Loading...
HomeMy WebLinkAboutSurvey 21357NW 1 /4 SECTION 20 T1 5S R8E WM NE 1 /4 SECTION 20 T15S R8E WM NW 1 /4 SECTION 21 T15S HE WM SW 1 /4 SECTION 16 T15S R8E WM DESCHUTM COUNTY WRVIEYOR N SE 1 /4 SECTION 16 T1 5S R8E WM NE 1 /4 SECTION 16 T15S R8E WM 073 �Z SE 1 /4 SECTION 9 T15S HE WM SW 1 /4 SECTION 10 T15S HE WM NARRATIVE NW 1 /4 SECTION 10 T15S R8E WM NE 1 /4 SECTION 10 T15S HE WM THE PURPOSE OF THIS SURVEY IS TO RESOLVE THE EXISTING CENTER LINE AND RIGHT OF WAY FOR A SHEET I N DE X PORTION OF McKENZIE HIGHWAY FROM MILEPOINT 76.4, EASTERLY TO THE INTERSECTION WITH US HIGHWAY 20 AT APPROXIMATE MILEPOINT 92.2. THIS SURVEY IS TO ESTABLISH A CONTROL NETWORK AND �cp CONTINUED ON PERPETUATE THOSE SURVEY MONUMENTS WITHIN THE PROJECT LIMITS IN JEOPARDY OF BEING DESTROYED 1. SHEET INDEX, NARRATIVE, CONTROL NARRATIVE, CONTROL NETWORK '�� SHEET 2 BY A FUTURE PAVEMENT PRESERVATION PROJECT. THIS SURVEY IS ALSO TO MONUMENT BY CONTROL SCHEMATIC & SHEET LAYOUT DIAGRAM Q` NETWORK THE NEW RIGHT OF WAY ACQUIRED BY FEDERAL RIGHT OF WAY GRANT FILE 9704 EXHIBIT "A" BY 2.-3. CONTROL NETWORK SCHEMATIC & SHEET LAYOUT DIAGRAM CONTINUED THE OREGON DEPARTMENT OF TRANSPORTATION. THIS SURVEY MEETS THE REQUIREMENT FOR A RECOVERY SURVEY AS OUTLINED IN THE OREGON REVISED STATUTES SECTION 209.155. ALL GOVERNMENT LINES SHOWN WERE PROTRACTED UNLESS OTHERWISE NOTED. 4. CONTROL NETWORK SCHEMATIC & SHEET LAYOUT DIAGRAM CONTINUED. S 3XI RESOLUTION, REFERENCES 6.3 122 THIS SURVEY WAS PERFORMED IN INTERNATIONAL. FEET UNITS. 5.-24. SURVEY -SANTIAM PASS OCRS ZONE$�6x THE SURVEY EQUIPMENT CONSISTED OF LEICA GS14 RECEIVERS, LEICA TS-16 TOTAL STATIONS, AND CS 20 x 121 $0,6j 14 DATA COLLECTORS. 25.-43. SURVEY -BEND-REDMOND-PRINEVILLE OCRS ZONE. l �o �C/ AI SHEET . 1 120 x NETWORK POINT COORDINATE TABLE - - - - 9 - _ _ - _ - 119 x 1 .o � PT. NO. NORTHING FASTING STATION OFFSET DATE DESCRIPTION 100 65312.43 181465.49 396+92.12 22.59' LT 8/10/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 101 65106.60 182062.78 403+13.82 18.60' RT 8/10/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 102 65376.14 182520.12 408+64.01 15.69' LT 8/10/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 103 65306.78 182930.91 413+05.61 34.37' RT 8/10/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 104 65056.29 184007.05 424+39.66 49.86' LT 8/10/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 105 65210.99 184351.00 431+26.50 98.73' RT 8/10/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 106 66595.11 185821.45 452+32.63 31.00' RT 8/11/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 107 67057.74 186316.30 459+03.17 30.97' LT 8/11/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL 108 67242.74 186817.96 464+62.46 24.06' RT 8/11/2020 SET 1-1/4" BRASS DISK MARKS "ODOT CONTROL" 109 68152.82 187346.05 476+40.64 36.04' LT 8/11/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 110 68576.00 187522.70 479+90.23 153.00' LT 8/11/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 111 69030.04 188372.09 492+00.97 16.85' RT 8/11/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL 112 70252.92 188683.51 504+76.22 11.02' LT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 113 70552.54 189159.43 510+40.68 12.06' RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 114 71106.15 189483.79 516+83.65 85.86' RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 115A 71880.63 189858.50 526+63.91 46.02' RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" I15B 71634.09 190540.54 534+47.37 59.25' RT 8/31/2020 SET 5/8"IRON ROD W/RPC MARKED "ODOT CONTROL" 116 72078.91 190988.93 541+53.80 11.60' RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 117 73114.50 191086.03 551+92.65 11.47' RT 8/31/2020 SET 1-1/4" BRASS DISK MARKED"ODOT CONTROL" 118 73424.79 191091.88 555+01.73 15.75' LT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 119 73807.05 191345.48 559+59.10 12.56' LT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 120 74277.40 191875.50 566+83.79 69.06' RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 121 74686.94 192265.91 572+63.04 42.741 RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 122 75235.91 192475.81 578+60.20 24.79' RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" OD1003 65870.90 185290.72 443+23.73 67.26' LT 8/10/2020 FOUND 3" BRASS CAP MARKED "C13 1926"K LEGEND SET NETWORK POINT ABBREVIATIONS: ALUM. = ALUMINUM CS# = COUNTY SURVEY NUMBER FD = FOUND M KD. = MARKED OPC = ORANGE PLASTIC CAP RPC = RED PLASTIC CAP W1 = WITH YPC = YELLOW PLASTIC CAP 9 1 15B ���• 4 11 P 'J' S3� f29 .I. 113 112 •' SHEET 11 - s -o f f4SHEET 10 / ,I 111 �. 110 x CONTROL NARRATIVE A:- x 16 � D� PRIMARY CONTROL WAS ESTABLISHED ON THIS PROJECT USING TWO `�-q 1 109 OREGON COORDINATE REFERENCE SYSTEM (OCRS) ZONES. THE PORTION OF N 81.89 .I• THE PROJECT FROM STATION 366 92.58 P.O.B. EASTERLY TO STATION 816+75.85 P.O.T. IS ON THE SANTIAM PASS ZONE, NAD 83 (2011) EPOCH 4T 482 +2010 HORIZONTAL DATUM. A POSITION FOR CONTROL POINT OD1003 WAS 4x34 p, ESTABLISHED WITH THE OREGON REALTIME GLASS NETWORK (ORGN) AND -p PI. WAS HELD AS A BASE POINT TO ESTABLISH THE POSITIONS FOR 108 CONTROL POINTS l00 THROUGH 151, BY INCORPORATING THE AVERAGE OF 7 SHEET j x TWO SEPARATE REALTIME 'KINEMATIC GNSS OBSERVATIONS OF AT LEAST W •8 107 `sx SHEET 9 180 EPOCHS OBSERVED UNDER DIFFERENT SATELLITE GEOMETRY. SHEET 6.q '� �` �j6� THE PORTION OF THE PROJECT FROM STATION 816+75.85 P.O.T. 106 '� EASTERLY TO THE INTERSECTION WITH U.S. HWY. 20 UTILIZED THE OCRS tJ� w BEND- REDMOND-PRINEVILLE ZONE, NAD 83 (2011) EPOCH 2O10 HORIZONTAL DATUM. POSITIONS FOR THE CONTROL POINTS THROUGH 152 THROUGH SHEET 5 -�,� px�p �'O -o Q 003 178 WERE ESTABLISHED USING THE OREGON REALTIME GNSS NETWORK '9 f `: ' (ORGN) BY INCORPORATING THE AVERAGE OF TWO SEPARATE GNSS Sp4-85.67 P•I• .� .o g srX OBSERVATIONS OF AT LEAST 180 EPOCHS OBSERVED UNDER DIFFERENT •,�, :� 103 SATELLITE GEOMETRY. 101 0 �,o SHEET 8 100 02 ,q -o o THE BASIS OF BEARINGS ARE GRID BEARINGS PER THE PROJECT DATUM. 104 10co ,T Joll X,�� `i Do • %o - `� OREGON DEPARTMENT O TRANSPORTATION E T F _ ' N REGISTERED PROFESSIONAL HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP LAND SURVEYOR OR242: McKENZIE PASS PAVEMENT PRESERVATION 20 2 McKENZIE HIGHWAY LANE & DESCHUTES COUNTY .� CONTROL NETWORK SCHEMATIC & OREGON 777rr SHEET LAYOUT DIAGRAM MAY 10, 2011 oK�P�� ROBERT A. CHURCHILL NOT TO SCALE 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M BEND, OR 97011 KEY NO. 22225 SHEET I OF 43 .j . 1 118 N-J 117 ' SHEET 13 w 549 86.92 I, $ SHdET 12 6 0 42 43.3P. 115A -a 116 - 16x n �$ 21357 NETWORK POINT COORDINATE TABLE PT. NO. NORTHING EASTING STATION OFFSET DATE DESCRIPTION 122 75235.91 192475.81 578+60.20 24.79'RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 123 76749.56 194375.66 604+76.69 13.42'LT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 124 77016.33 194876.24 611+34.55 78.46'RT 8/31/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 125 78050.67 196116.15 627+72.39 18.59'LT 9/01/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 126 78161.46 197224.65 639+24.27 13.47'LT 9/01/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 127 1 78594.67 197808.18 646+73.61 12.42'LT 9/01/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 128 79055.19 198080.85 652+07.38 21.50'LT 9/01/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 129 79584.26 198657.43 660+09.20 40.64'RT 9/02/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 130 80262.67 199819.84 673+60.84 39.58'RT 9/02/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 131 80986.98 200972.66 687+26.60 12.45'RT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 132 81484.92 201484.14 694+54.43 15.46'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 133 816J9.24 202309.80 703+01.15 26.68' LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 134 81916.70 202765.35 708+38.41 12.30'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 135 81911.80 203060.76 711+31.12 H.65'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 136 81 73 1 .77 203492. 59 715+94.31 15.69' LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKS "ODOT CONTROL" 137 81593.36 204254. 98 724+93.52 12.77' LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 138 81855.34 205123.69 733+99.80 20.68'RT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 139 82007.21 205393.71 737+10.47 13.29'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 140 82113.65 205860.89 741+88.32 16.80'RT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 141 82337.07 206311.00 746+89.46 17.86'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 142 1 82523.66 207626.31 760+14.52 14.98' RT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 143 82905.58 208070.48 765+98.83 13.28'RT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 144 83412.03 208777.06 774+67.69 14.69'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 145 83447.55 209326.32 780+16.52 13.51'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 146 83455.28 209928.26 786+20.86 12.26'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 147 83325.81 210180.38 788+96.24 22.19'LT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 148 82905.71 210453.56 793+94.36 23o28'LT 9/02/2020 SET 1-1/4" BRASS DISK MARKED "ODOT CONTROL" 149 82299.28 210297.81 800+11.95 14.47"RT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 150 82358.63 210843.38 806+08.74 14.66"RT 9/02/2020 SET 5/8" IRON ROD W/RPC MARKED "ODOT CONTROL" 151 1 82738.63 21 1708.53 815+53.20 1 15.05' LT 9/02/2020 SET 5/8" IRON ROD W/ NE 1 /4 SECTION 10 T15S HE WM SE 1 /4 PB38 T15S HE WM SW 1 /4 PB37 T15S R8E WM SE 1 /4 PB37 T15S R8E WM NE 1 /4 PB37 T15S HE WM NW 1 /4 SECTION 1 T15S R9E WM NE 1 /4 SECTION 1 T15S R9E WM NW 1 /4 SECTION 6 T15S R9E WM SW 1 /4 SECTION 31 T14S R9E WM SE 1 /4 SECTION 31 T14S R9E WM SW 1 /4 SECTION 32 T14S R9E WM NW 1 /4 SECTION S T15S R9E WM I I SHEET 23 36 - - 31 cs O SHEET 22 RPC MARKED "ODOT CONTROL" SH ET 21 Q0 SHEET 20 N SHEET 19 _.� cp 42 o 140 1 9 sip - oo 138 -� 139 -P •'l9 -p 17 13 3 1 4 13 13 6 0 . - w \8* 0137 A- 5 132 Q 131SHEET N .� Ix�s s9 � 130 �O � .� _6'� _ B 3 _ 12 9 - s� I x 6-1co� `99,6 6S N� �- ,9 12 8 �x� '� SHEET 16 '� 1 o -� o 127 125 6' �o A W126 �S LEGEND �g } - O oSHE' 6O \,n T I �x l SET NETWORK POINT E 15.f �T co '-0 SHEET 17 14;x .0 12 3 12 4 t\3 x CONTINUED ON SHEET 1 Ln � x O oo S 'f' .,r + . (A N ,p cL• � X =�' • CONTROL NETWORK SCHEMATIC & tin SHEET LAYOUT DIAGRAM NOT TO SCALE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 x x 144 145 146 14 r x ' �a 43 781+89.91 P.I., 14s d Cg•0+t761 150 151 49 m 32 �p--,U.2c �e�z- x I I SHEET 24 w 0 N u 0 V) Q Q Q V) " 21357 SW 1 /4 SECTION 32 T14S R9E WM SE 1 /4 SECTION 32 T14S R9E WM NW 1 /4 SECTION 5 Tl 5S R9E WM NE 1 /4 SECTION 5 T15S R9E WM SW 1 J4 SECTION 33 T14S R9E WM SE 1 /4 SECTION 33 T14S R9E WM NW 1 /4 SECTION 4 T1 5S R9E WM NE 1 /4 SECTION 4 T15S R9E WM w z 0 N NETWORK POINT COORDINATE TABLE SW 1 /4 SECTION 34 T14S R9E WM SE 1 /4 SECTION 34 T14S R9E WM SW 1 /4 SECTION 35 T14S R9E WM SE 1 /4 SECTION 35 T14S R9E WM NE 1 /4 SECTION 2 T155 R9E WM PT. NO. NORTHING EASTING STATION OFFSET DATE DESCRIPTION 151 296058.71 146900.58 815+55.42 15.04' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 152 295932.47 147654.57 823+44.02 13.73' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 153 295674.70 148454.46 831+55.47 13.18' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED"ODOT CONTROL" 154 295421.96 149216.63 839+59.60 13.73' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 155 295168.67 150153.43 849+29.48 14.58' LT 9/02/2020 SET 5/81IX30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 156 295148.07 150915.23 857+30.89 13.95' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 157 295230.02 151453.24 862+67.40 17.04' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 158 295268. 1 3 152290.41 871 +07. 98 14.47f LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 159A 295462.52 153117.01 879+34.59 15.43' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 159B. 295602.40 154199.50 890+33.95 15.96' LT 9/02/2020 SET 5/8''X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 160 295706.59 155133.60 899+78.46 15.49' LT 9/02/2020 SET 5/81/X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 161 295965.48 156026.42 908+76.85 14.15' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 162 296087.71 157537.13 924+09.25 17.40' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 163 296302.89 158562.66 934+41.57 14.12' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "0D0T CONTROL" 164 296411.72 159797.93 946+95.10 15.13' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 165 296678.52 160722.86 956+25.93 14.69' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 166 296124.47 161858.97 967+91.04 20.66' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 167 295524.78 163218.75 982+55.68 13.77' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 168 294846.16 164785.63 999+33.13 16.65' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 169 295824.78 166377.61 1 1016+63.39 16.72' RT 1 9/02/2020 1 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" LEGEND SET NETWORK CONTROL, SEE TABLE ON THIS SHEET OREGON DEPARTMENT OF TRANSPORTATION REGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP PROFESSIONAL LAND SURVEYOR OR242: MtKENZIE PASS PAVEMENT PRESERVATION of-PAR),y�L MCKENZIE HIGHWAY a LANE & DESCHUTES COUNTY 77r *0 OREGON �� o� MAY 10, 2011 ROBERT A. CHURCHILL 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M BEND, OR 97011 KEY NO. 22225 SHEET 3 OF 43 r C$ 2 1357- NE 1 /4 SECTION 2 T1 5S R9E WM NE 1 /4 SECTION 1 Tl 5S R9E WM NW 1 /4 SECTION 6 T15S Rl OE WM N NETWORK POINT COORDINATE TABLE NW 1 /4 SECTION 1 Tl 5S R9E WM SE 1 /4 SECTION 1 T15S R9E WM SW 1 /4 SECTION 6 T15S RI OE WM SE 1 /4 SECTION 6 T1 5S RI OE WM SE 1 /4 SECTION 5 T15S R10E WM NW 1 /4 SECTION 8 Tl SS R10E WM PT. NO. NORTHING EASTING STATION OFFSET DATE DESCRIPTION 1 289805.12 182620.97 421+47.19 1.01' LT 9/02/2020 FOUND 5/8" IRON ROD W/ 1-1/211 BRASS CAP MARKED "ODOT CONTROL 1" 170 294296.75 167828.62 1032+14.57 16.95' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 171 293742.36 169199.78 1046+93.56 16.13' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 172 293135.91 170590.29 1062+09.99 25.74' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 173 292718.24 171762.96 1074+53.74 25.91' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 174 292063.44 173250.23 321+56.31 24.57' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 175 291510.44 174755. 14 337+58.82 25.95' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 176 290987.91 175917.81 350+32.56 23.38' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" 177 290631.56 176834.11 360+11.51 27.53' LT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL-- 1 78 289845.55 177528.38 [370+55.85 20.02' RT 9/02/2020 SET 5/8"X30" IRON ROD W/ RPC MARKED "ODOT CONTROL" REFERENCE LIST SW 1 /4 SECTION 5 T1 5S RI OE WM NE 1 /4 SECTION 7 T155 RI OE WM NE 1 /4 SECTION 8 T15S RI OE W LEGEND - SET NETWORK CONTROL, SEE TABLE ON THIS SHEET FOUND GPS CONTROL POINT SEE TABLE ON THIS SHEEP Ll III S EET X� .�a „0H„ o` W SHEET 43 'SH" Of 00.00 P.C. s� s I I X SHEET 42 1. MAP 1B-20-5 BY US DEPT. OF AGRICULTURE, BUREAU OF PUBLIC ROADS DATED APR. 1920 2. MAP 4B-2-8 BY THE OREGON STATE HIGHWAY DEPARTMENT, DATED AUG. 1931 RESOLUTION 3. COUNTY SURVEY 00504 BY E. G. MANSFIELD, FILED APR. 17, 1979 McKENZIE HIGHWAY (OR242) HOOD AVENUE ("HD LINE) COUNTY SURVEY 00036 BY JAN M. WICK, FILED APR. 2, 1980 THE US DEPARTMENT OF AGRICULTURE, BUREAU OF PUBLIC ROADS THE CENTER LINE FOR HOOD AVENUE WAS ESTABLISHED BY RECREATING 4° COUNTY SURVEY 09689 BY GARY W. HICKMAN, PLAT NO. 635 SECTION 5 SUBDIVISION, FILED FEB. 1, 1983 ESTABLISHED A RIGHT OF WAY FOR McKENZIE HIGHWAY (OR242) AS SHOWN THE RECORD SHAPE OF THE CENTER LINE SHOWN ON OREGON DEPARTMENT 5. COUNTY SURVEY 00462 BY WALT MILLER, FILED JULY 23, 1986 ON MAP 1B-20-5 DATED APRIL 1920. THE McKENZIE HIGHWAY THROUGH OF TRANSPORTATION DRAWING 1OB-15-15, AND POSITIONED BY HOLDING THE 6. COUNTY SURVEY 00500 BY UPHAM & WICK ENGINEERS & SURVEYORS, FILED APR. 2, 1980 LANE AND DESCHUTES COUNTIES WAS INCLUDED IN THE STATE HIGHWAY MIDPOINT BETWEEN THE MONUMENTS FOUND AT POINTS 2023 & 2031, THEN 7. COUNTY SURVEY 00501 BY DAVID K. BATEMAN, FILED JUNE 2, 1987 SYSTEM BY THE OREGON STATE LEGISLATURE IN 1939. OREGON STATE ROTATED SAID ALIGNMENT TO HOLD RECORD DISTANCE OF 59.86' FROM THE COUNTY SURVEY 00457 BY JAMES E. BUSSARD, DATED FEB 14, 1972 HIGHWAY DEPARTMENT CONSTRUCTED LINE MAP 4B-2-8 DATED AUGUST 1931 MONUMENT FOUND AT POINT 2001. RECORD STATIONING AND RIGHT OF WAY 8. COUNTY SURVEY 00459 BY JAMES E. BUSSARD, DATED FEB 7, 1972 MATCHES THE ALIGNMENT SHOWN ON THE 1920 BUREAU OF PUBLIC ROADS WIDTHS WERE HELD PER SAID ODOT DRAWING IOB-15-15. 9. OREGON CORNER RESTORATION RECORD 1217 BY KENNETH L. GRANTHAM, DATED AUG. 19, 1993 MAP. THE OLD CENTER LINE DID NOT MATCH THE ROAD VERY WELL, 10. OREGON CORNER RESTORATION RECORD 1239 BY KENNETH L. GRANTHAM, DATED NOV. 12, 1993 THEREFORE A NEW CENTER LINE ALIGNMENT AND RIGHT OF WAY LINE WAS 11. OREGON CORNER RESTORATION RECORD 1245 BY KENNETH L. GRANTHAM, DATED NOV. 12, 1993 ESTABLISHED BY BEST FIT OF THE PHYSICAL EDGE OF PAVEMENT FOR THE COUNTY SURVEY 00461 BY FREDERICK A. AST JR. & ASSOCIATES, 6/20/1985 PORTION OF McKENZIE HIGHWAY WITHIN THE DESCHUTES NATIONAL FOREST. 12. COUNTY SURVEY 06492, PLAT NO. 117 OF CROSSROADS, BY JAMES E. BUSSARD, DATED 5/9/1973 THIS FEDERAL LAND GRANT WAS APPROVED BY THE UNITED STATES FOREST 13. COUNTY SURVEY 07396, PLAT NO. 625 HEAVENLY ACRES, BY GARY W. HICKMAN DATED 12/15/81 SERVICE AND IS SHOWN ON EXHIBIT A OF RIGHT OF WAY PLAT FILE NO. 14. OREGON CORNER RESTORATION RECORD 1466, DATED MAY 21, 1999 9704 15. COUNTY SURVEY 13239, NEW SISTERS VILLAGE BY FREDERICK A. AST JR., FILED 4/8/1998 COUNTY SURVEY 15148 BY JULES R. WETZEL FILED OCT. 25, 2002 THE CENTER LINE FOR McKENZIE HIGHWAY LYING EASTERLY OF THE 16. MAP 1OB-15-15 BY THE OPREGON DEPARTMENT OF TRANSPORTATION DATED JAN. 2003 NATIONAL FOREST BOUNDARY WAS ESTABLISHED BY BEST FIT OF THE 17. COUNTY SURVEY 15898, PARTITION PLAT 2004-46 BY FREDERICK A. AST JR, FILED MAY 27, 2004 EXISTING EDGE OF PAVEMENT. RECORD DEGREE OF CURVE WAS HELD TO 18. COUNTY SURVEY 16290 BY PAT MARQUIS, FILED FEB. 17, 2005 RECREATE THE CURVES. THE PORTION OF McKENZIE HIGHWAY EASTERLY OF DIESCIAM COUM SMMVMVOR 19. COUNTY SURVEY 17250 BY JULES R. WETZEL FIELD MAR. 19, 2007 POINT OF TANGENCY STATION 372+93.06 P.T. FOLLOWS THE SECTION LINE COUNTY SURVEY 17314, PARTITION PLAT NO. 2007-29, BY MICHELE W. SIMS, FILED 5/2/07 20. - TT R F Y BETWEEN SECTIONS 5 AND 8, T15S, R10E, WM. A STATION EQUATION .WAS 07 2C? ByzwCptl` COUNTY SURVEY 17769, PARTTION PLAT NO. 2008 30 BY TODD R. CA E SON, FILED JUL 9, 2008 INSERTED AT THE NATIONAL FOREST BOUNDARY OF 1080+86.08 P.O.T. BK = 21. COUNTY, SURVEY 17828, WEST VIEW BUSINESS PARK, BY MICHELE W. SIMS, FILED SEPT. 24, 2008 311+64.40 P.O.T. AH TO GET BACK ON RECORD STATIONING PER OREGON Will 22. BUREAU OF LAND MANAGEMENT CADASTRAL PLAT FILED FEB. 1, 2019 STATE HIGHWAY DEPARTMENT MAP 48-2-8. WIDTHS FOR THIS PORTION OF 23. OREGON DEPARTMENT OF TRANSPORTATION DRAWING iR-4-1308, DATED MAY. 2019 McKENZIE HIGHWAY WERE HELD AS SHOWN ON OREGON STATE HIGHWAY COUNTY SURVEY 20190, LLA 19-01, BY FREDERICK A. AST JR., FILED APR. 10, 2020 DRAWING 48-2-8. 24. COUNTY SURVEY 20341 BY PATRICK GAGE COLE FILED OCT. 23, 2020 25. OREGON DEPARTMENT OF TRANSPORTATION RIGHT OF WAY GRANT FILE 9704 EXHIBIT A DATED DEC. 2020 SANTIAM HIGHWAY ("SH" LINE) 26. COUNTY SURVEY 20470, PARTITION PLAT 2021-9 BY HAYES A. McCOY, FILED MAR. 10, 2021 THE CENTER LINE FOR SANTIAM HIGHWAY WAS ESTABLISHED OREGON DEPARTMENT OF TRANSPORT 27. COUNTY SURVEY 21026 BY FREDERICK A. AST JR. FILED JAN. 26, 2023 BY HOLDING THE MIDPOINT BETWEEN THE MONUMENTS FOUND REGISTERED COUNTY SURVEY 21155 BY CHRIS ROBINSON FILED SEPT. 6, 2023 AT POINTS 3000 & 3002 AND HOLDING THE MIDPOINT HORIZONTAL CONTROL RECOVERY AND RETRACEMEN' 28. COUNTY SURVEY 21241, PARTITION PLAT 2024-1 BY JASON L. SIMES, FILED JAN. 16, 2024 PROFESSIONAL 29. HIGHWAY EASEMENT DEED 2003-86620 RECORDED DEC. 22, 2003 BETWEEN THE MONUMENTS AT POINTS 1050 & 1511 SHOWN LAND SURVEYOR OR242: McKENZIE PASS PAVEMENT PRESERVATIOl ON COUNTY SURVEY 21155. SAID MONUMENTS WERE SET ON 30. COUNTY SURVEY #00501 AS REFERENCES TO HIGHWAY o��tip�RTMcKENZIE HIGHWAY 310 CENTER LINE. RECORD DELTA OF 58030' AND THE CALULATED x i� LANE & DESCHUTES COUNTY 32. POSITION OF THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8, & 9, T15S, R10E, W.M. WAS HELD PER SAID COUNTY OREGON 33. SURVEY 21155. RECORD STATIONING WAS ALSO HELD PER MAY 10, 2011 9�sp�KtA�` 34. ODOT DRAWING iR-4-1308 WHICH ALSO MATCHES COUNTY ROBERT A. CHURCHILL 35. SURVEY 21155. 77b36 ODOT REGION 4 TECH CENTER APF 36. EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M �$ 21351- j 0" C' L')( 59a00�0 .11 v)(31) 1} ( (R . 97 6,54,1) (3 122 .36 43,)(31) 17 7.a �, (T (56 n1 S){2) 151 .9o)(2) xN In Cr 1 RECOVERED MONUMENT LIST NE 1 /4 SECTION 20 T15S R8E WM NW 1 J4 SECTION 20 T15S R8E WM " � o ppp 6 a1 �t A) no (20100'00 C L.>(3 7) l2 3� 2 0� 2) _ t � . I,,) PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS QD1002 65418.73 182883.63 412+11.59 42.63' LT FOUND 3" BRASS CAP MARKED "C14", FLUSH IN STONE, NGS BENCHMARK 9 o app`o 5g Zg''1���) -- 3 08g)(31) 6 1 0 • . t3 (T _o >137 x t3 A5 3p1 (28 C Z �2• 1(2) Z� (a � 380� �, z 6, tD o G 51t 21 (7 �o ��2 plt -8�(z� ` NW 1 J4 NE 1 J4 SEC. 20 LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY o o� w NE 1 /4 NE � N 100 50 0 100 i FEET M u- +o W w w •w cn OREGON DEPARTMENT OF TRANSPORTATION REGISTERED PROFESSIONAL HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP .. LAND SURVEYOR OR242: McKENZIE PASS PAVEMENT PRESERVATION McKENZIE HIGHWAY LANE & DESCHUTES COUNTY OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 6 OF 43 CS 2 1357- SE 1 /4 SECTION 17 T15S R8E WM SW 1 /4 SECTION 16 Tl 5S R8E WM NE 1 /4 SECTION 20 T15S HE WM NW 1 /4 SECTION 21 Tl 5S HE WM LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 t31� Q FOUND MONUMENT SET NETWORK CONTROL, QQ 3A��1' t31i SEE TABLES ON SHEETS 1 & 2 °QQ A6. q6 31i t� y2 2) RESOLVED RIGHT-OF-WAY56• . tD � � � ,,,itt2i t� Q° G�°�1, � ,�tZ; t2 � 5 Al ,A D� A (S8424 Z7"E)(37) (S8478E)(2) NE 1 /4 NE 1 /4 SEC. 20 • '� 4- %% � ;h,, 1 °gyp �' 0� r rr°C��tx �j�x O�r �K� x,6> QD 1003 xg6,o �Q 0 �' �. L' 31) �.? W ,�, oo J�,J app'00 5 1')( �, s, (Zg 1 g1. , 3N�(31) n 44 1.64) ,row (28 COR. °1 8)(2 D , 45 4')(2)Or --, ( $ 5 , p Q, g1�2 �o �N N 3 a r 8 'E)(Z) ,Q, �, x6 Z1 �3• ,�, rn ,...o ( p0242) IE H'vvy. (r., M GKEN + � � �` 0 9�i �� (S86'4 � r� o� titi '� 1�3 1 (S89 O4 E)(37) 20 E)(2) �Q X =° 44, • ati 0 � 1�t °lt3 - - - - � �o -� wy C� 0 � 23 'S3• 1311 � `j's�`='� � (430*59- 72 P79(37) `�' �� 13 22• •�� (447 f66.3 P. T.)(Z) ONXt��0 �''2 N 66 00) 5°�� 81.loo 9? 711)(3 ,23^( (31) r M^1o5 ,�� (1 R,3 Q1 ,)(31) p.00) ` ( 3505 23 51 2) 427 f29 78 PC _ (3 cL v �• n`ll � } ('� �° C'l°c 6)(2) � N lam, •�- tL J tV (� '1 7 1Z) 6 P. �)(2) �,� �' o .Q� p� �� l� o - 3 i,1 }( QQkON 22� `�104 1� Z °p aN ' �1 ll, Ql -� ass p�° NW 1 /4 NW 1 /4 SEC. 21 O J ao DESC���couffff �J��1J � � oo, � � x� •� •�O x� �ti ,• _` v\ oo. • O �► x x o7 3l 2v2� �r S � .\y ti �� •� a cp Qom- � REGISTERED PROFESSIONAL LAND SURVEYOR F �� p W •� j o 0 ob loo PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS QD1003 1 65870.90 1 185290.72 1 443+23.73 67.26' LT FOUND 3" BRASS CAP MARKED "C13 1926", NGS BENCHMARK OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 100 50 0 100 FEET ran qq- u_ 1r6 o 00 Ww9wcn CS 2 1357- 100 50 0 100 FEET SW 1 /4 SW 1 /4 SEC. 16 o° cb N 4%b41 1 a 6 O , =Jim J SEE SHEET 7 OF 43 6'J 419�,o j I 6 � I SE 1 /4 SECTION 16 Tl 5S R8E WM SW 1 /4 SECTION 16 Tl 5S R8E WM SEE SHEET 9 OF 43 41) 108 W 44 n �� °tip° ��' �J v� ,N1 o ® l w `p� ii por p• �`1 1�111��• 00 o 10 7- 11 —_ ---- `D (N89'035'O6T)(3 7) (N83'23'R9(l)(2) rn N s a 100 c 3'}t3 °1) 31) S00 0� •6� ,SIT) ° ,00 (31) tR 50 8 } } 1' S 00 229.18 ) „ 31) p , 96.01 )t2 } 3 18•43) 2) tZ , g21 .5,)t1) (20 �°O21)(1){ 2) C� D,� 1 2)(1)( ( 101 s SE 1 /4 SW 1 /4 SEC. 16 lisill alt. { RECOVERED MONUMENT LIST PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS OD1003 1 65870.90 185290.72 443+23.73 67.26' LT FOUND 3" BRASS CAP MARKED "C13 1926", NGS BENCHMARK LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 109 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 n N CS 2 1351- SE 1 /4 SECTION 16 Ti 5S HE WM SW 1 /4 SECTION 16 T15S HE WM NE 1 /4 SECTION 16 T15S HE WM NW 1 /4 SECTION 16 T15S HE WM SEE SHEET 10 OF 43 2 CH 1� 008 6 ° 'o I {N61g 03 vo_ c5 J -1 (38°0©0� 78`)(31) w 150. j sr {40 11 O 2°32)(1)(2) 6lK : 178.5 �Q J 'Q X6. t01 10 `��` 6x x`9 I •�� Jos' c�`� x `.. Q ,off hj1 �' �1 � ���J ,, G• ,��3 t311 Z Nq 1 L" 1-0 wi "%)o 077Y-77.17 PC` �o-� /6'��0 (66Sf30g p T o 6�'X x6` i (477f55_ 97 _ ,� I'7i(31) (66S-fS9. 7 P. C.) w (7)(2) -� 1) o0 (47b+95 74 M l— ^ '00 15')(3 1) �_ �8,2 6.987 626 C%A,A --Zell� °00 3g'? ,,41 )(3 v ti ;b ' ��� 23} } -o ao t o j 109 0 o �R �0 0(31 } 2} N �, � � 0 132 o ,5 }t� /I it V' h 16 (669k0 - J `p -6 f "•SOO d� .O 0 6°12 l5 1 3� �31 OKV 00 6 c�6 1 x966, O 9 � •�A �p� .�A�A �Nloo o � �J ,�OSOo s 6- �C •'d,, ��•ODJ ��' �Gj 9 �,^�J�� I �-� �J 6` -sue ,9 �� O0� '5 SEE SHEET 8 OF 43 NW 1 /4 SE 1 /4 SEC. 16 RECOVERED MONUMENT LIST PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS QD1004 1 67407.81 186824.74 465+95.46 74.80' LT I FOUND BOLT IN BOULDER, NGS BENCHMARK LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT e SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 109 2011 ROBERT A. CHURGHILL 77636 EXPIRES: 12-31-2025 w CS 21357 SE 1 /4 SECTION 9 T1 5S R8E WM SW 1 /4 SECTION 10 T15S R8E WM NE 1 /4 SECTION 10 T15S R8E WM NW 1 /4 SECTION 15 T15S R8E WM SEE SHEET 13 OF 43 (66- 0O9 (66.009 ! () (37) oo' M O I � � ry 545 I ce 0 v :� ,� nj (S9S �3� _37 �J(31j -. f 08 8 I N zui . p C- s� s i1saA 1 � � SW 1 /4 SW 1 /4 SEC. 10 sp 116 00'00„c� t2 � � g 5 (R _ 212 2J , )(.3J) (r00 4236)0 J) °� ° o JS6 J9�(-3l �' -�' �Z 9 Oo $ 4� s'�0 ,�y (29 CR)(1 ) 0 �os�o (r: .770 J 3S)(J)(2) w —x •.� w L 6 P. 3J N E 1,2,168034 91, 443 3)8 .� _ oak lei .� -0Z 8 DO 04.6?) (31 ) � (, 126 63)(3 t3� O(2) p°"� `�►O (� , 405� '29 E}1�t�} 1 1 58 LEGEND �s21 f 96� �+� co �,• Cr {1)(Z) °4Q 'V�� (616f6S D p�(3 J) �� N 8° C•Eo) 6'}cp (1 ){Z)6Z2°A� O � t) RECORD DATA PER REFERENCE LIST 8pC)(J)(2 (? 126 4 1)(Z) t �55 r-- 6, s �' NJ �,�, l SHOWN ON SHEET 4 3}( -' mow �� 1A- OfX-j y - SET NETWORK CONTROL, 00 1 1 SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY ti � r tiLl� ! ��� , �y� O � ! 3 30°00'00190. C (3 7 ) s'(3a) x�(t 43 o 6 �325 s'o-�(a_` 56.32)(13 OREGON DEPARTMENT OF TRANSPORTATION cr ,J �.jJ J F. 9�g� 3�J ° C.L. (1)(Z) REGISTERED J s s'8 ) HORIZONTAL CONTROL RECOVERY AND RETRACEMENT MAP (32 55°33�)(j)(Z) PROFESSIONAL (4 943,)(1)(2) LAND SURVEYOR OR242: McKENZIE PASS PAVEMENT PRESERVATION (T � .OEPARp McKENZIE HIGHWAY 5�ee��a M LANE & DESCHUTES COUNTY OREGON MAY 10, 2011 SPop'-N ROBERT A. CHURCHILL 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 SEE SHEET 1 1 OF 43 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 12 OF 43 SE 1 /4 NW 1 /4 SEC. 10 ✓ i SEE SHEET 13 OF 43 CS 2 1357= NE 1 /4 SECTION 10 T15S HE WM NW 1 /4 SECTION 10 T15S HE WM SEE SHEET 15 OF 43 x X top AnP 66`O 0 �n� lb �� Qpp Dip o�� ,gyp\ 'Q\ �\ � ti titi Q I1 �1 r 122 00 00� h o^ O 57��3 4 ,-J�.� J 0 7,i. 9 - (-S6Of 42 S P. r11 C�(.31) �'� o'ti eb N. so 6�p goo .�0 9 N $9Q °p'ti V� o 4, L 0 SW 1/ 4 NE 1/ 4 SEC. 10 ioo so 0 UTESCOUM-SURVEY� FEETgoo FD�� BY•�S � LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 - SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY OREGON DEPARTM ENT 4F TRANSPORTATION REGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP PROFESSIONAL LAND SURVEYOR OR242: McKENZIE PASS PAVEMENT PRESERVATION °tip°Rp McKENZIE HIGHWAY LANE & DESCHUTES COUNTY OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-202S 63055 N. HWY. 97 BLDG. M SCALE: 1 If = 100' BEND, OR 97011 KEY NO. 22225 SHEET 14 OF 43 SE 1 /4 P1338 T1 5S R8E WM NE 1 /4 SECTION 10 T15S R8E WM o A- rn v N L 0 I �Lo �� � � LJJ A�--- � 12 3- W w F o w- ,, E)(3 - . Ln .� M (N�ND 0 .20*} (572 16-00'00if C L.)(31) ( J 07(3 7) (R 358. 7 n , I a 11.56103 )(3 ) 37 43W31) (16 C.R)( .r (�► 16029�(1)(2) 1-0 NW 1 /4 NE 1 /4 SEC. 10 51.9)(7)(2) ti k (T V V v\ (N27013'48'W,, 182.369(31) OD1007 O �w �� "F)(31) �o A N 77054 3No -04 (N80S041 E)(31 s (N84`77W (1)(2) 00 J � v I lb Ll Q w v �rP - i ii ° � D� (586f 67 80 P ��' Q ; ) =`' I (5S0f96.7 p C (31j .ti.��` (8O O0) l 110 (37) (66.00, ti �l' �• ��3 3�1 I -N (37) o •p� 9°� ��t,��l * 06 RECOVERED MONUMENT LIST � hl °'� ; � t l56 y oll 9� S x x 6 � �s'JJ � xis SEE SHEET 14 OF 43 CS 2 1 3 5 7 3 \lr - 9x •�-J�.��J ,,�1 (601�84.6 P. (53 5 L) rnZ N N � 31) •31) 0'i C' 125) a0p'0 6.48') ,, (31) (R , 221 1)(3 (D , 56.3(1)(2) 2) (20 21 0 (1)(2) 30) ( G�,11313�1 .�� ° ��- N� ti •ems l2 �� , �' o 1 40 t� 100 50 0 100 FEET PT. NO. NORTHING EASTING STATION 1 OFFSET DESCRIPTION & REFERENCE DOCUMENTS OD1007 1 76297.58 1193033.09 589+76.61 172.00` LT FOUND 3" BRASS DISK MARKED "C11 4909 1926"9 9 IN STONE NGS BENCHMAR LEGEND {) RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 109 2011 ROBERT A. CHURCHIL 77636 EXPIRES: 12-31-202S OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP OR242: McKENZIE PASS PAVEMENT PRESERVATION McKENZIE HIGHWAY 0 LANE & DESCHUTES COUNTY SpORIN ODOT REGION 4 TECH CENTER APRIL S, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 15 OF 43 SE 1 /4 PB38 T15S R8E WM SW 1 /4 PB37 Tl 5S R8E WM ,AV �r I ,O N '? I��o O wog o� 12 S` (31 w� Zj- (7 w .rn + I O v (0800'00" C.R.)(37) .0 0 ?� ox ,,1�'yl + oo`�' (R = 716.20 J(31) �' .�' N. O 0�1+ (A = 22V 2 27'9(37) ,o.10e �0 4 O° `�� �' (T = 740.561(37) -� °uI\J cf>Lu - w 00 � �1 °`1' i 1 7 0° C. L. 1 2 ti �' (So� Ln w (d 20 04)(7)(2) Nj �uj w _ (T - 7 0 7.4 90)(2) � `v 10 � 9 �6,� t31� I w r- • oo. 1t �� �� •'ro oo�r� �� °p0 0 d6 i 11 MA THEMA T/CAL ERROR •1� • �� �'J 12 °ZS t3 I /N BEARING SHOWN ON STA TE 1°� 01 01 1$ 1� ��J �� t� Al 0 � �2i H/GHWA Y DRA WING 4B-2-8 '1 1 �'J )�2} )P Z Al 51) DO SE 1 /4 SE 1 /4 PB 38°o° D � � ON �vCNN 1J V o - I SW 1/4 SW 1/4 PB37 I-�v 1� 6, +311 40 o ti� 31i �� ° 00 ZO • `� �3 (S89 °44 7 8 r)(3 7) 9 0° 5 60 jgl �llti (N83 050'K9(7)(2) t�JS 60 5 -� 124 v+ o .9x2S•3� o,., ) O w A- nZj �' w N x� 1311 26000100•3 71)(31) p G•�} 311 (R . ZZO 150")(31) Zl(,, (31� ( . 31 09l)(31) �' W - �-�+ °00 0 68.5106 31) (4 . 61 '45 Z) �o-s t� 66 10, t2� (30 C ,151)(1)( ,,, .� ti o �D 1 �11� 1�12} , 35 7,)(1)(2) w to W J w V'f LEGEND () RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 - SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 i i i 10,0 50 0 100 � FEET OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP OR242: McKENZIE PASS PAVEMENT PRESERVATION MCKENZIE HIGHWAY a LANE & DESCHUTES COUNTY ODOT REGION 4 TECH CENTER APRIL 8, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 16 OF 43 CS 21357 SE 1 /4 PB37 T15S R8E WM SW 1 /4 PB37 T15S R8E WM (08'00100" C.L.)(37) (R = 776.20 J(31) v� (d = 7752'09')(37) o (T = 772.609(37) r (31) •o (7 0' C. R.)(7)(2) 100" C.1 ,) 1) (A = 770049(7)(2 ) {1°00 8.51 )�? 31) (T = 86.0� 81 ° 6'23 ){ 1 } )(7)(�1 o a' {R 2 5 3 1')(3 26 41)(1)t 165- nb �� w� M d- o_ _ - ko �o �o w LA w N83°23,34y)(37) ((Sg5 Og 01)(2) w ' 126 A -000 SEE SHEET 18 OF 43 r'.r'J�OJ 6` J ti 128 ` F�9 .g �A N .0011 Zt,\ lb 11 11 1J �i V (p 4%. ti xy .9 00 •�JJ- J J ) i 60,E �1 (Ol o,\ '�1 % .(V 1 x� Sty. ,pa NW 1 /4 SE 1 /4 PB3 7 ` �l\�(P 12 86p �° phi, �� �� 89,0 N 5 i A �v o� �9 • 1i F? A ��� t3 � �9 Q•! °79 �2 6A °2g ON t�t5b3 0 LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 - SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHUR HILL 77636 EXPIRES: 12-31-2025 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP OR242: MCKENZIE PASS PAVEMENT PRESERVATION oEP/►jT MCKENZIE HIGHWAY 77r LANE & DESCHUTES COUNTY LSI,OR L p+� ODOT REGION 4 TECH CENTER APRIL 8, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 17 OF 43 (:S 2 13 5 7 - SE 1 /4 PB37 T1 5S R8E WM SW 1 /4 SECTION 1 T1 5S R8E WM NE 1 /4 PB37 T1 5S HE WM NW 1 /4 SECTION 1 Tl 5S R8E WM RECOVERED MONUMENT LIST PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS QD1009 79441.77 198385.24 657+01.03 25.98' LT FOUND 3„ BRASS DISK MARKED "X360", IN STONE, NGS BENCHMARK 1013 82102.80 200119.89 N/A N/A FOUND 3 BRASS CAP MARKED AS SHOWN, GENERAL LAND OFFICE NOTES LEGEND () RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT ,i SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT—OF—WAY SW 1 /4 NE 1 /4 PB37 ,j% -� cp �4 OD1009 O coh $ti s-tK IJ J�6. J 31l 1•� 31 SEE SHEET 17 OF 43 i I ON � I ors o Cl. ` a'Ira 1-3i w 0 g3 }t a, � 6°pa 9y� 1�1� � t311 i to 3 6 tR � 12 a5 •0Ep i tD� 6A. I I 21 o� �Z ON Al Z} 063 °30 0 t565 .� A s� SE 1 /4 NE 1 /4 PB37 100 50 0 100 FEET �L To pyFr CORNER ACCESSORIES o T 14 S R8E �c�` S35 S36 �'� 1013 NO BEARING OBJECTS WERE V o ^' SEARCHED FOR PERTAINING S2 S1 TO THIS CORNER p T15S m ,• Z cr qo 1966 o�'gSTRAL SAP �, o �qND 31 } ON w Ln 56c Lu Lu L„ 130 DESCMM COUM- SMMOR O7 3LZO2M Now" wwwwwom OREGON DEPARTMENT OF TRANSPORTATION FLANDSURVEYOR EGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP OFESSIONAL OR242: McKENZIE PASS PAVEMENT PRESERVATION McKENZIE HIGHWAY LANE & DESCHUTES COUNTY 7 OREGON a� MAY 10, 2011 ' Spo wy ROBERT A. CHURCHILL 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 18 OF 43 CS 2 13 5 7 1013 t1T OF T �L To pyFr a J� T14S R8E C-- • S35 S36 �a CORNER ACCESSORIES � o ° NO BEARING OBJECTS WERE S2 S1 SEARCHED FOR PERTAINING C9 T15S -�.� TO THIS CORNER 0 1966 A'` TRAL S� �A MINA NW 1 /4 NW 1 /4 SEC. 1 S � s � N N ° p` 00 39 ,,)(31) A 0 A32' I3? i 31) 0AA 12• 1)�2 2) -� c �D • 1 .10 , (1)t 2) N~� 9 6•A ) C� -�#'000 ON m 0 \P�tpu:o OI 00 .r 0-0001� �55 ?°y2 ( �53 NW 1 /4 SECTION 1 T15S HE WM i �? v�O p 00 oin � w -o w I � I I132 1 ' �Z �o 81,,36 F39F'E)(3.010 1) (s83°31►W)(1)(2) ON G 5 °A9 + �, O D 1011 O I --� -.• V �l ° 100 ,){31) P ,�� Q �� {12 00 A11.4-41 14 0 (0 , �3 a� {D 109 {2) I {D ,81•? 6; i 1 i RECOVERED MONUMENT LIST m?� "i oa o�W ul + �o4�' �Q =I 2. O 0 (N86 57 '05T) 3 (s 53 W)( )( ++ (03°00 'D0" C. R.01) (R ; 1, 909.86 ?(3 >> (a 05°14761)(37) (T � 87.401(37) (4 ° C. L.)(7)(2) 6 5-22)(1)0 (T = 67.7 )(0(Z) LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS OD1011 81237.15 201110.93 690+10.38 15.85' LT FOUND 3.5" BRASS DISK MARKED "C8 1926"9 IN STONE, NGS BENCHMARK 1013 1 82102.80 1200119.89 1 N/A N/A I FOUND 3" BRASS CAP MARKED AS SHOWN, GENERAL LAND OFFICE NOTES OREGON DEPARTMENT OF TRANSPORTATION m loorn s, REGISTERED mot- w o HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP PROFESSIONAL LAND SURVEYOR OR242: MCKENZIE PASS PAVEMENT PRESERVATION °�° a WPT� McKENZIE HIGHWAY p VIMZ �� 0 O -Ti o o ro LANE & DESCHUTES COUNTY w syo�4C�OREGON o MAY 10, 2011 9ys ORIN ,'; o ROBERT A. CHURCHILL v) -� 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 19 OF 43 CS 2 13 5 7 m Z W tT ��h tD W v E.)(31) ,00 G1,)(31) (11 00 520'8 8o)(31) (R , 5.46�1 ,)(31) D ' 3 168�9 (1 , 35 41 ,)(1)(2) 0, 131.1 (T NE 1 /4 NW 1 /4 SEC. 1 SE 1 /4 SECTION 36 T14S R8E WM SW 1 /4 SECTION 36 Tl 4S R8E WM NE 1 /4 SECTION 1 T15S HE WM NW 1 J4 SECTION 1 T15S HE WM DESCHUM COUNTY SURVEYOR FtLJEp° zo V. ed ILIS 01 Mill'. 70 9+35.10 P j. 31 N 87.999'S33 E. Z02t 823- 356 O \ I I 134 135 'SOQ IO 0. 11 °30'00 C 4, L'` 1' �s�. ( r 498.22)(31) .q, x �� Jr�JJ�.�J (R °25 r37')(31) .�� R� 136 (T = Z95- ��st��s ; . C.L. A } I O Z° C.L-)(7)( 1 '` �° �' o (OS D0 00 1 3 )) �, �, (CN 3 (j }(Z) 1 1 • st �c ` -o tD (R 716,207(3 a� y a� (4 ' 6 j 0 ) 1 (2) 1, ` '`')' .�' j -�, w n oci V �, Z2 18 56 ryo L,a - w 2 7.51 �� nnZ� z ti b C.R) j ) W vol I N LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 ♦ SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY 100 50 0 100 FEET OREGON DEPARTMENT OF TRANSPORTATION REGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP PROFESSIONAL LAND SURVEYOR OR242: McKENZIE PASS PAVEMENT PRESERVATION McKENZIE HIGHWAY LANE & DESCHUTES COUNTY OREGON MAY 105 2011 g�sPatA�� ROBERT A. CHURCHILL 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M . SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 20 OF 43 IV W CS 2 13 5 7 - \��W-CAo SE 1 /4 SECTION 36 T14S R8E WM SW 1 /4 SECTION 31 T14S R9E WM NE 1 /4 SECTION 1 T15S R8E WM NW 1 /4 SECTION 6 T1 5S R9E WM } u C.L. )( L.)(3 1 ) {02 30'00 .7 to)291 •S 2'l)(31) -� (R f 08 5 70')(3� c �- + (IS— , �$.� y' C. 1Z ,){1)(2) CORNER ACCESSORIES 4, 8 0 4)(1)(Z) NO BEARING OBJECTS WERE ci 0 100' SEARCHED FOR PERTAINING w {T TO THIS CORNER 1012 �,)(31 r" w (N53 °39'13 #W, ,00'' �' +}{31) o r' } 176.30 j(31) - 11 °0 0 20.8? 6''}(31 } N s (R,20 Zg)( ,�� �, �xj �� {4 , 95 �� w 139 �` 1) �..--� `9, v. w , j "E)(3 Ah.+ + (576 59 C. 23 41)(1) 1°36 oi w (t , 50, 138 OD1012 --C� O ,03 "001) a (N78 °44 FW)(1)(2) w (S ' 0 o v � w O ^ o + O N 00 O N 70 tZ1 N N 041,00100 39)(31) ( = 11432.153.)(31) (d , 79.0 Cr L•)(1)(Z) (8° •'261)(1)(2) (©: 8 r81)(1)(2) (T ' S2 RECOVERED MONUMENT LIST NE 1 /4 NE 1 /4 SEC. 1 IM z\o N �N v 0 — N 0 � W N OO SW 1 /4 SW 1 /4 SEC. 31 140 R2�21 to (N61a3582�(t)(2) t568 rnvla? V .� 0 M I- .-� LL p � O W � N N 141 w � Ln •... o .;. w w Ln W � + r r Ar y N A-- mo _.., v 10°00 00 6')(31) ( ` 5 72.9 3,1)(31) (R �7$26Z:(31) (4 � 93,DO ) (10 °241)(1)(2) 4 : 2 .31)(1)(2) t' LEGEND () RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY 071,911202 ( OREGON DEPARTMENT OF TRANSPORTATION REGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP PROFESSIONAL LAND SURVEYOR OR242: MCKENZIE PASS PAVEMENT PRESERVATION vfPARr �Z McKENZIE HIGHWAY LANE & DESCHUTES COUNTY OREGON 77r PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS OD1012 1 81789.60 205057.27 753+10.36 41.18' RT FOUND 3.5" BRASS DISK MARKED "Y360", IN STONE, NGS BENCHMARK 1012 1 82132.93 205396.61 737+42.73 ri 34. 8J' LT FOUND 2.5" BRASS CAP MARKED "S36, S31, S1, S6", CS#00462 MAY 10, 2011 ROBERT A. CHURCHILL 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 21 OF 43 CS 2135 7 - v C. R.)(31) (10000 00 .96,)(31) (R = 5 72 ,23,,)(31) 4 = 18 26 0')(31) ( = 93' Z) (� D (A5 — 2 108.3l)(1)(2) SW 1 /4 SECTION 31 T14S R9E WM SE 1 /4 SECTION 31 T14S R9E WM NW 1 /4 SECTION 6 T15S R9E WM I , I 2 6 S / SEC. EC. 3 SE1 4 1 / i ° 0100 �0')t3 31) 13 7" ,11 )( } �� c1 , 3 °12 �}c31 tR , 31 019 ) t2) � R,)t1 Ct •.13 )t 2) �32 311 1}t1 �t 66' nC.L. (3 1 ' 0'3 •OG I ( 0'00 (RIT 7,432.3g}(3) N oa �,� x ( _ 88.011(31) w o .�, •o 31 ° C.R.)(1)(21 .o (4 ^' QQ �h °48){1)(2) ti o- 122• ) -1 J �� °,�y el;Nib od vim, ►� � = w O zj o ,003,, CR (02°079'�(3 11)) 2,864. (R 1,14)(31) l03 (7- ==� 88.041)(3 ° C-L-)(1)i2) (2� °04')(1)(2) REGISTERED Q_3 , ( _ 76.7)(1)(Z) PROFESSIONAL I (T LAND SURVEYOR I DESCHUM COUW- V MMMOROREGON MAY 109 2011 117 A 1 bill2 �� a Y ROBERT A. CHURCHILL 77636 I EXPIRES: 12-31-2025 OgV. ° �D � ° G• °3� ,1111 l c/ rn �- u- O cn 6� y w to W W Ln CS 21351- NW 1 /4 SE 1 /4 SEC. 31 N i � NE 1 /4 SE 1 /4 SEC. 31 (07 00 00 toC. L)( (R= 8r8.57)(37) 3.04'20(3 l ) (A Y fT =9 3.787(3 7) I (7 0- C L.)(1)(2) n, Z (a 14-577(7)(2) 74.77(7)(2) I� CT 00 +�� W I 711N l ° 3 �04lQj "E)(3 T) 60 (N77 54E)(1)(Z) __-- o_ \ •`� � \\ \� o 145 Iv76 ° 14fi60 \\ 60 44,E (58900274E)(31) 6881 S E)(1)(2) •- McKEN2I E HWY.(OR242) 0 00 C )ZA37) • �� 69 J 4 04 j 1rn 00,11 0 31) Q+ -Q 10011 C.R. � °OQ 0)(3 (08 u- (R 36°16 6-)(31) y ' (� 234.6 2) w � 3 5 �){ 1)(2 {1� , 1 g4.8 Lon (T wLA j SW 1 /4 SE 1 /4 SEC. 31 -DMCHWWC0UWWRM0R O 2 6 S 787.949(37) + N, o (4 = 79 4390)(2 .ti`�' X°� o (T = 62 29(7)Q. (d ` 16(72 OC. R)(I)(2) `y co �� �� 006$ L} isssa �0 V5 2 Lk L oo 40 � �J ��� CL'4 l• 6$ Z6L� w '6'J��J ,� �,6�, lZl�l�al �'1-d•�Zx 00 SE 1 /4 SE l /4 SEC. 31 \\ ��o� ``'s_ .� d 9 �k` (6 (31) ,�148 , cp �- 7f SEE SHEET 24 OF 43 OREGON DEPARTMENT OF TRANSPORTATION LEGEND REGISTERED PROFESSIONAL HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP { > RECORD DATA PER REFERENCE LIST LAND SURVEYOR OR242: McKENZIE PASS PAVEMENT PRESERVATION SHOWN ON SHEET 4 otiP°R214f McKENZIE HIGHWAY � La - SET NETWORK CONTROL, LANE & DESCHUTES COUNTY SEE TABLES ON SHEETS 1 & 2 OREGON MAY 10, 2011 9USpaKtP�� RESOLVED RIGHT-OF-WAY ROBERT A. CHURCHILL 77636 ODOT REGION 4 TECH CENTER APRIL 8, 2024 EXPIRES: 12-31-2025 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 23 OF 43 w w CS 2 13 5 7 i `Z00 • 0� RECOVERED MONUMENT LIST SE 1 /4 SECTION 31 T14S R9E WM SW 1 /4 SECTION 32 T14S R9E WM NE 1 /4 SECTION 6 T15S R9E WM NW 1 /4 SECTION 5 T15S R9E WM t,S6'85ft`o I N lLZ £Lg Z bL 5'9 -or � r-- - O 411 x� J�i�'o g9os'2 2 {N6 DOq E �''� 6y6��8 {N6AV T)} ) 113 P (t3 � .)1), so L act, Z x 10. S 149{3 P,T 008 �- ($01 k 19' � CORNER ACCESSORIES M`��Nti�ENi BEARINGS TREES WERE FOUND AS FOLLOWS: (N27004'49V,, A 10" DIAMETER PONDEROSA PINE BEARS N460E, 5.5. 95.939(37) A 9" DIAMETER PONDEROSA PINE BEARS S8°E, 9.0'. A 12" DIAMETER PONDEROSA PINE BEARS S560W, 28.6'. 1011 RECORD BEARING TREES PER GENERAL LAND OFFICE FIELD NOTES (1966): OF Z SENT c� �FuL TO �F "A PINE, 6 INS. DIAM., BEARS N.46°E, 8 LKS. DIST., MKD. T14S R9E S32 BT." f A PINE, 5 INS. DIAM., BEARS S.8 E, 13-1/2 LKS. DIST., MKD. T15S R9E S5 BT.„ Q J� T14S R9E C- � ''A PINE, 5 INS. DIAM., BEARS 5.56OW, 43-1/2 LKS. DIST., MKD. T15S R9E S6 V p A PINE, 8 INS. DIAM., BEARS N.8 W, 45 LKS. DIST., MKD. T14S R9E S31 BT. S6 S5 T15S�. 'q0 1966 O,�gSTRAL 5,�� RECORD BEARING TREES PER COUNTY SURVEY 00461: �4ND �tAN�' "A 10" PONDEROSA PINE BEARS N.120W., 29.8 FT" "A 9" PONDEROSA PINE BEARS N.46-E., 5.5 FT" "A 9" PONDEROSA PINE BEARS S.560W., 28.6 FT" "A 7" PONDEROSA PINE BEARS S.80E., 9.0 FT" "A 48" STUMP BEARS BEARS S.90W, 33.0' PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 1011 1 82134.20 210503.15 802+09.97 95.92' RT FOUND 3" BRASS DISK MARKED AS SHOWN9 GENERAL LAND OFFICE NOTES OOD1016 CZ w w� v � w� 0 o LEGEND () RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 1 & 2 RESOLVED RIGHT-OF-WAY REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHI L 77636 EXPIRES: 12-31-2025 N 100 50 0 100 FEET L Li z O N V) U O �0 V J Q Q i-- z Q V J M LL O Ln N w Lu ul LLJ Lu Vl OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP OR242: McKENZIE PASS PAVEMENT PRESERVATION ,0BPAR.p McKENZIE HIGHWAY LANE & DESCHUTES COUNTY �SPOK ODOT REGION 4 TECH CENTER APRIL 8, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 If = 100' BEND, OR 97011 KEY NO. 22225 SHEET 24 OF 43 CS 2 1 3 5 7 - CS21357- CS 2 1 3 5 7 �$21351- N 100 50 0 100 FEET M qq- o co O -� N O Lu W vi p0� w kjc� Ul p LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 3 & 4 RESOLVED RIGHT-OF-WAY RECOVERED MONUMENT LIST SE 1 /4 SECTION 33 T14S R9E WM SW 1 /4 SECTION 34 T14S R9E WM NE 1 /4 SECTION 4 T15S R9E WM NW 1 /4 SECTION 3 T15S R9E WM CA, CORNER ACCESSORIESBEARINGS TREES WERE FOUND AS FOLLOWS: A 19 DIAMETER PONDEROSA PINE BEARS S87 E, 180.i . A 10" DIAMETER PONDEROSA PINE BEARS S50°W, 117.2. RECORD BEARING TREES PER COUNTY SURVEY 00036: "A 5" DBH PONDEROSA PINE BEARS S.870E., 180.1 FT. BLAZED AND SCRIBED 1/4 S. 34 B.T." "A 6" DBH PONDEROSA PINE BEARS S.50°W., 117.2 FT. BLAZED AND I SCRIBED 114 S. 33 B.T. " i N89 °23'47'�t ; 2650. 59' (N89141 '20"W, 2650.709(74) ko O v� 77"EI(31) (�N81 31 'E)(1)(Z) H� McKENZIF- CORNER ACCESSORIES BEARINGS TREES WERE FOUND AS FOLLOWS: A 20" DIAMETER PONDEROSA PINE BEARS S74'OE, 32.7'. A 22" DIAMETER PONDEROSA PINE BEARS S44°W, 31.0'. A 12" DIAMETER, 17" TALL STUMP WITH TAG BEARS N31-W, 11.9. TWO OTHER BEARING TREES, ONE WITH TAG, WERE FOUND ON THE GROUND RECORD BEARING TREES PER GENERAL LAND OFFICE FIELD NOTES (1966): "A PINE, 20 INS. DIAM., BEARS N.30°E, 78-1/2 LKS. DIST., MKD. T14S R9E S34 BT." "A PINE, 15 INS. DIAM., BEARS S.740E, 49-1/2 LKS. DIST., MKD. T15S R9E S3 BT." "A PINE, 20 INS. DIAM., BEARS S.440W, 47 LKS. DIST., MKD. T15S R9E S4 BT." "A PINE, 22 INS. DIAM., BEARS N.70-1/40W, 84 LKS. DIST., MKD. T14S R9E S31 BT." RECORD BEARING TREES PER COUNTY SURVEY 00036: "A 21" DBH PONDEROSA PINE BEARS N.68-W., 55.1 FT." "A 19" DBH PONDEROSA PINE BEARS S.46`W., 30.9 FT." "A 15" DBH PONDEROSA PINE BEARS S.70'DE., 33.1 FT." "A 19" DBH PONDEROSA PINE BEARS N.34-E., 52.2 FT." RECORD BEARING TREES PER COUNTY SURVEY 0OA61: "A 23" PONDEROSA PINE BEARS N.70-1/4-W., 84 LKS." "A 20" PONDEROSA PINE BEARS N.300E., 78-1/2 LKS." "A 16" PONDEROSA PINE BEARS S.72-E., 33.1 FT." "A 21" PONDEROSA PINE BEARS S.44°W., 47 LKS." "A 17" PONDEROSA PINE STUMP BEARS N31OW, 11.2' PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 1006 295123.80 156291.48 N/A N/A FOUND 3-1/4" BRASS CAP ON 2-1/2" PIPE, MARKED AS SHOWN, GENERAL LAND OFFICE NOTES 1014 297805.171 156324.60 N/A N/A FOUND 2-1/2" BRASS CAP ON 2-1/2" PIPE, MARKED AS SHOWN, CS#00036 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 109 2011 R BERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 1014 M d' LL a ^ O 6� o 1-0m :-. w w o w w NT OF T vL To IV- XS 2 T14S R9E S33 S34 `�• o S4 S3 f' �9 T15S Al p 1966 0�S TRAL �qAD MaN OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP OR242: McKENZIE PASS PAVEMENT PRESERVATION OTPARp McKENZIE HIGHWAY LANE & DESCHUTES COUNTY ODOT REGION 4 TECH CENTER APRIL 8, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 29 OF 43 c$ 21357- SW 1 /4 SECTION 34 T14S R9 NW 1 /4 SECTION 3 T15S R9E WM w o N M O ^� LL O �- kz dl O W Lu +^•. rn v) Lu LU IA LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 SET NETWORK CONTROL, A SEE TABLES ON SHEETS 3 & 4 RESOLVED RIGHT-OF-WAY REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 M lq- LL O � f'F M W O ui Ln w Lu _ cn CS 2 1 3' 5 7 M 1I o -. LL o *-- O o M LLJ w w LA SW 1 /4 SECTION 34 T14S R9E WM SE 1 /4 SECTION 34 T14S R9E WM CORNER ACCESSORIES BEARINGS TREES WERE FOUND AS FOLLOWS: ' A 28 DIAMETER PONDEROSA PINE WITH TAG BEARS S450E, 9.9'. A 18" DIAMETER PONDEROSA PINE BEARS N23'OW, 22.7'. RECORD BEARING TREES PER GENERAL LAND OFFICE FIELD NOTES (1966)e "A PINE, 12 INS. DIAM., BEARS N.230W., 34-1/2 LKS. DIST., MKD. 1/4 S34 BT." RECORD BEARING TREES PER COUNTY SURVEY 00460: "A PINE 12" DIA. BEARS N.23"W., 34-1/2 LKS. DIST." -A PINE 23" DIA. BEARS S.450E., 15 LKS. DIST." "A PINE 22"' DIA. BEARS S.30-1/20W., 28 LKS. DIST." tlj OF o J T14S 1005 v 1 /4 S34 0 S3 T15S HE 0 �,,� q1966 J��� TRAL �4� MAMA RECOVERED MONUMENT LIST LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEEP 4 O FOUND MONUMENT - SET NETWORK CONTROL, SEE TABLES ON SHEETS 3 & 4 RESOLVED RIGHT—OF—WAY PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 1005 1 295123.80 1 156291.48 1 N/A N/A I FOUND 3-1/4" BRASS CAP ON 2-1/2" DIA. PIPE, MARKED AS SHOWN, GENERAL LAND OFFICE NOTES REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 109 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2 02 5 u- o� O Zfl N M =� w O --� w O "'- 2 Lu Ln IRS 21357-- .. , 01)`) M Q --., qcT 0 O T M � ^� W------ W ILA W W Ul SE 1 /4 SECTION 34 T14S R9E WM SW 1 /4 SECTION 35 T14S R9E WM m? � -- u1 " N CORNER ACCESSORIES o BEARINGS TREES WERE FOUND AS FOLLOWS: A 22" DIAMETER PONDEROSA PINE WITH TAG BEARS N18-1/2°W. 81.5`. A 19" DIAMETER PONDEROSA PINE WITH TAG BEARS N340E, 75.2'. A 21" DIAMETER PONDEROSA PINE WITH TAG BEARS 573-1/20E. 76.8% RECORD BEARING TREES PER GENERAL LAND OFFICE FIELD NOTES (1966): "A PINE, 20 INS. DIAM.. BEARS N.28-1/20E. 103 LKS. DIST., MKD. T14S R9E S35 BT." "A PINE. 13 INS. DIAM., BEARS 5.64*E, 114 LKS. DIST., MKD. T15S R9E S2 BT." "A PINE. 13 INS. D1AM., BEARS 5.65-1/2'W, 105-1/2 LKS. DIST., MKD. T15S R9E S3 BT... "A PINE. 13 INS. D1AM.9 BEARS N.23"W, 117 LKS. DIST„ MKD. T14S R9E S34 BT." RECORD BEARING TREES PER COUNTY SURVEY 00460: "A 20" DIA. PONDEROSA PINE BEARS N.28-1/20E., 103 LKS DIST" "A 13" DIA. PONDEROSA PINE BEARS 5.640E., 114 LKS DIST" "A 13" DIA. PONDEROSA PINE BEARS S.65-1/201W.. 105-1/2 LKS DIST" "A 13" DBH PONDEROSA PINE BEARS N.230W., 117 LKS DIST" RECORD BEARING TREES PER COUNTY SURVEY 00036: "A 13" DBH PONDEROSA PINE BEARS S.700W.. 69.7 FT" "A 12" DBH PONDEROSA PINE BEARS N.210W., 76.4 FT" "A 19" DBH PONDEROSA PINE (DEAD AND DOWN) BEARS N.160E.. 19.3 FT" "A 15-1/2" DBH PONDEROSA PINE BEARS N.300E., 68.5 FT" ie "A 13" DBH PONDEROSA PINE BEARS 5.600E., 75.0 FT" 1004� RECOVERED MONUMENT LIST N 100 50 0 100 FEET PT. NO. NORTHING 1 EASTING 1 1 STATION OFFSET I DESCRIPTION & REFERENCE DOCUMENTS 1004 295070.20 161633.02 N/A N/A FOUND 3" BRASS CAP MARKED AS SHOWN, GENERAL LAND OFFICE NOTES RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 3 & 4 RESOLVED RIGHT-OF-WAY DESCHNiYSUHVEYO�BY6FD�3 R u- 0 rn � o°�rn Lu Lu �w tn O- 6s0,0r�J��� + J l 1 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP OR242: McKENZIE PASS PAVEMENT PRESERVATION McKENZIE HIGHWAY LANE & DESCHUTES COUNTY OR 1� E CS 2 13 5 7 - EXPIRES: 12-31-2025 ODOT REGION 4 TECH CENTER APRIL 8, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 32 OF 43 C$ 1 1 3 5 7 PC 21357g 1003 ,��ENT OF T �FUt To NE 1 /4 SECTION 2 T15S R9E WM NW 1 /4 SECTION 1 T15S R9E WM a J TIAS R9E G�� CORNER ACCESSORIES V S35 S36 �� BEARINGS TREES WERE FOUND AS FOLLOWS: RECORD BEARING TREES PER GENERAL LAND OFFICE FIELD NOTES (1966)e • o S2 S1 A 24" DIAMETER PONDEROSA PINE WITH TAG, FALLEN OVER, BEARS N9°E, 25.0'. "A PINE, 20 INS. DIAM., BEARS N.9"E., 41-1/2 LKS. DIST., MKD. T14S R9E S36 BT." rn G� T15S A 14"' DIAMETER PONDEROSA PINE BEARS S810E, 44.2'. "A PINE, 10 INS. DIAM., BEARS 5.80-3/40E., 67 LKS. DIST., MKD. T15S R9E Sl BT." ?3�Qq 1966 �A"<Y "A PINE, 7 INS. DIAM., BEARS 5.38-3/4-W., 185-1/2 LKS. DIST., MKD. T15S R9E S2 BT." p ,� SrRAL S� G� RECORD BEARING TREES PER GENERAL LAND OFFICE FIELD NOTES (1922)0 ,cr 44 MAMA 1 R K T K T14 R T RECORD BEARING TREES PER COUNTY SURVEY 00459e A PINE, 2 INS. DIAM., BEARS N.3 E., 33 LKS. DIST., MKD. S 9E S36 B "A PINE, 12 INS. DIAM., BEARS S.31°E., 30 LKS. DIST., MKD. T15S R9E S1 BT." '-A 20" PONDEROSA PINE BEARS N.780W., 28.61 FT" _ 01 "A PINE, 12 INS. DIAM., BEARS S.4°W., 53 LKS. DIST., MKD. T15S R9E S2 BT. "A 20" PONDEROSA PINE BEARS N.110E., 27.82 FT' - "A PINE, 18 INS. DIAM., BEARS N.21°W., 33 LKS. DIST., MKD. T14S R9E S35 BT." "A 10" PONDEROSA PINE BEARS S.810E., 44.21 FT" w r,�,0' �1 "A 7" PONDEROSA PINE BEARS S.410W., 122.56 FT" W Li L 00 �o I I ow I o I 68 p>, I M D p�,F I Ln A 170 0 a � <o o � OOD1020 I 100 50 0 100 FEET I o~ 0 I �• °F AC NOT `Qj�' c 4 Of�G I ELEVATION G� •4 R` G� FEET ,QLi 1926 OF PUBS-1�' I 41 cn ( 1 I Q01 0 t.0 M I W W V) I W W Ln LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 3 & 4 RESOLVED RIGHT—OF—WAY 1015 RECOVERED MONUMENT LIST PT. NO. NORTHING FASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 1003 295037.00 166967.61 N/A N/A FOUND 3" BRASS CAP MARKED AS SHOWN, ON STEEL PIPE, GENERAL LAND OFFICE NOTES 1015 292523.74 166972.35 N/A N/A FOUND 3" BRASS CAP MARKED "T15S R9E 1/4 S2 S1 1972", CS#00459 OD1020 1 294212.681 168080.83 1 1034+79.91 1 33.41' LTI FOUND 3" BRASS CAP MARKED AS SHOWN, NGS DATASHEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77536 EXPIRES: 12-31-2025 (;$ 2 1357- Me 2 1357- FEET RECOVERED MONUMENT LIST NE 1 /4 SECTION 1 T15S R9E WM SE 1 /4 SECTION 1 Tl 5S R9E WM NW 1 /4 SECTION 6 T15S R10E WM SW 1 /4 SECTION 6 T15S R10E WM RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 3 & 4 nrcnl iirn nli-u-r f%r uIwv CORNER ACCESSORIES BEARINGS TREES WERE FOUND AS FOLLOWS: A 18" DIAMETER PONDEROSA PINE WITH TAG BEARS S71'oW, 46.0'. A 8" DIAMETER PONDEROSA PINE WITH TAG BEARS N260W, 23.0'. A 14" DIAMETER PONDEROSA PINE WITH TAG BEARS N610E, 16.6'. A 8" DIAMETER PONDEROSA PINE WITH TAG BEARS S22-E, 15.5'. RECORD BEARING TREES PER COUNTY SURVEY 00500: "A 13" DBH PONDEROSA PINE, BEARS S.700W., 45.7 FT" "A 6" DBH PONDEROSA PINE, BEARS N.260W., 23.0 FT" "A 11" DBH PONDEROSA PINE, BEARS N.700E., 16.4 FT" "A 5.5" DBH PONDEROSA PINE, BEARS S.12-E., 15.4 FT" RECORD BEARING TREES PER COUNTY SURVEY 00459: "A 12" PONDEROSA PINE BEARS S.680W., 45.79 FT" "A G" PONDEROSA PINE BEARS N.31-W., 22.90 FT" "A 7" PONDEROSA PINE BEARS N.690E., 16.43 FT" "A 5" PONDEROSA PINE BEARS S.15-E., 15.14 FT" PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 1002 1 292501.70 172339.85 1080+69.75 41.05' LT FOUND 3" BRASS CAP MKD. "T15S R9E SC E1/4 S1 S6 1972", CS#00459 1016 289860.57 172326.38 N/A N/A FOUND 3" BRASS CAP MKD. "T15S R9E R10E S1 S6 S12 S7 1971", CS#00459 ma CORNER ACCESSORIES BEARINGS TREES WERE FOUND AS FOLLOWS: A 9" DIAMETER PONDEROSA PINE WITH TAG BEARS N1-W, 92.6'. A 7" DIAMETER PONDEROSA PINE WITH TAG BEARS S700E9 155.91. RECORD BEARING TREES PER COUNTY SURVEY 005000 "A 6" PONDEROSA PINE BLAZED AND SCRIBED 1/4 S1 BT, BEARS N.16W., 92.6 FT" "A 5" PONDEROSA PINE BLAZED AND SCRIBED 1/4 S6 BT, BEARS S.70'OE., 155.9 FT" RECORD BEARING TREES PER COUNTY SURVEY 00459: "A 18" PONDEROSA PINE BEARS N.35'0W., 10.57 FT" "A 12" PONDEROSA PINE BEARS N.48°E., 35.29 FT" .1 1002 00 Ill. n1 - - - - REGISTERED PROFESSIONAL LAND SURVEYOR �z OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 0 M d' LL 0 00 M Lu O' w Ln vi w CS 2 1357- �21357� �21351- I SEE SHEET 39 OF 43 pal l o0 loll y 1 �2 l2 o � � J J ti �L TO N89.30 `.35"W 2674. 76' (50 -7 7'32'W 2674.76)(7) SE 1/4 SECTION 6 T15S R1 OE WM SW 1/4 SECTION 5 T15S R1 OE WM -NE 1/4 SECTION 7 T15S R1 OE WM NW 1/4 SECTION 8 T15S R10E W CORNER ACCESSORIES BEARINGS TREES WERE FOUND AS FOLLOWS: A 18" DIAMETER PONDEROSA PINE BEARS N28°W, 116.5. A 15" DIAMETER JUNIPER BEARS S73'OW, 139.1'. A 14" DIAMETER JUNIPER BEARS N690E, 107.9'. A 14" DIAMETER JUNIPER BEARS S340E, 35.2. RECORD BEARING TREES PER O.C.C.R. 1466: "A 17" SCRIBED PONDEROSA PINE BEARS N.280W., 116.35 FT" "A 13 SCRIBED JUNIPER BEARS S.730W., 139.05 FT "A 12" SCRIBED JUNIPER BEARS N.69°E., 108.86 FT" "A 10" SCRIBED JUNIPER BEARS S.340E., 35.30 FT" RECORD BEARING TREES PER COUNTY SURVEY 00578 & O.C.C.R. 1288: „A 10,' DIAMETER PONDEROSA PINE BEARS N.28°W.; 116.5 FT" A 8„ DIAMETER JUNIPER BEARS S.73 W., 139..1 FT "A 8DIAMETER JUNIPER BEARS 9 107.9 „ � 'A 77" DIAMETER JUNIPER BEARS S.34'OE.9 35.2 j RECORD BEARING TREES PER COUNTY SURVEY 00500: "A 12" DBH PONDEROSA PINE BEARS N.280W., 116.5 FT" -9j ��`'' "A 10" DBH JUNIPER BEARS S.730W., 139.1 FT" Q ppp, >>>j`s "A 10" DBH JUNIPER BEARS N.690E., 107.9 FT" y--p, "A 8.5" DBH JUNIPER BEARS S.34'E., 35.2 FT" \>>p RECORD BEARING TREES PER COUNTY SURVEY 00506: 0 �.. A 24" JUNIPER, 18.2 FT SW A 5" JUNIPER 35.0 FT SE FOREST SERVICE SIGN NORTH 38.0' ` 178 V S6 S6 SS5 1!4 S7 S7 1 S8 �- 19so 1980 3 CORNER ACCESSORIES BEARINGS TREES/OBJECTS WERE FOUND AS FOLLOWS: T-POST, S57-W, 0.7' A 12"DIAMETER PONDEROSA PINE WITH TAG BEARS N860E, 106.5'. A 14" DIAMETER PONDEROSA PINE WITH TAG BEARS S14'0E, 95.3'. RECORD BEARING TREES PER COUNTY SURVEY 00500: "A 6" DBH PONDEROSA PINE, BLAZED AND SCRIBED 1/4 S6 B.T., BEARS N.86°E., 106.5 FT" "A 7" DBH PONDEROSA PINE, BLAZED AND SCRIBED 1/4 S7 B.T., BEARS S.14-E., 95.3 FT" RECOVERED MONUMENT LIST *4 4 w PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 1000 289815.18 177653.91 371+81.55 11.03' RT FOUND 3" BRASS CAP MARKED AS SHOWN, CS#00500, OCCR 1466 1001 289838.06 174979.85 N/A N/A FOUND 2-1/2" BRASS CAP MARKED AS SHOWN ON 2-1/2" PIPE, CS#00500 2052 1 289779.131 178177.55 1 377+03.83 34,86' RTJ FOUND 5/8" IRON ROD WITH YPC MKD. "HWA", CS#20341 589 052'13 T I I 100 50 0 100 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 M d' u- O w w Vl w w tn LEGEND () RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 0 FOUND MONUMENT SET NETWORK CONTROL, SEE TABLES ON SHEETS 3 & 4 RESOLVED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY OR PROPERTY LINE OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP OR242: McKENZIE PASS PAVEMENT PRESERVATION O°ErnR2, MCKENZIE HIGHWAY LANE & DESCHUTES COUNTY �SP0R T A ODOT REGION 4 TECH CENTER APRIL 8, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97011 KEY NO. 22225 SHEET 40 OF 43 7, PS 9 1 357 n, d- M N.- w O 2002111 I-- w uw t t 2 cn w LLJ cn CN :N M ZW{ i i RECOVERED MONUMENT LIST SW 1 /4 SECTION 5 T15S R10E WM SE 1 /4 SECTION 5 T15S R10E WM NW 1 /4 SECTION 8 T15S R10E WM NE 1 /4 SECTION 8 Tl 5S R10E WM (60) (16) PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 2000 289809.46 180278.26 398+04.47 0.00'-RT FOUND 2.511 BRASS CAP, ILLEGIBLE, IN MONUMENT BOX, OCCR 1217 2002 289812.21 178966.11 384+92.32 0.00' RT FOUND 2.5" BRASS CAP, ILLEGIBLE, IN MONUMENT BOX, OCCR 1239 2040 289840.58 179753.18 392+79.33 30.02' LT FOUND 5/81' IRON ROD WITH LOOSE YPC MKD. "CWEC", HEAVENLY ACRES, CS#07396 2045 290040.71 179693.51 N/A N/A FOUND 5/81' IRON ROD, NO CAP, HEAVENLY ACRES, CS#07396 2046 289839.41 180278.24 398+04.39 29.95' LT FOUND 5/8" IRON ROD WITH WPC MKD. "CWEC", HEAVENLY ACRES, CS#07396 2047 289840.68 179693.15 392+19.30 29.99' LT FOUND 5/8" IRON ROD WITH BROKEN WPC MKD. "CEWC", HEAVENLY ACRES, CS#07396 2051 289776.79 179279.31 388+05.59 34.76' RT FOUND 5/81' IRON ROD WITH YPC MKD. "HWA", CS#20341 i REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 10, 2011 ROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 fl O 0 o� m M d- u- O F- w w LA - N. w w O ul O `- M I RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 FOUND MONUMENT -- RESOLVED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY CS 2 1351- SE 1 /4 SECTION 5 T15S R1 OE WM NE 1 /4 SECTION 8 T15S R10E WM h• 3Ai P Q ��c. 23�� t3Ai 10 OFFSET TABLE MEASURED RECORD (D, 50.88' 150.851201 Q 73.48' t73.481241 d 50.51' (50.51120) 0 70.88' l70.881201 Q 51.21' t51.191201 Q 39.37' (39.37.120) SEE SHEET 43 OF 43 k76' S7 Ah� �23i 3000 (9 XSO- SZ Q oo (9 XSO �o m v 'd Sc'80+,cck) ,, p (g N 'v oho (ZZ)(OZ)(.7 d I t� SO+f kVf ,►5�l p J , t 3 p 2029 Dd 0k 80+ff k „GH„ 3002 O .S' •�•a1 rye LILSZ9I8N pS I 'Z6I `06Z N 20 2 - �' f �i) s h' 1 o tv o o N o '8 t +E£�) (SZ�� 1 d £� bz f ££t�� s, �r a '/ d f�6 S 6Z � c� to +.. N �.. cv ($Z)( ' M "�,"` S66"St (ZZ1lOZi(1 d 6 +�.£t,,,�N,. x� N 0 11 a� (ZZ)(DZ)(l d00 on 11 00 �' °' .l d DO "61 +££t� „OH„ 1d SS 6Z �, w �6 ��,�1 �•v'\ cs M M 11 O N�l'sue', 8.�'O�J��J a Nj NJ oe 2037 NJ �''� ti = N .`� rV W nn .1 _ 96� Jj� .3'J� �J + v ^ o o o Q �� �'� �� w ` ��.� `'goo ������3 w o `O S£t�„ aH 80E"059 `I S L '� _ flo ' ' 095 9f 6 `68Z N o M N ��;? �''��`1 -S� 6�� 6J� �� �-� � ono d (•' d ZZ'85 (SZ)("l d £6'SZ +SEP') Z M o 11 a� �, Q w �.� (SZ) +S£t') . • �9L'SL+S£f�) �i °a ! Z- m .� �� O !ZZ)(OZ)! d SD 85 •55+5 £�b (ZZ)(OZ)(/ d ;n cc 7'd 9L'SL+SFf� ,.OH„ u v fb i 0 o o ,� �, of .Q .,OH.. o �dso , a � M�� Q� 11 :N o 'E6+Sf 'HD':500°07;32'7�1/ 11 11 �1 N25'1713'E 57.25' � ��b `E O (SZ)(1 d Z9 P) 'd "�6fSf (SI °43'22' (20)(ZZ) `� `'' �- h � 11 (N26°53'0257.269(20) (ZZ)(0Z)(1 Sf� f� n, o �- 20 3 ° (SO 0721 'W)(28) ti d- M ld Sf� -t 0 Z: v ., OH„ 2 u. �'" 6S 203 p4 2027 3004 409f84. (30.00)(2) 025 2O 3003 T ° . - , 01 6 2038 MCKE ZIE HWY. (OR242 �' 89 SI S3 E, 1311.91 (131 J2) S9.86 Q , ,. S 9 2 28 E, 131 .93 w (N89°5516E, 1311.929(35) (20) 2001 88°16 37372.92)(20)(22)(2y w 2018 °„ 2015I ---ZZ- T8I- ---------------------------------------R=65.62'O59Lw 3 U.io O o 017 z9o969 z N o �, .� , 87�19'O8" C L. o o �Sz)(1 O d ZZ 90 +LEt� o -� �; o a = 64 °50'19" �. . N i S8 . M (ZZ) d,,z)(IL D d DSO 90+Z t,) 9 5z 30 E 4z. 47 T - 4 7. 67 k\ON3 90 90+Zc P.,OH., M Sta. 479+00 to P.T. NT OF °; �, 4 L1,� ("R 420. 629(28) ( �'�yyF UL T o �. Q�• �,� �I - 64 5019 j(ZO) s NEW SISTERS VIL L A GE (T - 41.679(20) "(i 0�'��' �' MA TH ERROR &207 �� ( co E 1/ 16 S5 0 �,� X'� �� �' S g ,� No � 2018 2009 oFgSr S�� � �A"RAI U W. HOOD AVENUE 2001 2020 I 021 RECOVERED MONUMENT LIST PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 2001 289806.36 181590.16 411+16.38 0.00' RT FD 3.5" ALUMINUM CAP IN MONUMENT BOX MKD. AS SHOWN, GENERAL LAND OFFICE NOTES 200J 289533.72 182871.28 N/A N/A FD 5/8" IRON ROD, NEW SISTERS VILLAGE SUB., CS#13239 2004 289544.84 182872.99 N/A N/A FD 5/8" IRON ROD W/YPC, BROKEN & ILLEGIBLE, NEW SISTERS VILLAGE SUB., CS#13239 2006 289545.20 182702.99 N/A N/A FD 5/8" IRON ROD W/YPC MKD. "FRED AST JR PLS 1938", CS#20190 2007 289595.21 182702.97 N/A N/A FD 1/2" IRON ROD, CS#00504 SHOWS 1/2" IRON PIPE 2008 289534.82 182356.10 N/A N/A FD PK NAIL IN YELLOW PLASTIC DISK MKD "FRED AST JR PLS 1938" CS#20190 2009 289535.96 181888.77 N/A N/A FD 5/8" IRON ROD W/YPC, ILLEGIBLE, NEW SISTERS VILLAGE SUB., CS#13239 2010 289455.87 181918.44 N/A N/A FD 5/8" IRON ROD W/YPC, ILLEGIBLE, NEW SISTERS VILLAGE SUB., CS#13239 2011 289455.41 182104.36 N/A N/A FD 5/8" IRON ROD W/YPC, ILLEGIBLE, NEW SISTERS VILLAGE SUBDIVISION, CS#13239 2015 289776.31 181589.99 411+16.27 30.06' RT FD 5/8" IRON ROD W/YPC MKD. "FRED AST JR PLS 1938", NEW SISTERS VILLAGE SUB., CS#13239 2016 289776.30 181609.26 411+35.54 30.02' RT FD 5/8" IRON ROD W/YPC MKD. "FRED AST JR PLS 1938", NEW SISTERS VILLAGE SUB., CS#13239 2017 289736.45 181609.16 411+35.53 69.88' RT FD 5/8" IRON ROD, NO CAP, NEW SISTERS VILLAGE SUB., CS#13239 2018 289776.31 181689.45 412+15.72 29.84' RT FD 5/8" IRON ROD W/YPC MKD. "FRED AST JR PLS 1938", NEW SISTERS VILLAGE SUB., CS#13239 2019 289776.16 181689.21 412+15.49 29.99' RT FD 5/8" IRON ROD W/OPC MKD. "LS 60068"g PARTITION PLAT 2007-29, CS#17314 2020 289486.55 181761.94 N/A N/A FD 5/8" IRON ROD W/OPC MKD. "LS 60068", WEST VIEW BUSINESS PARK, CS#17828 2021 289457.60 181858.43 N/A N/A FD 5/8" IRON ROD W/OPC MKD. "LS 60068", WEST VIEW BUSINESS PARK, CS#17828 2025 289877.28 181599.67 "HD"436+35.13 50.50' RT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS#16290 2026 289857.37 181576.55 'HD"436+55.09 73.58' RT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS#16290 2027 289857.27 181720.96 "HD"436+54.88 70.83' LT FD 5/8" IRON ROD, NO CAP, CS#16290 2028 290185.93 181672.34 "HD"433+29.65 15.81' LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS#16290 2029 290204.47 181671.27 "HD"433+08.38 45.98' LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS#16290 2036 289869.04 181590.23 "HD"436+43.39 59.93' RT FD 5/8" IRON ROD 2" ALUMINUM CAP MKD. "Pl Cl LS53270 200811", CS#17769 2037 290049.42 181590.20 "HD"434+57.67 49.02' RT FD 5/8" IRON ROD 2" ALUMINUM CAP MKD. "P1 C2 LS53270 2008", CS#17769 2038 289045.25 181786.72 413+12.85 39.32' LT FD 5/8" IRON ROD 2" ALUMINUM CAP MKD. "P1 C5 LS53270 2008", CS#17769 3000 290299.91 182142.28 "SH"9+76.27 66.00' RT FD 5/8" IRON ROD W/1.5" ALUM. CAP MKD. "OR HWY DIV LS1068", CS#00501 3002 290251.38 182029.45 "SH"9+76.27 66.00' LT FD 5/8" IRON ROD W/1.5" ALUM. CAP MKD. "OR HWY DIV LS1068", CS#00501 3003 289844.07 182416.22 419+42.35 39.52' LT FD 5/8" IRON ROD W/2" ALUM. CAP MKD. "P1 C25 LS53270 2008", PARTITION PLAT 2008-30 3004 T 289858.981 182440.25 1 419+66.34 1 54.48' LTJ FD 5/8" IRON ROD W/2" ALUM. CAP MKD. "P1 C26 LS53270 2008", PARTITION PLAT 2008-30 LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT FOUND GPS CONTROL, SEE TABLE ON SHEEP 4 El CALCULATED POINT RESOLVED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY OR PROPERTY LINE ------- EXISTING EASEMENT FREGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 109 2011 LROBERT A. CHURCHILL 77636 EXPIRES: 12-31-2025 o� o r LJJ �.. Z O a U � oo�oo - L.. ! O O Q �T M 2004 2003 gl CS 2 1357 SE 1 /4 SECTION 5 T15S Rl OE WM RECOVERED MONUMENT LIST PT. NO. NORTHING EASTING STATION OFFSET DESCRIPTION & REFERENCE DOCUMENTS 2022 290713.22 181736.87 "SH"15+39.99 65.98' LT FD 5/8" IRON ROD W/1.5" ALUM CAP MKD. "OR HWY DIV LS1068", CS#00501 2023 290640.40 181727.98 "HD"428+63.53 45.91' RT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS1,16290 2024 290342.43 181574.20 "HD"431+66.91 45.89' RT FD 5/8" IRON ROD, NO CAP, CS#16290 2028 290185.93 181672.34 "HD"433+29.65 45.81' LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS416290 2029 290204.47 181671.27 "HD"433+08.38 45.98' LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS#16290 2030 290345.85 181665.85 "HD"431+66.90 45.82' LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS416290 2031 290563.67 181778.41 "HD"428+63.47 45.91' LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS#16290 2032 290583.22 181832.11 "HD"428+07.84 "SH'13+79.43 59.03' 52.05' LT LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS#17250 2033 290578.35 181818.64 "HD"428+21.78 55.71' LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS#17250 2034 290673.76 181760.74 "HD"428+17.84 "SH"14+93.86 55.83' 66.05' RT LT FD 5/8" IRON ROD W/YPC MKD. "ODOT RW", CS417250 2035 290459.62 181590.36 "HD"430+64.00 45.89' RT FD 5/8" IRON ROD W/2" ALUMINUM CAP MKD" "P1 C3 LS53270 2008", CS417769 2037 290049.42 181590.20 "HD"434+57.67 49.02 ' RT FD 5/8" IRON ROD W/2"ALUMINUM CAP MKD. ""PI C2 LS53270 2008" , CS# 1 7769 2039 290336.57 181574.47 "HD"431+72.78 45.84' RT FD 5/8" IRON ROD W/YPC MKD. "HA MCCOY ENGR.", PARTITION PLAT 2024-1, CS421241 3000 290299.91 182142.28 "SH"9+76.27 66.00' RT FD 5/8" IRON ROD W/1"5" ALUM. CAP MKD. "OR HWY DIV LS1068", CS#00501 3001 290781.79 181849.57 "SH'15+40.10 65.95' RT FD 5/8" IRON ROD W/1.5" ALUM. CAP MKD. "OR HWY DIV LS1068", CS#00501 3002 290231"38 182029.45 "SH"9+76.27 66.00' LT FD 5/8" IRON ROD W/1.5" ALUM. CAP MKD. "OR HWY DIV LS1068", CS#00501 LEGEND O RECORD DATA PER REFERENCE LIST SHOWN ON SHEET 4 O FOUND MONUMENT RESOLVED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY OR PROPERTY LINE o ? t� 0 �.} x1p. ,435 36 961 x 92'A ,Z 1$o? ti• I G ti I b� t2 ,455 . AA � 00 2022 00 0 � h o 55.M 2034 N 'c' 600� .932023 (20)(36) o. 2032 o o o`x4, -ec o � 2031 ,__2033 ec 0 o sdo 2035 20 c'y�� �. � p,0 . Bic• 23}l ��,�} (36 )( ) _ N 6 0 p �$}t (76) 2030 --- t23} 2024 d SS 99+ 1 E PJ �1` ,g x$� ,0 vka $ 2039 CE (97)(1 " I6 99+1 £�) 5 �1` 9 Av ;�•$ 2�} (ZZ)(oz)(1 d 5 p t 1d 16 99+ t £PP „aH,. 3000 (9)( g4 2 o ti (9k $O g o o� (zz)(oz�l d go f ,�5�► o 2029 Dd 0P 90 ££P „o „ 3002 a> N �. LLL"SZ9�ISL 3 ti V °o � p fi51-Z61 06Z N �. 202 9z)(1 d £S'6Z+££f�) p N o N (SZ)(/'d ft6"81 +f Eta) { ZiCl d 6S"6Z+f E0 Z N M o (ZZ)(0Z)(I 'd 666 g 1 +££f�) (ZZ)(0 d SS.6Z+££t� .,QH,� l d Do 6 � a Nko . Imo,`'' 4 (45.93j a o v,, (20)(36) -� o -. oc M M II O N U REGISTERED PROFESSIONAL 'a 2037 �� ,� „ N - N �''' ,M LAND SURVEYOR ti w�(Wa 90,"OS9' 18L 3 8 +s£�) rn (SZ)(1 d N SO gs (ZZ)(0Z)(l d t9Z "SZ+S£t,) � 11 °0 M ;� '� W °D OREGON (ZZ)(OZ)(� d H.� I fS£f� ,� �H„ cs M i MAY 10, 2011 'd S0'SS+S£� ,�C1 / d 9L SL �{ M "I U L' ROBERT A. CHURCHILL "Hf�'S00°0T32'�1/ 77636 (8Z)(1 d Z9'f6+S£P) �a EXPIRES: 12-31-2025 SEE SHEET 42 OF 43 N 100 50 0 100 FEET DESCHUTES COUNTY SURVEYOR f7L,Ep0 4sr Z pv.Coll(-d � 21357-