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Home My WebLink AboutSurvey 21600SE 1 /4 AND NE 1 /4 SECTION 33 T14S Rl 3E W.M. �4I 974Pf3S8S79 Nz9zzS0 -�8'1185-. --' t I 0 I t � � t NJ 0 r 0 I t V i � r Q t IQ r I z 1226 t i i • r �------- - DETAIL NOT _ �. 3 3 34 tii� TO SCALE ��^ „ US•975., J--------------- -------- N. z96 2Of DQ 0 osz 0 P. -------- I32.54' , 0 R -•--- E. z81,813-229 iryti i _�`� N84°32'53"W''•- 1228 _ '1036 1037 29.91' (30')5 s "Y S, 1037 S89"39'25"W <'�. i FD 1 4 3 1227 i ; NOT L N. 29, 30' 30' ; E.28:. 1228 i i FD NA JUNIPI N. 29, T. 14S., R. 13 E. Lu E. 28- I I T. 1 5 S., R. 13 E. ' EDECOUNTYHUTES COUNTY SURVEYOR FlI.ED Rove im ce ll� its NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO RECORD THE POSITIONS OF FOUND MONUMENTS, t CONTROL, AND RESOLVED CENTER LINES WITHIN THE PROJECT LIMITS OF THE US97 AND O'NEIL HWY. SAFETY IMPROVEMENTS PROJECT IN ACCORDANCE WITH ORS 209.15 S. !� Z DURING THE COURSE OF THIS SURVEY, PLSS MONUMENTS WERE RECOVERED ALONG THE ti ti t CENTER LINE OF CANAL BLVD. AND ADDITIONAL REFERENCE POINTS SET AND SHOWN HEREON. y t THE SECTION OF THE O'NEIL HWY. WEST OF THE EAST LINE OF SECTION 33 AND PERSHALL WAY HOLDS THE EAST QUARTER CORNER OF SECTION 33 AND 10S5. THE FOUND IRON PIPE t�, t IS ASSUMED TO BE ON THE SOUTH RIGHT WAY OF PERSHALL 30' SOUTH OF CENTER LINE. rr THE PIPE WAS VERIFIED BY COLLATERAL EVIDENCE PER CS 00431 AND IS SHOWN ON ODOT DRG. 1 1 B-2-12. 1221 j FD 3 1 /4" ALUMINUM DISK C r US97 HOLDS 1051 AND 1053 FOR OFFSET. BOTH MONUMENTS WERE SET PER CS 10974, ILLEGIBLE OCRR 0002 A MONUMENTATION SURVEY COMMISSIONED BY OREGON DEPT. OF TRANSPORTATION. N. 297,457.52 i STATIONING HOLDS 1050 PER 11 B-2-12. E. 283,753.62 ' r COORDINATES SHOWN AND THE BASIS OF BEARINGS IS OREGON COORDINATE REFERENCE O'NEIL HWY. OR 370 1221 i SYSTEM (OCRS) BEND-REDMOND-PRINEVILLE ZONE NAD. 83 (2011) EPOCH 2O10. ALL PRINEVILLE 3 3' 34; MONUMENTS WERE MEASURED USING RTK DOUBLE TIE METHODS OR BY TERRESTRIAL t MEASUREMENT FROM LEICA TOTAL STATION ON CONTROL SHOWN HEREON. � r i ALL PUBLIC LAND SURVEY SYSTEM (PLSS) LINES AND LOT LINES ARE PROTRACTED UNLESS t SHOWN OTHERWISE. r t r REFERENCES � t 1 r 1 t r (1) CS 10974 BY LYNN BRUNO LS 2335, FILED APRIL 1992 1 t j (5) CS 20615 BY MATTHEW BANTON LS 96574, FILED SEPTEMBER 2021 ! i OCRR 0019 li to i OCRR 0002 zIo t ODOT LOCATED LINE DRG. 11 B-2-12, FEBRUARY 2010 SHEET 2 Ito to m, LEGEND LLr= j ABBREVIATIONS �;o ' o FOUND MONUMENT AS NOTED HWY. HIGHWAY DRG. DRAWING Cal ;j • SET MONUMENT AS NOTED COUNTY SURVEY ' r SET NETWORK POINT AS NOTED cs r DEPT. DEPARTMENT t { } INDICATES RECORD DATA OCRR OREGON CORNER RESTORATION RECORD i i t FD. FOUND i P.O.B. POINT OF BEGINNING i J SHEET INDEX P.O.E. POINT OF END m N P.I. POINT OF INTERSECTION J SHEET 1 BASIS OF BEARING AND VICINITY W/ WITH i ' Q SHEET 2 MONUMENT TIES AND CENTER LINE YPC YELLOW PLASTIC CAP z RESOLUTION OPC ORANGE PLASTIC CAP � r Q ti VICINITY NOT t TO SCALE ----- ------------------ t r, t i 1226 t SET 5/8"X30" IRON ROD W/ OPC "ODOT REFERENCE" N. 294 886.92 1036 _ t i E. 283,766.46 PIPE W/ YPC FOUND 5/8" IRON ROD 1227 REGISTERED OREGON DEPARTMENT OF TRANSPORTATION LE CS 20615 NO CAP SET 5,/8"X3o° IRON ROD w/ PROFESSIONAL HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP 7.18 N. 294,837.35 , OPC ODOT REFERENCE LAND SURVEYOR .57 E. 283,745.48 �� N. 294,81 S-50 US97 AT O'NEIL JUNCTION „ OCRR 0019 �� E. 283,773.38 � �o�9Fpak��, .THE DALLES CALIFORNIA HIGHWAY N LY FACE 7 SEE DETAIL ,� :RR 0019 1226 �° DESCHUTES COUNTY OREGON,� H8\ 34k ).45 DECEMBER 1 1, 2012 .08 TIMOTHYJON WEAVER Sr R1036 862973 01227 RENEWAL DATE: 6/30/26 ODOT REGION 4 TECH CENTER AUGUST, 2025 63055 N. HWY. 97 BLDG. M NOT TO SCALE BEND, OR 97703 KEY NO.22777 SHEET 1 OF 2 t CS Z1soo- 1014 FD NAIL 1N PAVEMENT CS 00418 N. 298,112.65 E. 283,757.51 1014 SE 1 /4 AND NE 1 /4 SECTION 33 T14S R13E W.M. 1013 SEE DETAIL ' `► 1224 FD 3 J4" SMOOTH IR W/ NO 102 i 1t 1222 o A A1- CAP. PER CS 00432. ` r„ N. 297,734.07 0 1221 rn E. 283,728.83 7+43.05 P 0•E _ HELD M IL o DESCHUTES COUNTY SURVEYOR FlLED OT° � BY• � „uN IV. 2 97,460.421 fn 1223 l 1013 E 284.089 1225 102 , 732 1224 30• 30' FD 112" SQUARE IRON ROD ��11,2104 a '(S` SET 5/8 X30 IRON ROD W/ ..r CANAL 1225 W/RPC ODOT CONTROL [� ' BLVD- SET 5 /8"X30" IRON ROD W/ N. 297,478.16 OPC "ODOT REFERENCE" 102 [,� 1034 OPC "ODOT REFERENCE" E. 283,777.66 N. 297,417.09 12220 ��• N.297,487.0$ E.283,776.45 �,\S �\ , ��9 1224 1033 1033 E. 283,711.65 1221 a- �J, 1047 FD 5/8" IR W/ YPC - 1045 "ONIEL" 7+01.10 29.59' LT FD 3 1 /4".ALUMINUM DISK ILLEGIBLE OCRR 002 1 �; � � �� M : �� o CANAL 15LVD. � %'��j l 1033 l FD 5/8" IR W/ YPC �� FD 5/8 IR W/ NO CAP. 1223 6CC �'° "LS ILLEGIBLE. PER CS 05047. BENT & SHOT AT POINT OF 1041 N. 297457.52 SET 5 8"X30" IRON ROD W / / ,�, . �2� 2527". PER CS 12517 N. 298,214.96 E. 283,191.4 3 ROTATION. PER CS 17392. FD 1 " OD I.P. CS 17392 E. 283 753.62 �� , ONEIL 7+43.05 OPC "ODOT RP" 1221� '��.�, l E.2 96�, 7.29 83, 9.59 „ „N. US97N 1223+10.96 297,778.62 E. 283,126.42 N. 2971487.01 E. 283,352.44 0.00' RT N. 297,372.45 , �� ` 73.62' LT 1046 "US97S" 137+52.55 69.9T RT "ONEIL" 3+41.89 s 29.74' LT 'IQ1222 �n - E. 283,724.77 ,� .� ONEIL 7+14.15 85.05' RT ��__`` / % �%�� M 09 S�8 ,� �i �� O `3 S% ►.'�, 1034 ` FD I" IRON PIPE ,� FD 5/8 IR W/ NO CAP. v FD NGS BENCH MARK IN MON "H752 ,� �% - j/j/ '� `` Oz ��, ` PER CS 19950 BENT & SHOT AT POINT OF 1044 FD 5/8" IR W/ NO CAP. 1049 ,� �� FD 5/8 IR W/RPC APES to -� -"' BOX 1988" N. 297,507.66 o 1223 �m N. 296,147.50 E. 283,749.67 ROTATION. PER CS 05047. N. 298,073.15 BENT &SHOT AT POINT OF PER CS 17392 --� E. 283 777.87 �� , W r 1 1204 1 E. 283,167.84 "US97S" ROTATION. PER CS 05047. N. 297,627.53 N. 297,486.95 E. 283,350.05 � 1225 V= � DETAIL NOT FD 1 /2" ID PIPE PER CS O4954 140+49.98 E. 283,105.44 "ONEIL" 3+39.50 1041 w � �-----Z TO SCALE 1 70.00 RT "US975" 136+00.01 29.68' LT w 109 -.� l N. 296,147.49 E. 2 83, 779. 5 5 70.2 2' RT 1042 1049 � _ O FD 1 /2" SQUARE IRON ROD 1043 FD HUB & TACK V 70 W/RPC "ODOT CONTROL" FD 5 /8" IR W/ RPC (5 /8„ IR W/ RPC N. 297,411.88 "APES". PER CS 17392. "APES" CS 17392) !u E. 283 074.48 � - N. 297,527.15 N. 297,486.68 O0 Q O "US97S" 133+96.56 E. 283 l 01.1 Z E. 283,136.49 N 137.23' RT "US97S" 135+00.01 "US97S 134+64.85 1050 HELD FOR STATIONING N 79 91' RT 120.57 RT rn FD 5 8" IR W YPC "iN&H d- 1047 1046 - ---a - - - -- 0--- - - - - - - - qT v Bo Q - M . N N07-59'59T (N08-317 6'EJ 1 N0T59'59'E (N08'31 '16'T) o (508037'12799 4 � � - - - - - - - - - - - - - - - - - - - - o - o c aa',• 1053 1052 1051 1200 1201 1202 M o HELD HELD 1201 ` _ _ 1054 '- 1051 HELD 1200 FD 1" OD PIPE W/YPC - - - - - - - - - - - - _R ,. �� POVEY & ASSOC .PER � m 1219 FD 5 /8 IR W/ YPC 'W&H FD 5 /8 IR W/ YPC - - 4i d' /C 0+ 96.0 �• P.O.S. ' p PACIFIC". PER CS 10974. ILLEGIBLE. PER CS 18462. �''� CS 18462. . � QjVE �1 -f-00.00 ^. �r rn � N. 296 637.46 � N. 296,261.02 1 � � 1219 „PERSyALL � 00 1054 � � N. 296,965.36 E. 282 796.87 � O ck: it7S" 134 18- FD 5 /8" IR W/ YPC "KERN N E. 282,896.03 E. 282,849.81 ,� O �- FD 5/8 IR W/ YPC KERN P,%. US9 Q,T.) 4 LS 1081 ". PER CS 05047. + + "US97S" 129+15.14 IN 125+84.00 US97S 122+03.86 p LS 1081 ". PER CS 05047. +87.40 P• , , 45.17 LT • � N � �1230 7.Ob2 N. 297,527.47 45.00 LT 45.13 LT M '4 M N. 298,239.13 N. 297,45 E. 282 919.51 1202 } 0 N � E. 283 019.60 E. 283,01 �'S72 40 d, "US97S" 134+75.05 30 FD55 8" IR W YPC "W&H FD 5/8"IR W/ YPC "W&H ` ``� US97N 1223+10.94 99.97 LT PACIFIC". PER CS 10974. PACIFIC".PER CS 10974. �„ ao 9 9.9 0RT N. 297,2$6.81 N. 296,142.04 1 %% E. 282,941.23 E. 282,,780.23 j ^� N ^n US97S 120+83.72 %4i 30� "US97S" 132+39.75 45.09' LT � � Z 44.9T LT ABBREVIATIONS REFERENCES HWY. HIGHWAY (1) CS 10974 BY LYNN BRUNO LS 2335, FILED APRIL 1992 1053 HELD DRG. DRAWING (2) CS 00434 BY KRISTEN R. WESTERSUND LS 2164 FILED FEBRUARY 1988 -a FD 5/8 IR WJ NO CAP. CS COUNTY SURVEY -- (3) CS 00431 BY E. G. MANSFIELD LS 10, DATED OCTOBER 1973 PER CS 10974. �7 N.297,346.50 DEPT. DEPARTMENT (4) CS 05047 BY JEFF KERN LS 1081, DATED OCTOBER 1991 t,i ,E. 282,949.59 OCRR OREGON CORNER ODOT LOCATED LINE MAP 9B-31-7, DATED JUNE 1988 .is US97S 133+00.03 RESTORATION RECORD 100 50 0 100 CS 12517 BY JERRY STICHLER LS 2527, DATED MARCH 1996 __-- ! r �-- -- �" � "xopr 45.00 LT FD. FOUND FEET ---�'- CS 19950 BY ROBERT POVEY LS 1652, FILED DUNE 2019 r -- -- j"" S P.O.B. POINT OF BEGINNING - CS O4954 BY E. G. MANSFIELD LS 10, DATED NOVEMBER 1972 1055 P.O.E. POINT OF END CS 18462 BY WILLIAM BAHRKE LS 2039, FILED DECEMBER 2012 FD I" ID PIPE. DISTURBED p,l. POINT OF INTERSECTION CS 17392 BY SCOTT MONTGOMERY LS 51324, FILED JULY 2007 .,� AND SHOT AT BASE OF W/ WITH O REG O N DEPARTMENT OF TRANSPORTATION CS 00432 BY DONALD KNOWLES LS 00331, DATED DULY 1960 �_ PIPE. PER CS 00431. YPC YELLOW PLASTIC CAP REGISTERED - CS 00418 BY E. G. MANSFIELD LS 10, DATED OCTOBER 1966 1 J�____r-----`` N. 297,426.60 2,2525 OPC ORANGE PLASTIC CAP PROFESSIONAL HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP - E. 282,252.25 LAND SURVEYOR OCRR 0002 BY CORNELIUS H. KETCHAM LS 804, FILED MARCH 1987 v. _r-- "PERSHALL" 7+58.34 IR IRON ROD US97 AT O'NEIL UNCTION LEGEND �lrlr� 30.00' LT LT LEFT �%-\ 11 r - THE DALLES CALIFORNIA HIGHWAY HELD 27.89 (3) TO RT RIGHT '� � QUARTER SECTION ID INSIDE DIAMETER OREGON i� DESCHUTES COUNTY O FOUND MONUMENT AS NOTED LINE DECEMBER l 1, 2012 • SET MONUMENT AS NOTED p Q.F. TIMOTHYJON WEAVER -1 Sp0P, SET NETWORK POINT AS NOTED 055 SyALL"+5g'32 .b00 86297 O INDICATES RECORD DATA PER 45b ODOT REGION 4 TECH CENTER AUGUST, 2025 HELD N• 297j 250 RENEWAL DATE: 6 / 3 0 / 2 6 E 29Z, 252. 1� h3(lSS N_ HWY_ 97 RI I�C�_ M SCALE: 1 = 100 1048 o FD 5/8" IR W/ YPC - / / PACIFIC". BENT & SHOT AT 1203 FD 5/8" IR W/ NO CAP. a' �1 °O 30y 30 + ILLEGIBLE. PER CS 10974. POINT OF ROTATION. PER PER CS 10974 +► ` 1042 N. 297,355.90 CS 10974. N. 2969143.00 M� E. 283,061.96 "US97S" N. 297,036.91 E. 282,871.17 � 1 133+24.97 1043 - 1045 1044 E. 282,996.91 "US97S" 130+00.03 "US97S" 120+97.32 � �--- -p-- _�__----CS \ 104 64.97' RT `109 8 44.83' RT 00 Z � � o �}- - - 44.94' RT 1050 _ c - - _ -�---p-- - - - - - - - - - - - - - - - - - - - - - - ]203 - - - - `D THE DALLES-CALIFORNIA HWY. (US 97) 1 CS 21soo-