING STA TION AND OFFSETS PER DEED 2002-66739 AND 2002-65997. NORTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP 7 0B- 7 6-29 (R 7) FROM THE WEST LINE OF THE SEI /4 SECTION 34 (STA TION 87 +77. 72) TO WEST R/W OF PURCELL BL VD. (STA TION 94+S3. 63). THE NORTH R/W OF CENTRAL OREGON HIGHWA Y, FROM THE WEST LINE OF THE SE7/4 OF SECTION 34 TO THE WEST R/W OF PURCELL BL VD., WAS CALCULA TED BY HOLDING THE CALCULATED POSITION OF POINT 735 (87 * 77. 72) PER C5 75562 (R30) AND ODOT MAP 7 OB- 7 6-29 (RI) AS BEING ON SAID WEST LINE OF THE SEI /4 SECTION 34. MONUMENTS 7 00 7, 7203, AND 7077 PER CS 7 9385 (R44) WERE HELD. ODOT MAP 7 08- 7 6-29 (RI) DOES NOT INDICA TEA R/W WIDTH NORTH OF THE CENTERLINE, THEREFORE THE AFOREMEN T/ONED MONUMENTS WERE HELD FOR THE R/WAS DEDICA TED TO THE PUBLIC PER CS 73467 (R25). NORTH R/W OF CENTRAL OREGON HIGHWA Y FROM THE EAST R/W OF PURCELL BL VD. (A63+43.66) TO THE WEST R/W OF 27TH STREET (A 74+ 68. 7 0). THE RECORD R/W WIDTH PER CS 78227 (R40) WAS HELD FROM THE CALCULATED CENTERLINE OF CENTRAL OREGON HIGHWAY. THE EASTERLY R/W OF PURCELL BL VD. WAS CALCULATED HOLDING MONUMENT 1070 AND THE GEOMETR Y OF THE REPLA T OF LOTS 3 AND 4 THE FORUM (R22) ROTATED TO THE CENTERLINE OF CENTRAL OREGON HIGHWA Y. THE WEST R/W OF J7TH STREET WAS CALCULA TED BY HOLDING THE RECORD DISTANCE OF 245.94 FEET TO THE SE CORNER OF LOT 6 OF THE REPLA T OF LOTS 3 AND 4, THE FORUM (R22) FROM MONUMENT 7 072. THE RECORD VALUES PER DEED DOCUMENT 2004-68958 (D20) WERE HELD AND ROTA TED TO THE NORTHERL Y R/W OF CENTRAL OREGON HIGHWA Y. NORTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP 17 8-3-22 (R2) FROM THE EAST R/W OF 27TH (A76+39. 76) TO MONUMENT 7S69 (A79+23.66) BEING POINT 3020 PER (R40).- THE PLA T OF CROSSROADS CENTER (R2 7) DEDICA TED AND MONUMEN TED ADDI TIONAL RIGHT OF WA Y, THEREFORE PLA T DA TA WAS USED TO RESOL VE THIS RIGHT OF WA Y. GEOMETR Y PER SAID PLA T (R2 7) WAS HELD AND ROTA TED ABOUT MONUMENT 7 073 PER SAID PLA T (R2 7) TO MONUMENT 7 057. THE ANGLE POINT A T STA TION A76+20.28 WAS CALCULA TED BY HOLDING THE PLA T (R2 7) RECORD DISTANCE FROM MONUMENT 7073. THEANGLEPOINTATSTAT/ONA76+72.00 WAS CALCULATED BYHOLD/NG THEANGLE POINT A77+20.28, A BEARING PARALLEL TO THE CENTERLINE, AND PLA T (R2 7) DISTANCE OF 48.28 FEET. NORTH RI OF CENTRAL OREGON HIGHWA Y A T BENSON WA Y (PR/VA TE) (B79+23.66 B80+ 09.22): THE ANGLE POINT ON THE NORTH R/W OF CENTERAL OREGON HIGHWA YA T BENSON WA YSTA TION B79+23. 66 WAS CALCULA TED BY EXTENDING A L/NE BETWEEN MONUMENTS 7570 AND 7569, BEING POINT 3027 AND 3020 PER C5 7 8227 (R40), TO IT'S INTERSECT/ON WITH THE NORTH R/W L/NE DESCRIBED ABOVE. MONUMENT 7 570 AND 7 0 7 7, BEING POINTS 302 7 AND 3022 PER (R40), WERE HELD. FROM MONUMENT 7 0 7 7 STA TION 980+09.22 WAS HELD, BEING THE 57A TION OF MONUMENT 7 077 AND THE RECORD R/W WIDTH OF SO FEET PER ODOT MAP 7 7B-3-22 (R2) AND C5 78227 (R40). SE 1/ 4 SECTION 34 T 17 S Ill 2E WM pESCHUTES COUNT, Y SURVEYOR SW 1 /4 SECTION 34 T17S R12E WM �:a 04 27 zozsgy; Coil-'ns SW 1 /4 SECTION 35 T17S Rl 2E WM NORTH R/W OF CENTRAL OREGON HIGHWAY FROM THE EAST S/DE OF BEN50N WAY (PRIVATE) (880+09.22) TO WEST R/W OF DAL TON STREET (B86+47. 84).- THE NORTH R/W OF CENTRAL OREGON HIGHWAY, FROM THE EAST SIDE OF BEN50N WAY (880+ 09. 22) TO THE WEST R/W OF DAL TON STREET (886+4 7. 84), WAS DEDICATED BY THE PLAT OF ARROWHEAD PHASES I, //, /// AND /V (R32). THE MONUMENTS SET /N THIS PLA T (R32) F/T WITH THE RECORD R/W WIDTH PER ODOT MAP 11 B-3-22 (R2) AND CS 78227 (R40), 50 THE SO FOOT R/W WIDTH WAS HELD. MONUMENT 7047 WAS BENT, 50 IT'S RECORD P051T/ON WAS CALCULA TED U51NC THE PLA T (R32) D/STANCE FROM MONUMENT 7 040. THIS POSIT/ON WAS CONFIRMED BY CHECKING A 30 FOOT OFFSET FROM MONUMENT 7 025. NORTH R/W OF CENTRAL OREGON HIGHWA Y FROM THE EAST R/W OF DAL TON STREET (887+ 10.00) TO STA TION B97 +40.80, BEING AN ANGLE POINT OF ODOT MAP 11 B-3-22 (R2) AND CS 7 8227 (R40): THE NORTH R/W OF CENTRAL OREGON HIGHWAY, FROM THE EAST R/W OF DAL TON STREET (987+ 7 0.00) TO STA TION 897 +40.80, WAS ESTABL/SHED PER PERMANENT EASEMENT TO ODOT DOCUMENT 2006-74737 (D23). THIS EASEMENT IS DEPICTED ON ODOT MAP 98-8- 78 AS BEING OFFSET SO FEET NORTHERLY OF THE CENTERLINE. IN 2002 CS 74900 (R50) ESTABLISHED THE CENTERLINE /N THIS SECT/ON. THIS SURVEY (R50) WAS THEN RELIED ON IN 2007 /N CS 77586 (R55), AND AGAIN /N 2008 BY THE PLA T OF RESERVES A T P/LOT BUTTE CONDOMINIUMS, STAGE / (R37). THE NORTH R/W AS A 50 FOOT OFFSET FROM CENTERLINE WAS HELD, ANDIS CONFIRMED BY MONUMENTS 7 026, 7 027 AND 7028. THE EAST R/W OF DAL TON STREET WAS ESTABLISHED BY HOLDING STA TION AND OFFSET PER DEED RECORD 2009-43907 (D32). SOUTH R/W LINE SOUTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP I OB- 7 6-29 (R 7) STA TION 65+57. 79 TO STA TION 69+49.57.• THE SOUTH R/W OF CENTRAL OREGON HIGHWA Y BETWEEN STA TIONS 65+57.79 AND 69+49.57 WAS ESTABLISHED AS BEING 50 FEET SOUTHERL Y OF CENTERLINE PER DEEDS 2002-64647 (D8) AND 2002-77765 (D9). SOUTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP 7 OB- 7 6-29 (R 7) STA TION 69+49. 62 TO STA TION 77+ 16.37: THE SOUTH R/W OF CENTRAL OREGON HIGHWA Y BETWEEN STA TION5 69+49.62 AND 77+ 16.31 WAS ESTABLISHED BY HOLDING R/W EASEMENT TO CITY OF BEND RECORDED /N VOLUME 513 PAGE 7426 (D7). PART/TION PLA T 2000-30 (R28) THEN DEDICA TED THIS 7 0 FOOT STRIP TO THE PUBLIC. THEREFORE, PLA T MONUMENT 7 000 AND 7200, SET /N CS 7 6600 (R34), WAS USED FOR LINE. FROM MONUMENT 7 000 THE PLA T DISTANCE WAS EXTENDED TO THE SOUTHEAST TO ESTABLISH THE NORTHEAST CORNER OF PARCEL 2. SOUTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP 7 08-7 6-29 (R 7) STA TION 77+ 16. 7 4 TO STA TION 79+27. 09. THE SOUTH R/W OF THE CENTRAL OREGON HIGHWA Y BETWEEN STA TIONS 77+ 7 6,7 4 AND 79+21. 09 WAS ESTABLISHED AS BEING SO FEET SOUTHERL Y OF CENTERLINE PER DEED 2003-20850 (D73). SOUTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP I OB- 7 6-29 (R 7) STA TIONS 79+27. 09 AND 87 +80.48.- THE SOUTH R/W OF CENTRAL OREGON HIGHWA Y, BETWEEN STATIONS 79+27. 09 AND 87 +80. 48, WAS CALCULATED PER ODOT MAP I08-76-29 (R 7) AND DEED TO THE CITY OF BEND 308-7736-93 AS BEING 50 FEET 5OUTHERL Y OF CENTERLINE. SOUTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP I OB- 7 6-29 (R 7) STA TION 87 + 80. 48 TO THE WEST R/W OF DEAN SW/FT ROAD (STA TION 88+06. 72): THE SOUTH R/W OF CENTRAL OREGON HIGHWA Y BETWEEN STA TIONS 87 +80.48 TO 88+06.72 WAS ESTABLISHED AS BEING 50 FEET SOUTHERL Y OF CENTERLINE PER DEEDS 2003-09553 (D7 7), 2003-32849 (DI8), AND 2003-24399 (DI5). THE WEST R/W OF DEAN SWIFTROAD WAS ESTABLISHED BY HOLDING PARTITION PLAT 2006-77 (R35) MONUMENTS 7005 AND 1084, AND DEED 2006-49085 (D22). THE CENTERLINE OF DEAN SWIFT ROAD WAS ESTABLISHED BEING PARALLEL AND 30 FEET EASTERL Y FROM THE PREVIOUSLY ESTABLISHED WEST R/W. EAST R/W OF DEAN SWIFTROAD THE EAST R/W OF DEAN SW/FT ROAD WAS ESTABLISHED AS BEING PARALLEL AND 30 FEET EASTERL Y FROM THE PRE VIOVSL Y ESTABLISHED CENTERLINE. SOUTH R/W OF CENTRAL OREGON HIGHWA Y PER ODOT MAP 7 08- 7 6-29 (R 7) FROM THE EAST R/W DEAN SW/FT ROAD (STA TION 88+ 66.26) TO THE WEST R/W OF PURCELL BL VD. (STA TION 94+S5.09): THE SOUTH R/W OF THE CENTRAL OREGON HIGHWA Y, BETWEEN THE EAST R/W OF DEAN SWIFT ROAD (STA TION 88+66.26) AND THE WEST R/W OF PURCELL BL VD. (STA TION 94+55, 09), WAS ESTABLISHED BEING SO FEET SOUTHERL Y OF THE CENTERLINE, WHICH CONFORMS TO MONUMENT 7 003 AND DEEDS 2003- 7 4887 (D72) AND 293-2746-93 (D4). THE INTERSECT/ON OF THE EAST R/W OF DEAN SWIFT ROAD AND THESOUTH R/W OF CENTRAL OREGON HIGHWA Y WAS ESTABLISHED USING THE GEOMETRY FROM 2006-33887 (D27), BEGINNING ATSTATION 88+66, 50 FEET RIGHT PER DEED 2003-74887 (D72), AND THEN FOLLOWING THE (D27) DA TA ROTA TED TO THE CENTERLINE. THE LAST COURSE WAS INTERSECTED WITH THE EAST R/W OF DEAN SW/FT ROAD. THE WEST R/W LINE OF PURCELL BL VD. WAS ESTABLISHED BY HOLDING PLA T MONUMENTS 7003 AND 7082 FROM PARTITION PLAT 2074-7 (R42). CENTERLINE OF PURCELL BL VD. THE CENTERLINE OF PURCELL BL VD. WAS ESTABLISHED AS BEING PARALLEL AND 40 FEET EASTERL Y OF THE PRE VIOUSL Y ESTABL/SHED WEST R/W. SOUTH R/W OF CENTRAL OREGON HIGHWA Y FROM THE EAST R/W OF PURCELL BL VD. (STA TION A63+ 79.96) TO STA TION A64+70.02 THIS SEC TION OF RI WAS ESTABL/SHED BY DEED TO ODOT 2009-38536 030) AND THE MONUMENTS SET /N CS 7 8227 (R40). MONUMENTS 7 079, 7 584, AND 7 038 WERE HELD, BEING POINTS 3003, 3004, AND 3005 RESPECT/VEL Y PER CS 7 8227 (R40). THE EAST R/W OF PURCELL BL VD. WAS ESTABLISHED A T 30 FEET EAST OF CENTERLINEE, SOUTH R/W OF CENTRAL OREGON HIGHWA Y FROM STA TION A 64+97. 58 TO THE WEST R/W OF WINDY KNOLLS DRIVE (STA TION A68+45.77). THIS SECT/ON OF THE R/W WAS ESTABL/SHED BY THE DEDICA TION TO THE PUBLIC PER PART/TION PLA T 7994- 43. RECORD GEOMETRY PER CS 7207 7 (R 7 4) WAS HELD BEGINNING A T STA TION A64+97.58, HOLDING THE FIRST LEG PARALLEL TO AND SO FEET FROM CENTERLINE, TO THE PT A T STA TION A68+45.77 ON THE WEST R/W OF WINDY KNOLLS DR/ VE. SOUTH R/W OF CENTRAL OREGON HIGHWA Y EAST OF THE EAST R/W OF WINDY KNOLLS DRIVE (STA TION A69+05.35) TO THE WEST R/W OF 27TH STREET A75+56.62: THE EAST R/W OF W/NDYKNOLL5 DRIVE WAS ESTABLISHED, BEING 60 FEET EAST OF THEABOVE DESCRIBED WEST R/W LINE, BY USING THE CURVE DA TA FROM CS 72958 (R23). THEN THEAREA PER DEED 2009-35902 A69+40.34 THE RECORD R/W WIDTH OF SO FEET WAS USED AS WELL AS THE DEED 2009-3 902(D28) AND MONUMENTS 7 035 AND 7 036 SET /N CS 7 8227 (R40). FROM STA TION A77 +99.96 A SO FOOT OFFSET, PER DEED 207 0-07260 (D33), 50UTHERL Y FROM CENTERLINE WA EXTENDED TO IT'S INTERSECT/ON W/TH THE CURVE OF THE WESTERL Y R/W LINE OF ARNOLD MARKET RD., NOW KNOWN AS 27TH ST. TH15 CURVE WAS ESTABLISHED BY HOLDING MONUMENT 7 032, AND THE RECORD CURVE DA TA AND ANGLE FROM THE WEST R/W OF 27TH ST., BEING 40.00 FEET WEST OF THE SEI /4 OF SECT/ON 34 PER MINOR LAND PART/T/ON PP 7993-73 (R72). SOUTH R/W OF CENTRAL OREGON HIGHWA Y EAST OF THE EAST R/W OF 27TH STREET (STA TION A76+43.89) TO STA TION 879+20. 75. WHILE RESEARCHING THIS SECT/ON OF R/W I WAS DISCOVERED THA T A DIFFERENT CENTERL/NE PR/OR TO CS 18227 (R40) WAS UTIL /ZED. BEL OW IS A H15TOR Y OF WHA T WAS DISCO VERED.• • CS 03078 (7 968) HANKINS (R56): THIS SUR VEY APPEARS TO HA VE RETRACED THE SWI /4 SWI /4 SECT/ON 35. THERE ARE OFFSET DISTANCES ALONG THE NORTH LINE OF THIS SURVEY THAT APPEAR TO DELINEATE THE SOUTH R/W OF HWY 20. THERE IS NO NARRATIVE OR RECORD INFORMATION ALONG THIS LINESHOWING HOW THE R/W WAS CALCULATED. DUE TO THE LACK OF R/W MONUMENTS FROM THE ODOT SURVEYS A VAILABLEA T THA T T/ME, ITIS LIKELY THE PHYSICAL LOCATION OF THE HWY WAS USED. HANKINS SET 7/2" IRON P/NSA T THE TRACT CORNERS. THE HWY 20 R/W /N THIS SUR VEY IS SHOWN TO BE 80 FEET WIDE. • CS 7 7 002 (7 992) TYE (R57).• TH15 SUR VEY STA TES THEY USED A 7 922 STA TE HIGHWA Y RIGHT -OF- WA Y MAP FOR THE CENTERLINE OF HWY 20 AND CS 03078 (R56) TO CALCULATE THE SOUTH R/W OF HWY 20. OUR RESEARCH DID NOT FIND AN ODOT MAP DA TED 7922, HOWEVER 48- 7 - 7 7 (R5) DEPICTS THE SAME DA TA REFERENCED ON TYE5 SURVEY. THE SURVEYALSO FOUND AND ACCEPTED A 7/2" IRON ROD A T THE NE CORNER OF TRACT 7 SET BY CS 03078 (R56). THERE IS A CALCULATED DISTANCEALONG THE WEST LINE OF THESWI /4 SWI /4 SECTION 35 OF 7306.32 FEET, WITH A RECORD DISTANCE OF 7306.08 FEET PER CS 03078, AND A TOTAL RECORD DISTANCE 7306.29 FEET PER ODOT MAP 4B- 7 -11 (5), WITH 26.2 FEET OF THA T BEING FROM THE NORTHWEST CORNER OF THE SWI /4 SWI /4 SECTION 35 TO THE CALCULA TED CENTERLINE. THE ET • WY CSRW IN TH15 I2760 (7995)UREEVES (R7R VEY 15 �wTHIS/S A PABE 80RTITION PLAT OF CS 7 7002 (R57) AND A PORTION OF CS 03078 (R56). MONUMENTS FROM CS 03078 (R56) AND CS 7 7 002 (R57) WERE FOUND AND ACCEPTED AS THE SOUTH R/W OF HWY 20. A 70 FOOT R/W DEDICA TION ALONG THE NORTH PROPERTY LINE WAS DONATED TO THE STA TE OF OREGON B Y DEED RECORDED ON NO VEMSER 7 0, 7 994, IN BOOK 358, PA GE 0004 AND NEW MONUMENTS WERE SET AS PART OF THIS R/W DEDICA TION. THE HWY 20 R/W IN THIS SUR VEY IS SHOWN TO BE 80 FEET CS 78048 (2009) MARQUIS (R38): THIS SURVEY WAS COMPLETED TO PRO VIDE A RESOL VED CENTERLINE AND R/W FOR A PORTION OF HWY 20. WITHIN THE NARRA TI VE OF THIS SUR VEYA REFERENCE WAS MADE TO THE MONUMENTS SET PER CS 72760 (R77), AND THE NARRA TIVE INDICA TES THA T THESE MONUMENTS ARE IN ERROR. MARQUIS "VALIDA TED THIS FINDING BY LOCH TING THE SW CORNER OF SECTION 35 AND A COMPARISON OF RECORD DA TA. IT WAS MARQUIS' BELIEF THA T THE MONUMENT POSITIONS CALCULA TED AND SUBSEQUENTL YSET AS DOCUMENTED IN CS 7 7 002 (R57) DO NOT PROVIDE FOR THE FULL 40 FOOT RI WIDTH, WHICH WAS PERPETUA TED BY CS 727 60 (R 7 7). • CS 78227 (207 7) MARQUIS (R40): THIS SURVEY UTILIZED CS 78048 (R38) AND MONUMEN TED THE NEWR/W ACQUISITIONS ALONG HWY 20. THIS SURVEY DOES NOT SHOW THE MONUMENTS PER CS 72 7 60 (R 77), BEING POINTS 7 004- 7 007 PER CS 7 8048 (R38). • CS 7 849 7 (20 7 3) BLAKEL Y (R4 7): THIS SUR VEY WAS COMPL ETED TO REESTABL ISH THE BOUNDARIES OF PARCEL 7 OF CS 72 7 60 (R 7 7). THIS SUR VEY USED THE MONUMENTS THA T WERE SET ALONG THE SOUTH RI OF HWY 20 PER CS 7 8227 (R38), BEING POINTS 30 7 6-30 7 9. THE SUR VEY NARRA TI VE INDICA TES THA T THE MONUMENTS PER CS 727 60 (R 7 7) ALONG THE SOUTH RI WERE FOUND AND "FIT EXCEPTIONALL Y WELL WITH RECORD DA TA AND HELD PER THEIR FOUND POSITION" • CS 78737 (2074) BLAKEL Y (R43): THIS SURVEY WAS A PARTITION OFA PORTION OF PARCEL 7 OF CS 72760 (R77) AND UTILIZED THE EXISTING BOUNDARYAS SHOWN (R47). IN CONCLUSION WE BEL/EVE THA T DISCREPANCY /N THIS AREA BETWEEN SUR VEYS /S A RESUL T OFA LACK OF MONUMENTS TO DEFINE THE R/W /N THE 7968 SURVEY (R56). THE 7968 PHYS/CAL CENTERLINE OF HWY 20 MIGHT NOT MA TCH THE CENTERLINE ESTABL/SHED BY CS 78048 (R38). ALL SURVEYS IN THIS SECT/ON SINCE 7968 HA VE RELIED ON AND PERPETUA TED MONUMENTS FROM THIS SURVEY. IMPROVEMENTS HA VE BEEN CONSTRUCTED AND DEEDS HA VE BEEN WRITTEN BASED ON THESE SURVEYS. THEREFORE, WEARESHOWING THE RI LINE BASED ON MONUMENTS FROM THESE PR/OR SUR VEYS. I T /S UNDERSTOOD THA T ODOT /S DEPICTING A RI OFFSET OF SO FEET ON OD0T DR 11 8-3-22 (R2) AND CS 78048 (R38), AND IT IS THEIR INTENT TO HA VE A SO FOOT RI OFFSET, BUT TO A VOID DISPUTES WITH THE CURRENT PROPERTY OWNERS THIS STRIP OF LAND SHOULD BEACQUIRED BY ODOT. THEREFORE, MONUMENTS 1057, 1049, AND THE RECORD ANGLE A T 1049 PER CS 72 7 60 (R 7 7) WERE HELD FOR THESOUTH R/W LINEAND DEED 358-0004 (D6). SOUTH R/W OF CENTRAL OREGON HIGHWA Y BETWEEN STA TIONS B79+20.75 AND THE NORTHWEST CORNER OF LOT 79 TANAGER V/LLAGESTATION B86+73.89. THE RI WAS ESTABL/SHED BY HOLDING THE IN OF A L/NE BETWEEN MONUMENTS 7 047 ANO 7 048 WITH A SO FOOT OFFSET FROM CENTERLINE. MONUMENT 7 047 WAS HELD AND THE DEED (D29) STA TION AND OFFSET OF 79+95. 00, 75. 00 FEET RIGHT, MONUMENT 7 067 WAS SET /N (R47) ON THE EAST LINE OF PARCEL 2 OF PART/TION PLAT NO. 2 0 7 4 - 7 8 (R43). THE R/WANGLEPOINTAT STATION 880+72.94WASESTABL/SHED BY HOLDING THE INTERSECTION OF THE L /NE BETWEEN THE CA L CULA TED ANGL E POINT A T STA TION 879+ 95.00 AND MONUMENT 7 045 WITH A 50 FOOT OFFSET FROM CENTERLINE. MONUMENTS 7 044, 4042, 7 043 AND 7078 WEREALSO HELD. THE R/W ANGLE POINT A T STAT/ON 883+67.97 WAS ESTABLISHED BY HOLDING THE INTERSECT/ON OFA L/NE BETWEEN MONUMENTS 7 078 AND 7 079 WITH A SO FOOT OFFSET FROM CENTERLINE. FROM STATION 883+67.97 EAST TO THE PLAT OF TANAGER VILLAGE (R36) A 50 FOOT OFFSET FROM CENTERLINE WAS HELD. SOUTH R/W OF CENTRAL OREGON HIGHWA Y BETWEEN THE NORTH CORNER OF LOT 79 TANAGER VILLAGE STA TION 886+73. 89 AND THE NE CORNER OF LOT 26 PER SAID PLA T, STA TION 890+94.56. THE R/W WAS ESTABLISHED HOLDING A 50 FOOT OFFSET FROM CENTERLINE. THIS OFFSET FITS WELL WITH THE PLAT MONUMENTS OF TANAGER VILLAGE (R36). THIS PLAT USED CS 14900 (R54) TO ESTABLISH THE CENTERLINE AND FITS WELL WITH THE NORTH R/W. � REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 RENEWS: 12-31-2024 Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM CS'ftz>>ss= SE 1 /4 SECTION 34 T17S Ill 2E WM SW 1 /4 SECTION 34 Tl 7S HUTESCOUNTYSUR�/E�f�� R12E WM ERLLE198n. SW 1 /4 SECTION 35 T1 7S Rl 2E WM 04 zti BASIS OF COORD/NA TES THE COORD/NA TES AND BEARINGS ARE NAD83(2011) EPOCH 2O 7 0. 00 USING THE OREGON REAL - TIME GPS NETWORK (ORGN). COORD/NA TES ARE PROJECTED USING THE OREGON COORD/NA TE REFERENCE SYSTEM (OCRS) BEND-REDMOND-PRINEVILLE ZONE, INTERNATIONAL FEET WHERE GRID COORDINATES CLOSEL Y MA TCH GROUND DISTANCES. THE BASIS OF BEARINGS /S 585 °42'03 "E, S 180. 67 FEET BETWEEN SET GPS POINTS 3 AND 24. HORIZONTAL CONTROL THE CONTROL FOR THIS SURVEY WAS ESTABL/SHED BY USING THE OREGON REAL - TIME CPS NETWORK (ORGN). LEGEND SET GPS STATION LINE OF OBSERVATION BASIS OF BEAR/NC S85 °42'O,3 ,� 5780, 67' 7 12 Zq 14 18 g 9 } 1 10 3 17 19 21 7t4 23 22 15 16 20 CONTROL NETWORK SCHEMATIC NOT TO SCALE SET CONTROL TABLE PT. NUMBER NORTHING EASTING DATE SET DESCRIPTION 1 203589.00 255887.91 5/24/2022 MAG NAIL 2 203649.61 255738.53 5/24/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 3 203553.28 255737.22 5/24/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 4 203780.23 255324.78 5/24/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 5 203863.27 255240.80 5/24/2022 MAG NAIL 6 203866.41 2551 18.78 5/24/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 7 203514.17 256837.20 5/25/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 8 203420.65 25681 5.43 5/25/2022 MAG NAIL 9 203422.35 256977.43 5/25/2022 MAG NAIL 10 203422.14 257659.10 5/31 /2022 MAG NAIL 11 203422.29 257422.35 5/31 /2022 MAG NAIL 12 203509.69 257451.59 5/31 /2022 MAG NAIL 13 203485.65 258972.72 5/31 /2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 14 203497.61 258730.53 5/31 /2022 MAG NAIL 15 203406.72 258712.02 5/31 /2022 MAG NAIL 16 203396.29 259608.65 6/2/2022 MAG/WASHER "PARAMETRIX" 17 203481.40 259400.28 6/2/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 18 203549.97 259523.64 6/2/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 19 203474.50 260107.36 6/2/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 20 203394.49 260130.33 6/2/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 21 203478.06 260284.81 5/31 /2022 MAG/WASHER "PARAMETRIX" 22 203412.60 258225.31 8/17/2022 MAG NAIL 23 203403.96 258100.65 8/17/2022 MAG NAIL 24 20351 1.66 258105.97 8/17/2022 MAG NAIL REGISTERED PROFESSIONAL LAND SURVEYOR �mmlll� OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 Parametrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM CS 2 1 166 RENEWS:12-31-2024 C� LEGEND RECORD DATA PER REFERENCE DOCUMENT FOUND MONUMENT NOTED IN TABLE RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE HISTORIC PROPERTY/RW LINES FALSE CALL PER ODOT REFERENCE USED TO CALCULATE RW SW 1 /4 SECTION 34 T1 7S RI 2E WM CS = COUNTY SURVEY ROD FOUND MONUMENTS TABLE YPC = YOELLOW PLASTIC CAP PT. NUMBER NORTHING EASTING C.O. STATION OFFSET DATE DESCRIPTION 1204 203998.02 254970.47 68+00.08 65.22' LT 6/23/2022 5/8" IR WITH YPC "HWA" FLUSH, UNKNOWN ORIGIN 1205 204000.16 254965.39 67+94.93 65.22' LT 6/23/2022 5/8" IR WITH YPC "HWA" FLUSH, UNKNOWN ORIGIN v o � D��E R �Ss7°o12r, 2"E 58 0 0 rn �� N O �- O 0 M rn N 1095 SW CORNER SECTION 34 3" BRASS CAP DOWN 0.2 5' MARKED AS SHOWN N=202153.89 E=253594.71 3/14/2023 �,H PAC�Fc, (JC.RR 1 747 I Tj ]S T18S 50 25 0 50 FEET 33 34 R12E 4 3 R12E LS 2825 / 2006 w v 0 rn allw _ tr o SN \GO P N\A v 1 � PARCEL 2 PPftLE`(1451 p O p0 I p8) EE) 4647 ( p 6 2 002, O" "C.. 700,00r1 C.R. r z = 954.93 = 194010 if T = 165.54 (6° C. R.„ a - 1940r 10 T = 165.54' R 1 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 EMUDDESCHUTESCOUMSURVEYOIR °q z7 z°z; BY: l 's Ln H W ---- W LA W W V) w z u ri 0 w Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM N cn am CS -2 1 16 6 - RENEWS:12-31-2024 N 50 25 0 50 FEET pOT 10) 1015 $ tp , 0�0 .?31 A 2002 I- +Lu Lu 5 SW 1 /4 SECTION 34 Tl 7S R12E WM SE 1 /4 SECTION 34 T1 7S R12E WM 0 T%v\5:> o O , „ C.L. O � °08 41 00S) RIW 04 ,39` D _ 82 , O p R- 13 '19` 1 Q Q_1026 W n (R = 1382•391 T z:::1 .28, 10°59 1 4► FRC DC � L-26 4.73, Q V _ CH 'S4 6"E CALC R 19) v No $ CH g - 504 °08,41 „ CL v + o PER G13) R = 13,9 391 10059 t4i w o N 11964 T- 1 ;AS w w Q n FROM = (N 67° 21 ' W 207.42' R 7 9) _ v �11�08 —— N67°22'46"W 206.99` — _._ — — _ _ — W— oo —''B - -(0tl 109 ___ o W 1090 (R13) ,�P,'' a� Cp,T 10 UBI.IC� �o V) — 96 7��, ._0P3 v OT 1p' pE -f1g6� ( _ _ -_ __-- W ppO g 0 00 91-------- R�5------------ z TO 613 0 ,659--------- PE J ---------------EEp ,6------pEE OZ 10-2002 20 _ w oo �u U (US HWY 20�w � TRAL OREGON HIGHWAY o o CEN / z ----- ��0-------------- / J — ---- opo'p9) p-f0 �65 t pEE .11 2002 M 0 EMEN gENp Ep,S OF tp?) ti RI GIB 6.9$ ToE ,1 42 N TO RZ$) 513 P-fIO 102 t ol) C5Ir 1 � PER z,p'p' LEGEND RECORD DATA PER REFERENCE DOCUMENT MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE SET G PS STATI O N RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE HISTORIC PROPERTY/RW LINES HISTORIC CENTERLINE 0 (567020'49 "E R 7) (567°21 T R4, R5) (56707 ST R3) S67022'01 "E 1200 IN TO + pOT 13) 341.21 ' M ENT p ° "E 766.75' M EN rn - f0 5 (j / (34 7.35R34) ' S67 20 7 9 5E F B 7) Ep 0 $ (567°20'27 "E, 766.75" R28) ��,� 0 $ tp G pE �3-j / R� G 26'9 �gt,I 20/ 3-1 � THE P tR2$) 28) 51 .f0 4, 02 �1�2 (R f►0 G51 EpJGP PER PER p RI 0 o� 0� 0� 0 JQ GEC 1 PpR DESCHU'TES COUNT, Y SURVEYOR Ft—_�,;L.71z3 B vwo! a C.,� I inS FOUND MONUMENTS TABLE i p�• N��� I �5�� 1 i � P i i CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP PT. NUMBER NORTHING EASTING C.O. STATION OFFSET DATE DESCRIPTION 1000 203833.84 255065.75 69+49.62 50.12' RT 5/24/2022 5/8" IR WITH SMASHED YPC DOWN 0.81, CS 14102 R28 1087 203707.47 25S644.97 75+32.87 5 6.15' LT 6/9/2022 1 /2" IR UP 0.3, UNKNOWN ORIGIN 1090 203697.78 255641.92 75+33.78 46.02' LT 2/21 /2023 1 /2" IR DOWN 1.0', CS 03058 R9 1091 203707.33 255645.01 7S+32.96 56.03' LT 2/21 /2023 5/8" IR FLUSH, CS 11964 RI 1200 203702.38 255380.62 72+90.84 50.29' RT 6/9/2022 1 " BRASS DISK "D.E.A. INC." FLUSH, CS 16600 R34 1575 203656.54 255854.96 77+47.64 89.80' LT 6/8/2022 S/8" IR BENT UNDER PVC LOCATED APPROX P.O.E., CS 12349 R19 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 Parametrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM PLANS PREPARED FOR OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT SURVEY US 126, US 97, US 20 SISTERS -BEND CURB RAMPS CENTRAL OREGON HIGHWAY, NO. 7 US HWY 20 DESCHUTES COUNTY ODOT REGION 4 63055 NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442 AUGUST 1, 2023 SCALE: 1 "= 5 0' SHEET 5 OF 10 RENEWS: 12-31-2024 p G°\ G31117 8 R//UZ 1089 (4 = 22° , T=L 4° z _ 4 °R32 42 ,R4RS) oto 'C O „ 7 0� o Oppp„CL, R= ,� �32 4 = 39, ZZo �w SE 1 /4 SECTION 34 T17S Rl 2E WM DESCHUTES COUNTY SURVEYOR SW 1 /4 SECTION 34 T17S R12E WM FiLF.Q 29a z3 sy.collin-s Fol FOUND MONUMENTS TABLE CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP PT. NUMBER NORTHING EASTING C.O. STATION OFFSET DATE DESCRIPTION 1001 203519.33 256881.85 88+20.57 51.1 1' LT 5/25/2022 1 /2" IR WITH YPC ILLEGIBLE FLUSH, CS 13389 R24 1005 203418.31 256866.87 88+06.12 49.98' RT 5/25/2022 1" BRASS CAP "DEA INC" FLUSH, CS 17103 R35 1006 203418.28 256871.86 88+1 1.1 1 49.99' RT 5/25/2022 1" BRASS CAP "DEA CONTROL" FLUSH, CS 17103 R35 1007 203418.96 256719.63 86+58.87 50.1 1' RT 5/25/2022 5/8" IR WITH YPC "DEA INC" DOWN 0.1, CS 17103 R35 1084 203280.47 256867.48 N/A N/A 6/9/2022 5/8" IR WITH YPC "DEA INC" DOWN 1.0', CS 17103 R35 1089 203688.94 256236.46 N/A N/A 212112023 1 /2" IP WITH YPC "POVEY ASSOC", CS 19385 R44 1203 203519.07 256921.84 88+60.56 51.06' LT 6/23/2022 5/8" IR WITH YPC DOWN 0.04 IN CONC, CS 19385 R44 1590 203427.48 256963.42 89+02.62 40.31' RT 6/9/2022 1 1 /8" COPPER PLUG "ODOT 210" FLUSH, RECORD NOT FOUND CA 384� „C T = 28 O 0� a _ 1382.39Lin M O _ L=749 ,�� �� �9 W CH = 14.83, o o ti W \ \ iPp� 8 O Cy B = 58126 9 ER � o� 04 08 V,7 " 1-9) Ui \�\O 4= >>38z391 w W 10' DED/CA T/ON TO _ T = 74 gg. (N 89 ° 11 ' 05" W 499.80' RZS) ,III l PARCEL 7 THE PUBLIC -� r`, y (N 89 17 OS W 499.87' R44) v) PER CS 77964 (R73) p N89071 'OZ "W 499.72' W CL PER CS 7 7 964 (R 7 3) (S89 040'49'E R 7) _ (S89.47 T R4, R5) ----- --_ CL PER CS 73467 (R25) (N90°OOER3) U _ APPROX. N E 1 /4 SW 1 /4 SECTION 34 - J ----- - -- -- -- -- _- -- -- ------------------------------------- S89042101 E Q -- -- -- ------------------ _ -APPROX. SE1 /4 SW1 /4 SECTION 34 ----_ �� CENTRAL OREGON HIGHWAY ( G H Y (US HWY 2 0) �o DEED TO THE CITY OF BEND 306- 7 736-93 50' R/W L/NE ASS SHOWN ON DRG 7 OB- 7 6-29 (R 7) o oo DEED TO ODOT R/W PER DON 7 2003-32849 (D78) CARLOSACRES (R7 7) 2 o DOS] L (00 +� ti m DEED TO ODOTC�aG 2003-09553 (D 11) /� n .� N ' z O W V) z O x O O U oC CL w N ce W v) Q � a LEGEND () RECORD DATA PER DETAIL REFERENCE DOCUMENT 1 't=1 O, M MEASURED DISTANCE o - DEED TO ODOT � BETWEEN MONUMENTS o po 2003-74887 (D72) O O FOUND MONUMENT 2 `^' - 22_82'HELD (D21) NOTED IN TABLE DEED TO N35°49'29E 5. - SET GPS STATION CITY OF BEND 2006-381 / 1)' <N35°30'71'ES.ZI'OZI) r 5 „14.6(��� � RIGHT-OF-WAY � +- 21) ° ,44E.65 N ,04'06„E14 ►�N� rn UNRESOLVED O o RW/PROPERTY LINE o, N36035'72'E 8.88' - - - - - - HISTORIC PROPERTY/RW (N36°7638 T 9.07'D27) LINES Ch 4 : °+ HISTORIC CENTERLINE �- I PARCEL 2 R/W PER CS 73467 (R2S) 7 0' DEDICATION TO THE PUBLIC PER CS 13461 (R25) (N89 37 00 W, 785. 00 R24,R44) 1 1203 (593.00 R25, R44) N89 37 05 W 184.98 1001 593.07' M W 7 40, 00' M LLJ - - - - - - - ---(R24, R25, R44)---- ---- (747.15' R35) - - 7 47.24' M- - - 1007 ul Lu 34 W� APPROX. SW1 /4 SE1 /4 SECTION 34 W (5.001 R35) J - 8-- 4.99 M -159� -'*� ---- 1006 I _ 9 U 30; / DEED TO ODOT 1- � 7 30, 2003-14887 (D 72) Q DEED TO ODOT � p j (25' R11 2003 24399 (D75) W ) C)o P 1p 2000- D � PARCEL 2 APPROX. NW1 /4 SE1 /4 SECTION ti z I ti SEE DETAIL 0 M I ,, DEED TO CITY OF BEND `" W ti 2006-33881 (D21) -� Clo PARCEL 7 o I (25' (25' 14 R77) R11) DEED TO Cl TY OF BEND 30' 30' 1 2006 49085 (D22) . 084 Z� AGG�3Lo00 -0 Parametrix o N b�� �� LF ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 1591 i N.203094.73 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 2995 E. 256928.25 P 503.233.2400 M 5/8" REBAR WITH YPC "SCE&S" DOWN 0.1' WWW.PARAMETRIX.COM I I CS 20428 R46 SO 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 CSz ��1ss RENEWS:12-31-2024 FOUND MONUMENTS TABLE CS = COUNTY SURVEY IR = IRON ROD IP = IRON PIPE YPC = YELLOW PLASTIC CAP PT. NUMBER NORTHING EASTING C.O. STATIONOFFSET DATE DESCRIPTION 1002 203506.95 257448.26 93+87.04 41.70' LT 5/25/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 18227 R40 1003 203414.90 25751 5.83 94+55.09 50.00' RT 5/25/2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 18644 R42 1004 203424.46 257447.83 93+87.04 40.80' RT 5/25/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 18227 R40 1008 203414.89 257525.95 94+65.21 49.95' RT 5/31 /2022 5/8" IR WITH YPC ILLEGIBLE FLUSH, CS 18264 R39 1011 20351 5.09 257514.89 94+53.63 50.18' LT 5/31 /2022 3/4" IP WITH YPC ILLEGIBLE FLUSH, CS 19385 R44 1038 203417.85 257771.40 A 64+91.42 43.72' RT 6/2/2022 5/8" IR WITH YPC "ODOT R/W" UP 0.3', CS 18227 R40 1058 203513.75 257624.85 A 63+43.53 50.10' LT 6/8/2022 5/8" IR WITH YPC "SCE&S" DOWN 0.3, CS 12138 R1 5 1059 203750.93 257512.24 N/A N/A 6/8/2022 1 /2" IP WITH YPC "POVEY & ASSOC" FLUSH, CS 19385 R44 1 079 203421.53 257599.98 A 63+19.96 42.47' RT 6/9/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1080 203417.37 257585.94 A 63+05.99 46.82' RT 6/9/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1082 203226.47 25751 7.67 N/A N/A 6/9/2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 18644 R42 1083 203226.60 257527.76 N/A N/A 6/9/2022 5/8" IR WITH YPC "SCE&S" DOWN 0.1', CS 18264 R39 1 583 203424.09 257656.53 A 63+76.47 39.10' RT 6/9/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 18227 R40 1 584 203419.40 257750.02 A 64+70.02 42.47' RT 6/9/2022 5/8" IR WITH YPC "ODOT R/W" DOWN 0.2', CS 18227 R40 1 586 203427.40 257477.96 94+17.1 5 37.70' RT 6/9/2022 1 1 /8" COPPER PLUG "ODOT 212" FLUSH, UNKNOWN ORIGIN 7 O' DEDICA TION TO THE PUBLIC PER CS 73467 (R25) l0 I.- (N89 °37'00 "W 593.00' R25, R44) W I N89 °3657"W, 593.07' M W O N W � APPROX. NW1 /4SE1 /4 SECTION 34 1- W-APPROX. SW1 /4SE1 /4 SECTION 34 z 017 �o Q DEED TO ODOT 4 5 2003-74887 (D72) M LEGEND RECORD DATA PER REFERENCE DOCUMENT MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE SET G PS STATI O N RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE - - - - - - HISTORIC PROPERTY/RW LINES DEDICA TION TO THE CITY OF BEND 308- 7739-93 (D5) (S89 °40'49 "E R I) (S89 °4 7 'E R4, R5, R6) (N90 °00'E R3) S89 °42'0 7 "E- R/W PER DON CARLOS ACRES (R 11)� SE 1 /4 SECTION 34 T17S R12E WM PARCEL 2 70072 W I V Y Ln I � ry) M I -zl,zl Ig o W0I Z�IZ�I ■ xw�xwl Q IQ I I I J m 1 J I w U w (40' R25) 12 - - - O I --589042'07'E- 101 CENTRAL OREGON HIGHWAY (US H V V i 2 O) o (10. 00' R4 DEED TO CITY OF BEND 293-2 7 46-93 (D4) 50 25 0 50 FEET rel 1004 �1586 70.72'M 11�-- -- 1008 1003 40' (R42) W I PARCEL 7 Q 0 Ww 1 � 1 DEDICA TION TO THE PUBLIC PER PP 207 4- 7 (R42) (7 0. 00' R42) 70.70'M 1082 I I I 11083 O 40' (R42) DEDICA TION TO THE CITY OF BEND BK. 308, PC. 7 739, 7993 LOOV0 3 QUID 1 7 4 9 cT11-1� [F©�UK I DEDICATION TO THE CITY OF BEND 308- 7 739-93 (D5) I DEED TO ODOT 2070-07260 j (D33) Iti � 1 w L = 735°43'04" / / - 135°43'04" R22) (40' R I5�1 w o� (397.06' R22) 1 I ' 397.79' M (2� 397.06' HELD 1058 O SE1/16 titi� EC.34 w APPROX. NE1 /4SE1 /4 SECTION 34 -s8907727'E APPROX. SE1 /4SE1 /4 SECTION 34 _ 2) . ,Q z- 1079 30' r08O (R39) Xrzo a w� w + ►v eo �o W rnrn �u rn W M M :� M z - - 10 DEED TO ODOT 2009-38536 (D30) 1584 1038--------- 0 0 242.56' O o� (S860 I8'38'E, ti ti 242.56' R74) PARCEL 7 S89°7 7 27 "E, 77.09' (S89 °I O'20'T, 77. 09' R 7 4) pop o4 a 0 0 ggk REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 00 W W o W - W Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM RENEWS: 12-31-2024 SE 1 /4 SECTION 34 T1 7S R12E WM DEDICATION TO THE CITY OF BEND 308- 7 739-93 05) DEED TO ODOT 207 0-07260 (D33) (397.06' R22) 397 79' M (7 87.73'R22) 397.06' HFL D 1010 7 R7 SF' Alf r�W M . iNhNF�F1�lr�nu�u�ai -r PKITRDI r1RGr.r)KI WiruIA/AV 11 is WIA/V In1- DEED TO ODOT ti 2009-35902 (D28) (S8607838"E, 242.56R14)---------�--- S86079'40E", 242.561 10780 w 23 0 1067 DEDICATION TO THE PURL IC PER C5 7207 7 (R74)11 w 01077 W k, + to H 0 L L�� O 0 60' Z FOUND MONUMENTS TABLE (7 63.25' R22) 79:7 77' AA (N90'00'E R3) (589°72T R4, R5) - (S88040'3 7 "F R2) (N89047 T R6) 7 63042'08" C. R. R = 35.00' A = 265327" T = 8.37' DEDICATION TO THE CITY OF BEND 308- 7739-93 (D7) APPROX. NEI /4SE1 /4 SECTION 34 o ° o •oa o - - - - -(3013 R40r --(3014g4DI , f%3A J DEED TO ODOT 2009-35902 028) *V (00"s 6% CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP PT. NUMBER NORTHING EASTING C.O. STATIONOFFSET OFFSET PER R38 DATE DESCRIPTION 1010 203508.06 258022.00 A 67+40.72 50.02' LT N/A 5/31 /2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 12785 R22 1012 203500.53 258545.23 A 72+64.00 49.90' LT N/A 6/l /2022 5/8" IR WITH YPC "SCE&S" DOWN 0.5', CS 12785 R22 1033 203399.45 258624.27 A 73+44.46 50.05' RT N/A 6/2/2022 5/8" IR FLUSH, CS 11397 RI 2 1034 203401.55 258479.81 A 71 +99.98 49.99' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1035 203395.81 258464.56 A 71 +84.82 55.94' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" UP 0.1', CS 18227 R40 1036 203396.51 258414.63 A 71 +34.88 55.95' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1037 203402.70 258397.76 A 71 +17.93 50.00' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" DOWN 0.1', CS 18227 R40 1074 203385.67 258194.56 A 69+14.99 69.91' RT N/A 6/9/2022 5/8" IR WITH YPC "ODOT R/W" DOWN 0.1', CS 18227 R40 1075 203402.29 25821 3.71 A 69+33.90 53.02' RT N/A 6/9/2022 5/8" IR WITH YPC "ODOT R/W" DOWN 0.1', CS 18227 R40 1076 203385.77 258187.86 A 69+08.29 69.90' RT N/A 6/9/2022 5/8" IR WITH YPC "ODOT R/W" DOWN 0.1', CS 18227 R40 1077 203352.58 258136.21 A 68+57.1 1 103.82' RT N/A 6/9/2022 1 1 /8" COPPER PLUG "ODOT 29" FLUSH, RECORD NOT FOUND 1078 203407.30 258084.50 A 68+04.64 49.83' RT N/A 6/9/2022 1 1 /8" COPPER PLUG "ODOT 1 5" FLUSH, RECORD NOT FOUND 1086 203502.99 258372.75 A 70+91.50 49.93' LT 49.91' LT 6/9/2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 12138 RI 1 573 203505.30 258209.54 A 69+28.28 49.93' LT S0.03' LT 6/8/2022 5/8" IR WITH LOOSE YPC "SCE&S" DOWN 0.1', CS 12785 R22 4, 50 25 0 50 FEET a1 W "�0 W im iAW IJ -- 1033 ----I u Q I� D TO CITY OF BEND 242- 7 748 02) DEED TO ODOT 2070-07260 (D33) REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 LEGEND () RECORD DATA PER REFERENCE DOCUMENT MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE SET G PS STATION RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE - - - - - - HISTORIC PROPERTY/RW LINES DESCHUTES COUNTY SURVEYOR F9 - 9 Z`1 '023 Y` v i Parametrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM PLANS PREPARED FOR OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT SURVEY US 126, US 97, US 20 SISTERS -BEND CURB RAMPS CENTRAL OREGON HIGHWAY, NO. 17 US HWY 20 DESCHUTES COUNTY ODOT REGION 4 63055 NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442 AUGUST 1, 2023 SCALE: 1 "= 5 0' SHEET 8 OF 10 v" 2 1 16 RENEWS:12-31-2024 APPROX. NE1 /4 SECTION 34 APPROX. SE1 /4 SECTION 34 FORUM DRIVE PARCEL 7 (75' CALC R15, R53) 1056 75.00 pp nq APPROX. NW1 /4 SECTION 35 APPROX. SW1 /4 SECTION 35 1056 5 /8" IR WITH YPC "SCE&S" DOWN 0.3' 6/22/2022 CS 12138 RI N. 204728.61 E. 285775.96 N 50.05M 1057 p` q 50'HELD 1057 O (R2 7) ( 5/8" 1R WITH YPC "SCE&S" O I DOWN 0.3' 6/8/2022 � I 0 6 0 � � CS 12472 M ZF• 203759.92 q. M X 258916.99 n) . �o DCLn d' - n, 00 lz�<�rn r- V M '2 (NO2 0397"E, 20. 03' �O I Q w Lu 0" a (w v D20) Z v) Z DED/CA T/ON 308- 7 739-93 (DS) 49.94 M� 15 71 --- d = 77°02'02" 2303748C.L � L = 72.39" R = 243.50 CH = 72.73' d = 770206„ ko M rr N h CH B = N7 7 07 0'28 "E D20) T - 36.47 � o0 oM (R= 78. 50' 72 °59'7 8" C. L. ' 6 d = 47039'25" d 47 78.50" I �� �, �. I �' L = 65.29' CH L = 63. 43' T = 34. 67' M M r ° all w CH B= a 11 "E I h o 50' HELD a N4303 7'11 � D20) + 00 00 0 WIDTH Z O Z (R27) 49.81 M o� 1013 °0 O / VARIES �- �- LLI o O, i DED/CA T/ON TO, THE CITY o0 W 41_84 OF BEND 2004-68958 (D20) _ - - - 14 (41.84 D20) 01572 q� A---- -- S1/16-o---- �`ti SE COR. SEC. 34,-,A W o-w-o- LOT 6� SEC. 3 5- -� Ln 100 „ 26.72' UJI S8907 7 21 E (26.2 R5, R57) z M n SE 1 /4 SECTION 34 Tl 7S Rl 2E WM SW 1 /4 SECTION 35 T17S Rl 2E WM LEGEND RECORD DATA PER REFERENCE DOCUMENT MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE SET GPS STATION RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE - - - - - - HISTORIC PROPERTY/RW LINES ----------- RWLINE PER ODOT CS 1 8048(R38) DED/CA T/ON TO THE PUBLIC PER "CROSSROADS CENTER" (R2 7) DEED TO ODOT 2070- _ 07260 (D33) (545°5532 "E, 45. 7 7 'R2 7) 54505636"E, 45.09' (58907 076'E, 48.28' R27) 589 07 7 2 7 "E, 48. 28' a v + o °0 0000 DED/CA T/ON '0 0 358-0004-94 w w (D6) -ztio tiff -- 15 � -� --- - -- 1051 o-------- a 1. + M o 50 f + 1054 w '2. rn h N Sz�I•�O O-, 0h PARCEL 2 1032 40' R/W PER ARNOLD MARKET RD. Qp PER COMM15IONERJOURNAL DA TEDJUNE 29, 7928 + Q DEED TO ODOT , 2070-07260 (D33) DED/CA T/ON 242- 7 750-9 7 (D3) 1055 34 35 3 2 a .Q W w 44. et, 5 E TE RW PER "CROSSROADS CENTER" (R2 7) FOUND MONUMENTS TABLE CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP PT. NUMBER NORTHING EASTING C.O. STATIONOFFSET OFFSET PER R3 DATE DESCRIPTION 1013 203526.12 258920.60 A 76+38.97 80.81' LT N/A 6/l /2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 12472 R21 2008 POST MON 1014 203492.62 2591 71.93 B 76+43.55 49.83' LT 49.85' LT 6/l /2022 5/8" IR WITH YPC "SCE&S" DOWN 0.2, CS 12472 R21 2008 POST MON 1015 203494.32 259296.81 B 77+68.42 52.55' LT N/A 6/2/2022 5/8" IR WITH YPC ILLEGIBLE FLUSH, CS 13845 R49 1016 203489.60 259493.75 B 79+65.38 49.43' LT 49.42' LT 6/2/2022 5/8" IR WITH YPC ILLEGIBLE FLUSH, CS 12472 1121 2008 POST MON 1017 203508.79 259537.71 B 80+09.19 68.98' LT N/A 6/2/2022 5/8" IR WITH YPC ILLEGIBLE DOWN 0.61, CS 18227 R40 1031 203489.65 259538.63 B 80+10.27 49.85' LT 49.96' LT 6/2/2022 5/8" IR DOWN 0.8' BENT SOUTHEAST LOCATED AT BASE, CS 15935 R50 1032 203281.79 258834.79 A 75+56.62 164.72' R N/A 6/2/2022 5/8" IR DOWN 0.5' BENT SOUTHEAST LOCATED AT BASE, CS 11397 R12 1045 203389.76 259540.47 B 80+12.92 50.02' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1046 203365.39 259473.48 B 79+46.12 74.94' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1047 203390.12 259448.31 B 79+20.75 50.42' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1048 203393.49 259448.61 B 79+21.03 47.05' RT N/A 6/2/2022 5/8" IR WITH YPC "SCE&S", CS 18491 R41 1049 203396.07 259171.16 B 76+43.57 46.72' RT 46.68' RT 6/2/2022 5/8" IR WITH YPC "WH PACIFIC" DOWN 0.4', CS 12160 R1 7 1050 203396.64 259130.95 B 76+03.35 46.48' RT 46.5V RT 6/2/2022 5/8" IR WITH DESTROYED YPC DOWN 0.2', CS 12160 R17 1051 203398.37 258999.29 A 77+19.46 45.82' RT 45.71' RT 6/2/2022 5/8" IR WITH YPC "WH PACIFIC" DOWN 0.6', CS 12160 Rl 7 1054 203371.49 258923.41 A 76+43.97 73.78' RT N/A 6/3/2022 5/8" IR WITH YPC "WH PACIFIC" DOWN 0.8', CS 12160 R1 7 1066 203389.96 259521.28 B 79+93.73 49.98' RT N/A 6/8/2022 PK NAIL WITH WASHER "HWA", CS 16485 R33 1067 203364.92 259521.74 B 79+94.39 75.02' RT N/A 6/8/2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 18491 R41 1569 203490.46 259452.39 B 79+24.02 49.96' LT N/A 6/8/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 18227 R40 1 570 203509.35 259466.47 B 79+37.95 68.96' LT N/A 6/8/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 18227 R40 1 571 203621.11 258919.16 N/A N/A N/A 6/8/2022 5/8" IR DOWN 0.1', CS 12472 R21 1 572 203488.39 258831.41 A 75+50.33 41.8V LT N/A 6/8/2022 1 1 /8" COPPER PLUG "ODOT CONTROL 103" FLUSH, CS 18227 R40 DESCHUTES COUNTY SURD/ 4 �11�1- q":Zl� i FILED Of Z o23 UY: � � O z , aG�3QOO �M[�I�aD 9 w� � COMMON m a 1p H A a 1� vs ADa ' �f 7 9 �U 9 uou 9 ' DEDICATION TO THE PUBLIC PER " 3 ko w o o , [I� DD W 0 CROSSROADS CENTER (R2 7) ti �' v 18 0 .._ DEED TO ODOT Z010-01260 (D33) % (30, 1 ; o (3022 DEDICATION I-- (589 ° 2716 E, 492.30 R21) ' °) (3020 R40) 1 5 0 R40) ^, TO ODOT po 1017 ti 2009-34568 Lu = ° R40) (D27) S89 2819 E, 492.30 HELD 1015 _ -1014 -O - - <s89°01 - ERZ) APPROX. NWl 4SW1 4 SECTION 35 (S89°29T R5)- l l - (589°s3'ER6) APPROX. SW1 /4SW1 /4 SECTION 35 I S89 32 03 E CENTRAL OREGON wow HIGHWAY (US HWY 20) 1072 (131.78' R 17) - - - (40.25' R77) 73 7.66' M 40. Z2' M" ---- S89073'53'E------- ---- -1050---- - (S89°05'45'E R77) RW PER CS 18048 (R38) AND 778-3-22 W) 1055 SW CORNER SECTION 35 3 1 /4" BRASS CAP DOWN 0.5' MARKED AS SHOWN 6/29/2022 OCRR 1831 N. 202165.84 E. 258893.09 CA COS c�5 2007 � T7 7S Ill 2E � 34 35 3 2 T18S Ill 2E J' 4239ORS OF�C. 441 v z = 779044 25" _ (L = 7 79 °44'25" R77) (58902720"ER77) (589°27 20 "E, 277.40' R43) + S89029 28'E 277, 33' 1569 �'---�' O V) _-� --�- 1016 ---- O 1031 o--------- W w TO ODO T o o �' WDEDICATION 2009-33937 (D26) `� v a o o z J �o(5) moo �o ti� do U o�wtio�� �o�o ---------�'v-- `�'1048- - 1049------------------------ !Nj 1047 ------------------ (3016 10660 1045 00 DEED TO ODOT RW PER CS 18048 (R38) AND R40) , (3019 358 0004 94 (D6) 178-3-22 (R2) 046 o (301 R40) I _ PARCEL 1 DEED TO ODOT 2009-39346 (D37) O � O v N 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 R40) 1067 O (3018 + ti R40) oo + DEED TO ODO T 2009- 38527 (D29) O Para m etrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM CS z>>ssv RENEWS:12-31-2024 SW 1 /4 SECTION 35 T17S R12E WM LEGEND () RECORD DATA PER REFERENCE DOCUMENT M MEASURED DISTANCE BETWEEN MONUMENTS O FOUND MONUMENT NOTED IN TABLE SET GPS STATION RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE - - - - - - HISTORIC PROPERTY/RW LINES ...................... FALSE CALL PER ODOT REFERENCE USED TO CALCULATE RW 7 DEDICATION TO THE PUBLIC PER ':4RROWHEAD PHASES /, //, l//AND /V" (R32) AIRIRO�HIEAID 9 Z IP H A S'� 3 0 9 H � 9 3 1 9 Q HoHD DM w� uj N DEDICATION TO Z I I THE PUBLIC 2008- 0I 7 7 460 (D24) �- Q ti� 0 + � Ow � tio� r I �� o 00 DEDICATION TO THE PUBLIC Ch 60' v PER 'ARROWHEAD PHASES /, (Rso) `O o DEED TO ODOT //, ///AND /V (R32), DEED TO (200 5.42'R32 M) I (3029 0_2009-43907 (D32) ODOT 2070 01260 (D33) 1040 205.421HELD R40) O 1041 I -� --APPROX. NWI/4SW1/4SECTION 35-------------------*19--- - �oz -_w. 1026 ti APPROX. SWl /4SW1 /4 SECTION 35 CENTRAL OREGON HIGHWAY (US HWY 20) `A"" " '.." 0 (3023 -R40)- -> -(3024 `- - 1044 o R40) 1042 ootio �oQ� o ''A (3627 - ,N -R40) 1019 DED/CA T/ON TO CITY OF BEND w 2003-21515, +' ti (302543 00-11018 (30 6 Q) DEED TO ODOT o R40) ti R40) 207 0 07260 (D33) �o .� v V � DEED TO ODOT 2009- 38527 (D29) FOUND MONUMENTS TABLE DEED TO CITY OF BEND 2004-54 720 (D7 9), DEED TO ODOT 2070-07260 (D33) 20 11020 \N 97.77' M (97.72' R36) m CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP P.O.E. = POINT OF ENTRY PT. NUMBER NORTHING EASTING STATION OFFSET OFFSET PER R38DATE DESCRIPTION 1018 203367.01 259877.33 B 83+49.95 70.04' RT N/A 5/31 /2022 5/8" IR FLUSH, CS 18227 R40 1019 203386.73 259889.32 B 83+61.78 50.22' RT N/A 5/31 /2022 5/8" IR DOWN 0.3' BENT SOUTHWEST LOCATED AT P.O.E., CS 18227 R40 1020 203384.27 260201.50 B 86+73.97 50.15' RT 50.03' RT 5/31 /2022 5/8" IR WITH YPC "HWA" DOWN 0.42, CS 16485 R33 1021 203383.60 260298.67 B 87+71.14 50.03' RT N/A 5/31 /2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 17167 R36 1022 203380.89 260622.08 B 90+94.57 50.10' RT 49.42' LT 5/31 /2022 5/8" 1R WITH YPC "SCE&S" UP 0.2, CS 17167 R36 1024 203507.21 260229.78 B 87+01.25 73.02' LT N/A 5/31 /2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 18227 R40 1025 203474.50 260200.37 B 86+72.1 1 40.07' LT N/A 5/31 /2022 5/8" IR WITH YPC ILLEGIBLE FLUSH, CS 17716 R37 1026 203484.08 260230.20 B 87+01.86 49.89' LT 49.95' LT 5/31 /2022 1" BRASS CAP "OTAK INC." FLUSH, CS 17684 R50 1027 203471.81 260524.42 B 89+96.16 40.02' LT N/A 5/31 /2022 5/8" IR WITH YPC "OTAK INC." DOWN 0.61, CS 17586 R52 1028 203481.30 260586.91 B 90+58.58 50.02' LT 50.04' LT 5/31 /2022 5/8" IR WITH YPC "OTAK INC." FLUSH, CS 17684 R50 1039 203382.96 260377.24 B 88+49.71 50.03' RT N/A 6/3/2022 5/8" IR WITH YPC "SCE&S" UP 0.051, CS 17167 R36 1040 203486.31 259964.78 B 84+36.42 49.97' LT N/A 6/2/2022 5/8" IR WITH DESTROYED YPC BENT NORTH DOWN 0.4' LOCATED AT P.O.E., CS 15932 R32 1041 203484.88 260169.92 B 86+41.57 50.21' LT 50.1 V LT 6/2/2022 5/8" IR BENT NORTHWEST DOWN 0.5' LOCATED AT P.O.E., CS 15932 R32 1042 203382.55 259812.47 B 82+84.97 55.02' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1043 203367.46 259825.35 B 82+97.97 70.01' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1044 203387.71 259797.51 B 82+69.96 49.98' RT N/A 6/2/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 18227 R40 1052 203382.52 260427.21 B 88+99.69 50.06' RT N/A 6/3/2022 5/8" IR WITH LOOSE YPC "SCE&S" UP 0.05', CS 17167 R36 1053 203382.08 260477.19 B 89+49.67 50.09' RT N/A 6/3/2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 17167 R36 1060 203380.58 260668.22 B 91 +40.70 50.04' RT N/A 6/8/2022 5/8" IR WITH YPC "ODOT R/W" UP 0.2', CS 18227 R40 1061 203381.16 260577.37 B 90+49.85 50.20' RT N/A 6/8/2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 17167 R36 1062 203381.85 260527.17 B 89+99.65 49.91' RT N/A 6/8/2022 5/8" IR WITH YPC "SCE&S" FLUSH, CS 17167 R36 1065 203383.41 260318.85 B 87+91.33 50.05' RT N/A 6/8/2022 5/8" IR FLUSH IN CONCRETE, CS 17167 R36 19 DESCHUTES COUNTY 09 Z7 Zv Z3 ! QoIt n S 12M8ZIN dIEv9 A cT F1 L (3 U 1muuu1E COHIDOHoHoUH9 K r) ow0 tiK� DERMA NENT EASEMENT TO RW PER 'RESER VES A T P/LOT BUTTE A ODOT 2006-74737 (D23) CONDOMINIUMS, oo STAGE 7 " (R37) ko O (356.69' R50) 356.72' M 0 1028 1021 1065 58.39' M (58.47' 3 ) 20 20.78'M (20.1,4' R36) 1027 - (589V 7'73 "E R2)- (S89.29T R5) (S89.53'E R6) sR90.72 n-7"F ti �o 0 1039 1052 ------------ 1053 1062 1061 49.97' M 49.98' M 49.98 M 50.20' M 44.77' M (50.00 R36) (50. 00'R3) (50. 00' R3) (50.07' R3) (44.89 R 6) TRACT A DEDICATION TO THE PUBLIC PER / "TANAGER VILLAGE" (R36) DEED TO ODOT 2070-07260 (D33) 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 441 �o 0 1022 C1060 Parametrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM e.9 CS 2116s- RENEWS:12-31-2024