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Home My WebLink AboutSurvey 21197NW 1 /4 AND SW 1 /4 SECTION 8 Tl 7S RI 2E W.M. Survey Narrative. - This control, recovery and retracement map shows the resolved rights of way and recovered property pins in the vicinity of The US20: McKenzie - Bend Highway and The Old Bend - Redmond Highway Project. Focus is only in the areas of possible disturbance for monuments of record. Highway and street center lines were resolved by holding the found monuments as noted hereon. The alignment of US20 was established using pins found per CS72250. The pair of pins at station 221 +00 and the pair found at 765+00 were prorated using the 725' width left and the 75' width right. The alignment of the Old Bend - Redmond Highway was established based on pins found per CS7 7848. Resolution for the Old Bend -Redmond highway as noted hereon. For the sw portion of the "OSR "IT alignment, I held the tangent split of the pins at stations 23+54.89 P. T. and 26+04.05 P.C. Extended the record tangent length to the P.I. at 27+68.23. This P.I. position was held along with the split of the pins at 29+26.87 P. T. line extended to P.O. T. 37+00. The narrative of CS72250 states that the CS7 7848 monuments set along the Old Bend - Redmond Highway are the actual right of way monuments but only along the ORR Highway and not US20. Right of way lines along the OBR highway were based off of CS7 7848 along with highway department drawing IA-22- 75. All section lines, quarter section lines, subdivision lines are protracted unless otherwise noted. Basis of bearing and coordinates are: OREGON COORDINA TE REFERENCE SYSTEM - BEND - REDMOND - PRINEVILLE ZONE. NAD83(207 7)EPOCH 207 0 VICINITY MAP NO SCALE \ N 0 .7\ N 2076 N - N. 227587. 00 E.244715.82 \ FD. 5/8" IR. 17/2 "A. C. "ODOT 7995" US 20 7 64+99.84 125.03' L T I CS 72250 s 1�Z£ gl JOV , z5`LZ inn''�\ 66 \ , ' 7 -p Ne lie �\ \ \ 000 \ ► Sheet Index Sheet 1, Index, Vicintiy Map, Monument and Control Coordinate Tables Sheets Z - 3, Alignment and right of way data, recovered monuments DESCHUTES COUNTV SUFNEYC1,7.1- 3 2,o23 ��r_Col��0S 8 7076 N. 225897.95 E. 24577 7.37 C 714 SECTION 8 FD. 2" ID. IP. CS 09686 6`9�2 N 64 SV22 Z�n, REFERENCE TABLE US20: MCKENZIE - BEND HIGHWAY MONUMENT TABLE POINT NORTHING EASTING STATION OFFSET DESCRIPTION County Survey 2089 235132.22 24 7998. 79 "US20" 87 +98. 59 99.99 L T FD. 3/4" IR. 7B-4- 73 ODOTDrg. 2088 235037.20 247822.83 "US20" 81-+98.67 99.99 RT FD. 314"1R. 78-4-13 ODOT Dry. 2077 227496.54 244534.54 "US20" 764+99.77 74.96 RT FD. 518" /R. 7 7/2 "A. C. "ODOT 7995" 72250 2076 227581.00 244715.82 "US20" 764+99.84 125.03 LT FD. 518"1R. 7 7/2"A.C. "ODOT 7995" 72250 1043 227087.72 244698.26 "US20" 7 69+ 40.03 99.60 R T FD. I /2 " IR. 70027 2017 227043.20 244756.99 "US20" 7 70+ 04.65 64.93 R T FD. 5/8 " IR. RPC 'S&SSURVEYING" 17 848 2090 227121. 28 244924. 74 "US20" 7 70+ 04. 78 120.10 L T FD. 518 " /R. W/ OPC 'S&S SUR VEYING" 11848 2069 226953. 79 245008. 62 "US20" 771 +92.57 725.08 L T FD. 518"/R. 72250 1029 226855.00 244836.22 "US20" 772+08.70 72.66 RT FD. 5/8"IR. 2273 2076 226823. 47 244826. 93 "US20" 7 72+33. 35 94.40 RT FD. 5/8 " IR. RPC 'S&S SUR VEYING" 77848 471 226824.54 244855.33 "US20" 172+44.38 68.21 RT SET S/8'X30"/. REBAR WITH RED PLASTIC CAP "ODOT" 400 226897.77 245044.29 "US20" 772+57.92 133.97 L T SET 5/8'X30" I. REBAR WITH RED PLASTIC CAP "ODOT" 2014 226766.73 244867.12 "US20" 773+02.30 82.21 RT FD. 5/8"IR. RPC 'S&S SURVEYING" 77848 2068 226846.37 245058.35 "US20" 773+70.40 125.07 LT FD. 5/8"/R. 7 1/2"A.C. "ODOT 1995" 72250 2013 226740.25 244887.18 "US20" 773+34.23 74.97 RT FD. 1 1/2" DISK "ODOT 7994" 12250 2020 22673S.37 244904.83 "US20" 773+46.12 67.03 RT FD. 5/8" IR. OPC '7LLEGIBLE" No Record 1028 226440.28 245411.92 "US20" 178+27.87 273.83 LT FD. 3/4"ID. IP. BENT NE'LY 2285 7047 226282.08 245103.07 "US20" 778+40.70 72.98 RT FD. 5/8-1R. DOWN 1.2' 2285 409 226449.43 245473.71 US20 778+45.68 333.77 L T SET 5/8 X30,/. REBAR WITH RED PLASTIC CAP ODOT 9686 470 226342.00 245245.62 "US20" 778+46.66 87.58 LT SET 5/8'X30"/. REBAR W/TH RED PLASTIC CAP "ODOT" 17848 1075 2263 7 8.92 245305.44 "0520 " 7 78+92.86 126.OS L T FD. I" /. D. IP. PER CS09686 11848 2012 226734.74 245174.94 "US20" I80+04.62 70.06 RT FD. 518"IR. RPC 'S&SSUR VEYING" 17848 2067 226214.98 245347.29 "US20" 780+04.74 120.05 L T FD. 5/8"IR. RPC 'S&S SURVEYING" 9686 48 226150.56 245214.28 "US20" 7 80+ 06.97 27.72 RT FD. 112 " IR. YPC "BCE TRA V POINT" 72250 7 014 226155. 79 245381. 58 "US20„ 180+ 72. 88 126.77 LT FD. I "I. D. IP. 12250 2064 225985. 92 245459. 55 US20 7 82+59. 78 124.99 L T ,. FD. 518 IR. 1 112 I A. C. ODOT 1995 No Record 2011 225907.39 245278.33 "U520" 782+59.81 74.98 RT FD. 1 112" DISK "ODOT 7994" 7B-4-73 ODOTDrg. 206S 225968.72 24SS75.66 71S20" 783+89.72 126.37 LT FD. 2"OD IP. 78-4-73 ODOTDrg. 2010 225379.60 245521.82 "US20" 188+35.62 74.81 RT FD. 5/8"IR. POT 788+38.22 78-4-73 ODOTDrg. 2063 225464. 06 245702.98 "US20" 788+35.63 725.07 L T FD. 314"IR. BENT NZ Y 7B-4- 73 ODOTDry. 2051 222423.33 246900.17 "US20"220+99.98 74.99 RT FD. 518" IR. 1 1 /2"A. C. "ODOT 1995" 12250 2052 222507.82 247087.38 "US20 " 22 7 + 00.02 125.00 LT FD. 518"/R. 1 7/2"A.C. "ODOT 7995" 72250 OLD BEND - REDMOND HIGHWAY MONUMENT TABLE POINT NORTHING EASTING STATION OFFSET DESCRIPTION COUNTY SURVEY 407 227330. 05 245067. 86 "OBR" 79+29.34 20. 77 L T SET 5/8'X30" L REBAR WITH RED PLASTIC CAP "ODOT" 2079 227777.57 245053.08 "OBR"20+76.30 40.07 RT FD. 5/8" IR. RPC 'S&S SURVEYING ROWMON" 77848 2073 227798.84 245728.29 "OSR"20+76.34 40.07 LT FD. 5/8" IR. ILLEGIBLE 77848 2072 227755.75 245069.55 "OBR"20+96.75 29.92 RT FD. 518" IR. NO RECORD 2071 227052.42 245066.76 "OBR" 22+ 79.83 55.07 RT FD. 5/8" IR. RPC 'S&S SURVEYING" 17848 2078 226966.36 245037.06 "OBR"23+54.87 39.98 RT FD. 5/8" IR. RPC 'S&S SURVEYING ROWMON" 77848 2070 226900. 87 245076. 85 "OBR" 23+54. 99 39.98 L T FD. 518" IR. RPC 'S&S SUR VEYING" 17 848 2069 226953. 79 245008.62 "OBR"23+80.87 42.07 RT FD. 518" IR. 72250 2068 226846.37 245058.35 "ORR 24+07.38 73.94 L T FD. 518 IR. 1 712 A. C. ODOT 7995 12250 2073 226740.25 244887.78 "OBR"26+02.459 62.62 LT FD. 7 112"DISK "ODOT 7994" 72250 2074 226766.73 244867. 72 "OBR" 26+04.036 29.97 LT FD. 5/8" IR. RPC 'S&S SURVEYING" 77848 2016 226823. 47 244826.93 "OSR"26+04.042 40.7 7 RT FD. 518" IR. RPC 'S&S SURVEYING" 77848 7030 226707.20 244802.28 "OBR" 26+99.983 39.87 L T FD. 5/8" IR. W/ RPC 'S&S SURVEYING" 17848 7 051 226722.78 244695. 67 "OBR" 27+ 60. 045 50.53 RT FD. 518" IR. BENT N'L Y 70022 7052 226742.25 244670.38 "OBR"27+96.395 128.00 RT FD. 518"/R. PER CS70022 10022 2080 226699.04 244656.42 "OBR"27+99.984 64.99 RT FD. 5/8" IR. RPC 'S&S SURVEYING ROWMON" 17848 7048 226660.48 244632.78 "OBR"28+47.672 60.67 RT FD. 5/8"IR. BENTE'LY 70022 7049 226690.27 244580.30 "OSR"28+47.752 720.72 RT FD. 518"IR. 70022 7036 226570.25 244604.79 "OSR" 29+26.834 35.04 RT FD. 518" IR. W/ RPC 'S&S SURVEYING" 77848 7037 226535. 88 244665. 68 "OBR" 29+27. 099 34.89 L T FD. 518" IR. W/ RPC 'S&S SURVEYING" 77843 7 038 226487. 47 244561. 08 "OBR" 30+25. 657 29.84 RT FD. 112" 1R. 77843 472 226479.50 244543.85 "OBR" 30+88. 749 74.62 RT SET 5/8'X30" L REBAR WITH RED PLASTIC CAP "ODOT" County Surveys Surveyor References Used 02273 05373 Burton, T LEGEND REGISTERED OREGON DEPARTMENT OF T RA N S P O RTAT I O N 02285 00981 Kennedy (F) PROFESSIONAL 09686 05373 Burton, T 0 FOUND MONUMENT LAND SURVEYOR HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP 70022 00540 Cook, George (D) NOTED IN TABLE US20: OLD BEND - REDMOND 70027 00540 Cook, George ��F_paRT��. MCKENZIE - BEND HIGHWAY 7; 77848 02265Scott, Randy (B) DESCHUTES COUNTY 72250 07958 Wetzel, Jules ODOT (C) OREGON NETWORK POINT MAY 10 2011 77843 54857McCoyJohn , NOTED IN TABLE ROBERT A. CHURCHILL ODOT Drawings 77636 78-4-73 ODOT (A) RENEWS: 1 2-31-2023 ODOT REGION 4 TECH CENTER DUNE 2023 7A-22-75 ODOT (E) 63055 N. HWY 97, BLDG. M SCALE: 1 " = 50' BEND, OR 97703 KEY NO. 20011 SHEET 1 OF 3 NW 1 /4 AND SW 1 /4 SECTION 8 T17S R12E W.M. q� �. = N ri„"' x.74-1111mmpil-D 1111gLoozz- aw',.Lo I 18' FRUM THE CORO 164, OF rHE CURVE, NOTE: T PER THERE pEGRFE TANGElV THE rHE RECORD 4 AND 2 r& T O 80 AND EXTENDED Zp1 OLDt NG UMENTS 20 p 5PLtT O S 1NSCRISEU . FOUND MOy UyELL. P.C. AND CURVE WAS ND RADIUS ON OR OF CURVE A GH THE CURS FOR CURVE C TROL 1036 FIT TTS WERE NOT HELD MONUME STArrONING 4�1lb 0 ti 0000 oCP 00 •/�� 0 � jam. �Cb A�a o; A 0 O � s Oct` o o �- k Q 00 d s Redr�° 000. �6 P pid $ 0�� c ,�o o 08°00116.2 23„ D , 163.7 $o C5°49'21 E T R �. 716.2 �� 120 8, Ts 0 )v MI W, V001FA OO 0 4 O Z !_t�E+ 00 'SZ ti 0 ti w� 0 CL 0 kQ rZ \ \ Z8j�,'Z09 `PPL7 . 961 '8ZS `ZZZ ,SZ OS'66+� ,91 „OZS!]„ ,sZ/ 0Z / '43 "W 554°58 ,� �E {5 55°30P52 N , SZ `ti 420'�_ REFERENCE TABLE County Surveys Surveyor References Used LEGEND t5 cs� 02273 05373 Burton, T 02285 00987 Kennedy H (F) 09686 05373 Burton, T O FOUND MONUMENT NOTED IN TABLE o_ 70022 00540 Cook, George (D) 70027 00540 Cook, George 0- o- �c 77848 02265 Scott, Randy (B ) o`er. 0 72250 07958 Wetzel, Jules ODOT (C) - NETWORK POINT o N� 77843 54857 McCoy,-john NOTED IN TABLE ` ODOT Drawings 7B-4-13 ODOT (A) 7A-22-15 ODOT (E) 00 "SZ 1 � O 0Q �� o G R' , ,gyp 4Op O � O ZS "Z64- F O Paz � 100 NJ 0) 1 ' fl0 / 00'sZ1 S6--01 + REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 RENEWS: 12-31-2023 J, p_ 589 060 `SpZ OZ I SS! `LZZ /V 1 d ES 9Z70Z„b'go s0 25 0 s0 FEET CS 2 1 197- NW 1 /4 AND SW 1 /4 SECTION 8 Tl 7S Rl 2E W.M. DESCHUT E-S COUtay GU11VLyQn 3ZoZ313y.Co !nS WIN 7 028 409 60' �i CON: W WCZ h zz rZ O �J �!J \VJ V ti O O 410 (S 2429 "08 "E)S, C, E (s 25o4 T)A 'b 7076 N. 22589 7.95 E. 24577 7. 37 FD. 2 " ID. IP. I CS 09686 I I HELD PRORA TED SPLIT 7 015 - - - - - --0 - - - - - - - —0-- - - - —0- - - --�- - — ° 2067 ° 206 1074 2064 2063 2052 nr'ZC NJ ti ti 1-4 / kO kZ O O O O `I US20., McKenzie -Bend Highway °48 7041 20720 -0— REFERENCE TABLE County Surveys Surveyor References Used 02273 05373 Burton, T 02285 00987 Kennedy H (F) 09686 05373 Burton, T 70022 00540 Cook, George (D ) 70027 00540 Cook, George 77848 02265 Scott, Randy (B ) 72250 07958 Wetzel, Jules ODOT (C) 77843 54857 McCoyjohn ODOT Drawings 78-4- 73 ODOT (A ) 7A-22- 75 ODOT (E) LEGEND 0 FOUND MONUMENT NOTED IN TABLE NETWORK POINT NOTED IN TABLE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 R06ERT A. CHURCHILL 77636 RENEWS: 1 2-31-2023 2070 20570 tiff 00 �0 Njtiu,kA, o�tiJ� a 50 25 0 50 FEET