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HomeMy WebLinkAboutSurvey 21596SHEET INDEX SHEET 7 - VICINITY, NARRA T/VE, MONUMENT TABLES AND BASS OF BEARINGS SHEET 2 - MONUMENT TABLES SHEETS 3 THRU 5- ALIGNMENTS AND FOUND MONUMENTS AS NOTED REFERENCE LIST REFERENCES USED ODOT DRAWINGS ADDITIONAL COUNTY SURVEYS 78-4-73(A) - ODOT RW9673M 3534 70255 75767 PART. PLAT. 207 7-4 (8) - TIM CHAPMAN P.L.S 708-2-7 70236 72250 76832 C.S. 73534 (C) - WILLIAM R. TYE P.L.S. 70237 72593 76832 C.S. 70248 (D) -JAMES R. TYEP.L.S. 70238 73483 77896 C.S. 74837 (E) - MICHAELJ. BERRYAL.S. 70247 73534 78778 C.S. 75068 (F)- MICHAELI• BERRYAL.S. 70248 74732 78973 C.S. 74828 (G) - MICHAEL j. SERRYAL.S. 70250 74828 79007 C.S. 79867 (H) - DAN/EL T. BUR TON P.L.S. 70257 74837 79294 C.S. 75050 (/)-JERRYC. POWELL P.L.S. 75068 79867 C.S. 7 0235 (/) - GRA UE P. L.S. 20640 C.S. 27 767 - ROB CHURCHILL P.L.S. NW 1 /4 AND E1 /2 SECTION 31 Tl 6S Rl 2E WM NARRA TIVE: THIS MAP OFSURVEY DEPICTS THE NEWL YACQUIRED AND MONUMENTED RIGHTS OF WA Y. AS WELL AS THE RESOL VED RIGHTS OF WA YAND RECOVERED PROPERTY PINS IN THE VICINITY OF THE US20 TUMALO TRAFFIC CIRCLE PROJECT. PRIOR COUNTYSURVEY #27167 SHOWS THE PRIOR RIGHTS OF WA YAND SAME CENTER LINE RESOLUTIONS AS SHOWN HEREON. HIGHWA YAND STREET CENTER LINES WERE RE.SOL VED BY HOLDING THE FOUND MONUMENTS AS NOTED. ALL SECTION LINES, QUARTER SECTION LINES, SUBDIVISION LINES ARE PROTRACTED UNLESS OTHERWISE NOTED. BASIS OF BEARING AND COORDINA TES ARE.' OREGON COORDINA TE REFERENCE S YS TEM BEND - REDMOND - PRINEVILLEZONE. NAD83(207 7)EPOCH 2070 Z l$ vso` 5 OISO# ; SOL56k lg ti . .O.d 28 ' •3 ' r 1 i 1 SEC. ' E T. 6 S., R. E. W.M. 3132 ..SEC. 69 T.17 S., R.12 E., W.M. 6 s 2085 FD. 3 114" DISK "DCSO" N. 233824.50 E. 243052.59 OCRR 0110 LEGEND O FOUND MONUMENT AS NOTED DESCHUTES COUNTY SURVEYOR o8 i l2025"_ - LO ids REGISTERED OREGON DEPARTMENT OF TRANSPORTATION PROFESSIONAL LAND SURVEYOR MAP OF SURVEY Z 100000, US20 TUMALO gPAg�. `o�°�� MCKENZIE - BEND HIGHWAY DESCHUTES COUNTY OREGON MAY 109 2011 z ROBERT A. CHURCHILL �9�SP0RT���c 77636 RENEWS: 12-31-2025 ODOT REGION 4 TECH CENTER AUGUST 2024 63055 N. HWY 97, BLDG M NO SCALE BEND, OR 97703 KEY NO. 14892 SHEET 1 OF 5 �$ 21596 NW 1 /4 AND El /2 SECTION 31 Tl 6S R12E WM US20 CONTROL AND MONUMENTS WOOD A VENUE CONTROL AND MONUMENTS POINT NORTHING EAST/NG STA TION OFFSET DESCRIPTION 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' 2270 236925.77 240672.85 "Wood" 0--1-30. 04 30.00 RT FD. 5/8" IR. W/ YPC 'SCE&S" CS79861 2265 238068.37 240473. 72 "US20" 48+58. 63 7 00.04 L T FD. 5/8" IR. W/ YPC "TYE ENGINEERING" C514732 2239 236292.47 240703.25 "Wood" 6+62. 76 0. 00 RT FD. s/8" IR. W/ YPC 'SCE&S" CS19867 2260 237804.36 240272. 77 "US20" 50+23.70 749.95 RT FD 5/8"SMOOTH 1R. 2262 237799. 69 240274. 78 "US20" 50+29. 05 7 49.86 RT FD. 5/8" IR. W/ YPC "TYE ENGINEERING" CS7 4732 2030 237674.93 240413.69 "U520"52+04.82 86.90 RT FD. 5/8"/R. W/ YPC "TES 1789" CS13534 "US20" _ 'BARTER 7TH STREET CONTROL AND MONUMENTS 2029 237672.08 240473.68 S2+07.33 88.26 RT FD. S/8" IR. W/ YPC SURVEYING" 7007 237674.96 240455.59 "US20" S2+24.77 50.07 RT FD. 5/8" IR W/ YPC 'PLS 7789" CS3534 POINT NORTHING EASTING STATION OFFSET DESCRIPTION 74 237670.78 240480.77 "U520"52+40.58 30.65 RT SET 5/8"IR W/ RPC "ODOT CONTROL" 7014 236955.46 240992.34 7th St"72+04.46 0.00 LT FD. RR SPIKE CS70250 3 237659. 07 240494.95 "US20"52+57.38 22.93 RT FD RR SPIKE, OLD COOT CONTROL, NO RECORD 2023 236985. 67 247 737.34 7th St" 73+49.50 29.98 L T FD. 5/8" IR. W/ YPC "BARTER SURVEYING" CS78973 7 006 237470. 07 240566. 76 "US20" 54+57.52 50.05 RT FD. 5/8" IR W/ YPC "PLS 7789" CS3534 2027 236985.74 247252.26 7th St" 74+64.42 29.98 L T FD. 5/8" IR. W/ YPC "BAXTER SURVEYING" CST 8973 7005 237375.77 240649.88 "US20"56+33.65 50.00 RT FD.. 5/8"/R W/ YPC "PLS 7789"CS3534 7025 236923.82 247252.67 7th St"74+64.75 37.94 RT FD. 2-7/4"BR455 CAP "X" 7004 237285. 79 240665.98 "U520"56+67.63 50.04 RT FD. 5/8" IR W/ YPC "SCE&S" CS70248 2073 236925.74 247322.37 7th St" 75+34.40 30.70 RT FD. 5/8" IR. W/ YPC 'BARTER SURVEYING" CS79001 70 236924.77 240960.57 "U520" 67+24.70 37.97 LT SET 5/8"IR W/ RPC "ODOT CONTROL" 8-�-H STREET CONTROL AN MONUMENTS 4 23687 7.82 240948. 74 "US20" 62+ 78.22 26.63 RT SET 1/2"SQR IR W/ "ODOT CONTROL" 7026 23678a 74 240938.77 "US20" 62+47.67 49.98 RT FD. 3/4"IR. W/ POSTAND PADDLE POINT NORTH/NG LASTING STATION OFFSET DESCR/PT/ON 2076 236625.30 247437.54 "Sth 5t" 7+69.62 30.00 LT FD. 5/8"/R. W/ YPC'BAXTERSURVEYING" C579001 2110 236415.23 24 7 29Z. 7.S US20 67+30.91 88.21 Li FD. .S/8 IR. W/ YPC BARTER SURVEYING CS 7 9294 2066 236235.27 247 728.37 "US20" 68+ 71.20 742.01 RT FD 5/8" IR. W/ YPC 7.5 53269" CS 53269 2778 236375.25 247322.85 "US20" 68+33. 7 8 67.20 L T F0. 5/8" IR CS 7 0255 2777 236278.87 247322.97 "U520" 68+65.28 49.94 LT F0. 518"IR CS 1025s BAILEY ROAD CONTROL AND MONUMENTS 2116 236235.29 247346.35 "U520" 69+ 14.71 49.89 L T FD. 5/8" /R. CS 10255 POINT NORTHING LASTING STA TION OFFSET DESCRIPTION 2106 235132.20 241998.80 "US20" 81 +95.33 99.99 L T FD. 3/4"!R 2270 236925.77 240672.85 "Bailey Rd" 62+27.59 30.00 LT FD. 5/8"IR. W/ YPC "SCE&S" CS19861 7007 236984.98 240567.57 "Bailey Rd" 63+27.98 32.24 RT FD. 5/8" IR W/ YPC 'SCE&5" C57 0248 7 022 N. 236927. 58' E. 240567.55' 'Bailey Rd " 63+39. 88 30. 04' Lt. FD. 5/8" IR W/ 2 "ALUM CAP 'DESCH. CTY ENG. LS2390R/W" CS74831 2277 236925.05 240567.53 'Bailey Rd" 63+38.99 26.66 LT FD. 5/8"1R. W/ YPC "SCE&S" CS79861 12 236956.33 240523.22 "Bailey Rd" 63+72.34 17.07 RT SET 5/8" IR W/ RPC "ODOT CONTROL" 2227 236925.04 240463. 85 'Bailey Rd" 65+ 19. 86 29.95 L T FD 5/8"IR. W/ YPC "SCE&S" CS79861 2220 236775. 07 240457.98 'Bailey Rd" 65+87. 75 29.88 L T FD. 5/8" IR. W/ YPC "SCE&S" CS79867 2279 236768.86 240458.54 "Bailey Rd" 65+88. 69 29.97 LT FD. 5/8" IR W/ YPC 'SCE&S" CS79861 2223 236515.17 240485.85 "Bailey Rd" 68+43.84 30.00 LT FD. 5/8" /R. W/ YPC "SCE&S" CS19861 2032 236509.03 240486.34 "Bailey Rd" 68+50.00 29.83 LT FD. 5/8"IR W/ 2"ALUM CAP 'DESCHUTES CNTYENG. R/W CS74831 2040 236054.85 240477.02 "Bailey Rd" 72+99.47 30.00 LT FD. 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 COOK A VENUE CONTROL AND MONUMENTS POINT NORTHING EASTING STA TION OFFSET DESCRIPTION 2074 236775.45 247322.45 "Cook Ave" 53+37.70 35.00RT FD. 5/8"IR. W/ YPC'BAXTERSURVEYING" CS79007 3202 1 236825.59 247322.47 "Cook Ave"53+87.85 35.02 RT FD. 5/8" /R. W/YPC "TYE ENGINEERING" CS20640 . 3201 236856.63 247322.37 "Cook Ave" 54+ 18.89 35.07 RT FD. 5/8" /R. W/YPC WE ENGINEERING" CS20640 3200 236875.68 247322.33 "Cook Ave" 54+37.93 35.05 RT FD. 5/8" IR. W/YPC "lYE ENGINEERING" CS20640 7025 236923.82 247252.67 "Cook Ave"54+86.76 34.67 LT FD. 2-7/4-BRASS CAP "X" 2073 236925.74 247322.37 "Cook Ave"54+88.00 35.04 RT FD. 5/8"IR. W/ YPC "BARTER SURVEYING" C579007 2027 236985.74 247252.26 "Cook Ave"55+48.08 34.94 LT FD. 5/8"/R. W/ YPC 'BAXTERSURVEY/NG" CS78973 9 237003.76 247303.39 "Cook Ave"55+65.43 76.27 RT SET 5/8"IR W/ 7-7/2"BRASS CAP "ODOTCON TROL" 2072 237085.80 247322.77 "Cook Ave"56+48.06 35.02 RT F0 5/8" IR. W/ YPC WE ENGINEERING" CS79775 2022 237785.73 247252. 70 "Cook Ave"57+43.07 34.87 LT FD. 5/8"IR. W/ YPC 'BARTER SURVEY/NG" CS18973 2077 237270.76 247322.04 "Cook Ave"57+73.02 35.70 RT FD. 5/8"IR. W/ 7-1/2"ALUM CAP, ILLEGIBLE CS70247 2070 237375.67 247327.42 "Cook Ave"58+77.87 34.60 RT FD. S/8"IR. W/ YPC DAMAGED CAP "...ENG." CS2593 7078 237345.52 247257.67 "Cook Ave"59+07.86 35.78LT F0. 1/2"IPCS73483 7077 237370.33 247257.64 "Cook Ave"59+32.67 35.72 LT FD. 5/8"IR W/ YPC 'SCE&S"C573483 O.B. RILEY ROAD CONTROL AND MONUMENTS POINT NORTHING FASTING STATION OFFSET DESCRIPTION 2058 235870.48 240597.57 "OBRiley" 40+80.37 39.92 RT FD. 5/8" IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74837 2041 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 240647.50 "OBRiley"43+00.23 39.93 RT FD 5/8"IR W/ 2"ALUM CAP "DESCHUTES CNTYENG. R/W CS74831 2056 236143.86 240695.67 "OBRiley" 44+00. IS 49.97 RT FD. 5/8" IR W/ 2"ALUM CAP "DESCHUTES CNTY ENG. R/W CS74837 2238 236234.89 240657. 07 "OBRiley" 44+47.37 40.02 L T FD 5/8" IR. W/ YPC "SCE&S" C579861 2239 236292.47 240703.25 "OBRiley" 45+20.20 40.04 L T FD. 5/8" IR. W/ YPC 'SCE&S" CS79861 2065 DESTROYED 236253.86 240794.38 "OBRiley" 45+67.93 49.92 RT FD. 5/8" IR. W/ YPC '7S 53269" CS 53269 2065 RESET 236253.86 240794.38 "OBRiley "45+61.93 49.92 RT SET 7.25"" DIA BRASS PLUG ""ODOT RESET"" I8 236324.58 240765.62 "OBRiley" 45+84.90 23.06 LT FD. 5/8"IR. W/ RPC "ODOT CONTROL" 2244 236575.09 240848.17 "OBRiley" 47+45.97 747.88 LT FD.. 5/8" IR. W/ YPC 'SCE&S" CS19861 2202 236565.27 240733.03 N/A N/A FD.. 5/8" IR. W/ YPC 'SCE&S" CS19861 DESCHUTES COUNTY SURVEYOR �M -s- SY.���ns . �$ 21596 NW 1 /4 SECTION 31 T16S R12E WM y wtiti wo tiV � ti co �ry ul 0 (S28*24 E)A S2877'47E -- -- t_ ` U520: MCKENZIE -BEND HWY. 0� ° ul IN: .�� o 2028 �L� FD. 518" I R. W/ YPC i1h "TES 1789" CS13534 ,�h O J o o ro N. 237,469.96 �� ., /'�'� , ty:,, coo �t, o `��s E. 240,413.70 04/,,h1 h� �� moo `L o % fv 1 'c'g O 11 03 N to IV 1Z, NJ Sig' FROM 3 Ff .71' ,�O D, � N h�0 �� �Q'� p 2427Tp 7WUECORNER ti h �� p. 00 ` Q o moo �' �wo0�l' moo c��ob US20 SET MONUMENTS �� .��''► 190 �00 POINT NORTHING EASTING STATION OFFSET DESCRIPTION 5028 237983.58 240775.35 US20 48+20.00 750.00 RT SET 5/8 X 30 IR W/ YPC ODOT RW o 5030 237867.70 240750.56 "US20" 49+ 7 6. 00 230.00 RT SET 5/8"X 30" IR W/ YPC "ODOT RW" 5029 237800. 74 240783.47 "US20" 49+85.28 230.00 RT SET 5/8"X 30"IR W/ YPC "ODOT RW" o h 5022 237799.83 240241. 07 "US20" 50+ 12.97 779.46 RT SET 518"X 30" IR W/ OPC "ODOT RP" TRUE RW POINT BEARS S00 74 57 'WAT 2.00 5027 237747.59 240305.99 "US20" 50+95.00 750. 00 RT SET 5/8"X 30" IR W/ YPC "ODOT RW" 0 5023 237630.37 240354. 67 "US20" 52+ 7 6. 00 7 60: 00 RT SET 5/8"X 30"IR W/ YPC "ODOT RW 5025 237367.89 240354. 75 "US20" 54+52.00 288. 00 RT SET 518"X 30"IR W/ YPC "ODOT RW" 5024 237360.47 240364.04 "US20" 54+58.00 280.00 RT SET 518"X 30"IR W/ YPC "ODOT RW 5038 237305. 07 240354. 75 "US20" 55+02.00 375.00 RT SET S/8"X 30"IR W/ YPC "ODOT RW- REFERENCE UST 5037 237370.77 240364.77 "US20" 55+02. 00 303. 00 RT SET 518"X 30"IR W/ YPC "ODOT RW" REFERENCES USED ODOT DRAWINGS ADDITIONAL COUNTY 5037 237232. 72 240353.75 US20 55+66.00 350.00 RT SET S/8 X 30 IR W/ YPC ODOT RW SURVEYS 78-4-73(A) - ODOT RW9673M 3534 70255 75767 PART. PLAT. 2077-4 (8) - TIMCHAPMAN 70B-2-7 70236 72250 76832 50 25 0 50 REGISTERED OREGON DEPARTMENT OF TRANSPORTATION P.L.S FEET PROFESSIONAL CS. 73534 (C) - WILLIAM R. T)T AL.S. 70237 72593 76832 LAND SURVEYOR MAP OF SURVEY - 1 2 13483 17896 LEGEND C.S. 70248 (D) JAMESR. TYEAL.S. 0 38 US 20 TUMALO O FOUND MONUMENT 4�PAJlT C.S. 74837 (E) - MICHAELJ BERRYAL.S. 70241 73534 78778 NOTED IN TABLE � `o� ��� MCKENZIE - BEND HIGHWAY C.S. 15068 (r?- MICHAELJ. BERRYP.L.S. 70248 14732 78973 1 - SURVEYOR • SETMONUMENT OREGON � ° DESCHUTES COUNTY - �E������ �� �� MAY. 10201 1 aft C.S. 74828 (C) MICHAELJ. SERRYP.L.S. 70250 74828 79001 NOTED/N TABLE ROBERT A. CHURCHILL ��� . C.S. 79861 (H) - DANIEL T. BURTON P.L.S. 10251 14831 79294 RLED 08 /. �OZS" Bvi cd 1l i 17.5 77636 �sp"RTA C.S. I5050 (I)-JERRYC. POWELL P.L.S. 15068 79861 NETWORK POINT NOTED /N TABLE RENEWS: 12-31-2025 ODOT REGION 4 TECH CENTER AUGUST 2024 C.S. 70235 (I) - GRAUE P.L.S. 20640 63055 N. HWY 97, BLDG M 1 - 50 C.S. 27 767 ROB CHURCHILL P.L.S. BEND, OR 97703 KEY NO. 14892 SHEET 3 OF 5 (%^ 21596 7x, US20 SET MONUMENTS NE 1 /4 SECTION 31 T1 bS R12E WM COOK SET .MONUMENT POINT NORTHING EASTING STATION OFFSET DESCRIPTION POINT NORTHING EASTING STATION OFFSET DESCRIPTION 5032 237285. 78 240660.35 "US20" 56+64.96 55.00 RT SET 518-X 30" IR W/ YPC "ODOT RW" S072 236848.66 247252.36 "Cook Ave"54+ 7 7.00 35.00 LT SET S/8"X 30" IR W/ YPC "ODOT RW' i 5039 236998.56 240325.29 "US20" 57+58. 00 486.00 RT SET 518"X 30" IR W/ YPC "ODOT RW 5041 236977.89 240377.93 "US20" 58+54.00 478.00 RT SET 5/8"X 30"IR W/ YPC "ODOT RW" 1010 ,Sg2 $Z i 5025 00 000 5040 236773.35 240377.55 US20" 59+87. N.2E. 23737,315.54' 00 547. 00 RT SET S/8„X 30" IR W/ YPC "ODOT RW" N,961.96' - k 2027 5033 236776.79 240413.46 US20 59+95.04 573.77 RT SET 518 X 30 IR W/ YPC 10DOT RW "Bruce Ave" 38-1-44.94 29.99' Rt. HELD FOR 67-11 ST. 00•�5, 5024 0 5034 236985.29 240822.26 "US20" 60+05.78 55.00 RT SET S/8"X 30"IR W/ YPC "ODOT RW" 30 30' FD. 518" IR. CS10249 1018 00 $ N 5074 236849.30 247 022.36 WS20" 62+2a 49 S6. 48 L T SET 5/8"X 30" IR W/ YPC "ODOT RW t r Sta. 65+00.00 .SOS h'EL D M (N89 `57'03 E)F N. 237315. 526 h'EL D FOR N. 237315.474 N89 59 23 E E. 247286.82 1 00 0 (L: 175. S I ' } 1013 E. 240991.953 5031 `r� ; R. 45.00 C ------ - - ------ US20 S895349"W 764. 01 ' 100 5 1010 'Bruce Ave" _ 2010 00 5 c; = L: 775.20' o (EAST 763.752C Sta. 38+45.04 6th St. o O,ZQk 5038 R.- 45.00 M 05349 ��5 "6th St" ^^ z 599 "W 98.92 Q �- EAST 98.731C 5032 0 Sta. 62+05.14 1002 S89'53'491W 124.98• 1004 30' 30' 35' 35' (EAST 724.982C 1003 .�gx 1013 1002 96 N. 237315.474 N. 237,287.99' �o E. 240991.953 E.240,442.22' „Bruce Ave" Sta. 38+45.04 0'Qt'� FD. 518" IR W/ YPC _ FD. RXR Spike CS10250 S03 7 „SCE&S" CS10248 9k 1002 FALLS N01 °49'07"E 3.2' 0079 FROM TRUE CORNER 1003 Q N. 237,285.02' ,c Q E. 240.56 7. 10' 2022 �°� �� FD. 518" IR W/ YPC m of o "SCE&S" CS 10248 I i OP y NM I G� - !,u.Z 2027 4, N. 237, 363.49, �'o ;nZ E. 240, 413.58' ,, o� FD. 5/8" IR. W/ YPC, �� va CP o ILLEGIBLE CS13534 y .' F o 0 0 -Q I Deed 2023-37773 09 - � 0 � 9$� F � 5039 .0 6' � 3 5' 35' A �, ��Q �o"`9s 0 0"55 30 , HELD FOR 7Th' 57.. 9 0 0 1001 5034 I 30 2021 S89'55441N 125' . k pS "7th St 2023 x� (EAST I25)D (S89 5S 17"W)E 50 BAILEY RD. $L Sta. 72+04.46 "Bruce 7th St. o "Z66 rn . A 12 - S89'57'49"W "Bailey Rd" 61 +97.59 Ave" Sta. 42+05.05 6€E Of�Z 3 c9t SS6`9L'Z N "Wood" 0+00.00 P.O.B. N. 236955.463 1014 3 O d SO SO+Zk"aAV a-na8„ N89 56'03"E 7th St. t o N. 236,955.232 E. 240992.339 HELD (S89 SS 77"W)F o 55 `'o, �' E. 240,702.831 10 0 ' 5041 2211 fiELD FOR 2210 (30)H 1025 2013 022 A I/E. AND 74+99.36 (7th Sr)dYODD 3 5' ----�0 B,4IL EY RO. 3 0 3 0 �- �o 55+ 78. 7 0 (Cook Ave) N. 236955.801 E. 247297.238 3 5, Qito ' yti • ��`� .•Q,`''a�� VIM 0 200 Deed 2024-03373 ? 11 �Oy 3� 33�61�z o o 5 012 t-u � 3201 °J m D 't �3 M i O M 95 014 +77.00 o a, u , s9 -0� ph •�� Z Q W '� oo °j $ 0 r 2221 �, �0• 0 MI,� o �O^ o` ryAA oEn o Z 3202 - Z W its L L H Ilk S 00 _ - 5040026 2220 P.T. v i k 5033 ,Bailey Rd" 65+88.59 .c 00l$ k 2219 REFERENCE LIST ,V0' S6 LEGEND REFERENCES USED ODOT DRAWINGS ADDITIONAL COUNTY 0 FOUND MONUMENT - SURVEYS NOTED IN TABLE 50 25 0 50 78-4-13(A) - ODOT RW9673M 3534 70255 75767 • SETMONUMENT FEET PART. PLAT. 207 7-4 (8) - TIM CHAPMAN 70B-2-7 10236 72250 76832 NOTED IN TABLE REGISTERED P.L.S PROFESSIONAL NETWORK POINT LAND SURVEYOR C.S. 73534 (C)- WILLIAM R. TYE P.L.S. 70237 72593 76832 NOTED IN TABLE C. S. 7 0248 (D) - JAMES R. TYE P. L.S. 70238 13483 77896 CS. 74837 (E) - MICHAELJ. BERRYP.L.S. 70247 73534 78778 C.S. 75068 (F)- MICHAELJ, BERRYAL.S. 70248 14732 78973 �ESCHUTES COUNTY SURVEYOR OREGON MAY 10, 2011 C.S 74828 (G) - MICHAEt J.BERRYAL.S. 70250 74828 79001 ROBERT A. CHURCHILL. C.S. 79867 (H) - DANIEL T. BUR TON P.L.S. 70257 74837 79294 �- y,0��©� ! 1 /°1 S 77636 C.S. 75050 (I)-JERRYC. POWELL P.L.S. 15068 79867 RENEWS: 12-31-2025 CS. 70235 (/) - GRAUE P.L.S. 20640 C.S. 27 767 - ROB CHURCHILL P.L.S. 2014 hEL D FOR COOK f CS 21596 US20 SET MONUMENTS POINT NORTHING FASTING STATION OFFSET DESCRITPION NE 1 /4 SECTION 31 T1 6S RI 2 E WM DESCHUTES COUNTY SURVEYOR 5009 236565.23 240752. 68 "U520" 63+42.35 3 75.77 RT SET 5/8"X 30" IR W/ YPC "ODOT RW" 5007 236515.24 240752.73 U520 63+86.36 339.48 RT .SET 5/8 X 30 /R W/ OPC ODOT RP TRUE RW POINT BEARS N01A32 I4 EAT 1.04 FILED-044�a;�-5__ gYS.� NnNNNu 5006 236595.28 240962.57 US20 64+ 75.59 7 76.86 RT SET 5/8 X 30 IR W/ YPC ODOT RW 5036 236620.52 247024.86 "US20" 64+23.00 50.00 RT SET 5/8"X 30"IR W/ YPC "ODOT RW" co u N u s N rr . N . :i�� 5035 236595.30 241020.64 US20 64+43.18 65.69 RT SET 5/8 X 30 IR W/ OPC ODOT RP TRUE RW POINT BEARS N88A43 04 W A T 7.99 5005 236575.45 240962.64 US20 64+85.90 754.66 RT SET5/8 X30 IR W/ OPC ODOTRP. TRUE RWPOINTBEARS N88A5328 EATO99 ,N no 5008 236379.89 240733.23 "US20" 65+49.00 449.44 RT SET 1.25" DIA BRASS PLUG "ODOT RW" (0 t�rz rz 5003 236235.20 241200.80 "US20" 68+45.64 78.23 RT SET 7.25" DIA BRASS PLUG "ODOT RW" o 5004 236358.70 241108.25 "US20" 66+93.00 101.00 RT SET 5/8"X 30"IR W/ YPC "ODOT RW" \,�P�`OO,pb, e o " 5015 236646.21 241773.50 "US20 64+77. 00 93. 00 L T SET 5/8 r/ A X 30 IR W/ YPC N ODOT RW"400IS N0 COOK SET MONUMENTS ,, Z Deed 2023-07216 POINT NORTHING EASTING STATION OFFSET DESCRIPTION p 5011 IS, °0 5077 236575.03 . 247292.64 "Cook Ave"57+24.39 74.75 RT SET 5/8"X 30"IR W/ YPC "ODOT RW" 05 pp' tLk +24. DO 56.00 x "Cook Ave" 52+ I Z 08 P. T. n N N N N N 5016 236544.19 247374.99 Cook Ave 51+45.53 68.64 RT SET 5/8 X 30 IR W/ YPC ODOT RW 5 6 5 � j 90'Q6 3 5019 - " " " 5020 h'ELD FOR 9711 ST. 5073 236637.33 247274.00 "Cook Ave"51 +58.87 68.40 LT SET S18-X 30- IR W/ YPC /ODOT RW„ •p� p0 Z l 6.5013 43> > f99.2� 2016 507 8 236565.25 247375. 07 Cook A ve 57 +72. 46 7 0Z 72 RT SET 5/8 X 30 IR W/ YPC ODOT RW p0 2� '� Fo 40 5020 236625.20 247327.92 "Cook Ave"51+96.27 43.40RT SET 5/8"X30"IR W/ YPC "ODOTRW" Zx' 5036 i 51+53.2Z thsoAve) l 0 � � 0+00.OD (Sth St) '�96.Zj (N89-56'47"E)E 5079 236630.50 247322.67 "Cook Ave"57+99.25 37.17 RT SET 5/8"X 30"IR W/ YPC "ODOT RW" 91 0 9 9 N. 236595. 752 N Ir r, r. N I. SOOb 9g 6� � � � E. 24JZ67.944 N89'5T07 "E 5077 236667.64 247237.58 "Cook Aver 52+24.00 56.00 LT SET S/8-X 30rr IR W/ YPC OODOT RW�� Aft, 51k 224 �x 503 5 ' 5072 236848. 66 247252.36 Cook Ave 54+ 7 7.00 35.00 LT SET 5/8 X 30 IR W/ YPC ODOT RW 6� l � ' i 30' 2202 L l� $ 70>-�> 5018 8th St. �x 5009 r3&"tiiE 6� Sao x> Deed 2019-33098 5� Z �61?0�`50rt �61 k x 016 sIX s7 6 E HEL 0 2D32 FOP. C. �� 6s9 4�.0 ip 6 2244 hEL D 2223 FOR OFFSET S g9 2223 FOR BAILEY RD. k 5007 $x 5005 6sf��.zBrOszo> _ 5017 2032 9� g$ 06 5 49+ 99.97 ((Took Ave) c Deed 2019-32637 7.23 AC: Dedicated -a Deed 2022- 74895 2002-7333 c `r moo. Deed 2022-37074 0 S NE)E o w m 005'3� Ooe I -� tt46A 1.05�5 �= z rj6 do_ O N w 2110 Ln -� �„ HEL D o � �o -O o 0 0 5002 �N ya�ow � o � � t � N N. 236,356.426 �. ' l0 �.r a► 0z E. 240,472.775 �10d 00 r'o oo��� r "Bailey Rd" 70 00.28 Al. 30' t���e . S6k 5004 18 30' o , Deed 2022- 7 4895 5008 ` `A 8 000 ��p 211211 z D o LEGEND y s o O FOUND MONUMENT 2239 NOTED IN TABLE ' 2117 'moo, o a, • SET MONUMENT icy s�, -oz NOTED IN TABLE 2065 5001 Z 090 N. 236, 2341. 634 - NETWORK POINT 5 003 �Z $ t �6.1V Z -V4 2238 "E. 240,703.287 NOTED IN, TABLE x tq,.016 0 $p 5�pZ5n "Wood 7+Z0.60P.O.E. X2066 9\2116 2 O. t�x4g, $s o ,�b2 2106 47 P. T. -� 3 HEL O FOR U520 I i OB RILEY SET MONUMENTS REGISTERED ' POINT NORTHING EASTING STATION OFFSET DESCRIPTION PROFESSIONAL SO, ►, rf N LAND SURVEYOR W 'b o � o 30' 2041 40, 2040 "Bai/eyRd-7Z+99 47P E 236, 0_f7. 4,9 E 240, 447.729 INTSI N T E RIGHTS OF W4LY 2R 09 RILEY AND BAILEY ROADS. ?ncR .5008 236319.89 240733.23 OBR�/ey 45+S8.30 40.00 LT SET 7.25 DIA BRASS PLUG "ODOT RW _ ok 5007 236247.53 240797.87 "OBRiley" 45+60 34 57. OO RT SET 7.25" DIA BRASS PLUG "ODOT RW " ' 2056 5000 236309.93 240887.99 "OBRiley" 46+87.67 57.00 RT . SET 5/8"X 30"IR W/ YPC "ODOT RW" d 5002 236385.25 247 024.42 "OBRi/ey" 48+37.51 57. 00 RT SET S/8"X 30" IR W/ YPC "ODOT RW " O REGO N 0$ ° REFERENCE LIST MAY 10, 2011 \ v ROBERT A. CHURCHILL 400����,REFERENCES USED ODOT ADDITIONAL COUNTY 77636 ,0��titi��. DRAWINGS SURVEYS RENEWS: 12-31-2025 50 25 FEET 50 78-4-73(A) - ODOT RW9673M 3534 70255 75767 ° 6°ti�°�'1°' PART. PLAT. 2077-4 (8) - TIMCHAPMAN 708-2-7 70236 72250 16832 OREGON DEPARTMENT OF TRANSPORTATION 40 , 2057 ���1 �ti� P.L.S 0 A\ MAP OF SURVEY C.S. 13534 (C) - WILL/AM R. TYE P. L.S. 10237 12593 16832 C.S. 70248 (D)-JAME.S R. TYEAL.S. 70238 73483 77896 US20 TUMALO pEPA$T C.S. 74837 (E) - M/CHAELJ, BERRYAL.5. 70247 73534 78778 -�o� ��� MCKENZIE BEND HIGHWAY C.S. 75068 (F)- MICHAELJ. BERRYAL.S. 70243 14732 18913 0 0 DESCHUTES COUNTY C.S. 74828 (G) - MICHAEL J BERRY AL.S. 70250 14828 79001 N. 235873 74s C.S. 79867 (H) - DANIEL T. SURTON AL.S. 70257 74831 79294 9�sp0R"Al E 2405S7. 682 C.S. 7 5050 (/) - JERRY C POWELL P. L.S. 75068 79861 "oBRi/e "404-8O.47PC. ODOT REGION 4 TECH CENTER AUGUST 2024 C.S. 70235 (J) - GRAUEP.L.S. 20640 63055 N. HWY 97, BLDG M 1 - 50 C.S. 27167 -ROB CHURCHILL P.L.S. BEND, OR 97703 KEY NO. 14892 SHEET 5 OF 5 P$ 21596-