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HomeMy WebLinkAboutSurvey 21155kVA THE PURPOSE OF THIS SUR VEY IS TO RE50L VE THE CENTERL/NEAND R/W OF SANTIAM HIGHWA Y NO. 7 6-OR 126(`126) US 20, AND MCKENZIE HIGHWA Y NO. 15 US 20, OR 726 (CASCADEA VE.) FROM STATION 40+00.00 (`726) TO STATION 0+00.00 (`7269 AND FROM STATION 933+67.33 TO STATION 903+75.60 PER CS 78344 (R38) RESPECTIVELY. THIS SURVEY WAS DONE A T THE REQUEST OF ODO T FOR THE PURPOSE OF PUBLIC IMPRO VEMENT5. L OCA TED WITHIN THEE. 7 /2 OF SECTION 5, W. 7 /2 SECTION 9 TOWNSHIP 7 5 SOUTH, RANGE 10 EAST, WM DESCHUTES COUNTY, OREGON. THIS SUR VEY IS ALSO USED TO ESTABLISH A HORIZONTAL CONTROL, AND TO RECOVER AND PERPETUA TE THE POSITION OF THE EXISTING MONUMENTS ALONG THE ROUTEAS REQUIRED BY ORS, 209.250(5)(A) AND 209. 755(A)(B) THIS SUR VEY WAS PERFORMED FROM MA Y 2022 THROUGH FEBRUAR Y 2023 BY PARAMETR/X INC. SUR VEY CREWS. THE SURVEY EQUIPMENT USED FOR THIS PROJECT WAS A TRIMBLE CPS R 72 AND A TRIMBLE ROBOTIC TOTAL STATION S7 ALIGNMENT AND R/W RESOL VE- CENTERLINE OF SANTIAM HIGHWA Y OR. 726 (`726 % US 20: THE CENTERLINE OF SANT/AM HIGHWA Y OR. 726 (`726 9 FROM STATION 40+00. 00 TO STA TION A T. 9+76. 70 PER CS 19670 (R47) WAS CREATED BASED ON THE CENTERLINE COORDINA TE VALUES SHOWN ON SAID CS, AS THE SAME COORD/NA TE SYSTEM WAS USED. CHECKS WERE PERFORMED ON VARIOUS MONUMENTS TO VERIFY CENTERLINE LOCH T/ON. THIS SECTION OF HWY WAS FIRST ESTABLISHED AS "METOL/US RIVER MARKET ROAD" AS A 60 FOOT WIDE ROAD R/W OF SANTIAM HIGHWA Y OR 726 (`726) FROM STATION 40+00. 00 TO A T. 9+76. 70 PER CS 79670 (R47): THE R/W OF SANT/AM HIGHWA Y OR 726 (`726) WAS CALCULATED BY HOLDING RECORD R/W WIDTH AS SHOWN PER CS 79670(R47). MONUMENTS AL ONG THE CAL CULA TED R/W WERE VERIFIED A ND CONFIRMED AGAINST SAID CS. THE ORIGINAL 60 FOOT WIDE "METOLIUS RIVER MARKET ROAD" WAS LATER OBTAINED BY ODOTAND SURVEYED FOR ODOT BYDAVID K. BATEMAN (R77). ADDITIONAL R/WAND OR EASEMENTS HAVE BEEN OBTAINED BY VARIOUS TRANSACTIONS AS NOTED ON THE FACE OF THIS SURVEY. CENTERLINE OF SANTIAM HIGHWA Y OR 726 (`726) FROM EQUA TION STA TION 9+80.87 BK, 9+76.7 0 AH TO 0+00 PER CS 77250 (R34).- THE CENTERLINE OF THIS PORTION OF THE SANTIAM HIGHWAY WAS CALCULATED BY HOLDING THE STATION EQUATION PER CS 77250 (R34) AS THE SAME STATION AND COORDINATE VALUES SHOWN PER CS 79670 (R41). USED THE CURVE DA TA SHOWN ON CS 77250 (R34), AND HOLDING THE STATION AND COORDINATE VALUES, ROTATED THE GEOMETRY TO THE TANGENT LINE OF THE PREVIOUSLY CALCULATED CENTERLINE BASED ON CS 79670 (R47). R/W OF SANTIAM HIGHWA Y OR 726 FROM EQUA TION STATION 9+80. 87 BK. 9+76. 7 0 AH TO 0+ 00 PER CS 7 7250 (R34). THE R/W OF SANTIAM HIGHWAY ('726') WAS CALCULATED BY HOLDING RECORD RIW AS SHOWN PER CS 77250 (R34). MONUMENTS ALONG THE CALCULATED R/W WERE VERIFIED AND CONFIRMED AGAINST SAID CS, ADDITIONAL R/W AND OR EASEMENTS HAVE BEEN OBTAINED BY VARIOUS TRANSACTIONS AS NOTED ON THE FACE OF THIS SURVEY. 00 6« A� 7 �C 3 P�G� 10 Ln O XN 0000, SECTION \�-12i MCKENZIE HWY ^SECTION 8 \ SHEET D6i SHEET LAYOUT DIAGRAM o NOT TO SCALE SHEET INDEX: 00 1. NARRATIVE, REFERENCES, SHEET LAYOUT �� Z 2. CONTROL NETWORK, BASIS OF BEARING Mn, O 3. SISTERS CRR 14. SISTERS CRR 2 U 5. SISTERS CRR 3 W N 6. SISTERS CRR 4 7. SISTERS CRR 5 8. SISTERS CRR 6 9. SISTERS CRR 7 iDE 10. SISTERS CRR NE 1 /4 SECTION 5 T 1 5S R1 OE WM SE 1 /4 SECTION 5 T1 5S Ill OE WM SW 1 /4 SECTION 4 T1 5S R1 OE WM NE 1 /4 SECTION 8 T1 5S Ill OE WM NW 1 /4 SECTION 9 Tl 5S Ill OE WM CORNER COMMON TO SECTIONS 4, 5, 8, AND 9 (OCRR 0280): THE CORNER COMMON TO SECTIONS 4, 5, 8, AND 9 WAS SEARCHED FOR, AND NO REMAINING TRACES OF T14F MnA11 /MFAIT WFRF Fn1lA1l7 TNF r'nRAIFR WA C r ,41 r711 d TFI7 RY 11nl i7/A/r. MnAIIIMFAIT I nd S /nr'RR THE CALCULATED CENTERLINE OF SANTIAM HIGHWA Y ('126 j. THE DISTANCE FROM THE CAL COLA TED SECTION CORNER TO THE QUARTER CORNER BETWEEN SECTIONS 4 AND 9 PER CS 00507 (R77) CHECKS VERY WELL. THE DISTANCE PER SAID CS IS 2640.78 FEET, AND THE CALCULATED DISTANCE BETWEEN THE CALCULA TED SECTION CORNER AND THE SAME QUARTER CORNER /S 2640.7 9 FEET. CENTERLINE OF MCKENZIE HIGHWA Y ('M} FROM STA TION 933+67.33 TO 904+75.60. THE CENTERLINE OF MCKENZIE HIGHWA Y ('M) FROM STA TION 933+ 67.33, BEING A T PINE ST., TO STATION 904+75.60 WAS CALCULATED BYHOLDING MONUMENT 7045, THE SOUTH 7/4 CORNER OF SECTION 4 (OCRR 1728), BEING POINT 1075 PER CS 78344 (R38). THE ANGULAR RELATIONSHIP BETWEEN THE CENTERLINE OF MCKENZIE HIGHWAY ('M) AND THE SECTION LINE WAS HELD PER CS 7 8344 (R38), BEING 0000'35" MONUMENT 7 045 WAS HELD, AND ROTATED THE CALCULATED CENTERLINE TO THE PREVIOUSL Y CAL CULA TED POSITION OF SANTIAM HIGHWA Y ('726) PER CS 77250 (R34) A T STA TION 0+00.00, R/W OF MCKENZIE HIGHWAY (CASCADEA VE.) FROM STATION 933+67.33 TO A T. 975+67.87. THE R/W OF MCKENZE HIGHWA Y ('M) FROM STA TION 933+67.33 TO STA TION A T. 97 5+67. 87 WAS CALCULA TED BY RECORD R/W WIDTH FROM THE CALCULA TED SECTION LINE ON THE SOUTH S/DE AS 30.00 FEET PER THE PLA T OF DA V/DSON ADDITION, CS 06552 (R52), AND ON THE NORTH SIDE AS 3 7.00 FEET PER CS 08743 AND CS 7 7067. CENTERLINE OF MCKENZIE HIGHWA Y ('M9 FROM STA TION P. T. 975+67. 81 TO 903+75. 67. THE CENTERLINE OF MCKENZIE HIGHWA Y FROM STA TION P. T. 975+67. 87 TO 903+75. 67 WAS BASED ON CS 78344 (R38). CENTERLINE OF OR 242 MCKENZIE HIGHWA Y.- THE CENTERLINE OF OR 242 MCKENZIE HIGHEMA Y WAS ESTABLISHED BY HOLDING THE PREVIOUSL Y DESCRIBED CALCULA TED POSITION OF THE NE CORNER OF SECTION 8, AND EI17 6 OF SECTIONS 5 AND 8, MONUMENT 7 560. THE R/W LINES OF OR 242 ARE UNRESOL VED. MONUMENTS ON THE R/W ARE SHOWN TO SUPPORT THE CENTERLINE/SECTION LINE RESOLUTION. BARCLA Y WA Y "B"- THE CENTERLINE WAS ESTABLISHED HOLDING THE CENTERLINE COORDINATES SHOWN ON CS 79670 (R47). THE R/W LINES WERE ESTABLISHED BY STA TION AND OFFSET FROM ODOT DEED 2002-026220, AND 2076-052742. McKINNEY BUTTE RD. "MB" THE CENTERLINE WAS ESTABLISHED HOLDING THE CENTERLINE COORDINA TES SHOWN ON CS 79670 (R47). THE R/W LINES WERE ESTABLISHED HOLDING 40.00 FEET EACH SIDE OF CENTERLINE (R47) AND DEDICATION DEED VOLUME 379 PAGE 235 RECORDED 7717517993. THE R/W LINES A T THE INTERSECT/ON OF THE SANTIAM HWY (726 j WEREESTABLISHED USING THE FALSE CALLS PER DEED 207 6- 047836 AND 20 7 6-049590, PINE STREET SOUTH OF CASCADEA VE- THE CENTERLINE OF PINE ST. SOUTH OF CASCADEA VE. WAS ESTABLISHED BY HOLD A 90 ° ANGLE FROM THE NORTH LINE OF SECTION 9, THIS FIT WELL WITH A 30.00 FOOT OFFSET TO MONUMENT 7 030 SET IN CS 20455 (R46). THE CENTERLINEANO SECTION LINEARE NOT COINCIDENT, THE RECORD ANGLE OF 90009'74" WAS USED FROM THE NORTH LINE OFSECTION 8, AS MEASURED IN CS 00509 (R57). THE EAST R/W LINE WAS ESTABLISHED 30. 00 FEET FROM CENTERLINE PER THE PLAT OF DA VID50N ADDITION (R52). THE WEST R/W LINE WAS ESTABL/SHED AS 30.00 FOOT WEST OF THE EAST L/NE OF SECTION 8 AS USED IN CS 00509 (R57), CS 00508, AND CS 73239 (R23). THIS CREATESA VARIABLE WIDTH R/W ON THE WEST SIDE OF CENTERLINE. PINE STREET NORTH OF CASCADE - THE CENTERLINE OF PINE WAS ESTABLISHED BY HOLDING THE DESCHUTES COUNTY ROAD DEPARTMENT z SURVEY RECORDED AS CS 74229 (R24). SPECIFICALLY, WE HELD A OFFSET D/STANCE OF 39.25 FEET FROM 0 MONUMENT 7 530 (R24 # 7 80) AND THE CAL CULA TED SW CORNER OF SECT/ON 4. THE EAST R/W LINE WAS ESTABLISHED BY HOLDING THE 2.87 FOOT OFFSET FROM MONUMENT 7530 AS SHOW ON CS 74229 (R24), AND A DISTANCE OF 59.96 FEET WESTALONG THE R/W LINE OF CASCADEA VE. FROM MONUMENT W~ 7537 AS PER CS 77037 (R32). THE WEST R/W LINE WAS HELD AS 30.00 FOOT OFFSET WEST OF Icn log CENTERLINE PER CS 74229 (R24). 61g� 9 k1 60'$ /NFORMA THE S NOT MENTIONED ABOVE WERE NOT RESOL VED BUT DRAFTED PER THE BEST A VARABLE k 9 126 6, �12 --------------------- ------------------------- ---------- SHEET 9 CASCADE AVE. 13 1� 15 SHEET 7 FSHEET 8 C� --------------------------- ------------------ _ ------._____- - ------ y ---- z O U V ' SURVEY REFERENCE TABLE REFERENCE NUMBER SURVEY SURVEYOR DATE FILED R1 ODOT DRG 1 R-4-1308 ODOT DATED 5/2019 R2 ODOT DRG 1 OB-1 5-15 ODOT DATED 1 /2003 R3 ODOT DRG 613-1 3-1 3 ODOT DATED 11 / 1944 R4 ODOT DRG 1 1 B-6-1 1 ODOT DATED 9/201 1 R5 ODOT DRG 1 1 B-8-28 ODOT DATED 5/2016 R6 ODOT DRG 1 OB-15-21 ODOT DATED 8/2001 R7 ODOT DRG 1 B-1 7-3 ODOT DATED 10/1924 R8 ODOT DRG 1 OC-47-9 ODOT DATED 4/ 1969 R9 BLM PLAT DM ID:433396 AND NOTES BLM MARKELL G. HAMM R10 CS 00497 FREDERICK A. AST. JR 8/29/1989 Rl 1 CS 00499 "MAJOR PARTITION 82-2T1 GARY W. HICKMAN 2 / 1 / 1983 R12 CS 00506 AUBREY PERRY DATED 10/ 1960 R1 3 CS 00517 GEORGEJ. COOK DATED 7/29/1977 R14 CS 00519 THOMASG. DATED 1 / 1963 R15 CS 00527 DANIEL H. SCHUBERT 10/6/1980 R16 CS O4897 E.G. MANSFIELD DATED 8/1974 R17 CS 00501 ODOT / DEA DAVID K. BATEMAN �6/2/1 987 R18 CS 05057 PERRY AUBREY DATED 2/3/1977 R19 CS 00520 PERRY AUBREY NOT DATED R20 CS 06554 FREDERICK A. AST. JR 5/25/1988 R21 CS 09689 "SECTION 5 SUBDIVISION GARY W. HICKMAN 2 / 1 / 1983 R22 CS 12294 PETER A. MANLEY 9/5/1995 R23 CS 13239 "NEW SISTERS VILLAGE" FREDERICK A. AST. JR 4/8/1998 R24 CS 14229 MICHAEL J. BERRY DESCUTES CO. RD. DEPART. 10/24/2000 R25 CS 15148 ODOT- JULES R. WETZEL 10/25/2002 R26 CS 15317 "PP 2003-15" FREDERICK A. AST. JR 3/26/2003 R27 CS 15642 FREDERICK A. AST. JR 12/1 /2003 R28 CS 15793 FREDERICK A. AST. JR 3/12/2004 R29 CS 1595�6 "RELCO STATION, PHASE 1 PETER A. MANLEY 7/8/2004 R30 CS 16290 ODOT PAT MARQUIS 2/17/2005 R31 CS 16516 FREDERICK A. AST. JR 7/28/2005 R32 CS 17037 MICHAEL A. HOFFMANN 8/25/2006 R33 CS 17065 "GREEN RIDGE" MICHELE W. SIMS 9/29/2006 R34 CS 17250 ODOTJULES R. WETZEL 3/19/2007 R35 CS 17711 "PP 2008-19" FREDERICK A. AST. JR 5/5/2008 R36 CS 17769 "PP 2008-30" TODD R. CATTERSON 7/9/2008 R37 CS 18350 "PP 2012-01" GREG HOPPER 1 /12/2012 R38 CS 18344 ODOT TIMOTHY JOHN HUTCHISON 1212112011 R39 CS 18916 MICHELE W. SIMS 7/ 16/201 5 R40 CS 19352 ODOT - TIMOTHY HUTCHSON 5/19/2017 R41 CS 19670 ODOT - ROBERT A. CHURCHILL 6/6/2018 R42 CS 19796 "PP 2018-40" FREDERICK A. AST. JR 1 1 /15/2018 R43 CS 20063 "PP 2019-19" JONATHAN B. DREW II 1 1 /21 /2019 R44 CS 20085 JOHN TAYLOR HAGLUND 12/30/2019 R45 CS 20424 "PP 2021-4" FREDERICK A. AST. JR 1 /20/2021 R46 CS 20455 NEHEMIAH A. WILLIAMS 2/5/2021 R47 CS 20825 FREDERICK A. AST. JR 6/3/2022 R48 CS 14721 RUSS S. DODGE 1 1 /29/2001 R49 CS 18783 PP 2014-26!, OHN P. THOMSPON 10/30/2014 R50 CS 20903 "SISTERS ,� WOODLANDS PHASE I OHN TAYLOR HAGLUND 8/29/2022 R51 CS 00509 "PP 87-24" FRED A. AST 7/22/1988 R52 CS 06552 "DAVIDSON �� ADDITION TO SISTERS R.L. BREWSTER DATED JULY 6, 1911 * SPECIAL INSTRUCTIONS 11 /30/2017 GROUP #2903, SURVEY JANUARY TO MARCH 2O18, APPROVED 12/18/2018. NO COUNTY SURVEY RECORD Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM RENEWS: 12-31-2024 E G PS POINT COORDINATE TABLE NE 1 /4 SECTION SE 1 /4 SECTION SW 1 /4 SECTION NE 1 /4 SECTION NW 1 /4 SECTION 5 Tl 5S Rl OE WM 5 T1 5S RI OE WM 4 Tl 5S RI OE WM 8 T1 5S RI OE WM 9 T1 5S RI OE WM BASIS OF COORDINA TES THE COORDINATES AND BEARINGS ARE NAD83(20 7 I) EPOCH 2070.00 USING THE OREGON REAL - TIME CPS NETWORK (ORGN). COORDINA TES ARE PROJECTED USING THE OREGON COORDINA TE REFERENCE SYSTEM (OCRS) OCAI/"1 OC!'lAAllA/ll OOIA/Cl /// / C 7/IAIC /AITCOA/A T/llA/A / CCCT IA/L/COC /'171/"1 PT. N0. NORTHING EASTING DATE SET DESCRIPTION 12 14 16 13 15 17 CONTROL NETWORK SCHEMATIC NOT TO SCALE 7 292323.02 180796.72 5/10/2022 MAG/WASHER "PARAMETRIX" 8 292070.74 180947.07 5/10/2022 MAG/WASHER "PARAMETRIX" 9 291 789.21 181112.20 5/10/2022 MAG/WASHER "PARAMETRIX" 10 291481.07 181293.68 5/10/2022 MAG/WASHER "PARAMETRIX" 11 291441.97 181533.58 5/10/2022 MAG/WASHER "PARAMETRIX" 12 289835.92 182856.18 5/12/2022 MAG/WASHER "PARAMETRIX" 13 289772.23 183233.72 5/12/2022 MAG/WASHER "PARAMETRIX" 14 289830.36 183590.53 5/12/2022 MAG/WASHER "PARAMETRIX" 15 289768.79 183873.45 5/12/2022 MAG/WASHER "PARAMETRIX" 16 289825.81 184272.73 5/12/2022 MAG NAIL 17 289765.41 184513.16 5/12/2022 MAG NAIL 18 289777.38 184925.46 5/12/2022 MAG/WASHER "PARAMETRIX" L)ESCI-:UTESCOS rIL D. ZD Z3 . C o k W ; n Y. Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM Zug SET G PS STATI O N LINE OF OBSERVATION 18 PLANS PREPARED REGISTERED FOR PROFESSIONAL OREGON DEPARTMENT OF TRANSPORTATION LAND SURVEYOR CONTROL, RECOVERY AND RETRACEMENT SURVEY • US 126, US 97, US 20 SISTERS -BEND CURB RAMPS OREGON SANTIAM HWY NO. 169 US 20, OR 126/MCKENZIE HWY NO. 159 US 209 MARCH 9, 2021 OR 126 CHRIS ROBINSON DESCHUTES COUNTY 96451 ODOT REGION 4 AUGUST 3, 2023 RENEWS: 12-31-2024 63055 NORTH HIGHWAY 97 SCALE: N/A BEND, OR 97703 KEY NO. 22442 SHEET 2 OF 10 CS 2 1 15 5 M w 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 NE 1 /4 SECTION 5 T1 5S RI OE WM SE 1 /4 SECTION 5 T1 5S RI OE WM FOUND MONUMENTS TABLE CS = COUNTY SURVEY IR = IRON ROD R# = REFERENCE NUMBER PER REFERENCE TABLE PT. NUMBER NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1050 292454.70 180679.24 35+77.36 66.10' LT 5/26/2022 5/8" IR WITH 1 1 /2" ALUMINUM CAP "OR HWY DIV R/W LS 1068" FLUSH, CS 00501 RI 7 1511 292454.04 180834.08 34+96.43 65.90' RT 5/10/2022 5/8" IR WITH 1 1 12" ALUMINUM CAP "OR HWY DIV R/W LS 1068" FLUSH, CS 00501 RI 1512 292157.99 180889.66 32+14.53 40.25' LT 5/10/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 19670 R41 1513 292008.28 180992.41 30+33.24 30.12' LT 5/10/2022 5/8" IR WITH ORANGE CAP "LS 60068" DOWN 0.21, CS 17065 R33 1511 E T I I HIGHWA Y EASEMENT DEED TO ODO T FROM FOREST SER VICE 2008- 7 5733 -� 0 Ix ��1 DEED TO ODOT 181-2718-89 - R40L--------------- rr---------------fl�- ���-� ---------(N31�I5'S9"WRS (N29-40'07"WR25) (N29 40 00 W R 7 7) US HWY 20/OR HWY 126 SANTIAM HWY N37 "1 s's9V (METnLIUS RIVER MARKET RD) • • • 6 5 7 8 1980 1501 SW CORNER SECTION 5 2 1 /2" BRASS CAP DOWN 2' FOUND AS SHOWN N=289815.23 E=177653.90 5/9/2022 CS 00500, OCRR 1466 FOUND AS DESCRIBED IN CS 00500 DESCHUTES COUNTY SURVEYS -70 Y: RLED.q-(c NNZ �� v �w �. 7 DEDICATION TO THE PUBLIC PER R29 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 RENEWS: 12-31-2024 0 f— W W mr LLJ W N W Z J 1513 U $ (1029 R41) Para etrix 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 CONTROL, RECOVERY AND RETRACEMENT SURVEY US 126, US 97, US 20 SISTERS -BEND CURB RAMPS SANTIAM HWY NO. 16, US 20, OR 126/MCKENZIE HWY NO. 152 US 20, OR 126 DESCHUTES COUNTY ODOT REGION 4 63055 NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442 AUGUST 3, 2023 SCALE: 1 "= 5 0' SHEET 3 OF 10 CA SE 1 /4 SECTION 5 T15S RI OE WM "B" 9f 82.66 N. 297, 748. 480 E. 78 7,950.270 Z � 5+97.11-, 49.20' FOUND MONUMENTS TABLE'B' PT. NUMBER NORTHING EASTING STATION OFFSET RECORD PT. NO. RECORD STA. RECORD OFF. DATE DESCRIPTION 1007 291490.68 181426.84 4+01.41 50.97' LT 10000RP R41 NA NA 5/10/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH IN CURB, CS 19670 R41 1008 291461.59 181590.69 5+26.44 58.87' RT 1040 R40/R41 B 5+26.47 R40 59.05' RT R40 5/10/2022 5 8" IR WITH YPC "ODOT R W" FLUSH CS 15148 R25 1 526 291495.45 181 590.79 5+44.09 29.97' RT 1038 R41 B 5+44.10 R41 29.98' RT R41 5/10/2022 1 1 /8" COPPER PLUG "ODOT R/W" FLUSH, CS 19670 R41 1527 291396.84 181482.39 4+00.26 58.08' RT 1041 RP R41 NA NA 5/10/2022 1 1 8" COPPER PLUG "ODOT CONTROL" FLUSH CS 19670 R41 WIDTH VARIES CS = COUNTY SURVEY IR = IRON ROD 5+00 N *_0 YPC = YELLOW PLASTIC CAP R# = REFERENCE PER oc REFERENCE TABLE DEED TO ODOT W W 026220 2002- N 4, z IE c v (o m 5 A� �o o (10000RP NR41) D D ID) �, (10001 RP d, 1007 , R41) N 4+01.37 52.08 _ (10002 R41) °� 1006 (51.93' R47) (52.49' 1005 R6,R40) DEED TOODOT787-2778-89 _(N3707559"WR5, 940} ----_ ----------- METOLIUS RIVER MARKET RD}----- - <rv29a4o;ol,�wRj; No ---_� --- %N----- `�^ �' DEED TO ` US HWY 20/011 HWY 126 SANTIAM HWY (N29 40 00 W R ) N3 7 °15'59' W � o� `� _�076T .� 052742 1514 (1028RP R41) 0 M 1525 (1027RP R41)~ FOUND MONUMENTS TABLE 'HWY 126' 40' (1038 R41) 1526 1 5+38.00 59.05' (59.06'R 008 (1040 R41) } 7 Q J It 1 o '� DEED TO ODOT 377-976-80 (1023RPR41)---°�,° -- -----------------0T52T `', C. 1 10 *9 1523 0 -------- ---. 4 (1024RP R41) 1521 152 1524 (I 02 102 5 RP R41) o (40001 RP R41 o o DEED TO (1026RP R41) V o� ODOT 2076- i N 047863 _ O Q 'HWY 126" 23+ 15.07 I S+9 r. o r 30' � , o MB 20f 00.00 / 1519 (40000R41) N. 291, 410.OS �. E. 7 87, 390. 90 PT. NUMBER NORTHING EASTING STATION OFFSET RECORD PT. NO. RECORD STA. RECORD OFF. DATE DESCRIPTION 1005 291 574.05 181338.12 24+82.65 40.01' RT 10002 R41 24+82.65 R41 40.01' RT R41 5/10/2022 1 1 /8" COPPER PLUG "ODOT R/W" FLUSH IN CURB, CS 19670 R41 1006 291528.89 181380.64 24+21.98 52.91' RT 10001 RP R41 24+21.97 R41 52.93' RT R41 5/10/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH IN CURB CS 19670 R41 1007 291490.68 181426.84 23+65.34 72.57' RT 1 OOOORP R41 23+65.33 R41 72.58' RT R41 5/10/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH IN CURB, CS 19670 R41 1514 291900.20 181047.53 29+12.24 39.10' LT 1028RP R41 29+12.29 R41 39.13' LT R41 012022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 19670 R41 1515 291332.42 181381.93 22+53.37 47.96' LT 20019 1141 22+53.33 R41 _5/1 48.01' LT R41 5/10/2022 5/8" IR DOWN 0.5' BENT WESTERLY LOCATED AT P.O.E., UNKNOWN ORIGIN 1520 291424.86 181315.18 23+67.02 57.04' LT 40001 RP R41 23+67.00 R41 57.01' LT R41 1 1 8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 19670 R41 1 521 291 509.62 181275.42 24+60.12 47.03' LT 1025RP R41 24+60.1 1 R41 _5/10/2022 47.03' LT R41 5/10/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 19670 R41 1522 291610.25 181231.28 25+69.04 32.53' LT 1023RP R41 25+69.02 R41 32.54' LT R41 5/10/2022 1 1 8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 19670 R41 1 523 291 716.86 181150.85 27+01.91 45.95' LT 1024RP R41 27+01.91 R41 45.98' LT R41 5/10/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 19670 R41 1524 291803.52 181 103.96 28+00.32 41.05' LT 1026RP R41 28+00.35 R41 41.06' LT R41 5/10/2022 1 1 8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 19670 R41 1 525 291819.62 181094.24 28+19.32 41.00' LT 1027RP R41 28+19.14 R41 40.98' LT R41 5/10/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 19670 R41 1 528 1291354.22 181471.58 22+25.48 39.99' RT 1021 R41 22+25.49 R41 40.00' RT R41 5/10/2022 1 1 8" COPPER PLUG "ODOT R/W" FLUSH, CS 19670 R41 FOUND MONUMENTSTABLE'MB' PT. NUMBER NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1 516 291343.78 181339.47 19+21.63 29.92' RT 5/10/2022 5/8" IR FLUSH, UNKNOWN ORIGIN 1517 291203.66 181 109.12 16+52.01 30.00' RT 5/10/2022 5/8" IR WITH YPC " .T.A. INC." UP 0.11, CS 18783 R49 1 518 291321 .88 181 188.14 17+80.94 29.98' LT 5/10/2022 1 1 /8" COPPER PLUG "ODOT R/W" FLUSH, CS 19670 R41 1 519 291379.07 181282.18 18+91.01 30.00' LT 5/10/2022 1 1 /8" COPPER PLUG "ODOT R/W" FLUSH, CS 19670 R41 CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP R# = REFERENCE PER REFERENCE TABLE P.O.E. = POINT OF ENTRY .f � (1041 RP Q R41) m 1527 cons' 5+26.43 K+- 000 ,6sFc liti �6. s 2� •�`� lk I / FI/ x o� ti �S SI ,,�,,3 1��1• Fj Sic N 4+00.00 101 (59. 06' N (1021 afEcif `�'R40,R41) R41) O UBIDOW080 WDEED TO ODOT 1528 w 2002-026220 - - - DEED TO ODOT 7 87`277 8-89 - � w w w DEED TO ODOTV DEED TO ODOT 3 7 7-9 7 6-80 = .2076-049590 _1515 30' TO 379-235-93 (2001 R41) 1518 r 7+80.94 30' 6 cC w w M Q `+ 19+21.63 / I 1576 N coj 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 1560 SEE SHEET 6 FOR DESCRIPTION QQ �� QQ�- 50 25 0 50 FEET N� � Parametrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 i s t 7 P 503.233.2400 30' 76+52.07 WWW pARAMETRIX.COM � PLANS PREPARED REGISTERED FOR PROFESSIONAL OREGON DEPARTMENT OF TRANSPORTATION LAND SURVEYOR CONTROL, RECOVERY AND RETRACEMENT SURVEY OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 RENEWS:12-31-2024 US 126, US 97, US 20 SISTERS -BEND CURB RAMPS SANTIAM HWY NO. 16, US 20, OR 126/MCKENZIE HWY NO. 15, US 209 OR 126 DESCHUTES COUNTY ODOT REGION 4 63055 NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442 AUGUST 3, 2023 SCALE: 1 11 =50, SHEET 4 OF 10 15 I SE 1 /4 SECTION 5 T1 5S R10E WM 0 1010 ti 1529 ��/ (PT. 42, 19+00.00% (PT. 1064, 20+38.7, 70' RT R34) (� 66.00' RT R34) '�� \� (PT. 1014, 19+00.04, (PT. 1015, 20+38.70, '� 69.93' RT R40) 65.97' RT R40, R41) %C.� (PT. 1014, 18+99.84, 1035 69.98' RT R41) (PT. 1013, 15+40.00, � �� 0 1009 �Q o (PT. 41, 19+00.00, SPEC/AL USE PERM/T DATE 4/1/63 66' RT R34) o Q Q 52' RT R34) AS SHOWN 2008 15733, R3, R17 65.95oRT,R40) 39.95, (PT. 1014, 19+00.06 51.91' RT R40) 1035 (PT 1014 i9 9Q�6------------- C)A35_ -- Nt�_ %� 1p Is o° � mmo iqLED-- q_-(0-ZVZ�pBY.-b r u� � 1010 _ —� + �---------- 52.00' RT R41) 1059 ~ 1 529 78.06' M 1009 H/GHWAYEASEMENTDEEDTODDOTFROMFOREST SERVICE Z007-65441 W (78.03'R36) --N3°IS'9WR40 ----------------'----- W METOLIUS RIVER MARKET RD)---------- (N 30020' W R3) o �o h��� US HWY 20/OR HWY 126 SANTIAM HWY (N294000 WR77) � N31 1559 W w w W �' ` p M `�' z // ~ �'� roc r--------- -`��•-'---------^�----------°-�-� -----------------------�-� HIGHWAYE.4SEMEN TDEED TOODOT `- 15 51 FROM FOREST 5ER VICE 2007- 6544 7 DEED TO ODOT 377-964-80 \ 1012 270.07'M ' 46Z1'M = O 1011 (270.73'R36) 95.1.3 M 1034 1551,--_-- U 1013 _ — — — — — — 1042 (95.05 R36) (46.Z6 R36) — — -(PT. 36, 13+79.24, ------ 1552 1550 52 LT R34) 6. 08 M �-- +� d• SPEC/AL USE PERMIT DATE 417 /63 Q M (6. 04' R36) 101 1 RW AS SHOWN o \ OQ 15 5 0 (PT. 40, 18+44.62, ON R3, R 17 0 \ M ti ` AS SHOWN ZOOS-15733, R3, R17 52' LT R34) 4i pi 'c % (PT. 37, 13+82.03, 26.96 M +1 (27.03'R36) (PT. 1012, 18+44.66, + \� N e M 66 LT R34) ey 1 547 (Z 52.08' LT R40) 1013 (f� (PT. 1064, 18+21.50, 1042 Q� 66' LT R34) (PT. 39, 16+35.00, (PT. 1011, 18+21.54, 66 LT R34) 66.06' LT R40) (PT. 1010, 16+35.00, 66.08' LT � R40) FOUND MONUMENTS TABLE op 1546 l 45.93' Q' O1034 45.93 1 (R2, R30) R2, R30) Q O (PT. 1014, ( I " V 15 +40.00, _V 1 66' LT R34) 1552 Q(PT. 38, 14+93.701 � Q \ Q 66' LT R34) Z (PT. 1008, a \ 14+93.70, 66.05' Duo \ s LT, R40) o Q si\ tp you', bA,o s o �� PT. NUMBER NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1009 291082.27 181650.66 19+00.08 51.91' RT 5/10/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 17250 R34 1010 291091.44 181666.25 18+99.82 69.99' RT 5/10/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 17250 R34 1011 290980.90 181590.56 18+44.61 52.07' LT 5/10/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 17250 R34 1012 290986.97 181590.62 18+49.78 48.87' LT 5/10/2022 1 /2" IR DOWN 0.2, UNKNOWN ORIGIN FOUND IN CS 11419 1013 290953.94 181 590.59 18+21.56 66.05' LT 5/10/2022 5/8" IR WITH 1 1 /2" ALUMINUM CAP "OR HWY DIV R/W" UP 0.3, CS 00501 RI 7 1034 290713.24 181736.79 15+39.94 66.00' LT 5/12/2022 5/8" IR WITH 1 1 12" ALUMINUM CAP "OR HWY DIV R/W" UP 0.1, CS 00501 RI 1035 290781.71 181849.54 1 5+39.94 65.90' RT 5/12/2022 5/8" IR WITH 1 1 /2" ALUMINUM CAP "OR HWY DIV R/W" FLUSH, CS 00501 RI 1042 290794.54 181687.40 16+35.07 66.03' LT 5/12/2022 5/8" IR WITH YPC "ODOT R/W" UP 0.2', CS 17250 R34 1059 290708.32 181877.76 14+62.57 51.93' RT 7/6/2023 5/8" IR WITH OPC "HHPR INC" UP 0.12' R50 1 529 291208.10 181590.70 20+38.76 65.96' RT 5/10/2022 5/8" IR WITH 1 112" ALUMINUM CAP "OR HWY DIV LS 1068" FLUSH, CS 00501 R1 7 1546 290640.40 181727.92 14+82.28 11 1.39' LT 5/12/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 16290 R30 1547 290563.63 181778.39 13+90.47 108.10' LT 5/12/2022 5/8" IR WITH YPC "ODOT R/W" UP 0.2', CS 16290 R30 1550 290578.37 181818.64 13+82.18 66.04' LT 5/12/2022 5/8" IR WITH YPC "ODOT R/W" DOWN 0.V, CS 17250 R34 1 551 290583.20 181832.11 13+79.32 52.02' LT 5/12/2022 5/8" IR WITH YPC "ODOT R/W" DOWN 0.2', CS 17250 R34 1552 290673.76 181760.79 14+93.73 65.98' LT 5/12/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 17250 R34 CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP OPC = ORANGE PLASTIC CAP R# = REFERENCE PER REFERENCE TABLE I _%....dom - - !!119 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 RENEWS: 12-31-2024 N LEGEND H W �W W z MWMI RECORD DATA PER REFERENCE DOCUMENT MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE HISTORIC PROPERTY/RW LINES CL HOOD STREET (EASEMENT) 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 CONTROL, RECOVERY AND RETRACEMENT SURVEY US 126, US 97, US 20 SISTERS -BEND CURB RAMPS SANTIAM HWY NO. 167 US 20, OR 126/MCKENZIE HWY NO. 15, US 207 OR 126 DESCHUTES COUNTY ODOT REGION 4 63055 NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442 AUGUST 3, 2023 SCALE: 1 "= 5 0' SHEET 5 OF 10 1155- SE 1 /4 SECTION 5 Tl 5S RI OE WM FOUND MONUMENTS TABLE NE 1 /4 SECTION 8 T1 5S RI OE WM PT. NUMBER NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1036 290361.77 182088.36 10+57.05 52.08' RT 5/12/21322 3 1 /4" ALUMINUM CAP "U.S.D.A. FOREST SERVICE PROPERTY CORNER PLS 89396 2019" FLUSH, CS 20063 R43 1037 290299.79 182142.53 9+80.71 66.22' RT 5/12/2022 5/8" IR WITH 1 1 /2" ALUMINUM CAP "OR HWY DIV R/W" UP 0.1, CS 00501 Rl 7 1038 290066.70 182306.11 6+79.28 40.07' RT 5/12/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 17250 R34 1039 290075.74 182313.90 6+79.28 52.00' RT 5/12/2022 5/8" IR WITH YPC "ODOT R/W" FLUSH, CS 17250 R34 1044 289844.05 182416.38 NA NA 5/13/2022 5/8" IR WITH 2 1 /4" ALUMINUM CAP "P1 C25 LS 53270 2008" FLUSH, CS 17769 1 553 290231.37 182029.46 9+76.1 5 65.94' LT 5/12/2022 5/8" IR WITH 1 1 /2" ALUMINUM CAP "OR HWY DIV LS 1068" FLUSH, CS 00501 RI 1 554 289858.95 182440.26 4+53.43 57.78' LT 5/13/2022 5/8" IR WITH 2" ALUMINUM CAP "P1 C26 LS 53270 2008" FLUSH, CS 17769 R36 1 555 289864.27 182442.64 4+53.74 51.96' LT 5/13/2022 R36, IR WITH 2" ALUMINUM CAP "P1 C27 LS 53270 2008" DOWN 1.41, CS 17769 �qTC � F i i . ,5�'' 65' ,t 6 9 5°51 600 J06 t� 14 � °O R 1� 6 3 �C44Q) i 1'i1 1'51 66 ,, I x CS - COUNTY SURVEY 05°5 960 • d00 , / IR = IRON ROD °3 $. A / g R � 58 0 � � YPC = YELLOW PLASTIC CAP 0�� 53 / R# = REFERENCE PER REFERENCE TABLE Q60. t0 , D / R $°3� OA R3Ai -1 1`, 1/1 1.,fl I 100, � $1' � / � 1000, i 95�� / / / / �� o'er // ��' / / 1039 (PT. 3 3, / /pT 10,00 6+79.18, 52' / !FO Q44 / RT R34) , / EEO 7.6 / / / 1 ENT 20� 63 103 8 am � � EASE SER��c / _ 1-01 / / SPECIAL USE PERMIT DA TE 417/ wp,Y REST / / �� 524 °03'S6"W 5.75' ��. AS SHOWN 2008- 7 5733, R3, R 7 7 (PT. 32, �-.� 1016VAM Fp � / 1555 ° r 6+79.18, 40' RT . � `0 FRQ , / /5,87'R3 (S25 0434 W R34) �--'� 1039 / 554 6) (PT. 101 1, EQ. STA 9+76.10 103/ / o� � / / P.O.T AH. STA. 9+80.87 P.T. ,t �, �o 1�44 / // BK., 66' RT R34} , _.._ r � '' -� � o � / �` _ --- — _ i / 1037 Of — — —- SAN nEED 7,65 , 441 2964239 C.L. MENT EZO� �i R-26.44 R t��IV � � EASE ERvIG , d = 60 45 48 / 2010 RD) SAY EST S ,, T = 15. so / - - - - US H * A � 0160 FOR �R iv ,� RQ1N �, i (28.74 ,CH. L. �,v5 �� 557 29 34 W CH. B. / O �- R = 26.25 V d = 64°4922" _ -- L= 29.70 R36) SPECIAL USE PERMIT DA TE 4/1163 AS SHOWN 2008- 7 5733, R3, R 17 �1 '��` v. �0 , �� �- Iry 1553 ff• 0�• o7�'L �'�� �'� '� uo o. (PT. 1012, EQ. STA 9+76.10 �� �� °4/ tK A/ � P.O.T AH. STA. 9+80.87 P.T. BK., 66 LT R34) (i O '� ti if °� °� HICHWA Y EASEMENT DEED TO ODOT °h� °�'� 0� lb N QP 0 FROM FOREST SER VICE 2003-86620 / �� �/Z Zy s 1509 / i r r-;: _q n mTv -mavvyn"5/8" IR WITH 2" „ / ^� FILM q-(,g-Z9?-S .C,0Pw%'(, M n 1036 w w , _ � � M W w V) w zkz �w V LEGEND RECORD DATA PER REFERENCE DOCUMENT MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE HISTORIC PROPERTY/RW LINES Q Q 50 25 0 50 FEET 1506 5/8" IR WITH 2" ALUMINUM CAP "P1 Cl LS 53270 2008" DOWN 0.3' CS 17769 R36 5/10/2022 N. 289869.10 E. 181 590.22 LS 53270 2008" FLUSH, CS 17769 R36 ALUMINUM CAP P1 C5 9 1506 / D� 1560 / �0• 3 1 /4" ALUMINUM DISK 6� MARKED AS SHOWN DOWN 0.6' IN CASE 1560 BLM PLAT 433396 (R9) 2/8/2023 N. 289806.35 E. 181590.19 JJ E1/16 S8 � 2018 <v� 0 �qND MANP REGISTERED PROFESSIONAL LAND SURVEYOR � �mll� OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 RENEWS:] 2-31-2024 Para etrix 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 CONTROL, RECOVERY AND RETRACEMENT SURVEY US 126, US 97, US 20 SISTERS -BEND CURB RAMPS SANTIAM HWY NO. 16, US 209 OR 126/MCKENZIE HWY NO. 159 US 209 OR 126 DESCHUTES COUNTY ODOT REGION 4 63055 NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442 AUGUST 3, 2023 SCALE: 1 "= 5 0' SHEET 6 OF 10 (7 6f 70. 34 R24) N PINE 5T. " 16f70.44 Vn d- ' X z X z 0 O�0 ��� ce o-�-U V Q LU Q to V) v) cry (42. 72' R24) 142.72" -CA-LC- 1530 30' 39.25' CALC (39 25' R24) (39.30' R32) 1530 5 / 8" 1 R WITH YPC "F. AST PLS 1938" FLUSH CS 00497 RI 5/1 1 /2022 N. 290474.35 E. 182933.82 O M O o " ? W " 5 PINE 5T. 0+ 00. 00 z " N PINE 5T. " 10 f 00.00 (Jo___ (N77 °W 7 7 6.21 CS 00488) (N67W 7 7 6.75 OCRR 0280) WVP 4„ N68°34'10"W 716'.10' 30' WiVAR. DTH WINE 1510 1014 59.96' R32 ( ) _ V) _ _ - p 30.87� 59.96' CALC 15 31 Lu w 5 4 Ln N8905230"W 7372.90' _ W 8 L z o�c 010 5 7 rn = r2]9.8§2--' U 30, Q o WN Lu0 WI Ln SE 1 /4 SECTION 5 T1 5S RI OE WM SW 1 /4 SECTION 4 T1 5S R10E WM NE 1 /4 SECTION 8 T15S RI OE WM NW 1 /4 SECTION 9 T1 5S Rl OE WM FOUND MONUMENTS TABLE "M" DESCiiUTES COUNTY SURVEyoij pw I /x CS = COUNTY SURVEY IR = IRON ROD MAG = MAGNETIC R# = REFERENCE PER REFERENCE TABLE PT. NUMBER NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1014 289843.91 182948.28 933+42.16 40.56' RT 5/1 1 /2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH IN CURB, UNKNOWN ORIGIN 1055 289824.32 182984.52 932+86.01 21.27' RT 7/6/2023 1 1 /4" COPPER PLUG "ODOT TWO", FLUSH IN CURB, REFERENCE NOT YET FILED 1056 289732.95 182926.47 933+43.57 70.42' LT 7/6/2023 1 1 /4" COPPER PLUG "ODOT THREE", FLUSH IN CURB, REFERENCE NOT YET FILED 1531 289834.25 182993.54 932+77.05 31.25' RT 5/1 1 /2022 5/8" IR UP 0.1 % CS 17037 R32 1532 289879.06 183313.37 929+57.45 77.77' RT 511 112022 MAG NAIL WITH WASHER STAMPED "LS 60068" FLUSH, CS 18916 R39 'NOTE.' RW WIDTHS FOR CASCADE A VE SHOWN ARE MEASURED TO CL MCKENZIE 7 12 13 6 1 i 7 1 2 1 PARCEL 2 0 HWY ('M) NOT SECTION LINE. RIVISPARALLEL WITH SECTION LINE (3 7.00' ON THE 1 1 1 532 0 4 NORTH SIDE, 30.00' ON THE SOUTH SIDE)- SEE NARRA TI VE i i u V a PARCEL 1 589047'00'T 80' 7 zn (N89 °47 '29 "W R4, R38) (zr) "M" N89°47'35"tiV oM o M SEC. LINE 589 ,4 7'00 "E, 2640. 791 ' o (SEC. LINE N89 40 56rW, 2640. 7 S R38) (SEC. LINES88°04'59"E. 2640_ I S' R17) PA 1 1 I 589 °4 7 '0077 I I I ( 1 1056 I i I 1 I i ( i i I i 1 1 I I i i 70 9 I 8 17 I 6 15 I I I 4 13 1 2 17 1029 o o � W z00 za) XO 0 XO 0 CLCL W �w 1032 Q V) < to VAR. WIDTH , 30 1030 1031 WEST HOOD AVE. FOUND MONUMENTS TABLE "HWY 126" m CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP PT. NUMBER NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1054 289831.12 18281 5.46 0+90.04 23.16' RT 7/6/2023 1 1 /4" COPPER PLUG "ODOT ONE", FLUSH IN CURB, REFERENCE NOT YET FILED 1057 289781.38 182828.65 0+72.51 25.22' LT 7/6/2023 1 1 /4" COPPER PLUG "ODOT FOUR", FLUSH IN CURB, REFERENCE NOT YET FILED 1510 289844.57 182862.59 0+42.45 40.01' RT 5/10/2022 5/8" IR WITH 2" ALUMINUM CAP "P2 C6 LS 53270 2008" DOWN 0.81, CS 17769 R36 FOUND MONUMENTS TABLE "S PINE ST." PT. NUMBER NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1029 289647.42 182932.29 1 +55.92 30.04' LT 5/12/2022 5/8" IR UP 0.11, CS 20455 R46 1030 289533.37 182931.60 2+69.96 29.96' LT 5/12/2022 5/8" IR WITH YPC "H.A. MCCOY ENGR" FLUSH, CS 20455 R46 1031 289533.74 182871.30 2+69.92 30.35' RT 5/12/2022 5/8" IR UP 0.1 % CS 13239 R23 1032 289544.86 182872.98 2+58.79 28.72' RT 5/12/2022 5/8" IR WITH SMASHED YPC UP 0.05', CS 13239 R23 M oc 0 M oc LEGEND () RECORD DATA PER REFERENCE DOCUMENT M IN El 3 14 SO 6 17 18 0 C A IF F F�G�V °l'S o � DDl 0[� � Q � 589 4100E I I p 14 589 41 00 f MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE SET GPS STATION RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE HISTORIC PROPERTY/RW LINES SW1 /4 SECTION 4 US HWY 20/OR 126 MCKENZIE HWY CASCADE AVE NW1 /4 SECTION 9 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 RENEWS:12-31-2024 Pa'rametrix 00 W (on w try W z ..I U i� 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 CONTROL, RECOVERY AND RETRACEMENT SURVEY US 126, US 97, US 20 SISTERS -BEND CURB RAMPS SANTIAM HWY NO. 167 US 20, OR 126/MCKENZIE HWY NO. 15, US 203 OR 126 DESCHUTES COUNTY ODOT REGION 4 63055 NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442 AUGUST 3, 2023 SCALE: 1 "= 5 0' SHEET 7 OF 10 1534 (1 1 1 1 R38) MAG NAIL AND WASHER FLUSH IN CONCRETE CS 17711 R35 5/11/2022 N. 289942.69 E. 183953.84 923+17.33 (923+17.37 R38) 144.83' RT (144.78' RT R38) 1534 41. W) W =:I Ln -. rn LW o Lf) rn AR 80' 5 80' CS = COUNTY SURVEY IR = IRON ROD MAG = MAGNETIC R# = REFERENCE PER REFERENCE TABLE 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 SW 1 /4 SECTION 4 T1 5S Ill OE WM NW 1 /4 SECTION 9 T1 5S RI OE WM " � � 'c �-- U 1: E I q K-J-D PARCEL 1 PARCEL 2 4 5 6 F IP 20 - � 0 I I ( I ( 589°41 '00'T US HWY 20/OR 126 M SWI /4 SECTION 4 MCKENZI E HWY M NW1 / 4 SECTION 9 CASCADE AVE O M ALLEY I 0 S89047'00X *NOTE. RW WIDTHS FOR CASCADE A VE SHOWN ARE MEASURED TO CL MCKENZIE HWY ('M9 NOT SECT/ON LINE. RW 15 PARALLEL WITH SECTION LINE (31.00' ON THE NORTH 51DE, 30.00' ON THE SOUTH 5/DE)- SEE NARRA TI VE DESCHUTES CoumR -' 16 c a (N89"41 '29"W R4, R38) '7IJ" N89 °41 '35 "W M SEC. LINE 589 °4 7 '00 "E, 2640.7 9' (SEC. LINE N89'40'56"W, 2640.15' R38) O (SEC. L INE S88 004'59 "E, 2640.18' R 17) M 58904100 E 1 �D Al wA �D�OO �l 11 )� FD) H (o 4 � 6 � 5 4 3 2 1 ALLEY 1026 (1 101 R38) 5 / 8" I R WITH YPC "F AST PLS 1938" UP 0.1' CS 06554 R20 5/12/2022 N. 289582.76 E. 18451 1.81 917+57.45 (917+57.44 R38) 21 1.94' LT (212.14- LT R38) 50 25 0 50 FEET 1026 V) L6 -4 W vo U o� �� V) REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 7I 2 3 OI I I I I I I 1 1 589 °41 100'E Ln 4 3 ALLEY 0 C31 W W W W un W z J U F- li < 15 I IL 1541 1541 MAG NAIL WITH WASHER FLUSH IN CONCRETE CS 20424 R45 5/71J2022 N. 289638.20 E. 184592.12 916+77.44 1 56.24' LT Parametrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAM ETRIX.COM RENEWS: 12-31-2024 00 F_ w w mr V) w w w z J U Q N rA MONUMENTS/BETWEEN MONUMENTS AND CL FOUND MONUMENT NOTED IN TABLE SET GPS STATION RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE HISTORIC PROPERTY/RW LINES 1538 tn 1537 1:> so roll 0 C9 a ALLEY SW 1 /4 SECTION 4 T1 5S R10E WM NW 1 J4 SECTION 9 T1 5S R10E WM FOUND MONUMENTS TABLE 951 N CS = COUNTY SURVEY IR = IRON ROD YPC = YELLOW PLASTIC CAP c.:+ R# = REFERENCE PER REFERENCE TABLE crt PT. NUMBER NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1020 289822.81 184994.82 913+00.75 85.59' RT 5/1 1 /2022 MAG NAIL IN CONC FLUSH, WITH LATHE "PROPERTY CORNER @ NAIL", CS 20825 R47 1021 289822.65 185033.29 912+69.33 100.42' RT 5/1 1 /2022 5/8" IR WITH YPC "FRED AST PLS 1938" FLUSH, CS 20825 R47 1535 289807.77 184891.82 913+86.48 38.99' RT 5/1 1 /2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, CS 18344 R38 1 536 289937.47 184913.93 NA NA 5/1 1 /2022 MAG NAIL WITH WASHER STAMPED "PLS 1968" FLUSH, CS 20825 R47 1 537 290006.34 184914.25 NA NA 5/1 1 /2022 5/8" IR WITH YPC "FRED ASTJR PLS 1938" FLUSH, CS 1 531 7 R26 1 538 290063.28 184914.58 NA NA 5/1 1 /2022 5/8" IR WITH YPC "FRED ASTJR PLS 1938" DOWN 0.2% CS 15317 R26 1556 289823.52 184913.25 913+71.08 59.88' RT 5/24/2022 5/8" IR WITH YPC "FRED ASTJR PLS 1938" FLUSH, CS 20825 R47 1 557 289763.92 184973.48 912+98.91 22.99' RT 5/24/2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, UNKNOWN ORIGIN 04 �00 REGISTERED PROFESSIONAL LAND SURVEYOR DESCHUTES COUNTY SURVEYOR a- FIM � -le-70 2 2-> BY: Cak wl /1 OREGON MARCH 9, 2021 CHRIS ROBINSON 50 25 0 50 96451 FEET RENEWS: 12-31-2024 .. z O u w V) w X O ce- CL CL Q 1045 Cn z O_ u w cn �t- w z X O CL CL Q 1045 1 /4 CORNER SECTIONS 4/9 3 1 12" BRASS DISK IN CASE, M ARKED AS SHOWN 5/13/2022 N. 289788.90 E. 185543.24 OCRR 1 728 *THIS MONUMENT IS NOT EXPECTED TO BE DISTURBED DUE TO CONSTRUCTION RELATED TO THIS PROJECT Q�SGNVTES Co Tl 5S R10E S4 1/4 S9 PLS 60068 2004 \BYO S 0�' Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAN, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM PLANS PREPARED FOR OREGON DEPARTMENT OF TRANSPORTATION CONTROL, RECOVERY AND RETRACEMENT SURVEY US 126, US 97, US 20 SISTERS -BEND CURB RAMPS SANTIAM HWY NO. 16, US 20, OR 126/MCKENZIE HWY NO. 15, US 20, OR 126 DESCHUTES COUNTY ODOT REGION 4 63055 NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442 AUGUST 3, 2023 SCALE: 1 "= 5 0' SHEET 9 OF 10 21155,z NW 1 /4 SECTION 9 T1 5S RI OE WM NE 1 /4 SECTION 9 T1 5S RI OE WM ►LE IR = IRON ROD IP = IRON PIPE ;TATION OFFSET DATE DESCRIPTION 303+75.84 29.75' LT 5/12/2022 1 /2" IR DOWN 0.8% UNKNOWN ORIGIN )07+19.94 28.43' RT 5/1 1 /2022 1 1 /8" COPPER PLUG "ODOT CONTROL" FLUSH, UNKNOWN ORIGIN 304+56.93 30.09' LT 5/12/2022 3/4" IP DOWN 0.3`, CS 00519 R14, FOUND IN CS 00520 RI AND CS 14721 R48 n 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 Nl U LEGEND RECORD DATA PER REFERENCE DOCUMENT MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE RIGHT-OF-WAY UNRESOLVED RW/PROPERTY LINE HISTORIC PROPERTY/RW LINES Para etrix 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 CONTROL, RECOVERY AND RETRACEMENT SURVEY US 126, US 97, US 20 SISTERS -BEND CURB RAMPS SANTIAM HWY NO. 16, US 20, OR 126/MCKENZIE HWY NO. 15, US 20, OR 126 D ESCH UTES COUNTY AUGUST 3, 2023 SCALE: 1 "= 5 0' SHEET 10 OF 10 RENEWS: 12-31-2024 ODOT REGION 4 630SS NORTH HIGHWAY 97 BEND, OR 97703 KEY NO. 22442