HomeMy WebLinkAboutSurvey 21330SECTIONS 9, 16 AND 21, T. 14 S., R. 13 E., W.M. DESCH UTES COUNTY, OREGON SHEET INDEX Z SHEET 1: VICINITY MAP, BASIS OF BEARINGS AND NARRATIVE SHEET 2: MONUMENT TABLE SHEET 3: MONUMENT TABLE I SHEET 4: MONUMENT TABLE AND AS SHOWN HEREON I SHEET 121 1 I � SHEETS 5-15: AS SHOWN HEREON I TERREBONNE, OREGON I i I � I D SHEET 7 b SHEET 10 SHEET 4 I SHEET 5 SHEET 6 i m 11� N • ST REE II 1l SHEET 9 I 0 U.S. 97 (THE DALLES-CALIFORNIA HIGHWAY) E--- TO MADRAS ( — — —I— D I D D ------------------ ----- ---------1— — — -- T H EET — — MORNING GLORY 12TH. STREET I AlDRIVE 8TH. STREET 101 SET 5/8" I.R. W/RPC L — "ODOT CONTROL" 7TH. STREET C� MORNING GLORY N. 31 5920.04 DRIVE E. 281206.90 Sta. 1050+81.98 Off. LT 37.92' 0 II II SHEET 1 1 O SHEET 13 II I II I D I I II 9TH. STREET m m I I I) D BASIS OF BEARINGS: #101 #1 1 5: S01 5157T 7,51 1.36' SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO 1) RESOLVE THE PORTION OF U.S. 97 (THE DALLES-CALIFORNIA HIGHWAY) AS WELL AS THE SIDE STREETS SHOWN HEREON AND 2) IDENTIFY THE FOUND MONUMENTS THAT HAVE THE POTENTIAL OF BEING DESTROYED DURING THE UPCOMING CONSTRUCTION PROJECT AT THE INTERSECTION OF U.S. 97 AND LOWER BRIDGE WAY AND THROUGH THE COMMUNITY OF TERREBONNE. THIS SURVEY IS INTENDED TO MEET THE REQUIREMENTS OF O.R.S. 209.1 55. U.S. 97 (THE DALLES-CALIFORNIA HIGHWAY) RESOLUTION: STARTING AT THE SOUTH END OF THE PROJECT, THE BEGINNING TANGENT WAS RESOLVED BY HOLDING A 70.00-FOOT OFFSET WESTERLY FROM POINT 2189 AND A 75.00-FOOT OFFSET WESTERLY FROM POINT 2179 (SHEET 15); BOTH PER ODOT RW MAP 913-32-20 AND CS05047. THE NEXT TANGENT TO THE NORTH WAS RESOLVED BY HOLDING THE MIDPOINT BETWEEN POINTS 2172 AND 2161 (SHEET 13) AND BY HOLDING A 70.00-FOOT OFFSET WESTERLY FROM POINT 2142 (SHEET 9); BOTH PER CS17991. THESE TANGENTS WERE THEN EXTENDED TO CREATE THE P.I. AT STATION 1 1 10+16.69. THE NEXT P.I. TO THE NORTH WAS CREATED BY EXTENDING THE PREVIOUSLY DESCRIBED TANGENT NORTHERLY 403.79' PER CS17991 THUS CREATING THE P.I. AT STATION 1077+59.26. THE NEXT TANGENT TO THE NORTH WAS RESOLVED BY HOLDING A 58.01-FOOT OFFSET EASTERLY FROM POINT 2056 (SHEET 6) PER ODOT RW MAP 1 1 B-2-12 AND THEN CONNECTING THAT POINT TO THE PREVIOUSLY DESCRIBED P.I. AT STATION 1077+59.26. THE NEXT TANGENT TO THE NORTH WAS RESOLVED BY 1) HOLDING THE PRORATED CENTER LINE POSITION BETWEEN POINTS 2053 AND 2066 (SHEET 4) PER ODOT RW MAP 11 B-2-12 AND CS17991 AND 2) HOLDING A 65.00-FOOT OFFSET WESTERLY FROM POINT 2049 (SHEET 6). THESE LAST TWO DESCRIBED TANGENTS WERE THEN EXTENDED TO CREATE THE P.I. AT STATION 1056+98.08. THE CURVES WERE THEN INSCRIBED BY HOLDING RECORD CURVE DATA AS SHOWN HEREON. STATIONING WAS RESOLVED BY HOLDING STATION EQUATIONS AND ALIGNMENT ELEMENTS AS SHOWN HEREON. 1 1 TH STREET (OLD THE DALLES-CALIFORNIA HIGHWAY) AND LOWER BRIDGE WAY RESOLUTION: STARTING AT THE NORTHWESTERLY END OF THE PROJECT ON LOWER BRIDGE WAY, THE BEGINNING TANGENT WAS RESOLVED BY HOLDING A 30.00-FOOT OFFSET SOUTHWESTERLY FROM POINT 2084 AND A 40.00-FOOT OFFSET NORTHEASTERLY FROM POINT 2098 (SHEET 8); BOTH PER CS18167. THE NEXT TANGENT TO THE SOUTHEAST WAS CREATED BY HOLDING A 30.00-FOOT OFFSET WESTERLY OF POINTS 2023 AND 2025 (SHEET 7) PER CS07555. THESE TANGENTS WERE THEN EXTENDED TO CREATE THE P.I. AT STATION "1 1 TH 344+85.82". THE NEXT TANGENT TO THE SOUTH WAS RESOLVED BY HOLDING POINT 2016 AND BY HOLDING THE CALCULATED POINT ON THE EASTERLY RIGHT OF WAY LINE OF 1 1TH STREET IN THE AREA OF STATION "1 1TH" 138+24.42 (SHEET 9); SAID CALCULATED POINT BEING BASED ON HELD BEARINGS AND DISTANCES FROM POINT 2017 PER CS19408. THIS RESOLVED LINE WAS THEN OFFSET 30.00 FEET WESTERLY TO CREATE THE TANGENT. THESE LAST TWO DESCRIBED TANGENTS WERE THEN EXTENDED TO CREATE THE P.I. AT STATION "1 1 TH" 134+36.00. THE CURVES WERE THEN INSCRIBED BY HOLDING RECORD CURVE DATA AS SHOWN HEREON. STATIONING WAS RESOLVED BY HOLDING ALIGNMENT ELEMENTS AS SHOWN HEREON. REMAINING SIDE STREETS WERE RESOLVED BY HOLDING FOUND MONUMENTS AND RECORD DATA AS SHOWN HEREON. PRIOR ODOT RW MAPS SHOW ADDITIONAL RIGHT OF WAY BEING ACQUIRED AT SOME POINT ALONG 1 1TH STREET (OLD THE DALLES-CALIFORNIA HIGHWAY) IN THE AREAS OF LOTS 1-8, BLOCK 103 AND LOTS 14-16, BLOCK 104 PER THE PLAT OF HILLMAN. A DILIGENT SEARCH WAS PERFORMED FOR EVIDENCE AND DOCUMENTS PERTAINING TO THIS ADDITIONAL RIGHT OF WAY WITH NOTHING BEING FOUND. ADDITIONAL RESEARCH WAS CONDUCTED BY ODOT RECORDS IN SALEM WHICH ALSO TURNED UP NO RESULTS. PRIOR RESEARCH CONDUCTED BY THE FORMER DESCHUTES COUNTY SURVEYOR ALSO YIELDED THE SAME RESULTS. THE SAME LACK OF EVIDENCE IS ALSO NOTED IN THE NARRATIVE ON CS19408. THEREFORE IT WAS DETERMINED THAT THE STATE NEVER ACQUIRED SAID ADDITIONAL RIGHT OF WAY. UNLESS NOTED OTHERWISE, BEARINGS AND STATIONING SHOWN ON THIS SURVEY REPRESENT MEASURED DATA. BEARINGS AND COORDINATES ARE BASED UPON THE OREGON COORDINATE REFERENCE SYSTEM, BEND-REDMOND-PRINEVILLE ZONE, NAD83(201 1) EPOCH 2O10.00. �I SHEET 15 I SHEET 14 II 1151I IFORNIA HIGHIAY) IIIP U.S. 97 (THE I)ALLES-� TO REDMOND -- ----_j 115 SET 5/8" I.R. W/RPC "ODOT CONTROL" N. 308408.76 E. 281241.74 Sta. 1 1 18+ 17.5 2 Off. LT 52.78' -NOT TO SCALE - REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 10, 2010 TIMOTHYJOHN HUTCHISON 72563 RENEWS: 6-30-2025 CS 2 13 3 0 Point Alignment Northing Easting Station Offset Description 2001 111 l th" 31 1783.89 281344.08 146+38.14 RT 30.29' FD. 3/4" IP. CS07552 2002 "C" 31 1959.71 281507.68 21 +82.1 1 RT 29.08' FD. I" IR. SMOOTH NO RECORD 2003 11 1 l th" 31 1959.29 281405.16 144+62.50 LT 30.14' FD. 5/8" IR. CS07571 2003 "C" 31 1959.29 281405.16 20+79.59 RT 29.75' FD. 5/8" IR. CS07571 2004 11 1 1th" 31 1989.10 281375.14 144+32.80 RT 0.00' FD. 3/4" IP. CS07552 2004 "C" 31 1989.10 281375.14 20+49.50 RT 0.00' FD. 3/4" IP. CS07552 2005 "C" 31 1959.88 281 504.97 21 +79.39 RT 28.93' FD. 1 /2" IR. CS07571 2006 Ill th" 31 1859.00 281404.65 145+62.80 LT 30.00' FD. 1 /2" IR. CS07571 2007 Ili th" 31 1299.03 281403.34 1 51 +21.42 LT 31.72' FD. 1 /2" IP. CS07561,07560 2008 "A" 31 1039.08 281 504.64 7+38.28 RT 30.00' FD. 5/8" IR. YPC PLS 1632 CS07557 2009 US97 310639.86 281 167.21 1095+79.75 LT 59.87' FD. 5/8" IR. W/YPC "HWA" CS 13973 2010 1111 th" 310775.31 281227.58 156+67.62 LT 28.63' FD. 1 /2" IR. BROKEN YPC CS00310 2014 all 1th" 312888.1 5 281476.76 135+25.56 LT 30.05' FD. 5/8" IR. YPC HA MCCOY ENGR CS19408 2015 "E East" 312888.19 281606.84 28+97.32 RT 30.00' FD. 5/8" IR. YPC HA McCOY ENGR CS19408 2016 "1 1 th" 31281 1.90 281466.37 136+00.19 LT 30.00' FD. 5/8" IR. YPC HA McCOY ENGR CS19408 2017 11 th" 312613.62 281506.36 137+88.58 LT 103.66' FD. 5/8" IR. YPC HA MCCOY ENGR CS19408 2018 "1 1 th" 313152.23 281466.73 132+68.61 LT 30.28' FD. 5/8" IR. YPC HA MCCOY ENGR CS19409 2019 111 1 th" 313148.39 281467.17 132+72.35 LT 30.06' FD. 5/8" IR. YPC HA MCCOY ENGR CS19409 2021 Ill th" 313348.41 281432.16 130+69.41 LT 30.08' FD. 5/8" IR. YPC HA MCCOY ENGR CS19409 2022 1111 th" 313838.37 281346.23 349+92.67 LT 29.98' FD. 1 /2" IP. YPC POVEY ASSOC CS18577 2023 11 1 1 th" 313968.58 281323.45 348+61.85 LT 32.42' FD. 3/4" IP. YPC PLS 1652 CS07555 2024 "1 1 th" 313608.27 281386.58 128+05.58 LT 30.01' FD. 1 /2" IP. YPC POVEY ASSOC CS18577 2025 "11th" 314268.60 281270.89 345+76.37 LT 83.25' FD. 3/4" IP. CS0755S 2026 314328.66 281286.91 FD. 5/8" IR. YPC ODOT RW 1 1 B-2-12 2027 321097.71 281 133.75 FD. 5/8" IR. SMOOTH SHRW PT 999+14.32 2028 "SRW" 31 1 S56.46 282532.07 9+91.15 LT 41.47' FD. 3/4" IP. YPC POVEY ASSOC CS16831 2029 "SRW" 311556.65 282459.62 9+21.47 LT 34.42' FD. 3/4" IP. YPC POVEY ASSOC CS16860 2030 "SRW" 31 1558.30 282358.75 8+22.43 LT 32.14' FD. 5/8" IR. SMOOTH CS16858 2031 11SRW" 31 1559.09 282257.79 7+21.88 LT 32.36' FD. 3/4" IP. CS16858 2032 "SRW" 31 15S7.03 2821 53.97 6+18.06 LT 30.06' FD. 3/4" IP. YPC POVEY ASSOC CS16831 2033 "SRW" 311557.24 282154.86 6+18.95 LT 30.26' FD. 5/8" IR. SMOOTH, NO RECORD 2034 "SRW" 31 1557.57 281893.86 3+57.95 LT 29.97' FD. 3/4" IP. YPC POVEY ASSOC. CS16831 2035 "SRW" 31 1557.76 281788.84 2+52.93 LT 29.91' FD. 3/4" IP. YPC POVEY ASSOC. C517313 2037 "1 1 th Conn." 314560.62 281219.66 8+29.12 RT 34.98' FD. 5/8" IR. YPC ODOT RW 11 B-2-12 2038 US97 314567.02 281218.79 1064+35.08 LT 71.13' FD. 3/4" IP. W/ YPC "POVEY & ASSOC." CS 1 5860 2039 US97 314634.69 281214.84 1063+67.53 LT 65.39' FD. 5/8" IR. W/ YPC "LS 2527" CS 17127 2040 US97 314829.21 281219.90 1061 +72.94 LT 65.32' FD. 5/8" IR. W/ YPC "LS 2527" CS 17127 2041 US97 314910.56 281221.97 1060+89.97 LT 65.24' FD. 5/8" IR. SMOOTH 713-22-1 POST & PADDLE 2042 US97 314973.82 281223.67 1060+26.71 LT 65.28' FD. 5/8" IR. W/ YPC "LS 2527" CS 17127 2043 U597 3151 19.63 281227.24 1058+81.09 LT 65.26' FD. 5/8" IR. W/ YPC "LS 2527" CS 17127 2044 US97 315160.69 281228.05 1058+40.12 LT 65.18' FD. 3/4" IP. W/ YPC "POVEY & ASSOC." CS 1 5860 2045 US97 31 5266.24 281229.98 1057+34.86 LT 65.15' FD. 5/8" IR. YPC LS 2527 CS17127 2046 US97 315412.66 281231.83 1055+88.84 LT 65.06' FD. 5/8" IR. YPC LS 2527 CS17127 2047 US97 31 S44S.72 281232.12 l OS5+55.87 LT 65.0S' FD. 5/8" IR. SMOOTH 713-22-1 PSC 2048 US97 1315740.54 31 5558.10 281232.81 1054+43.73 LT 65.01' FD. 5/8" IR. YPC LS 2527 CS17127 2049 US97 315696.00 281233.29 1053+05.94 LT 65.00' FD. 5/8" IR. YPC LS 2527 CS17127 2050 US97 281233.42 1052+61.41 LT 64.99' FD. 5/8" IR. YPC LS 2527 CS17127 2051 US97 315888.78 281233.86 _ 1051 +13.16 LT 64.97' FD. 1 /2" IP. CS00263 Point Alignment Northing Easting Station Offset Description 2052 US97 317197.91 281237.85 1038+04.02 LT 64.94' FD. 1 /2" IP. YPC POVEY ASSOC CS00263 2053 US97 31771 1.05 281239.46 1032+90.89 LT 64.97' FD. 5/8" IR. POT 1032+93.19 65' 2056 US97 314913.65 281098.76 1060+91.73 RT 58.01' FD. 5/8" IR. W/POST & PADDLE CS17991 2057 US97 315080.53 281072.13 1059+23.80 RT 88.90' FD. 1 /2" IR. CS06484 2058 US97 315163.19 281 103.12 1058+40.23 RT 59.78' FD. 5/8" IR. SMOOTH PCS 713-22-1 2059 US97 31 S447.38 281017.19 1055+56.04 RT 149.89' FD. 5/8" IR. SMOOTH PSC 713-22-1 2060 US97 315696.30 281115.63 1053+06.00 RT 52.67' FD. 5/8" IR. SMOOTH PS 713-22-1 2061 US97 315888.82 281 139.40 1051 +13.41 RT 29.48' FD. 5/8" IR. OCRR 743, S1 /4 COR SEC 9 2062 US97 316487.13 281115.58 1045+15.18 RT 55.15' FD. 5/8" IR. YPC KERN LS1081 CS18223 2063 US97 316829.16 281116.49 1041 +73.15 RT 55.28' FD. 5/8" IR. YPC KERN LS1081 CS18223 2064 US97 317198.02 281117.81 1038+04.28 RT 55.10' FD. 5/8" IR. CS18223 2065 US97 317166.59 281 108.43 1038+35.74 RT 64.38' FD. 1 /2" IP. NO RECORD 2066 US97 317711.41 281119.51 1032+90.89 RT 54.98' FD. 5/8" IR. POT 713-22-1 2067 "SRW" 31 1467.45 282508.92 9+79.46 RT 49.77' FD. 5/8" IR. YPC WEST.SURV.LS1901 2068 "SRW" 31 1476.88 282281.55 7+45.84 RT 49.79' FD. 5/8" IR. YPC WEST.SURV.LS1901 2069 "SRW" 311477.10 282183.91 6+48.19 RT 49.8V FD. 5/8" IR. YPC WEST.SURV.LS1901 2070 "SRW" 31 1497.16 282183.87 6+48.1 1 RT 29.74' FD. 5/8" IR. YPC WEST.SURV.LS1901 2071 "SRW" 31 1497.63 281893.69 3+57.93 RT 29.97' FD. 5/8" IR. YPC WEST.SURV.LS1901 2072 "SRW" 31 1497.61 281914.70 3+78.94 RT 29.94' FD. 5/8" IR. YPC WEST.SURV.LS1901 2073 "SRW" 31 1558.10 281684.03 1 +48.12 LT 30.00' FD. 3/4" IP. YPC "POVEY & ASSOC." CS17074 2074 11 1 1 th" 314802.43 280431.10 335+98.49 RT 40.00' FD. 5/8" IR. YPC ODOT R/W CS18167 2075 11 1 1 th" 314772.36 280482.97 336+58.45 RT 39.99' FD. 5/8" IR. YPC ODOT R/W CS18167 2076 "NW 12th" 314657.05 280415.97 23+97.96 LT 30.02' FD. 5/8" IR. YPC ODOT R/W CS18167 2077 "NW 12th" 314687.12 280364.02 23+98.09 RT 30.01' FD. 5/8" IR. YPC ODOT R/W CS18167 2081 "MGD" 314566.12 280419.29 4+68.83 RT 29.98' FD. 5/8" IR. YPC DEA INC. CS14736 2084 11 1 1 th" 314862.94 280466.29 335+98.60 LT 30.00' FD. 5/8" IR. YPC ODOT R/W CS18167 2085 "NW 12th" 31489S.21 280485.76 21+57.01 RT 29.42' - FD. 5/8" IR. YPC ODOT R/W CS18167 2086 "1 1 th" 314807.74 280561.46 337+08.61 LT 29.98' FD. 5/8" IR. YPC ODOT R/W CS18167 2087 11 1 l th" 314663.21 280810.72 339+96.14 LT 30.67' FD. 1/2" IR. NO CAP CS06483 2088 "1 1 th" 314566.54 280955.18 341 +66.50 LT 31.44' FD. 1 /2" IR. NO CAP CS06483 2089 US97 314566.94 281067.92 1064+39.14 RT 79.69' FD. 5/8" IR. YPC ODOT R/W CS18167 2090 "1 1 th" 314566.81 280952.38 341 +64.18 LT 29.94' FD. 5/8" IR. YPC ODOT R/W CS18167 2091 "1 l th" 314520.55 280875.86 341 +30.25 RT 52.93' FD. 5/8" IR. YPC ODOT R/W CS18167 2092 "1 1 th" 314466.70 280954.17 342+29.95 RT 46.12' FD. S/8" IR. YPC ODOT R/W CS18167 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 10, 2010 TIMOTHYJOHN HUTCHISON 72563 RENEWS:6-30-2025 �$ 2 1330 CS 2 13 3 0 S 1/2 SECTION 9, T. 14 S., R. 13 E., W.M. DESCHUTES COUNTY, OREGON ti :4ti�� 0 2052 rn 2053 O u, rn (HELD) -, 70 un US97:THE DALLES-CALIFORNIA HIGHWAY N � E TO MADRAS ul ul SWI SE' SECTION 9 4 4 3 : (HELD) N S E4SW4 SECTION 9 O 2065 LEGEND O FOUND MONUMENT, AS NOTED IN MONUMENT TABLE CS# DESCHUTES COUNTY SURVEY NUMBER (M) MEASURED DATA (R1) RECORD DATA PER ODOT RIGHT OF WAY MAP 11 B-2-12 AND CS17991 (R2) RECORD DATA PER CS17991 (R10) RECORD DATA PER ODOT RW MAP 713-22-1 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 10, 2010 TIMOTHY JOHN HUTCHISON 72563 RENEWS:6-30-2025 O O DESCHUTES COUNTYSURVEYOR FlLED od z 8Yo - s 63 m m Ln �m (;$ 21330 CS 21330 CS 2 13 3 0 N 1 J 2 SECTION 16, T. 14 S., R. 13 E., W.M. DESCHUTES COUNTY, OREGON I I ' I I '- I I ' f ' I I , I I I I I I I I 00 I I I I 11TH. STREET (VACATED) 2�� I HELD FOR --- --- -- _-----------r--- --- -- DIRECTION ��_ - I I- r1, Lno I I G US97 RW LINE s • - �� �_ T I ,- I .- ��� I j ! HELD FOR I ,�� I 99 ( �, � 1 /16 LINE O �_ Q0 s S I 103 I ! I 1 o•.�N , SET 5/8" I.R. W/RPC f ( j �� -0 2026 -o ,r "ODOT CONTROL" N. 314567.19 p E. 281207.25 Sta. 1064+3 5.21 ` - - - Off. LT 5 9.5 9' r 6i i N 0059'34" E - 2038 2037 -- 2039 °1� 04 �� - 'j w J f �j'� 10 ° 12 2 c�,� ,' � 'V m 8,c8, h C'pnn,� °; 103 rVv ri ^� 1� O M 9� to P p T. o ' ml 111 -��'�5,�• NW4NE4 SECTION 16 , 30.00' M)(R4) z 1;) °a o0 �� Cn o o � C:)� �N :ZE� �� N oal cn of rl N� rrn MM �11j r- NI N� ------I-----I----� o rn I-----I-----I-----I-- rn --I--- N--- �1-- o fi--� Ln d- C UDN 123 I I I I I 102 ' SET 1-1 /8" COPPER PLUG ' I I I I I„ I I I ODOT CONTROL I , ! ! ! ! N. 313842.18 j I I E. 281341.67 i j I Sta. 349+88.13 1 'Off. LT 26.16' kA 11TH. STREET (VACATED) 2024 �-. "r-" 1+8730 POT 12TH. STREET 2201 (HELD) 30.00' (M)(R4) PARCEL 2 PARCEL 1 ,�,s 5 - -9 o N.' 313838.59 E.- 281375.74 2022 ,o 2023 M , M I I 123 two (HELD) �o 0 "'; moo: I I .., I ' I I 2025 - i 30' 30' ' I I I t I (H ELD) n O1 00r----'----I'----IN--- Ico t-N---IN -- { - ;� G) Ian ,d- �M �N ,,- ,O 0-`- 98 i N �- 7_5 (Vacated) rri :,Tj- �--------------- , -------------------- + N� 0 QO Q N- 3� /� 0• 42_y-6¢ '= W a, Ln -�N �o US97: THE DALLES-CALIFORNIA HIGHWAY S 2001'35" W (R3) E.-2 8� J -C, v _ c� •�, S 1030'41" w (�� '� `� SW' 'NE-1 SECTION 16 4 4 NE4NW4 SECTION 16' SE4NW4 SECTION 16,�' L"T 44+67.47 �";0_66 "G" 0+00 P.O.T. +8 5 P.O.T. "BAR" 0+00 P.O.T. :lj in,' ,j �. N.- 374323.31 ., "97" 1071 +65.23 0 0 ) � -, V -' «� i o E.' 281141.21 o N.- 3 73839. 00 w -� .., o N3 W K I�------,-------. ' ��°� �� E.' 281728.43 rn r-n wo - - _--�_ _ �_ _ `_ ! '- ! i O 2096 2 09 5 2093 -- 2089 + o I I 1 2097 2094 - - - - - - _ 106 (M)(R5) (M)(R5) I u , I EEC 111H• S1R w Dedicated per 2125 30.00' 30.00' - - - - - - Instr. No. 2009-28453/' ODOT 106 (HELD) o0 - m 2129 2130 2131 2079-77620 FOUND 5/8 I.R. W/YPC ;;u cv ,� 2079-77621 ODOT RW I , 0 << � N.313869.11 82 ' 00 *� 1 2079-77622 �• 'A ss%E. 281059.36 000 0 0� Sta. 1071 +36.95 5Of. RT 69.85 Q 0 v , IV 2088 2090 2092 �.�o (HELD FOR DIRECTION FROM CL) 2i_),-0 o. SEE SHEET 8 lj lX �9 .�0 - .0 L 21J�� JJ DIESCHUTESCOUNTYSURVEYOR FlLJWl%,lhZLz;Zz.q_Go 16d 1� 'rn 1�1- .-( I I !,NN ,-- ' D 2124 Cn No -�,rn ��N ,� RESOLVED PER THIS SURVEY------,-----N--{ ----N--- T� --- (.Nr". IIZNr`o 00 ID Ln M - °00 tag '00 BAR 2+80 P.O.T - I , A� .26 ?' 6 03 01b 0 0� N.- 373839.60 w• 2123 9�g �Q�t E" 280848.78 a 000 LEGEND � 29.96': 29.96' ' I ' 2121 59.92' (M) 2127 O FOUND MONUMENT, AS NOTED IN MONUMENT TABLE 2 (HELD) 60.00 (115) (HELD)I A NETWORK POINT, AS NOTED 50 25 0 50 FEET CS# DESCHUTES COUNTY SURVEY NUMBER (M) MEASURED DATA (111) RECORD DATA PER ODOT RIGHT OF WAY MAP 11 B-2-12 (R2) RECORD DATA PER CS1 7991 (113) RECORD DATA PER CS18167 (114) RECORD DATA PER CS07555 (R5) RECORD DATA PER CS18082 (116) RECORD DATA PER CS14736 I.R. IRON ROD RPC RED PLASTIC CAP YPC YELLOW PLASTIC CAP OREGON DEPARTMENT OF TRANSPORTATION REGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP PROFESSIONAL LAND SURVEYOR US97: LOWER BRIDGE WAY -NW 1 OTH STREET �orART (TERREBONNE SECTION) r,40*v o THE DALLES-CALIFORNIA HIGHWAY OREGON DESCHUTES COUNTY NOVEMBER 10, 2010 TIMOTHY JOHN HUTCHISON 72563 ODOT REGION 4 TECH CENTER DUNE 131 2024 RENEWS: 6-30-2025 63055 N. HIGHWAY 97, BUILDING M SCALE: 1" = 50' BEND, OR 97703 KEY NO. 21 162 SHEET 7 OF 15 �21330 12TH. STREET NOT RESOLVED PER THIS SURVEY E' 2 4 NW' SECTION 16, � � T. 14 S. R. 13 E. W.M. DESCHUTES COUNTY, OREGON SEE SHEET 7 2092 (HELD FOR DIRECTION FROM CL) lJ D O+J6.58 P.C. _ �- , 7D z ,� m s`rnl coN o co Q `p oW �N•b 0 03 rn 1 1 LA 51 ,,\MG p1 �448, l s _ .. V N.. 32g0778.76 � E• � o 10 5 O 1J SET 5 8 I.R. W RPC O V p 0 105 / / p ODOT CONTROL c , 210$ N.314457.35 E. 280732.06 Sta. 340+39.26 Off. RT 185.77' 0 L 1 1 J W `J 5 j tjam) ( R Q) 2110 o J v X,.� offP o� o a o� I a P � a•5� zlu' 3 6k 2 3 95 z I z 11�r1A 11.1? 104 N• 2g0 FOUND 5/8 I.R. W/YPC "ODOT RW" un I un 2085 2075 N. 314772.36 n n HELD) � E. 280482.97 � I � 104 Sta.336+58.45 — (HELD o>-0 Off. RT 39.99' (4f q 00, �. o 'gyp z z J(,�3J `' moo•. `QNiN I ¢o c I r�'Jri °°' �< 0 2 076 3� Ry O o � (HELD) 2074 �f� o to 2081� (HELD) F (HELD FOR 1 /16 LINE) L � i � I I 2077 �J?S (HELD) 50 25 0 50 FEET OREGON NOVEMBER 10, 2010 TIMOTHYJOHN HUTCHISON 72563 RENEWS:6-30-2025 DESCHUTES COUM- SMMOR Sy. LEGEND O FOUND MONUMENT, AS NOTED IN MONUMENT TABLE A NETWORK POINT, AS NOTED CS# DESCHUTES COUNTY SURVEY NUMBER (M) MEASURED DATA (R3) RECORD DATA PER CS18167 (116) RECORD DATA PER CS14736 I.R. IRON ROD RPC RED PLASTIC CAP YPC YELLOW PLASTIC CAP CS 3 3 0 - X 13TH. STREET NOT RESOLVED PER THIS SURVEY 2204 (HELD) I 1 I 1 1 1 00 0)I o I N 1 N 1 N _ N 1 __M_I__co _I___M_ Ln d- I M I N I ^ < 1 1 1 1 1 1 I I I !T1 30.00' 30.00' 1 i (M)(R7) (M)(R7) j V) 1 c I o U ----'---- - --- - - _ S n1 g°56'08" E 2141 111 N - ST REE ES " D A�� ODD T H �R 1 A HIGHW A� C p,LIF I I , 1 , (.0 c)Q N I N ( N I I m I M I M 1 , , m --^-,---r--r--�-� --M -I-- N- - T 1.0 �Ln (A 97 ' 1 - , Tm F-)F) N 213 7 0 v 0 Ln v C Xo �c N O N C SW4NE1 SECTION 16 v I SEaNWa SECTION 16 "F West" 20+00.00 P.O.T. o -"'1 1076+25.20 ti o N.• 373379.38 E., 28717 6.87 21360 2132 - - I 12133 ' ' 1 �o I r, ao ( ( o ( I N N, N r,4 1 N , M, M, M ----L--- 30.00' n I to Li, I d- I rn I N ^ (M)(R11) SECTION 16, T. 14 S., R. 13 E., W.M. DESCHUTES COUNTY, OREGON ' 1031 I , i.I 00! rn j oI N I M! 157`^I I CO Lin I N N' --- I----; --- -�--I----r---- +---I M 1 N I O 01 d0 , , i 1 c,j00 (HELD) 40 C.R. `^ �W ( M R = 1, 432.40' tR81 i , 2 017 I \� ( = 10°4o ! I I I ! I 2019 ' m 20141 1 ( 2016 i ! i 1 I j ! (HELD)i N IL.C. = 270.00' 2018 / 122 _ L ti (HELD), I i ! i j I j I 4° p p' p p"C,L • _� 1 ! f I 1 --- off: I I ! I my I R= 1,4.32.39' �� 9 4 18" t "C.R. -� zz6.ss. (M} (R7 ! I L.C. = SO°p } I 5 05 'W 2021 6000'00 122 R= 954.95" ►� s 905714R w 243 SET 5/8" I.R. w/RPC T� 19°53'23" �M1 .� ,� w 11TH. STREET 0 HELD .17 m "ODOT CONTROL" 06 w ti T REST o (HELD) m �- Ts = 167.43 �, n1 �. OLD .� cn N. 313030.57 ti CALIFT HE DALLES _ „11 th" 130+33.59. E. 281471.97 ORNIq HIG m N Sta.133+86.93 ° 0 (� HwgY ,� -I "F Eost" 19+99.98 P.O.T. ff 6 C R o - N.• 373378. 62 E.- 287396.33 i ti 1 ' I I �ti I �ti I 1 1 N N I N! N! M Q� i ti ' I � , 30.00' 2015 104 (M)iR7),1 (M)(R7) (HELD) SOO 0 ' 55 W N m 1 ! Ln '- ^ r- ' •- N N' N I - - - - - -- - I'- - - - - - - �- - - - -r rm �r I N N N I NN ' -- - - - - -- - - - `' - - - - TI 30.00' (, Ln, I M , N rn I 00 pl (M)(R7) , 1 , 1 + O .LT21.95 --__ IlLn Ts 169.8 ,q !! ! 2140 IT ! • V v Jzr i I I i 1 1 1 1 1 O 1 1 1 1 1 1 , •. , \l 1 V�,�� `-4 A`. ,w\' 1 • I V �Y V A, I I `(o A (V`'"o- o i I I j i I I I I I I I o� f I I 195 I I ��` �c(�� � J .o T i 96 I I I I I I I I I I I I I I I I .b .`� 1 I � `o i j i j i I 1 ,� �I I 1 I 1 I j I 1 I •y I 1 I I I I I I I ! I I oo d o ' I O OI I I , , , , , , 1 1 1 , j I ' I •� I - O- o N I N I N I N Ln � I I I I ^ ++ oo rn O I ( N I N �y 1 ti ,� 1 N 1 N 1 M , M I N I I , �. 1 M I , ao o O c I 0 O, N I N ' 1- I M I I �„ I I! oo ! a, I o N N 1 N I N 1 N 1 N N ' N N N 1 M I M I M i i i cn o i j I N C,�II I l I j I rn I 00 ! 1 ,r, M , - N-I-----r---- I y I > --I-- ^ I �- to --I-- Ln�Jrn � '--I I I I I I I I ! I 1 1 -,-- o-•t--- -T r- ^ -I-- �- 1 Ln r--M 00 m I I � p '� 107 i„ I I I SET 5/8 I.R. W/RPC I I I I I I ! I • I I I I I I ODOT CONTROL I N. 312797.36 I I E. 281144.73 I I I I I ° „ 0 14 59 C L . R _ 22943.80' L 0° 14'59"C.L . I - I ' _ j N I Sta. 1082+06.98 1 1 1 1 I I Off. LT 3 2.90' I I I I 2158 , I ' - - ' - - - ' - 2142 TA = 1 °23'32" R = 22949.25 „ To 1 23 31 00o (HELD) US97: THE o ^ DALLES-CALIFORNIA HIGHWAY Ts = 403.79' lM1 _ Ts 403.79' l R21 0 o o o ,�, o o . .-. o 2- 250.00' Spirals 2- 250.00' S irals v N4107N S - 0 18 44 ,� NW4SE4 SECTION 16 _ NE -SW1 SECTION 16 403.79' (M) (112) (HELD) West" 10+00.00 P.O.T. 00 � „E 97,1080+86.64 0 O o No N.- 312917.76 E.-287772.70 1 10 vo T- ---T- - T -r-- _, _-� _T - T ' - T - I ! 'v�,� ! ! I ! ! ! (68 5 D < 00 /� Ln1 (.0 N, N M , M , N I M 30.00' 1 1 -----------1- 1 - - - ----I-----r----1----t----r---- (M)(R1 1) (D 1 Ln 1 a.4. 1 , NiI-----I---- ' ` co 1 ^ , I , , , I � enI I I LEG EN D O FOUND MONUMENT, AS NOTED IN MONUMENT TABLE 1805 . (HELD) 7THSTREET A NETWORK POINT, AS NOTED 1805 FD. 1 /2" IP. C51 1828 NOT RESOLVED ❑ CALCULATED POINT, NOTHING FOUND OR SET N. 37 3381.50 PER THIS SURVEY CS# DESCHUTES COUNTY SURVEY NUMBER E. 280328.14 STA. 12+1 1.26, F AVE. (M) MEASURED DATA OFF. 0.00 (R2) RECORD DATA PER C517991 (R7) RECORD DATA PER CS7 9408 (R8) RECORD DATA PER ODOT RIGHT OF WAY MAP 26-18-15 (R9) RECORD DATA PER ODOT RIGHT OF WAY MAP 513-18-22 (RI 0) RECORD DATA PER ODOT RIGHT OF WAY MAP 76-22-01 DESCHUTES COUNTY SURVEYOR (RI 1) RECORD DATA PER CSt 8082 ,� �� ����7��'„�,� �v. A. � 5 � (Rl2) RECORD DATA PER CS07544 'Z �' � I.R. IRON ROD RPC RED PLASTIC CAP _� I 30.00- (M)(R12) m D m OLD � PER ODOT RW MAP 513-18-22 i i i j i I I I I I N orq N Ln cn N I I I I I L3.Q,ojQ-.rE West" 3+45.19 2147 (M)(R12)N.• 312977.79 (HELD) E.- 280457.28 510 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 10, 2010 TIMOTHYJOHN HUTCHISON 72563 RENEWS: 6-30-2025 108 (HELD)' I ! SET 5/8" I.R. W/RPC i I "ODOT CONTROL" I ' I N. 31261 1.82 j E.281051.37 j N ( Sta. 1083+92.71 00 , Off. RT 60.07' N `" I ---0 1---� -,---I-----4--- -� -r- ^ ! I 86 I I I , 35' LA m Ln m mu 0°30,00„C.R; R = 11,459.16 „ T p = 12006'00 M 2 - 400.00' SPIRALS °00'0 S = 1 0" 0°30'00„C.R, R = 11,459.16 T p = 12006'00" (R9) - 400.00' SPIRAL S 2 S = 1000/00" �$ 21330- S2 SECTION 16, T. 14 S., R. 13 E., W.M. O n ;� � Z� z I , >W <>M Np D� vz m I ' ��, m o D I I 1 Do , M I Mtn `"� ! I I r- '- I � Ln R _ 4° C.R.C•R• j , I 1,432.40' I J I = 10048' , ! L .C. = 270.0 ! I o 4100-'00"C.L . , , R = 1,432.39' j � = 9°44"18" <MJ i L .C. = S0005. 05"W , 243.17' O �zi- z NJ � W c) o moo tic) p y M 35.00' 35.00' - - (M) (M) m m coo XLA N � m m m m N M 8TH. STREET - 2145 (H ELD) 35.00` 1 (M)(R15) i 1 � 68 I N 1 M I2146 (HELD try 00 (10 O N N }........... 35.00' (M)(R15) N til I I I I I I I I 11 1 M rn I-- In 1 lD ' N ' 00 N N J-- N-I rn I o N, M, M, M --O , - --N 00 , N , lD , Ln - - - - N , 1 O -AI I I I I I I I - +I I I I I 120 Oho I I I I I ! ! SET 5/8" I.R. W/RPC I "ODOT CONTROL" I I I I I j ' N. 311966.86 I I I I ( I I E. 281399.55 I I I I I I Sta. 144+54.95 ' Off. LT 24.50' w �o 11TH. STREET "C" 20+49.50 "12th E" 9+19.8( W o N.- 37 7989.7 o E.- 287375. 7A 1 2 1 SET 1-1 /81. 20 COPPER PLUG ' „ ODOT CONTROL„ ' N. 312427.67 I E. 281351.63 I I I I 94 l I I I I I I Sta.139+95.66 1' Off. RT 27.02' t. 1 cc 1 rn I O I I N I M 1 't 1 In 1 l0 1 r- I cc I cn I O N N N N N N N N - N N M M cr ID M I N I I p l 1 ca I 1 1 1 1 M �Ln .� o No NWT4 SE"14 SECTION 16 _ - - - - - N E4SW1 SECTION 16 "CEN" 17+30.93 OLD PER ODOT RW MAP 58=18=22 ------ "C" 17+84.51 "97" 1085+52.83 �.. +. 97 1090 15.35 N.-372457. SS Ln N.- 37 7 989.72 E.- 281111.11 v E.- 287 7 70.75 109 ' Cl 1 O 1 , N M I d- Ln I CD , r. '00 N ' N !N' N IN IN a) N I O IM IM I M 109 SET 1-1/8" COPPER PLUG "ODOT CONTROL" N. 312414.23 E. 281060.81 Sta. 1085+90.28 Off. RT 50.221 (8J7 NMI LEGEND O FOUND MONUMENT, AS NOTED IN MONUMENT TABLE A NETWORK POINT, AS NOTED CS# DESCHUTES COUNTY SURVEY NUMBER (M) MEASURED DATA (R2) RECORD DATA PER CS 17991 (118) RECORD DATA PER ODOT RIGHT OF WAY MAP 213-18-15 (R9) RECORD DATA PER ODOT RIGHT OF WAY MAP 513-18-22 (R13) RECORD DATA PER C4z11828 � , 1 2002 ' rn I N I I N I N 1 1 t , 1 --!---- ----I----I I 2005CID '- ^ j i o f N I j j j j O I j i j j 30.00' 30.00' I p (M) (M) j O cD , �I Ln I I I I 1 2006 1 I I 2 03 j (H ELD) I I :mow 120 :moo S 0012'56" W 12004 HELD) "-'o �o �p .t, ri, 30.00' 30.00' (M)(R14) (M)(R14) O 30.00' (M)(R13) IC A, I I , 1 , 1 1 '`'w? oo �o�,o� I I I O 1 00 pN_ Ln d' M N ,- r 1110 I I j SET 1-1 /8" COPPER PLUG 1 ODOT CONTROL I N IN. 311951.22 , 1E. 281165.32 ! iSta. 1090+53.07 I ! Off. LT 5 5.2 5' 1 N I1 110 �ul v p �o N O_ M N O SEE SHEET 12 I I I I I I I 0 I N `^ ' 1 M It Ln (.0'� oo I I I cno I r N N, N, N, N, N I M ,M -L--- --- ' ---�1.0 j---L I-- i M iN t-- I I I I I I ! 10 1 I I "SRW" -1 +62.43 "11 th" 148+93.06 N.- 3 7 7 52 .85 E.- 287373.47 SW4S E4 SECTION 16 SElSW1 SECTION 16 I I � 117 I I 117 SET 1-1/8" COPPER PLUG "ODOT CONTROL N. 311567.24 E. 281343.93 Sta. 148+54.78 Off. RT 29.63' OI M I N M 1 , M I ' 1 ' 1 I 1 I 1 i 1 I I I 1 , 30.00' (M) _ S 0007'09" W �o . Cc) THE DALLES-CALIFORNIA HIGHWAY ............... 1 � I co I cn I O I I N M I d- I In I (D I r, I o0 cn i o I N 30.00, .- ' .- ' 1- ' N N N I N' N' N' N' N' N I N M' M (M)(R13) I I I I I I I I 1 -5 i 88 n m "C" 10f00 P.O.T. �...� .......,,...��.�.�...,.....,�., 2155 IV. •311-If 91.53 (R14) RECORD DATA PER C507552 (HELD) E.' 280325.65 (R15) RECORD DATA PER C512829 (R16) RECORD DATA PER CS12079 (1122) RECORD DATA PER ODOT RW MAP 913-32-20 DESCHUTES COUNTYSURVEYOR I.R. IRON ROD 'i � �j RPC RED PLASTIC CAP ��� 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR T OREGON NOVEMBER 10, 2010 TIMOTHYJOHN HUTCHISON 72563 RENEWS:6-30-2025 "SRW" 11 +81.51 P.O.T. ^17--i---�- - t.D 1 Vi 1 M N o �- I '- rl i 1 , I 1 n 1 , Ul 30.00' (M) 1 , 1 , , 1 1 1 W O D m ml �O 0 W �o 0 1 00 I (n o , I I , 1 m 1 m m 1 I I tDj Lnj L l v O 70 p - o "SRW"-4+26.50 "97" 1086+90.25 K ul Z.,p N" 3 7 7 529.4o E., 287 7 09. 79 v r2'18 111 SET 1-1 /8" COPPER PLUG "ODOT CONTROL" N. 31 1496.31 E. 281065.90 Sta. 1087+23.50 Off. RT 43.22' N.- 37 7 53 7.29 30.00' E 280354.33 (M)(R16) 2151 OREGON DEPARTMENT OF TRANSPORTATION HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP US97: LOWER BRIDGE WAY -NW 1 OTH STREET von°EP'R'� (TERREBONNE SECTION) ' o THE DALLES-CALIFORNIA HIGHWAY DESCHUTES COUNTY sl'ORT ALSO ODOT REGION 4 TECH CENTER ,JUNE 13„ 2024 63055 N. HIGHWAY 97, BUILDING M SCALE. 1 - 50 BEND, OR 97703 KEY NO. 21 162 SHEET 10 OF 15 �$21330 Q N, , N d' Ln t0 Co , cn I O I N N cri r ' rn M 116 1 J 0 I I I I I SET 1-1 /8" COPPER PLUG "ODOT CONTROL" N. 311097.05 I I I I I I I E. 281386.00 Sta. 153+16.30 I I I I I Off. LT 44.5 7' j 2007 ; S! SECTION 16, T. 14 S., R. 13 E. W.M. 2 N1 SECTION 21 T. 14 S., R. 13 E. W.M. 2 30.00' 2207 DESCHUTES COUNTY, OREGON (M)(R18) (HELD) 2008 2207 = S 89.49'38" E 128.53' 2008 (HELD) l OS 3 0.00' 3 0.00' (M)(R17) (M)(R17) (Vacated) 0 D 1 p6 ` 3k�6 oho ,► 1$5�1� �o I. 2 S. o_ (M)(R8) 4116 1,390.20' - P.I. TO P.I. (HELD) CD "11th" 153+56.28` �. o „A" 5+65.63 P.D.T. N j I N: 37 7 069.6 t I I I I I I E., 287332. 08 i I y l y 92 1 I ol i I 60o °- 000 Loll rnrn t9• T R� g3 , cn I © i Ts 2g059,00,, m i I o •2- I 499 -� LD I I CO I 60 R Q 00 L I Ln I d- � s g0 9' sr l I n I I I I I • � rnI rjI ,0 , 1L_-10—L—_ _—L—_ u, ..., o I -pp_- — !N l M1 S30011'56"W 10.85' xG' (R8) Quo � ,m rn S29029'W 00 10.9 • a � --� •� o 0 Q- z z 7 N 6000,0 ST�F a ` 3 �? 93, Fr rs ; °0 S2"00, 26 0 2010 $ 3.63 " (� ) co 00 14 60 S 304D 2 ti � •C, ; 263 6' �RB� .0 2009 11, •1j emu, C) `.o .moo o <0 00 r. o SW'4SE'4 SECTION 16 'y ;zoo o ry _ _ _ , T v S E'SW- SECTION 1 b - - - - - N - v Q Q N Q 89 (Vacated) 2149 4 4 ul 7 : THE DALLE - ALI F RN IA HIGHWAYUS9 S C 0 NO 700 112 2150 90 SET 1-1 /8" COPPER PLUG "ODOT CONTROL" - - - N. 310832.89 {Vacated) E. 281151.64 S 1093 86 74 ?`z* Pr ' 00 �, � o w y ti CZ � �� Co + 00 tip y� �N o+ <0 y ' V) 2161 2160 (H ELD) L,I, Po NW4NE4 SECTION 21 O UD o -n 00o � _ L„ 21 .� ry -< `" �° � m "' N E'4 NW'4 SECTION to 2 S 0007'09" W o m : Ln a) rm --I:tDo 0 o .� Q O w •00 C N C • v to _ -02173 - - -4 2172 (HELD) ta. + LEGEND off. LT 43.90' !i 2174 ti - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --0 O FOUND MONUMENT, AS NOTED IN MONUMENT TABLE 0 J. A NETWORK POINT, AS NOTEDCb ti ❑ CALCULATED POINT, NOTHING FOUND OR SET CS# DESCHUTES COUNTY SURVEY NUMBER SCHUSS COUNTY SURVEYOIRR (M) MEASURED DATAint L w- 7 /-4 B You 4 9L. 04. as. (R2) RECORD DATA PER CS17991 (118) RECORD DATA PER ODOT RIGHT OF WAY MAP 213-18-15 50 25 0 50 FEET (Rl 0) RECORD DATA PER ODOT RIGHT OF WAY MAP 713-22-01 OREGON DEPARTMENT OF TRANSPORT (R13) RECORD DATA PER cs11 828 (RI 4) RECORD DATA PER CS07552 REGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEME� PROFESSIONAL (R1 5) RECORD DATA PER CS12829 LAND SURVEYOR US97: LOWER BRIDGE WAY -NW 1 OTH STREET °�RART (TERREBONNE SECTION) (R16) RECORD DATA PER C512079 ��� �� J THE DALLES-CALIFORNIA HIGHWAY (R17) RECORD DATA PER CS07557 (R18) RECORD DATA PER CS19819 OREGON -� � DESCHUTES COUNTY NOVEMBER 10, 2010 P�M8PORTN (R19) RECORD DATA PER CS00308 TIMOTHY JOHN HUTCHISON 72563 ODOT REGION 4 TECH CENTER JUT` (R22) RECORD DATA PER ODOT RW MAP 913-32-20 RENEWS: 6-30-2025 63055 N. HIGHWAY 97, BUILDING M SCA (R25) RECORD DATA PER CS05047 BYJ. KERN, RECORDED OCTOBER 31, 1991 BEND, OR 97703 KEY NO. 21 162 SHEE N 0 (;$21330 CS 2 133 0 - N! SECTION 21 T. 14 S . , R. 13 E.) W.M. DESCHUTES COUNTY, OREGON oo19,58„ C.L. R = 17,221.81 " M1 T t� Z ^ 6007,55„ Ts = 1122.441Is 2 _ 400.001 Spiro S + 0039,55„ 0°20, Cl — „ T t. � 6008 03 (R2( Ts = 1121.02 2 - 400.00' Spi rois S = 0040" HIGHWAY US97-- THE D o� 5-ao 0 w ti c� c.n 115 115 SET 5/8" I.R. W/RPC "ODOT CONTROL" N. 308408.76 E. 281241.74 Sta. 11 18+ 17.5 2 Off. LT 52.78'ton �-- - O No m o - m m m U, m SW4NE'-4 SECTION 21 � �? _ __-- - SE4NW4 SECTION 21 m _ _ 21810 50 b w 0 114- IV O - _ ��--'---- 114 SET 5/8" I.R. W/RPC "ODOT CONTROL' N. 309036.43 E. 281 107.14 Sta. 1 11 1 +80.75 Off. RT 31.58' 0 ,TTV v7 U • LEGEND O FOUND MONUMENT, AS NOTED IN MONUMENT TABLE A NETWORK POINT, AS NOTED (R20) RECORD DATA PER ODOT RIGHT OF WAY MAP 11 B-2-12 (R21) RECORD DATA PER CS16560 BY T. CHAPMAN, RECORDED AUGUST 30, 2005 I.R. IRON ROD RPC RED PLASTIC CAP 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 10, 2010 TIMOTHYJOHN HUTCHISON 72563 RENEWS:6-30-2025 N w 0 C$21330- !2 SW4NE4 SECTION 21 I— o SE4NW4 SECTION 21 N 216s �o N Q 2182 O m K i D m I SECTION 21, T. 14 S., R. 13 E., W.M. DESCHUTES COUNTY, OREGON I 189 GELD) REDMOND - O 2193 ..., + 7000 O N O ui O r- N N � v1 0 NW4SE4 SECTION 21 ' 2191 N E4SW4 SECTION 21 - - ---- ------ ------ 192 LEGEND I VUIY✓ IvIIJIYU1vIL1Y I, M-3 IYV 1 LL✓ IIY IvIV1YUIvIL1Y I I/1ULL (1120) RECORD DATA PER ODOT RIGHT OF WAY MAP 1 1 B-2-12 (R21) RECORD DATA PER CS16560 BY T. CHAPMAN, RECORDED AUGUST 30, 2005 (1122) RECORD DATA PER ODOT RW MAP 913-32-20 (1125) RECORD DATA PER CS05047 BY J. KERN, RECORDED OCTOBER 31, 1991 50 25 0 50 FEET REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 10, 2010 TIMOTHY JOHN HUTCHISON 72563 RENEWS:6-30-2025 DESCHMB Oum- SURVEYOR FlLEO �7 7°2 BY: Co liigs C$21330-