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HomeMy WebLinkAboutSurvey 21167NW 1 /4 AND El /2 SECTION 31 Tl 6S RI 2E WM i IN NARRA T/ VE.' - - - a-- � 2108 6�2 � ZSn, 0az 2108 9 \\ FD. 314" !R. W/ PADDLE "SHR W" `\ N. 238802.62 \ E.239733.38 "US20" 38+89.32 149.82 RT \ I O \ \ Q �. THIS CONTROL, RECOVERYAND RETRACEMENT MAP SHOWS THE RESOL VED RIGHTS OF WA YAND RECOVERED PROPERTY PINS IN THE VICINITY OF THE US20 TUMALO PROJECT. FOCUS IS ONL Y IN THE AREAS OF POSSIBLE DISTURBANCE FOR MONUMENTS OF RECORD. HIGHWA YAND STREET CENTER LINES WERE RESOL VED BY HOLDING THE FOUND MONUMENTS AS NOTED HEREON_ ALL SECTION LINES, QUARTER SECTION LINES, SUBDIVISION LINES ARE PROTRACTED UNLESS OTHERWISE NOTED. BASIS OF BEARING AND COORDINA TES ARE.- OREGON COORDINA TE REFERENCE SYSTEM BEND -REDMOND - PRINEVILLE ZONE. NAD83(2011)EPOCH 2O10 �> I ------------- _ r -4th St. I �j pp r I \\ t h St. CD1 III I I \ .6th St. 0 C7t h St. F - \I + O I -,, -----I- \ --- 0----------- T8th St. I -• D I I SHEET INDEX SHEET 1 - VICINITY, NARRA TIVE, MONUMENT TABLES AND BASIS OF BEARINGS SHEET 2 - MONUMENT TABLES SHEETS 3 THRU 8- ALIGNMENTS AND FOUND MONUMENTS AS NOTED LEGEND O FOUND MONUMENT NOTED IN TABLE ® NETWORK POINT NOTED IN TABLE REFERENCE LIST REFERENCES USED 78-4-73(A) - ODOT PART. PLAT. 2077-4 (8) - TIM CHAPMAN P.L.S C.S. 73534 (C) - WILLIAMR. TYEP.L.S. C.S. 70248 (D) -JAMES R. TYE P.L.S. C.S. 74837 (E) - MICHAELJ. BERRYP.L.S. C.S. 75068 (F)- MICHAELJ. BERRYP.L.S. C.S. 74828 (G) - MICHAEL) BERRYAL.S. C.S. 79867 (H) - DANIEL T. BUR TON P.L.S. C.S. 75050 (l)-JERRYC. POWELL P.L.S. 1 1 1 1 1 1IV 0 CHUTES� Suw4EY0n FILIED. 09 Z? 2023 Go��ins 4TH STREET CONTROL AND MONUMENTS POINT NORTHING FASTING STATION OFFSET DESCRIPTION 2026 238007.80 247322. 02 "4th St. " 44+64. 00 33.96 L T FD. 7 "AXLE, NO RECORD, TIED IN CS75068 2006 238007. 75 24 7327.17 "4th St. " 44+64. 85 34.07 LT FD. 518" /R. W/ YPC 'SCE & S" CS 7 2253 238065. 54 247736.17 "4th St. " 4 6+ 49. 85 29.95 RT FD. 7 /2 " IR. CS 70235 2250 238005. 48 247027.33 "4th St. " 47+ 64.69 30. 00 L T FD. 518" /R. C57 0236 2257 238005.36 240967.27 "4th 5t. "48+24.87 30.07LT FD. 7/2"IR. CS 70250 2252 238005. 29 240856. 32 "4th St. " 49+29. 69 30.04 L T FD. 7/2" /R. CS 7 0250 2254 238005.77 24073 7.33 "4th St. " 50+54.69 30.05 L T FD. 5/8" /R. W/ YPC "DEA INC" CS 75050 2256 238005.27 240677. 23 "4th St. " 57 + 7 4.79 29.96 L T FD. 5/8" /R. W/RPC "LS 7 020" CS7 0238 2255 238065. 09 240677.77 "4th St. " 57 + 74. 85 29.93 RT FD. 5/8" IR. NO RECORD 2257 238064.95 240440.96 "4th 5t. "53+45.00 30.00 RT FD. 7/2"IR. CS 70235 5TH STREET CONTROL AND MONUMENTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 7 079 237705.18 240566.53 75th 5t" 47+79. 46 30.03 L T FD. 518" IR CS70238 7 020 237703.18 240669. 77 "Sth St" 48+82. 70 27.96 L T FD. 518" IR W/ RPC 'PLS 7 020" CS7 0238 2024 237705.77 240737.37 "5th St" 49+ 44. 24 29.97 LT FD. 518 " IR. W/ YPC 'DEA INC. " CS 7 5050 1021 237705.35 240836.63 "5th St" 50+49.57 30.03 L T FD. 5/8"IR W/ YPC "DEA INC" CS15050 7 009 237705. 27 240856. 59 "5th St" 50+ 69.52 29.93 L T FD. 518" IR CS 0250 2007 237705. 64 240967. 73 "5th St" 57 +74. 07 30.23 L T FD. 5/8" IR. BENT SLIGHTLY WEST, TIED TOP CS7 0250 7 008 237675.43 24099 7. 59 "5th St" 52+ 04.50 0. 00 L T FD. RR SPIKE CS 0250 5 237699.05 247005.87 "5th St" 52+78.74 23.61 LT SET 7-7/2"BRASS CAP "ODOT CONTROL" 2002 237705.77 247022.56 "5th St" 52+35.50 30.32 L T FD. 7/2 " IP. BENT SLIGHTL Y EAST, TIED TOP CS7 0237 2003 237705.54 247136.57 "5th St" 53+49. 45 30.07 LT F0 518" IR. W/ YPC "DEA INC. " CS17896 2004 237705.53 247257.53 'Sth 5t"54+64.47 29.92 LT FD. 7 "PLUG MARKED "DEA INC. " CS77896 7075 237675.63 247286.40 'Sth St"54+99.32 0.00 LT FD. 2"ALUM DISK CS75767 7 237705.38 247307.47 "5th St"55+20.40 29.74 LT SET 7 "BRASS PLUG "ODOT CONTROL #7" 2007 237645.63 247327.42 "5th 5t"55+34.32 30.02 RT FD. 5/8"IR. CS76832 7TH STREET CONTROL AND MONUMENTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 7 074 236955. 46 240992.34 7th St" 72+04. 46 0. 00 L T FD. RR SPIKE CS 0250 2023 236985.67 247 737.34 7th St" 73+49. 50 29.98 L T FD. 5/8" IR. W/ YPC 'BAXTER SURVEYING" CS78973 2021 236985.74 247252.26 7th St" 74+64.42 29.98 LT FD. 518"IR. W/ YPC "BAXTER SURVEYING" CS78973 7 025 236923. 82 24 7252. 67 7th St" 74+64. 75 31.94 RT FD. 2- 7/4 " BRASS CAP 'X" 2073 236925.74 247322.37 7th St" 75+34.40 30.70 RT FD. 5/8" IR. W/ YPC 'BAXTER SURVEY/NG" CS79007 8TH STREET CONTROL AND MONUMENTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 2709 236565. 73 247292.59 "Sth St" 0+24.62 30.04 RT FD. 5/8" IR. W/ YPC "BAXTER SURVEYING" CS 79294 2075 236625.20 247322.62 "Sth St"0+54.70 30.00 LT FD. 5/8"IR. W/ YPC "BAXTER SUR VEYING" CS79007 2076 236625.30 247437.54 "Sth St" 1+69.62 30.00 LT FD. 5/8"IR. W/ YPC "BAXTER SUR VEYING" CS79007 SEC, 6, T,17 S., R.12 Egg WA 6 5 REGISTERED OREGON DEPARTMENT OF TRANSPORTATION ODOT DRAWINGS ADDITIONAL COUNTYSURVEYS PROFESSIONAL RW9673M 3534 70255 7S767 79294 2085 LAND SURVEYOR HORIZONTAL CONTROL' RECOVERY AND RETRACEMENT MAP 70B-2-7 70235 72250 76832 79861 FD. 3 1 /4" DISK "DCSO" 70236 72593 76832 N. 233824.50 US20 TUMALO 70237 73483 77896 E.243052.59 FPARr 70238 73534 78778 OCRR 0110 zl��z MCKENZIE -BEND HIGHWAY 70241 14732 78913 OREGON ° DESCHUTES COUNTY 70248 74828 18973 MAY 10,201 1 � 70250 74937 79007 ROBERT A. CHURCHILL �q� s. 70257 75068 19001 7 7 6 3 6}, ��RT A RENEWS: 12-31-2023 ODOT REGION 4 TECH CENTER DUNE 2023 63055 N. HWY 97, BLDG M NO SCALE BEND, OR 97703 KEY NO. 14892 SHEET 1 OF 8 NW 1 /4 AND El /2 SECTION 31 Tl 6S R12E WM U520 CONTROL AND MONUMENTS POINT NORTHING EASTING STA TION OFFSET DESCRIPTION 2708 238802.62 239733.38 "US20" 38+89.32 749.82 RT FD. 3/4-IR. W/ PADDLE 'SHRW PT 58+89.32-500' 2267 238463.27 239976.56 "US20"42+74.96 749.84 RT FD. 518"IR. W/ YPC "TYE ENGINEERING" CS74732 2264 233467.38 240207.53 "U520" 44+ 72. 00 7 00.02 L T FD. 518"IR. CS74732 11 238340.81 240720.73 "US20" 44+79.77 28.36 RT SET 518" IR W/ RPC "ODOT CONTROL " 2265 238068.37 2404 73.72 "U520" 48+58.63 7 00.04 L T FD. 518"IR. W/ YPC "TYE ENGINEERING" CS74732 2260 237804.36 240272. 77 "U520" 50+23.70 749.95 RT FD. 518"SM00TH IR. 2262 237799. 69 240274.78 "U520" 50+29. 05 7 49.86 RT FD. 518" IR. W/ YPC "TYE ENGINEERING" CS74732 2030 237674.93 240473.69 "U520" 52+04.82 86.90 RT FD. 518" /R. W/ YPC "TES 7789" CS73534 2029 237672. 08 2404 73. 68 "US20" 52+07.33 88.26 RT FD. 518" IR. W/ YPC "BAXTER SURVEYING" 7007 237674.96 240455.59 "US20" 52+24.77 50.07 RT FD. 518"IR W/ YPC "PL5 7789" C53534 74 237670. 78 240480. 77 "US20" 52+40.58 30.65 RT SET 518"IR W/ RPC "ODOT CONTROL" 7079 237705.78 240566.53 "U520"52+50.87 67.96LT FD. 5/8"IRC570238 3 237659.07 240494.95 "U520" 52+57.38 22.93 RT FD. RR SPIKE, OLD ODOT CONTROL, NO RECORD 7 006 237470. 07 240566.76 "U520" 54+57. 52 50.05 RT FD. 518"IR W/ YPC 'PLS 7 789" CS3534 7005 237375. 71 240649.88 "U520" 56+33.65 50.00 RT FD. 518" IR W/ YPC 'PL5 7 789 " CS3534 7 004 237295. 79 240665. 98 "US20" 56+67. 63 50.04 RT FD. 5/8" IR W/ YPC 'SCE&S" C57 0248 70 236924. 77 240960.57 "US20" 67 +24. 70 37.97 L T SET 518"IR W/ RPC "ODOT CONTROL " 4 236877.82 240948. 74 "U520" 62+ 7 8.22 26.63 RT SET 7/2"SQR IR W/ "ODOT CONTROL " 7027 236827.70 247026.38 "US20" 62+47.47 49.76 LT FD. 314"IR. W/ POST AND PADDLE 7026 236780. 74 240933.77 "US20" 62+41.67 49.98 RT F> 3/4"IR. W/ POST AND PADDLE 2053 236565.37 247054.94 "US20" 64+85.87 49.76 RT FD. 1/2"IR. CS70246 2052 236534.01 247077.52 "US20" 65+27.29 50.04 RT FD. 5/8"IR W/ NO CAP CS74828 2055 236436.72 247 723.98 "U520" 66+37.82 50.09 RT FD. 518" IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 79 236467. 00 247277.94 "U520" 66+49. 87 46.97 L T SET 518"IR W/ RPC "ODOT CONTROL" 2063 236463.75 247252.63 "US20" 66+69.75 75.95 LT FD. 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 2064 236477.67 247275.98 "US20" 67+20.79 74.67 L T FD. 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 2770 236475.23 247292.75 "US20" 67+30.97 88.27 LT FD. 518" IR. W/ YPC "BAXTER SURVEYING" CS 79294 2066 236235.21 247 729.31 "US20" 68+ 7 7.20 742.07 RT FD. 518" 1R. W/ YPC "LS 53269" CS 53269 2773 236375.25 247322.85 "U520 " 68+33. 7 8 67. 20 L T FD. 518"IR. CS 70255 2777 236278. 81 247322.91 "US20 " 68+ 65. 28 49.94 L T FD. 518 " IR. CS 7 0255 2776 236235.29 247346.35 "US20" 69+ 74.77 49.89 L T FD. 518" IR. CS 70255 2067 235939. 08 247288. 79 "U520" 77 +47. 73 742. 00 RT FD. 518"IR W/ NO CAP CS 53269 2068 235926. 70 247288. 78 "0520" 77 +59. 75 743.73 RT FD. 518"IR. W/ YPC, ILLEGIBLE CS 53269 76 235668.36 247546.34 "U520" 75+08.59 43.45 RT SET 518" IR W/ RPC "ODOT CONTROL " 2707 235037. 76 247822.84 "U520" 87+95.37 7 00. 00 RT FD. 5/8"IR. W/ PADDLE 'SHRW PS 87+98.60-700' 2706 235732.20 247993.80 "U520" 87 +95. 33 99.99 L T FD. 314" 1R. COOK A VENUE CONTROL AND MONUMENTS POINT NORTHING EASTING STA TION OFFSET 2062 236577.48 247252.67 "Cook Ave"57+07.00 57.56RT 2109 236565.13 247292.59 "Cook A ve "57 +46.36 38. 00 RT 2075 236625.20 247322.62 "Cook Ave"57+95.48 38.27 RT 2074 236775.45 241322.45 "Cook A ve " 53+37.70 35.00 RT 3202 236825.59 247322.47 "Cook A ve " 53+87. 85 35.02 RT 3207 236856.63 247322.37 "Cook Ave"54+78.89 35.07 RT 3200 236875.68 247322.38 "Cook Ave" 54 +37.93 35.05 R T 7025 236923.82 247252.67 "Cook Ave"54+86.76 34.67 LT 2073 236925.74 247322.37 "Cook Ave"54+88.00 35.04 RT 2027 236985.74 247252.26 "Cook Ave " 55+ 48.08 34.94 L T 9 237003. 76 247303.39 "Cook Ave"55+65.43 76.27 RT 2072 237085.80 241322. 71 "Cook Ave"56+48.06 35.02 RT 2022 2377 85. 73 247252.70 "Cook A ve " 57+ 48. 07 34.87 L T 2011 237270.76 247322.04 "Cook Ave"57+73.02 35.70 RT 2070 237375.61 247327.42 "Cook Ave"58+77.87 34.60 RT 7078 237345.52 247257.67 "Cook Ave"59+07.86 35.78 LT 7077 237370.33 247251.64 "Cook Ave"59+32.67 35.72 LT 2007 237645.63 247327.42 "Cook Ave " 62+07.89 34.98 RT 7075 237675.63 247286.40 "Cook Ave"62+37.92 0.00 LT 2004 237705.53 247257.53 "Cook Ave" 62+67.87 34.84 LT 2025 237855.28 247251.34 "Cook A ve " 64 + 7 7.62 34.86 L T 2005 237855.63 247252.33 "Cook Ave " 64 + 77.97 33.87 L T 2006 238007.75 247327. 77 "Cook Ave" 65+64.07 35.74 RT 2026 23800 7.80 24 7 322.02 "Cook Ave " 65+ 64. 05 35.99 R T DESCRIPTION FD. 518"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 FD. 518 " IR. W/ YPC "BAXTER SURVEYING" CS 79294 FD. 518 " /R. W/ YPC "BAXTER SUR VEYING" CS 7 9007 FD. 518 " IR. W/ YPC "BAXTER SUR VEYING" CS 19001 FD. 5/8"IR. W/YPC "TYE ENGINEERING" CS20640 FD. 518"IR. W/YPC "TYE ENGINEERING" CS20640 FD. 518"IR. W/YPC "TYE ENGINEERING" CS20640 FD. 2-1/4"BRASS CAP 'X" FD. 518 " /R. W/ YPC "BAXTER SUR VEYING" CS 79007 FD. 518"IR W/ YPC 'BAXTER SURVEYING" CS78913 SET 518" IR W/ 7 - 712" BRASS CAP "ODOT CONTROL " FD. 518" IR. W/ YPC "TYE ENGINEERING" CS79775 FD. 518"IR. W/ YPC "BAXTER SURVEYING" CS78973 FD. 518" IR. W/ I -1/2"ALUM CAP, ILLEGIBLE CS10241 FD. 518" IR. W/ YPC DAMAGED CAP "... ENG. " CS12593 FD. 7/2" IP CS73483 FD. 518" IR W/ YPC 'SCE&S" CS73483 FD. 518" IR. CS 6832 FD. 2"ALUM DISK CS15767 FD. 7 "PLUG MARKED "DEA INC. " CS77896 FD. 518" IR. W/ YPC "W&H PACIFIC" CS 8178 FD. I "PLUG MARKED "DEA INC" CS 7 7896 FD. 518" /R. W/ YPC 'SCE & S" CS ? FD. 7 "AXLE, NO RECORD, TIED IN CS 15068 WOOD A VENUE CONTROL AND MONUMENTS POINT NORTHING EASTING STATION OFFSET 2210 236925.77 240672.85 "Wood" 0+30.04 30. 00 RT 2209 236875.75 240672.82 "Wood" 0+80.06 30.06 RT 2208 236825.76 240672. 87 "Wood " 7 +30. 05 3U 04 RT 2207 236775.73 240677.95 "Wood" 7+80.08 30.99 RT 2206 236725.76 240672.94 "Wood"2+30.05 30.04 RT 2205 236675.73 240671.96 "Wood"2+80.08 31.05 RT 2204 236595.20 240673.07 "Wood"3+60.01 29.99 RT 2207 236595.20 240733.00 "Wood"3+60.05 29.94 LT 2249 236565.23 240703.05 "Wood"3+90.00 0.03 RT 2202 236565.27 240733.03 "Wood " 3+90.04 29.95 L T 2203 236565.77 240673. 74 "Wood"3+90.04 29.94 RT 2234 236575. 74 240703.77 "Wood" 4+40.09 0.00 LT 2235 236465. 72 240703.76 "Wood " 4+90. 7 7 0.02 LT 2236 236475.07 240703. 77 "Wood"5+40. 76 0.00 RT 2240 236365.06 240703.78 "Wood"5+90.77 0.02 RT 2237 2363 7 4.85 240703.27 "Wood " 6+40.38 0.03 LT 2049 236305.08 240696.52 "Wood" 6+50.75 6.72 RT 2239 236292.47 240703.25 "Wood" 6+62.76 0.00 RT BAILEY ROAD CONTROL AND MONUMENTS DESCRIPTION FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518" IR. W/ YPC 'SCE&S" CS79867 FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518"IR. W/ YPC `SCE&S" CS79867 FD. 518" IR. W/ YPC 'SCE&S" CS79867 FD. 518" /R. W/ YPC 'SCE&S" CS19667 FD. 518" IR. W/ YPC 'SCE&S" CS79867 FD. 518" IR. W/ YPC 'SCE&S" CS19867 FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518" /R. W/ YPC 'SCE&S" CS79867 FD. 518 " IR. W/ YPC 'SCE&S" CS 7 9861 FD. 518" /R. W/ NO CAP C57 483 7 FD. 518" IR. W/ YPC 'SCE&S" CS79867 DESCHUTES COUNTY :YOR ly RLED 0q/zr7-/2A-a Bysullpecd,livs mom POINT NORTHING EASTING STATION OFFSET DESCRIPTION 2270 236925.77 240672.85 "Bailey Rd" 62+27.59 30.04 L T FD. 518" IR. W/ YPC 'SCE&S" CS79867 7007 236984.98 240567.57 'Bailey Rd" 63+27.98 32.24 RT FD. 518" IR W/ YPC 'SCE&S" CS70248 7022 N. 236921.58' E. 240567.55" "Bailey Rd"63+39.88 30.04'Lt. FD. 5/8"IR W/2"ALUM CAP "DESCH. CTYENC. LS2390R/W" CS74837 2277 236925.05 240567.53 "Bailey Rd" 63+38.99 26.66 L T FD. 518" IR. W/ YPC 'SCE&S" CS79861 72 236956.33 240523.22 "Bailey Rd" 63+72.34 77. 07 RT SET 518" IR W/ RPC "ODOT CONTROL " 2227 236825.04 240463. 85 "Bailey Rd"' 65+ 19.86 29.95 L T FD. 518" IR. W/ YPC 'SCE&S" CS79867 2220 236775.07 240457.98 'Bailey Rd" 65+87.75 29.88 L T FD. 518"IR. W/ YPC 'SCE&S" CS79867 2279 236768. 86 240458.54 'Bailey Rd" 65+88.69 29.91 L T FD. 518" /R. W/ YPC 'SCE&S" C519867 2278 236725.72 240463.25 "Bailey Rd" 66+32.68 29.93 L T FD. 518"IR. W/ YPC 'SCE&S" CS79867 2277 236675.78 240463.57 Bailey Rd 66+82.90 29.89 LT FD. 518 IR. W/ YPC SCE&S CS79867 2222 236595.25 240477.24 'Bailey Rd" 67+63.30 29.98 L T FD. 518" IR. W/ YPC 'SCE&S" C519867 2223 236575. 77 240485. 85 "Bailey Rd" 68+43.84 30. 00 L T FD. 518" IR. W/ YPC 'SCE&S"' CS79867 2032 236509. 03 240486.34 "Bailey Rd" 68+50.00 29.83 LT FD. 518" IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. RI CS74837 2224 236465.08 240490.54 "Bailey Rd" 68+93.32 29.92 L T FD. 518"IR. W/ YPC 'SCE&S" C579867 2225 236475. 04 240493.77 "Bailey Rd" 69+42.52 29.98 LT FD. 518" /R. W/ YPC 'SCE&S" CS19867 2226 236364.96 240495.36 'Bailey Rd" 69+97.68 29.97 L T FD. 518"IR. W/ YPC 'SCE&S" CS79867 2033 236374.80 240495.35 'Bailey Rd" 70+40.90 29.96 LT FD. 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 2036 236234.79 240492.09 "Bailey Rd" 77+ 19.47 29.97 LT FD. 518" IR W/ 2"ALUM CAP 'DESCHUTES CNTYENG. RI CS74837 2039 236203.90 240489.77 "Bailey Rd" 77+49.87 30.00 LT FD. 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. RI CS74837 2040 236054.85 240477.02 "Bailey Rd" 72+99.47 30.00 LT FD. 518" IR W/ 2"ALUM CAP 'DESCHUTES CNTYENG. RI CS14837 0.8. RILEYROAD CONTROL AND MONUMENTS POINT NOR THING EASTING STA TION OFFSET DESCRIPTION 2059 235690.71 240580.01 "OBRiley"39+00.23 40.00 RT FD. 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. RI CS74837 2058 235870.48 240597.57 "OBRiley" 40+80.37 39.92 RT FD. 5/8"IR W/ 2"ALUM CAP 'DESCHUTES CNTYENG. RI CS14837 2047 236054.85 240549.48 "OBRiley" 42+52.67 40.06 LT FD. 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 2057 236068.36 240641.50 "OBRiley" 43+DO. 23 39.93 RT FD. 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 2056 236143.86 240695.67 "OBRiley" 44+00. 78 49.97 RT FD. 518"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. RI CS74837 2238 236234.89 240657. 07 "OBRiley" 44+47.37 40.02 L T FD. 518"IR. W/ YPC 'SCE&S" CS79867 2239 236292.47 240703.25 "OBRiley" 45+20.20 40.04 L T FD. 518"IR. W/ YPC 'SCE&S" CS79867 2065 236253.86 240794.38 "OBRiley" 45+61.93 49.92 RT FD. 518"1R. W/ YPC 7S 53269" CS 53269 78 236324.58 240765.62 "OBRiley" 45+84.90 23.06 L T FD. 518"IR. W/ RPC "ODOT CONTROL " 2247 236365.03 240792.32 "OBRiley" 46+28.05 40.03 L T FD. 518"IR. W/ YPC 'SCE&S" CS79867 2050 236394.92 240847.24 "OBRiley" 46+87.82 40.00 LT FD. 5/8"IR W/ 2"ALUM CAP 'DESCHUTES CNTYENG. RI CS74828 2242 236399.78 240848.17 "OBRiley" 46+89.75 40. 03 L T FD. 518"IR. W/ YPC 'SCE&S" CS79867 2248 236478.46 240992.68 "OBRiley" 48+54.77 39.94 L T FD. 518"IR. W/ YPC 'SCE&S" CS 19867 2057 236506. 78 241043.85 "OBRiley" 49+ 13.25 40. 00 L T FD. 518" IR W/ 2 "AL UM CAP 'DESCHUTES CNTY ENG. R/W CS 4828 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 NW 1 /4 SECTION 31 Tl 6S Ill 2E WM tiV V .p ti a I REFERENCE LIST Ln 0 50 (S28 24 T)A S2827 '47"E U520: MCKENZIE —BEND HWY. REFERENCES USED ODOT DRAWINGS ADDITIONAL COUNTYSURVEYS 7B-4-13(A) - ODOT RW9613M 3534 10255 75167 19294 PART. PLAT. 2077-4 (8) - TIM CHAPMAN P.L.S 70B-2-7 70236 12250 16832 19861 REGISTERED C.S. 13534 (C) - WILLIAM R. TYEP.L.S. 10237 12593 16832 20640 PROFESSIONAL C.S. 70248 (D) - JA MES R. TYEAL.S. 70238 13483 17896 LAND SURVEYOR C.S. 14837 (E) - MICHAELJ. BERRYP.L.S. 70241 13534 78173 LEGEND C.S. 15068 (F)- MICHAELJ. BERRYP.L.S. 70248 14732 78913 C.S. 74828 (G) - MICHAELJ. BERRYP.L.S. 70250 14828 18973 Q FOUND MONUMENT C.S. 19861 (H) - DANIEL T. BURTON P.L.S. 70251 14831 19007 NOTED IN TABLE C.S. 15050 (I)-JERRYC. POWELL P.L.S. 15068 19001 OREGON C.S. 10235 (/) - GRAUE Ak MAY 10, 2011 NETWORK POINT ROBERT A. CHURCHILL NOTED IN TABLE 7 7 6 3 6 FILM CTIZ17/06Z3 Y! Col I inS 0 o \ (S28 24'E)A Ln 0 50 25 0 50 FEET RENEWS: 12-31-2023 J 05'*1 NE 1 /4 SECTION 31 T16S R12E WM 0 0 2257 30' yEZ D FOR 4TH ST 3 0' 02255 2+42.97 (NWood) 0 50+84.77 (4th St.) m S89 °56'50 "W N. 238035.189 E. 240707.337 4th St. 0 4th St. krn SOS (3091 -1n, L4 O S 4 � � O O � � q, M O Ln r N Station: 50+29.03 Offset: 750. 00' Rt o w 2 2 6 0 226\0 v 5bf26.65 2262 ' �, 4 v - I5�,\35' Rt d: 35' Z3'ZS" R: 3 7 6. 48; L: 7 95.48 CHORD: S48 Z7 21 "E 7 92. 39' 0) 'tJ d: 35 Z3'48" p R: 3 7 6. 48 g o0 L: 795.52 sy� CHORD: S48 Z9 34'T 7 92. 42' \ Station: 52+04. 82 Offset: 86.90' Rt. p ni 1 1019 �^ Ll �� C) 2030 �0 0�•o5 ` 1007 14 A Station: 52+07.33 I • �ZX 52+51.53 (US20) 47+25.26 (5th St) Offset: 88.26' Rt $ 3 \ -,2029 I 11 95 N89 57'4Z "E N. 237675. 238 9+47�4757St) 6+02.92 (NWood) 2254 30, HELD FOR 11100D 4 !/EE 0 u, m 5 0 30' I HELD FOR X0029 A vE J, DESCHUTES COUNT Y SUMEY0 R, : _my* - ov! ""Ovp�l 2253 45+00.00 (4th St.) 0 65+98.02 (Cook Ave) rn N. 238035. 729 47+94.75 (4th St.) E. 247285,988 S89 56'50 "W "Bruce A ve " 31 +25. 06 P. O. B. N. 238, 035.457 589 56'S0 "W (N89 57 20'T)F 2252 E. 240, 997.239 rn 30.06' 30.06' 2251 2250 h'EL D FOR BRLICE A vE { 3 0,� F HELD SPL 1T OF 2250 AND 2251 (3 0) F FOR BRC/CE AYE AND .30' OFFSET FOR 9TH ST 2024 1021 1009 5th St. "NWood" 6+02.92 P.O.E. o N. 237, 675.238 `n E. 240, 707.308 I I \ \ I I REFERENCE LIST rn REFERENCES USED 78-4-73(A) - ODOT PART. PLAT. 207 7-4 (8) - TIM CHAPMAN P.L.S N I h C.S. 73534 (C) - WILLIAM R. TYE P.L.S. rN V a, I 05 C.S. 70248 (D) -FAMES R. TYE P.L.S. C.S. 74837 (E) - MICHAELJ BERRYAL.S. ti O I G C.S. 7 5068 0- M/CHAEL J. BERRY P. L.S. lI `rc� C.S. 74828 (G) - MICHAEL J. BERRY P.L.S. C.S. 79867 (H) - DANIEL T. BUR TON P. L.S. 'yamC.S. 75050 (1)-JERRYC. POWELL P.L.S. S. 7 0235 0- GRAVE rzi \ W rz I u o� I 2 5' i 30' i Q> o --------------------- - - - - -- 1006 2028 S89 57'75"E 752.76' I (EAST 752.559C I i -- od k6k6 I �} I COIL N89 57'42 "E N. 237675.432 E. 240997 - 590 34+85.08 (Bruce Ave) 52+04.50 (5th St) ODOT DRAWINGS ADDITIONAL COUNTYSURVEYS RW9673M 3534 7D255 75767 709-2-7 70236 72250 76832 70237 72593 76832 70238 73483 77896 70247 73534 78778 70248 74732 78973 70250 74828 78973 70257 74837 79007 75068 79007 LEGEND O FOUND MONUMENT NOTED IN TABLE ® NETWORK POINT NOTED IN TABLE m 3 0' 3 0' 2001 ,5 _111008 HEL D 3 0' 30, 79294 79867 20640 > a� u m 1 009 50 25 0 50 FEET 65 2025 2005 3 5' 2004 2002 2003 (N89 567 7 "E)F N89'57'42 "E 54+99.32 (5th St) S� 62+37.92 (Cook Ave)- 5th St. N. 237675.628 E. 247286. 404 FC GISTERED FESSIONAL D SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 2006 2026 3 5' o m 1015 h'EL D 0 M 2007 ai Q 0 0 U C" Lt- -- i 2027 I -r I 0 3 L: 775.20' `^ R.- 45. 00' { L: 175.51 ' R.• 45.00' �. ) w - — - — - I rnv O I I n 1002 Z I ' S 0 \ S89 53'49 164.071005 (EAST 163. TS)C //EL D FOR I S89 53'49"W 724.98' p I (EAST 724.989C 1002 I N. 237,287.99' E. 240,442.22' yi FD. 5/8" IR W/ YPC I ; i "SCE&S" CS10248 ti i c 1002 FALLS N01'049'07'E 3.2' FROM TRUE CORNER I ly 1003 I� N. 237,285.02' rn > E. 240, 567.10' v zO FD. 5/8' IR W/ YPC SCE&S CS10248 I !L+Z 2027 I I �4c N. 237,363.49' w dZ E. 240,413.58' I Imo, FD. 5/8 IR. W/ YPC, ILLEGIBLE CS13534 I � I � I � I � I � I I � I I � I � I � I I I I I I I 1 � s � S8955 44 'W 125 • S7-o I (EAST 725)D 12 I � I I � I I I o� NE 1 /4 SECTION 31 T16S Rl 2E WM 1010 N. 237, 315.54' E. 240, 961.96' /4: r �r+e Avo�� ZQ�AA aA 'ia Qa' 0+ 30- ' 30' 1003 589 5349"W 98.92� 004 �� 30' (EAST 98.73 )C N N I j Im Grp- � o kAj 1 oow v 09 I Oy ' . � 00 •Z9k , S89 55 44 "W .385 37 30 1001 (589755771VE S8905749W o 022 2211 NOO ��lb Rv o 4- i , b D� 2221 s,9 �0�03 a� 2220 2219 0 M 2218 c. a, m 2217 wl 1 D i o0 "B /a et y Rd 65+88.59 P. T. 2222 2210 (30)H //EL D FOR X000 .4vE AND BAIL El' RO. 30' 30' LEGEND O FOUND MONUMENT NOTED /N TABLE NETWORK POINT NOTED IN TABLE 2209 v 2208 �s°o 2207 Lu W x 2206 O 0 2205 2204 o 1 �S 77th St x BAILEY RD. •SO L'� "Bailey Rd" 61 +97.59 Sta. 72f04.46 "Bruce Ave" Sta. 42+05.05 -wood- 0+00. 00 P.O.B. N. 236955. 463 N. 236, 955.232 dos E. 240992.339 E. 240, 702.83 7 0 10 a`•9Lk REFERENCE LIST REFERENCES USED 78-4-73(A) - ODOT PART. PLAT. 207 7 -4 (9) - TIM CHAPMAN P.L.S C.S. 73534 (C) - WILLIAM R. TYE P.L.S. C.S. 70248 (D) -JAMES R. TYE AL.S C.S. 74837 (E) - MICHAEL J. BERRY P.L.S. C.S. 75068 (F)- MICHAEL J. BERRY AL.S. C.S. 74828 (G) - MICHAEL J. BERRY P.L.S. C.S. 79967 (H) - DANIEL T. BUR TON P.L.S. C.S. 75050 (I)-JERRYC. POWELL P.L.S. C.S. 70235 (I) - GRAUE 2201 HELD N. 237315.474 1013 E.240997.953 30' "Bruce A ve " Sta. 38+45.04 "6th St" Sta. 62+05.74 0t, o (N89'57'03 "E)F N89 59'23 "E 6th St. 0 M DE-SCHUTES COUNTY O �P . z zap 1017 HELD FOR 6TH ST. 1018 t St - Sta. 65f 00.00 N. 73731 S. 526 E. 241286.827 1 M HELD FOR 771/ ST. 30' 2021 2023 7th St. a o 6EF'Z66'0PZ 7 M- SS6'9£Z N 1014 :7O "d SO SOfZk"aA y amlg" N89'56'03'E HEL D .`Sx (S89'5977"W)F 55 M 9 Zb 0 O$ 3 5' 2022 3 5' 3 5' ai > Y 0 0 u 3 5' 9 2013 3 5' 7th St. ODOTDRAWINGS ADDITIONAL COUNTYSURVEYS 50 25 0 50 RW9673M 3534 10255 75767 79294 FEET 709-2-7 70236 72250 76832 79867 70237 72593 76832 20640 1024� 13483 13534 I8�78 REGISTERED OREGON DEPARTMENT OF TRANSPORTATION 7 10248 14737 18913 PROFESSIONAL HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP 70250 14828 78973 LAND SURVEYOR 70257 14837 79007 US20 TUMALO 15068 79001 �r°�pARr� MCKENZIE - BEND HIGHWAY IV OREGON a ° DESCHUTES COUNTY r MAY 10, 2011 = ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 ODOT REGION 4 TECH CENTER JUNE 2023 63055 N. HWY 97, BLDG M 1 " - 50' BEND, OR 97703 KEY NO. 14892 SHEET 5 OF 8 CS 21167; RECOVERED MONUMENT TABLE POINT NORTHING FASTING DESCRIPTION 2054 236564.10 247022.42 FD. 5/8" IR W/ NO CAP CS7 0246 2243 236465. 77 240848. 76 FD. 518" 1R. W/ YPC 'SCE&S" CS79867 2244 236575.09 240848.77 FD. 518" IR W/ YPC "SCE&S" CS79867 30' 2245 236565.24 240848.32 FD. 5/8" IR., BENT, TIED A T BASE CS74230 - 2246 236595. 75 240992.57 FD. 518" IR. W/ YPC "SCE&S" CS79867 2203 2249' 2247 236575. 72 240992. 64 FD. 518" IR. W/ YPC 'SCE&S" CS79867 2248 236478. 46 I 240992. 68 FD. 518" IR. W/ YPC 'SCE&S" CS79867 HELD 2223 FOR OFFSET L2223 - 2032 TOR BAILEY RO. (-2234 HELD FOR f100V A vE. 68+5p.23 P.0 "Bailey Rd" 2224 m Relinquished to 2225 Deschutes cm"ty Dec., ?Ol9 N. 236, 356.426 2226 OL E. 240, 472.77 5 "Bailey Rd" 70+00.28 AL kAj 2033 'Bailey Rd" 71 +49. 47 P T. 2039 I i I I 2041 Qp. 2040 'Bai/eyRd 7Z+9947P. p, N. 236, 057.407 E. 240,447 729 f1EL O 2040 440 2041 FOP ANGL E POINTS IN Th'E RIGHTS OT `14 y TOP OB RIL EY AND BAIL EY P0,4OS. i N 40' W 2058 t M N. 235819.378 'Bai/ey Rd" 39 O0.23 p 01 T Z 30' .10 2235 � sl t I u Z 2236 Z Q � O 0 0 0 I 2240 30' ` 30 i ' 2237 120490 s 1 2239 1 2238 so, SE 1 /4 SECTION 31 T16S Ill 2E WM N89055'23"E20' (589 58 34 "E)H 2245 N89'59'44 "E 95.64' (S89'58'34 "E)H I 2244 a. 'Nz- a- ' o N89 56'33 T 95.38'- (S89058'34'E)H ' WW -Cq Z- - - .n d- - d 2243 `' vDor � Iz 22412 2050 /HEL O FOR 0.9.RILEY o 0 -,,' 2241 18 AL 2056 966 �qS0 y h'1,�1�' .ti 40, �• 2057 �%h1 r REFERENCE LIST REFERENCES USED 78-4-13(A) - ODOT PART_ PLAT. 207 7-4 (8) - TIM CHAPMAN P.L.S C.S. 73534 (C) - WILLIAM R. TYE P. L.S. C.S. 70248 (D) -JAMES R. TYE P.L.S. C.S. 74837 (E) - MICHAELJ BERRYP.L.S. C.S. 75068 (F)- MICHAEL J. BERRY P.L.S. C.S. 74823 (G) - MICHAEL). BERRY P.L.S. C.S. 79867 (H) - DANIEL T. BURTON P.L.S. C.S. 75050 (I) - JERRY C. POWELL P.L.S. C.S 70235 (/) - GRAUE 2059 - HELD FOR OFFSET N. 235, 690.71 ` E. 240, 580.01' "OBRII ey" 39+00.23 40.00' Rt. FD. 5/8" IR W/ 2" ALUM CAP 2059 "DESCHUTES CNTY ENG. R/W" CS14831 2065 N. 236, 234.634 E. 240, 703.287 "Wood" 7+2a6D P.O.E. o� z^ 2246 Wo Wh = n, �W 30.00 46. D Mo S89 59'20"E h h ;E� Z,� (S89 59 34 F)H 205,' S89'3779"E 714.24' of ' o o Q - R 20 5 3 (S89 58:34 "E 7 74.53)H It IQ I cs o f � L" � W �°, I 87 52'9'E 32.54' o fn � j (N88`I S'28"E 32. SO?G o� a 2052 I 0+00.20 (OBRiley) zo Q' �2 4 7 I 65+71.28 (US20) N89'56'33 If 7,7 4.53' R w ; 12 0 51 (S89 S8 34 E)H HEL O TOR O. B. RIL EY 2248 3A«E)e N 50 t� �b1°05 � -1 106 loo O!'. ODOT DRAWINGS ADDITIONAL COUNTYSURVEYS RW9613M 3S34 7025S 7S767 79294 IOB--2-7 10236 72250 16832 79867 10237 12S93 16832 20640 70238 13483 17896 10241 73S34 78778 70248 74732 78913 70250 74828 78913 70257 14831 19001 15068 19001 LEGEND p FOUND MONUMENT NOTED IN TABLE AL NETWORK POINT NOTED IN TABLE 50 25 0 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10,2011 ROBERT A. CHURCHILL 77636 50 RENEWS: 12-31-2023 2109 t051 t46A 05 20620 65+77.28 (US20) 49+99.97 (Cook Ave) Dedicated 2002-7333 19- l� 2055 \ O N w } $ o f �r• om n 'w .C%> N � N o. N. � E` \ 00 k p2 00 iz 0 .r O o 2063 I w � n 2064 0 `b•p£x 2110 12•g$ HEL D ££x ` $l 2118 0Z �g h'ELO 91 Sgk 2117 00 05 5 \ 2116 pt \ \ 167 Ln 0 0Z, "c �o M a� do b+ooJ M 4s� 6' 'o �pp�J 0 . o A Ln (528 24'E)A S28 21 '47'E SE 1 /4 SECTION 31 Tl 6S Ill 2E WM $0e -01-c- �O R 19, o- ��0�° QA °�s19 o� �cb ti Q' �0 91 q.3 Q g2 x oo;��o ti� ,,coal I 0) 1 w O "Cook Ave"51+10.33 P.C. + w O oLAJ o - _ co + nv `o)' ti 00 N. 236, 573. 787 0 (S28 24'E)A Ln V 0 Ln 0 h0, a�0 'io .a?90'�' �o oti� 06 \ \ P(40 40' y� '�-X�r��s°f 6b�s 9�'�S� � �u Lrj cb & C7 Cb ��'� P� . 9) 0 yl2 f• Tv Cb 9� l� 00 \PrL (40)E �'b 40 • 410 000r 0� 0�0 r? E. 241, / _v.302 "OBRiley" 50-�- 00.20 P. O. E. 528 21 '47Y US20: MCKENZIE -BEND HiNY. !� O o�h 00 O +20. 80 ( 50- 00 m O REFERENCE LIST REFERENCES USED 78-4-73(A) - ODOT PART. PLAT. 2077 -4 (9) - TIM CHAPMAN P.L.S C.S. 73534 (C) - WILLIAM R. TYE P.L.S. C.S. 7 0248 (D) -DAMES R. TYE P. L.S. C.S. 74837 (E) - MICHAELJ, BERRYAL.S. C.S. 75068 (F)- MICHAELJ. SERRYP.L.S. C.S. 74828 (G) - MICHAEt J. BERRY P. L.S. C.S. 79867 (H) - DANIEL T. BURTON P.L.S. C.S. 75050 (IJ-JERRYC. POWELL P.L.S. C.S. 70235 (/) - GRAUE ilev" 46+81. 67 P. T. ODOT DRAB RW9673M 708-2-7 LEGEND O FOUND MONUMENT NOTED IN TABLE A NETWORK POINT NOTED IN TABLE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 DESCHUTES COUNTY 2 Now RLED ul (S28 24'E)A o S28'27 '47 T 50 25 0 50 FEET vi �A RENEWS. 12-31-2023 Ln 0 r SIV S Q� F, 3� ' SPc 3� + w y - (S2824 T)A o S28'2 7 '47'F US20: MCKENZIE -BEND HWY. 0 1-1 REFERENCE LIST REFERENCES USED 78-4-73(A) - ODOT PART. PLAT. 2077-4 (8) - TIM CHAPMAN P.L.S C.S. 73534 (C) - WILLIAM R. TYE P.L.S. C.S. 70248 (D) - DAMES R. TYE P. L.S. C.S. 74831 (E) - MICHAEL J. BERRY P. L.S. C.S. 75068 (F)- MICHAEL] BERRYP.L.S. C.S. 74828 (Q - MICHAELJ. BERRYP.L.S. C.S. 79861 (H) - DANIEL T. BUR TON P.L.S. C.S. 75050 (I)-JERRYC. POWELL P.L.S. C.S. 70235 (/) - CRAUE ODOT DR4 W/NCS RW9613M 708-2-7 SE 1 /4 SECTION 31 Tl 6S Ill 2E WM 0 0 ti 0 0 a SURVEYORDESCHUTES COUNTY d 9/z_7/­`?,6Z3 : Co 1 ir' li s 01 O \�V� ADDITIONAL COUNTYSURVEYS 3534 70255 75767 79294 10236 72250 76832 19867 70237 72593 76832 20640 70238 73483 77996 70247 73534 78778 70248 74732 78973 70250 74828 78973 70257 74837 79007 5o 25 0 5o 1 S068 19007 FEET LEGEND O FOUND MONUMENT NOTED /N TABLE NETWORK POINT NOTED IN TABLE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10,2011 ROBERT A. CHURCHILL 77636 '1 4 4 p -% RENEWS: 12-31-2023