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HomeMy WebLinkAboutSurvey 21331TO REDMOND/SISTERS 1 I 144 SET 1 1 /8" COPPER PLUG "ODOT 144" N.215584.37 _ -f E. 247681.67 _ f �144 f f f MERVIN SAMPLES RD. f t r O ' `SHEET 2 osso.82 f f f ' � f f f f f f f ► f f f � f 1 f f C l l i mo � ff i- _ �a ff i f SHEET 310 , 1 f � f f f f LER MKT. RD f � ! f f f f ►- NW 1 /4 SECTION 21, NE & SE 1 /4 SECTION 20, NE 1 /4 SECTION 29 NW & SW 1 /4 SECTION 28, NW 1 /4 SECTION 33 Tl 7S R12E WM NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO RECORD THE MONUMENTS SET THAT DEFINE THE NEWLY ACQUIRED ODOT RIGHT OF WAY FOR THE US20: MERVIN SAMPELS GREENWOOD (3RD ST.) PROJECT. THIS PROJECT INCLUDED SIDEWALK, ADA CURB RAMP AND SAFETY IMPROVEMENTS THROUGHOUT THE CORRIDOR. MONUMENTS DESTROYED DURING CONSTRUCTION WERE REPLACED OUTSIDE OF THE NEW RIGHT OF WAY TAKES IN CONCURRENCE WITH ORS 209.155. EVERY EFFORT WAS TAKEN TO SET THE MONUMENTS AT THEIR DEEDED LOCATION, HOWEVER DUE TO UTILITY CONFLICTS MANY HAD TO BE SET BY A REFERENCE MONUMENT. RIGHT OF WAY WIDTHS ARE SHOWN FOR ALL RESOLVED ROADWAY CENTER LINES. ALL SIDE LOT LINES AND PLSS LINES ARE PROTRACTED EXCEPT WHERE INDICATED. COORDINATES SHOWN ARE OCRS BEND REDMOND PRINEVILLE ZONE (NAD83 2011 EPOCH 2O10). ALL MONUMENTS WERE MEASURED USING RTK DOUBLE TIE METHODS WHERE POSSIBLE FROM THE ORGN (OREGON REALTIME GLASS NETWORK). OTHER TIES WERE MADE USING A LEICA TOTAL STATION FROM NETWORK CONTROL SHOWN HEREON. ! BUSINESS 97 TANGENT 1 HELD SECTION CORNER CALL AND SPLIT OF 1061 AND 1065 AT STATION 748+18.08 (SEE DETAIL AND EXPLANATION ON SHEET 2). CURVE DATA WAS ALTERED SLIGHTLY TO FIT CURVE CONTROL MONUMENTS AT THE PC AND PT. TANGENT 2 HOLDS A 5O' OFFSET AT POINT 11420 (PT STATION 759+54.18) AND 70' OFFSET AT 1073 (PAGE 3). 21 11420 WAS SET PER CS19876 AT WHAT WAS BELIEVED TO BE THE ORIGINAL POSITION OF THE PT. THE 70' CALL WAS HELD AT POINT 1073 TO KEEP THE BUSINESS 97 AND 3RD ST. ALIGNMENTS COINCIDENT. THE 3rd St. TANGENT HOLDS A POINT COINCIDENT WITH THE BUSINESS 97 TANGENT AND THE 70' OFFSET FROM POINT 1073. THE P.I. AT STATION 10+18.32 WAS CALCULATED BY HOLDING THE P.S. MONUMENT 1073 AND THE P.I. MONUMENT 1085 ALONG WITH THE RECORD DEGREE OF CURVATURE. THE P.I. AT STATION 25+41.33 HOLDS 1085 FOR THE P.I. POSITION AND THE RECORD DEGREE OF CURVATURE. THE P.I. AT STATION 34+51.54 WAS CALCULATED BY HOLDING SAID P.I. MONUMENT 1085 AND ALTERING RECORD ICURVE DATA TO FIT A SPLIT OF THE P.T. MONUMENTS 1096 AND 1105. THE TANGENT SOUTH FROM STATION 37+86.67 HOLD A SPLIT OF SAID MONUMENTS 1105 AND 1096 ALONG WITH A 40' OFFSET FROM POINT 1266. WHILE THE ORIGIN OF 1266 IS UNKNOWN, IT WAS `HELD AS IT HAS A DIRECT RELATIONSHIP WITH THE MONUMENTS SET AT THE SOUTHEAST CORNER OF 3RD AND GREENWOOD SET PER CS 17429. THIS CHECKS WELL WITH THE CALLS TO THE CENTER LINE REFERENCE MARKS AT MARSHALL PER CS17429 WHICH WERE RESET AS PART OF THIS SURVEY. GREENWOOD WEST OF 3RD HELD 1133 AND 1167 FOR OFFSET. 1167 WAS DESTROYED DURING CONSTRUCTION, HOWEVER THE COORDINATE WAS HELD PER CS 18490. THERE IS A BEARING BREAK AT THE INTERSECTION OF 3RD AND GREENWOOD AS THIS IS THE START OF US 20. EAST OF 3RD, GREENWOOD HOLDS POINTS 1142 AND 1156 FOR OFFSET TO CENTER LINE. I INDIVIDUAL CROSS STREET RESOLUTIONS ARE DESCRIBED PER SHEET. f f f f 1 1 f f f f f � ` SHEET 4 ti t f f f f f f l f f f f f f r 28 f f i f � f f EVAILAV i i f � E f � f i f � i f f T SHEE5 f � � i f i f f i E. REVERE VE ----vf cfl E. OLNEYAVEf n A rn SHEET 6 i Ul r f ( T^ `v z � f�Zcl LAJ 107 SET 1 1 /8" COPPER PLUG "ODOT 107" N. 205334.65 o E. 249724.29 i SHEET 7 i °� o 4 E. GREENWOOD A VE (U.S. 20) &107 "3rd St" 77+28.71 P.O.E - -� N. 204, 934.233 TO BURNS SHEET INDEX: SHEET 1: VICINITY DIAGRAM, SHEET INDEX, REFERENCES AND BASIS OF BEARING SHEET 2: BUSINESS 97 ALIGNMENT, FOUND AND SET MONUMENTS SET MONUMENT AND NETWORK CONTROL TABLES SHEET 3: BUSINESS 97, OB RILEY, BUTLER MARKET ALIGNMENTS, FOUND AND SET MONUMENTS SET MONUMENT AND NETWORK CONTROL TABLES SHEET 4: 3RD ST ALIGNMENT, PARKWAY INTERSECTION AND FOUND MONUMENTS FOUND MONUMENT AND NETWORK CONTROL TABLES SHEET 5: 3RD ST ALIGNMENT, VAIL-PENN CROSS STREET ALIGNMENTS, FOUND AND SET MONUMENTS SET MONUMENT AND NETWORK CONTROL TABLES SHEET 6: 3RD ST ALIGNMENT, OLNEY - LAFAYETTE CROSS STREET ALIGNMENTS, FOUND AND SET MONUMENTS SET MONUMENT AND NETWORK CONTROL TABLES SHEET 7: 3RD ST, GREENWOOD AND 6TH ST ALIGNMENTS, FOUND AND SET MONUMENTS SET MONUMENT, NETWORK CONTROL AND FOUND CROSS STREET MONUMENT TABLES SHEET 8: FOUND MONUMENT TABLES FOR SHEETS 2, 3, 5, AND 6 TABLE ABBREVIATIONS: FD. - FOUND IR.- IRON ROD W/ - WITH IP. IRON PIPE YPC - YELLOW PLASTIC CAP RPC - RED PLASTIC CAP RP - REFERENCE POINT CS - COUNTY SURVEY BPC - BLUE PLASTIC CAP ALUM - ALUMINUM CONC - CONCRETE PK - NAIL LT - LEFT RT - RIGHT ID - INSIDE DIAMETER ALIGNMENT ABBREVIATIONS: P.O.T.- POINT ON TANGENT P.C. - POINT OF CURVATURE P.S.C. - POINT OF SPIRAL TO CURVE P.C.S. - POINT OF CURVE TO SPIRAL P.I. - POINT OF INTERSECTION P.T. - POINT OF TANGENCY P.O.B - POINT OF BEGINNING P.O.E. - POINT OF END N. - NORTHING E. - EASTING N VICINITY DIAGRAM NOT TO SCALE LEG EN D A NETWORK CONTROL POINT ODOT REFERENCES RW MAP NUMBER NAME DATE 413-4-1 (1) REDMOND -BEND 10/1 /31 813-19-1 7 (2) BEND NORTH LIMITS FRANKLIN AVE SECTION 9/1 /60 96-2-26 (3) EAST 3RD-EAST CITY LIMITS (BEND) SECTION 6/1 /67 1 R-3-1619 NORWOOD RD. -POWERS RD. (BEND) 11 /1 /91 REFERENCES CS NUMBER SURVEYOR DATE FILED 19596 CHURCHILL R LS77636 3 /6/2018 02589 OSHELJ L501404 10/20/1980 02562 BERG H LS00836 4/25/1977 08619 PERRY A LS00142 11731 BRUNO L LS02335 1 /26/ 1994 21041 COLE P LS79157 3/6/2023 08608 EATON J 6/24/1958 08402 COLVIN G 2/6/1992 19876 STICHLER J LS02527 2 /22 /2019 08611 KAUFFMAN B LSO1031 3 /4 / 1977 02655 KERN) LS01081 12/18/1989 18796 HICKMAN D LS02686 12/3/2014 13115 POWELL J LSO1919 11 /26/ 1997 06039 HICKMAN G LSO1678 1 /9/1979 18841 HICKMAN D LS02686 3/4/2015 02613 HICKMAN G LSO1678 6/9/1983 02573 BUSSARD J LS00599 8/29/ 1972 17813 MANLEY P LS02214 9/3 /2008 02 924 TYE M LSO1046 11 / 13 / 1986 09533 EATON J L500252 5/29/1978 19895 HRON B LS92723 3 / 15 /2019 17305 ARMSTRONG LS01026 4/30/2007 LS01104 12/17/1990 1095A40TYE] TOMPKINS M LS02033 2/1/1990 ARMSTRONG LS01026 5 / 10/ 1976 17701 WETZELJ 4/22/2008 09509 EATON J LS00252 1 /29/1966 09507 HAWTHORNE J LS00454 1 1 /28/ 1966 18490 HUTCHISON T LS72563 2/14/2013 09520 KARL R LS01642 7/25/1991 11544 TYE, M LS01046 7/7/1993 17832 MANLEY P LS02214 9/26/2008 06194 EATON J LS002 5 2 3 / 11 / 1972 12889 WETZELJ LS01958 4/3/1997 06299 GRAUE R LS00930 2 / 1 / 1974 02599 BATEMAN D LSO1068 8/29/1989 09504 EATON J LS00252 4/8/1967 REGISTERED PROFESSIONAL LAND SURVEYOR r• M OREGON DECEMBER 11, 2012 TIMOTHY JON WEAVER 86297 RENEWAL DATE: 6/30/24 CS NUMBER SURVEYOR DATE FILED 10575 EDWARDS D 6/9/1973 14201 COLVIN G 1-501020 10/4/2000 09535 KARL R LS01642 12/18/1989 18737 HUFFMAN E LS70814 7/28/2014 18937 McCOY H LS65686 8/21 /2015 09508 EATON J LS00252 3/6/1965 09511 EATON J LS00252 3/7/1964 09517 COOK G 00540 8/3/1972 19099 PERRY J LS02407 5 / 16 / 2 016 12496 BAXTER R LS02041 2 / 20 / 1996 08036 ARMSTRONG D LS01026 8/16/1976 09502 ROBINSON W LS01554 10/26/1978 10576 COLVIN G LSO1020 7/7/1980 16745 POWELL J LSO1919 1 / 18/2006 10579 GRAVES E LS00980 6/14/1973 10569 TYE M LSO1046 4/18/1989 10716 OMAN R LS00702 12/18/1989 20559 HRON B LS92723 7/20/2021 10583 EATON J LS00252 6/8/1968 10580 ARMSTRONG D LS01026 7/6/1976 11390 BRUNO L LS02335 2/25/1993 12099 REEVES B L502677 2/22/1995 06243 OMAN R LS00702 12 /4 / 1991 06245 EATON J LS00252 9/2/1963 19232 DURYEA M LS59638 11 / 1 /2016 17429 BARRETT D LSO 1979 8/ 1 /2007 06261 EATON J LS00252 12/8/1962 06306 GRAUE R LS00930 8/l /1973 06288 EATON J LS002 5 2 6 / 13 / 1964 06286 COOK G 00540 9/20/1965 06341 EATON J LS00252 4/17/1967 06284 EATON J LS00252 8/16/1978 06333 EATON J L500252 5/14/1960 10718 EATON J LS00252 5/25/1963 10719 EATON J L500252 7/18/1964 06239 TYE M LSO1046 7/28/1976 14076 KARL R LSO 1642 6 / 16 / 2 000 08420 TYE J LSO 1 104 2 / 10/ 1992 OREGON DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY BOUNDARY MONUMENTATION MAP U.S. 20: MERVIN SAMPELS-GREENWOOD Ord ST. BEND) °FpAk' CENTRAL OREGON HIGHWAY DESCHUTES COUNTY PORT N ODOT REGION 4 TECH CENTER DUNE, 2024 63055 N. HWY. 97 BLDG. M SCALE: NOT TO SCALE BEND, OR 97703 KEY NO. 21483 SHEET 1 OF 8 �$21331 NE & SE 1 /4 SECTION 20, NW 1 /4 SECTION 21 Tl 7S RI 2E WM 53 (DETAIL) I I DETAIL ti ��� FD 2" DISK WITH CENTER PUNCH SCALE `�A �,� NO OTHER MARKINGS. IN MON BOX a r �� OCRR 1054 N. 217967.68 "MERVIN EAST" CENTER LINE �ti x w ,�o� cO , E. 248341.680 co � w �S A CONSTRUCTION LINE CREATED FOR cbo P.T. BEARS N57031'52"W 21.00' o "' DESCRIBING TAKES THROUGH THIS SECTION. ,'b ,M i V THE WIDTH IS VARIABLE EXCEPT WHERE SHOWN. .y e%77 E t eSi h ry 17*44 92 /V asp Z JS 6.67 J4J P. E. 248'4 0.E � HELD � SSS C1 21' OFFSET ��� 3851 SNERAN RD. o PER (1) �49' +03 30' 3852 Ln 3853 �__� co N A89�3850 •. q +92 1 SECTION 2) f SEE DETAIL SE 30' IO1 j CTN 20 5005 j 5006 NOo! 6'53"E 26 41.70 4010 N 4010 CS COUP ry ` ® T17S R12E 'p ! 20121 � N 1/4 •� � O h� � 0 �� t„ LS 1031 �z O.�cb �. c� •� T 'i�'1► p�BLIC VVU�� j no o o NpR o JS moo tioq�,4 Oo 4010 .4 On w FD 5 / 8" IR WITH 2" AD •l� ALUMINUM DISK CS 21041 o N. 215326.02 +� j•i-n 7z h DEED 2027-12579 E. 248328.71 DEED 2027- 72580 l•`" M EAST'' J J f�A --'`` DEED 2027 - 79783 Z z . - 4 ' 1 Obfi i SW P�LE� v 87p T DEED 2021-79784 �,• h �, DEED 2027 -79785 �® � � �® 1067 os. c� 1-N /1 1 rN 1065 , a' IL+ �'Jj ',Q .� O rr k HELD f80 13045 1062 �1-`- �i1/�q 26 3046 SET MONUMENTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 3045 215659.23 247840.92 "1397" 749+22.92 93.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3046 215616.51 247832.26 "B97" 749+68.00 93.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3047 215619.74 247815.55 "B97" 749+68.00 76.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3048 21 S603.37 247789.13 "B97-749+89.55 53.1 1 LT SET RP. 5/8" IR7�. WITH OPC ODOT RP" POINT BEARS N900 E 3.0' 30SO 21 SS94.84 247784.40 "B97" 749+99.00 50.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3049 215593.72 247787.28 "B97" 749+99.56 53.05 LT SET RP. 5/8"IR. WITH OPC "ODOT RP" POINT BEARS N90°E 3.0' 1007 214190.93 247841.62 "B97" 764+29.45 49.90 LT SET 5/8"X30" IR. W/YPC "ODOT RESET" 3858 214087.67 247864.57 "B97" 765+35.00 57.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3857 214086.29 247855.65 "B97" 765+35.00 47.99 LT SET RP. 1 1 /4" BRASS PLUG "ODOT RP" POINTS BEAR N81 "19'25"E 2.0' AND 9.0' 3859 214022.95 247874.47 "B97" 766+00.45 57.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW' 10�2214014.05 1247883.49 "B97" 766+10.69 16S.10 LT IRP 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS N35*32'17"E 14.01' ESCHUTES120027 �N S�VEYsum �R e6 /7gYc POINT NORTHING EASTING STATION OFFSET DESCRIPTION 5001 215661.37 247491.08 MERVIN SAMPLES 2+22.08 25.88 RT " , RP. SET 5/8 IR. WITH RPC ODOT RP POINT BEARS NOo 48 31 E 1.0 5000 215650.26 247491.01 "MERVIN SAMPLES" 2+22.09 37.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 5002 21 5649.91 247545.91 "MERVIN SAMPLES" 2+77.00 37.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 5003 21 5656.78 247561.92 "MERVIN SAMPLES" 2+92.95 30.01 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS SO'E 2.0' 5004 21 5653.48 247611.95 "MERVIN SAMPLES" 3+43.00 33.00 RT SET 5/8" IR. WITH YPC "ODOT RW' 3026 215644.34 247667.51 "MERVIN SAMPLES" 3+98.62 41.78 RT SET RP. 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS SO'E 2.0' 3848 215730.53 247812.87 "Mervin East Design" 10+54.13 57.7S LT SET 5/8" IR. WITH YPC "ODOT RW" 3849 215695.82 247832.89 "Mervin East Design" 10+80.00 26.00 LT SET 5/8" IR. WITH YPC "ODOT RW' 5006 215656.18 248330.34 "Mervin East Design" 15+80.74 6.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 5005 215632.19 248330.23 "Mervin East Design" 15+80.78 30.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 3853 215631.49 248441.43 "Mervin East Design" 16+92.00 30.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 3850 215691.43 248452.83 "Mervin East Design" 17+03.00 30.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3852 215606.95 248469.58 "Mervin East Design" 17+20.28 54.35 RT SET 5/8" IR. WITH YPC "ODOT RW" 3851 215709.36 248470.25 "Mervin East Design" 17+20.31 48.07 LT SET 5/8" IR. WITH YPC "ODOT RW" POINT NORTHING EASTING STATION OFFSET DESCRIPTION 3860 213925.15 247907.57 RIVER MALL 0+85.04 53.86 RT SET 5 /8" IR. WITH YPC" ODOT RW 1026 214006.28 247918.94 " RIVER MALL 0+95.27 27.42 LT RP SET 1 1 /4 BRASS PLUG ODOT RP POINT BEARS N54018 05 W 4.51, 1010 214007.49 248021.35 , RIVER MALL„1 +97.65 30.06 LT SET 1 1 /4 BRASS PLUG ODOT RESET" 3861 213947.31 248030.49 "RIVER MALL" 2+07.63 30.00 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 6:1»WA291110111:422■A[910111ILTA12 SLIM POINT NORTHING EASTING STATION OFFSET DESCRIPTION 2004 215661.86 247551.12 n MERVIN SAMPLES 2+82.11 25.00 RT �� FD. 5/8" IR. 1009 214028.61 247912.28 „'RIVER MALL" 0+88.30 49.66 LT FD. 5/8" IR. W/YPC LS1081" CS026SS 1026 214008.91 247915.28 RIVER MALL 0+91.58 30.00 LT „KERN FD. 5/8 IR. W/YPC KERN LS1081 CS02655 DESTROYED HELD 1010 214007.49 248021.35 "RIVER MALL" 1 +97.65 30.06 LT FD. NAIL W/ SHINER "SCES" CS1 1544 DESTROYED 1025 213947.29 248030.50 "RIVER MALL" 2+07.64 30.00 RT FD 5/8" IR. CS18796 DESTROYED HELD 1011 214007.20 248043.80 "RIVER MALL" 2+20.10 3 .08 LT FD. 5/8" IR. CS026SS 3848 P� �'1ERY//yEgST / '`06.g9 o c.,, � 3047 �ERv/N 02VOjq 'US97gUS/n/ �f40 00 3048 ESS h 4► 0049 7p�8f Q j s R ._ �8463?S-CSS50 �s�s?9<'9J247, ' �7�zS. 020 S30`S7s62 4 L o 106 z CL � 3T pL 'EERY HELD 25 13080 4�22�4.7 6 ®® P./. "USs j �S MPELS-"4� 4 T -s76. p N. 2JS 68 /NESS„ 82 / 3.g • 3026 -� s- �4gf 1.S 144 C SJ.S71 +98.64 �Ip 1059 cn P.4R `88. 3' 5 004 CFI I 1057 1058 ` 003 DEED 2022-44177 2O +93 1� 1056 ---- H004 5002 136 _ 25 5000 Z.Z 40 001-+22.09 O a ,W wwl �O® z ®�� Mf', wIW I Z pqRCF 4 66 tV d' V �� w I FC:FNt� �ERIi//VSA ti � '�, . N zJ MPELSp OfOO 0� Qg P E 24 8 6.58 J 2S' 25, ti � � � NETWORK CONTROL POINT 9 69 Lv p O FOUND MONUMENT AS NOTED MERVIN SAMPEES CENTER LINE WAS ESTABLISHED BY HOLDING 25' OFFSET FROM 2004 AND COMING RECORD DISTANCE EAST PER CS11731 TO THE SOUTHWEST CORNER OF MERVIN SAMPLES AND US97. THEN HOLDING RECORD OFFSET FROM THAT CORNER TO CENTER LINE. ' (D SET REFERENCE POINT AS NOTED ' 0 SET MONUMENT AS NOTED NETWORK CONTROL cr% Lq 00 1055 + e r I ISECTION 21 � /SECTlON i 00 u- HELD 1026 AND 3861 FOR O "RIVER MALL" RESOLUTION rn SAID POINTS RESET AFTER CONSTRUCTION Iw t _ I � r w w cn I 'RNER MgLL „�� I DEED 2027 - 73022 2 r u J0 P p E- N_ 273, DEED 2027 - 73023 '97�- JJ6 248, 443 I 380 1011 v 30 3861 1010 SEE FOUND T TRACT 12 DEED 2027-72589 POINT 1025 ®® DEED 2027-12590 -� HELD ® o1009 I ~ P /�ERAf,4LL „0�0 W HEL Z/S0 40 1026 3860 LOT 4 4016 Ln BUS/ 1060 N_ 2/3 97 NESS„766�B. 1007 3858 3859 30, ® 12 0 ,98419-9 -3-5-00 3857 E. 247823 m 7 J8 Ln n Lq� ­j S08'40'33 "E U.S. 97 (BUSINESS) (58`39T)I r r Ln 00 0 0 t ! 11420 I 13000 HELD T 1430 TRACT 10 TRACT 11 �® + I o r 100 50 0 100 FEET POINT NORTHING EASTING STATION OFFSET DESCRIPTION 144 215584.37 247681.67 "1397" 750+27.38 49.26 RT SET 1 1 /8" COPPER PLUG "ODOT 144" 136 214989.61 247636.11 "1397" 756+14.41 53.30 RT SET 1 1 /8" COPPER PLUG "ODOT 136" TRACT 11 t REGISTERED PROFESSIONAL LAND SURVEYOR 44 59- OREGON DECEMBER 11, 2012 TIMOTHY JON WEAVER 86297 RENEWAL DATE: 6/30/24 CS 2 1 3 3 1 SE 1 /4 SECTION 20 & NE 1 /4 SECTION 29 Tl 7S Rl 2E WM NETWORK CONTROL POINT NORTHING EASTING STATION OFFSET DESCRIPTION 131 21291 1.51 248030.36 "1397" 777+22.69 43.49 LT SET 1 1 /8" COPPER PLUG "ODOT 131" 130 212720.05 247975.27 "B97" 779+03.65 39.85 RT SET 1 1 /8" COPPER PLUG "ODOT 130" 128 21 1879.27 248109.68 "B97" 787+53.57 23.70 LT SET 5/8" IR W/RPC "ODOT CONTROL" 4010 SEfT,pN z 1 LOT 4 �. BOYD o SHOPPING CENTER w 11013 1014 LOT 5 BOYD o SHOPPING CENTER 00 VUq O "'-o 1 508'4033 "E U.S. 97 (BUSINESS) (S8-39'E)1 w o Ln � 1052 pli 1051�' � o 0 0 �, �p`0 R N0022'23 "E _ 2644. r 96 N N w t= N n'► . v + v 0 v - LOT 7 LOT 6 DEED 2027-35706 DEED 2027-35707 DEED 2027-35706 1016 1017 DEED 2027-35708 DEED 2027-35707 DEED ZOZ 1-35709 DEED ZOZ 1-35708 + � DEED 2021-35710 DEED 2021-35709 � + _A !� DEED 2027-57805 DEED 2027-35770 :hl DEED 202 7 -57305 0 3865 1 386 3864 3866 1 386 i �;_q Ln Ln orn �o �G ti F ALL RECORD MEASUREMENTS ARE PER CS17832 LINE TABLE NORTHEAST CORNER -os� Xso LINE LENGTH BEARING L1(M) 13.01' S87°28111 "E p 11(R) 13.04' S87032'15"E F BUTLER MARKET RD. HELD 1023 AND 1024 FOR 4F2 CURVE TABLE NORTHEAST CORNER OFFSET. STATIONING HELD 1023 AT 10+88.00 �,o� �•� CURVE LENGTH RADIUS DELTA CHORD PER CS17832 Cl(M) 120.12' 536.00' 12*49'10" S89°19'03"E 119.87' NOTE: 3873 WAS ACCEPTED AS A �- C1(R) 120.06' 536.00' 12050'03" S89015'31 "E 119.81' REFERENCE MONUMENT TO RIGHT RIGHT OF WAY �. SEE DESCRIPTION IN TABLE �Tze/ CURVE TABLE SOUTHEAST CORNER 4pP CURVE LENGTH RADIUS DELTA CHORD .ps.�i �1 Cl 22.76 48.00 ,� 27 10 23 563 36 00 W 22.55 C2 21.27' 48.00' 2S02Tl 1" S03°46'45"E 21.09' 1046 1046 FOUND 3" BRASS DISK 'v N ,' 14y,P1� "CENTURY WEST ENGINEERING CORP" N V, ' ���� L4qe ,A ;� ��.�• PARTIALLY ILLEGIBLE PER CS 02651 !� Z� i J �`,� O 0 . All N. 212681.11 k,�',n''� 1 h� ,k, w to .0 E. 248311.49 P�0 °p c DEED 2021-35706 i ��' 1 0 °�` to LOT 9 -h, •Qo „` j' > J °�, p � ©• X �l d` 1t ti O BOYD o ` co w coo DEED 2021-35707 .Qi V ti �� + DEED 2021-35708 024 '� // �r :10Oo' fNf SHOPPING L, < �� o (^ O D� N, CENTER v �, N) � � DEED 2021-35709 c� %Qi�'' v �' a'� oo DEED 2027-35770 v �� ��` y°� ��� '9e DEED 2027 -35706 -,tj DEED 2021-57805 DEED 202 I -3 1190 0 �O V SE�-!ON 28 DEED 2021-35707 �, ;ra A ' '� BUTLER MKT' 9f 91.90 P.O.B. 3 6 q � SFC7`!O DEED 2027-35708 �, o AL '3rd St"2+61.09 o N 29 DEED 2027-35709 -� N. 272,320.759 L1\ D23 36 195.06,WUTLER MKT" DEED 2021-3577 0 ~ 868 248,076.577 022 W-4 673 10+60.52P.C. 10 ------------- DEED 2021-5780S o v � 3869 3811 3872 �Nt 540.00'Spiral IAJ- 1019 0� 3874 ,� " „ V073 HELD 131 w o 867��3870 S = 07°7T24" SOS 40 33 E 3rd 5t (S8109'461E 2 701 vi Ln Ln c� cn V, 130 1043 1042 � "' `," o - 1128 1040 0 0 L1 C1 1041 C 1039 3969 1069 o a, 1038 ,�, C8 3968 1033 1068 z Z L3�C3 1034 +, 1031 1070 00 L4 N S85°34'53"E 55.44' (M) iz LS 1035 S85°43'141 55.54' (R) a30� C.L. `%� n 1036 � C7 1030 %isio 0 2 ° 1 JL 59 ' 1029 p-Z892,,' C6 DEED 2021-15550 Ts �of ALL RECORD MEASURMENTS ARE PER CS1$841 C4 1028 5 V 3 0_ Q.S• U L" C.R. LINE TABLE MT. WASHINGTON AND "B97" CURVE TABLE MT. WASHINGTON AND "B97" 1037 N t36, Op0O p2°30 83'„ LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA CHORD 1027 c,� C=R s R ; 2, ° 91p0 L1(M) 68.68 58 37 51 E Cl (R&M) 49.48 157.50 17 59 57 500 13 29 E 49.27 W �- �,�, TS_ -ss' 1045 044 1047 0 J, 1048 28 5 p = 35 L1(R) 66.71 ° 11 S8 42 27 E C2(M) 1 35.88 70.00 ° 1� 29 26 55 ° 1 11 1 SOS 35 06 W 35.49 QO -. 90 300.00 Spira/ ►�,4-- �30 ,SP O -�t' T- 592� L2(M) 86.13' S9°13'29"E C2(R) 35.91' 70.00' 29023'41" N05°2823"E 35.52' O S= 06°4S'00" w cb L2(R) 86.07' 10.64 S9013'28"E ° 1 S20 13 26'W C3(M) C3(R) 26.14' 26.17 30.00' 30.00 49°55'36" ° 1� 49 59 06 N45008'01 "E 25.32' ° 11ALL N45 09 29 E 25.351'� 0 U RECORD MEASURMENTS x� n,, 105D - L3(M) ! 11 ARE PER CS18841 n 44° -�O OO "C�, J °q�Q 2 O.B. RILEY HELD 1047 AND 1048 PER CS 13115 FOR OFFSET AND STATIONING.. L3(R) L4(M) F 10.62 7 9.34 ° 1 1 520 10 00'W 1 n N70°9 1 E C4(M) C4(R) 88.64 1 88.55 290.00 ! 290.00 ° 17 33 56 ° 1 " 17 29 44 ° 1 11 I S82 06 13 W 88.29 ° 1 n 1 S82 05 48 W 88.21 Z � _ R, 1,�j � TQ 32¢, 531 1049 THESE MONUMENTS, ALONG WITH RECORD CURVE DATA PER 4B-4-1, ARE ` 0 .� TANGENT WITH THE RE -LOCATED US97 CENTERLINE. L4(R) 9.34' N70°5'12"E C5(M) 19.16' 125.13' 8°53'52" S78°31'12"W 19.14' Ts� �6-S`6p0'. O cp Ar 0 'cam LEGEND A NETWORK CONTROL POINT O FOUND MONUMENT AS NOTED E) SET REFERENCE POINT AS NOTED • SET MONUMENT AS NOTED 100 50 0 100 FEET SET MONUMENTS L5(M) 34.91S89°5'13"E C5(R) 19.11' 125.13' 8'45'09" S78°27'23"W 19.10' J Ts1 ` 4sss3, L5(R) 34.96' S89°9'20'W C6(M) 37.27' 140.97' 15*08"34" N83077"W 37.15' Z m 4-s-5-S3- C6(R) 37.27' 140.97' 15"08148" N8301227"W 37.16' p C7(M) 13.30' 75.58' 9045'l2" S80052'08"E 13.28' zQ C7(R) 13.3 V 75.58' 10005"17" S80040'39"E 13.29' C8(M) 13.30' 50.50' 31024146" N70°05'42"W 27.43' C8(R) 37.29' 50.50' 42018'19" N64°33'54"W 36.45' POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1013 213823.60 247898.37 "B97" 768+01.13 50.59 LT SET 5/8" IR. WITH YPC "ODOT RESET" 3862 213270.03 247981.23 "B97" 773+60.86 49.00 LT RP. SET 1 1 /4" BRASS PLUG IN CONCRETE "ODOT RP" POINT BEARS N90V 1.0' 3863 213265.01 247989.08 "B97" 773+67.00 56.00 LT SET 5/8" IR. WITH YPC "ODOT RW' 3864 213240.86 247992.78 "B97" 773+91.45 56.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW' 3865 213191.50 248022.19 "B97" 774+44.65 77.65 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3866 213153.34 248000.03 "B97" 774+79.05 50.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3867 212551.40 248091.91 "B97" 780+88.00 50.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3868 212552.29 248097.79 "B97" 780+88.00 56.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3869 212539.40 248099.80 "B97" 781 +01.00 56.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3870 212538.51 248093.87 "B97" 781 +01.00 50.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3871 212396.33 248119.31 "B97" 782+45.38 53.71 LT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS NO°E 3.0' 3872 212375.28 248144.99 "B97" 782+69.94 75.94 LT SET 5/8" IR. WITH YPC "ODOT RW" 3969 212278.57 248025.12 "B97" 783+48.59 56.50 RT SET 5/8" IR. WITH YPC "ODOT Rw' 3873 212293.56 248156.95 "B97" 783+51.27 76.15 LT RP. FOUND 2" SWALLEY IRRIGATION BRASS DISK POINT BEARS S48°58'03"E 6.0, 3968 212255.82 248028.12 "B97" 783+72.00 56.50 RT SET 5/8" IR. WITH YPC "ODOT RW" 3874 212260.28 248144.90 "B97" 783+82.02 59.96 LT SET 1 1 /4" BRASS PLUG "ODOT RW" REGISTERED PROFESSIONAL LAND SURVEYOR f f .-•t OREGON DECEMBER 11, 2012 TIMOTHY JON WEAVER 8629 RENEWAL DATE: 6/30/24 0o O d- w Ln uu w w vi 06� t;$ 21331 NE 1 /4 SECTION 29 & NW 1 /4 SECTION 28 Tl 7S Rl 2E WM NETWORK CONTROL A POINT NORTHING FASTING STATION OFFSET DESCRIPTION 127 21 1485.23 248296.67 "3rd St" 11 +31.88 46.85 LT SET 1 1 /8" COPPER PLUG "ODOT 127" 126 211147.85 248361.20 "3rd St" 14+70.00 22.53 RT SET 5/8" IR W/RPC "ODOT CONTROL" 125 210814.17 248595.18 "3rd St" 18+70.78 50.93 LT SET 1 1 /8" COPPER PLUG "ODOT 125" 124 210675.83 248581.47 "3rd St" 19+90.75 19.30 RT SET 5/8" IR W/RPC "ODOT CONTROL" 52 210320.30 248800.21 "3rd St" 23+97.43 51.94 LT FD 3" BRASS CAP "GPS" B003" 123 j 210006.97 j 248752.39 j "3rd St" 27+01.61 j 29.49 RT SET 5/8" IR W/RPC "ODOT CONTROL" C1 IF St 020421, 00of G.L• R ; 2,122-071 TB = 160029" Ts, 569.05 Tsz = 569. D5 2'42' C. L- Ll-76000� 568.89 2 Ts 2 540' Sp oA GL"yy r = `• !r 00 � �• r O C1 = �� M w _ r ` r wLu r t/] 1 AV r i - r ti ti .y �1► ti� a, -. '�. o �' w0j 0 0 0 T�PF� 1 r r r r r FOUND MONUMENTS 00, spiral 540, 07017124N 5 ���0. arv) Z W \ 126 00 N� ' Oz� U w v- 77 ti ^, � z RECORD INFORMATION PER r ` �` - - - 72 f .oho p PARTITION PLAT 2019-5 (CS19895) - LINE TABLE ! 70-''`'`----j ��„ 77 LINE L1(M) L1(R) L2(M) L2(R) L3(M) L3(R) L4(M) L4(R) VARIABLE WIDTHS THROUGH THIS SECTION SEE ODOT 1 A-22-17 FOR PARKWAY ACCESS CONTROL _..--•�.-_ 14125 LENGTH BEARING -�'`�---- _ ! 13 w % `"' --.__ -1 IZ ; 5.80' S89'48'9"E - _ �' - 5.81' S89050'50"W .ui 31 �p `-- ��� Lu 70 `--- ` 109.68' N23.48'5"W ! `------- __~ 1 ! � -' -� 13 ! 109.66' N24.22'50' W 1 8 - -IFft 14 o�� ---- 75.00' S89.57'38"W y _f j 9 75.00' S8905 0' SO"W I 75 - 40.00' N002'22'W 7 -------' 40.00' NO"9'10"IN �_- NJ -1-4 c., 1190 j15 6 '5 11180 1 , � L3 1074 16 1 ! � � 52 1085 i l L2 11200 N 0 11210 -''1 1220 L1 '3RD ST" ' 06'00100" C.R. ' R = 954:93, 1123 - - TA = 3500227 IF -' Ts7 = 503.35' DESCtiUi'ES COUNTY SURVEYOR FILM Qb Z Za*gYc ( 17 j - 72 I 10 ! 9 Q �cv- 73 I g --_-XOw�74 I _-_--� w 75 _ 3.3- _ 33 16 60, zso 00- ~ .S, 087 1 7 L,77/ 108 ' 1090 �\\ , $plrai T52 = 503.35' VARIABLE WIDTHS THROUGH 1089 �,021'E 121 `\` 400.UV 0100„ THIS SECTION 524 09,46�,F) 2 } �, �`` 5 0R�C0 - 1200 SEE ODOT 8B-19-11 (52 IS AV � s5• U 1077 1076 o - 1 -1 _ 7 ! 1 ! \ J . I I �' 6 C. R. 23 1078 '`7- - > 1 T_` v d=3502' 2 R, , ! Ts=503.30 6 1 N 25 ! � 1 ! �O� t ! 1 `� I 00 2 400'SP 1 60 24�o� r�� I I n\'\ 4000 ! , O - a� 1 5 I O 0„ i ...... . 7 ! 1 1 1 ! 1 j , 0,> ! ZED-s7REE7- 1 6 5 1 I , ! 1 `� I i/1084 1- I PARKWAY RIGHTS OF WAY ARE PER RECORD 1 A-22-17. PROTRACTED FOR INFORMATION ONLY. NOT A PART OF THIS SURVEY. POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1079 210930.18 248406.46 "3rd St" 16+86.56 72.09 RT FD. 1" IP. ID CS09533 1078 210800.77 248460.64 "3rd St" 18+26.77 76.91 RT FD. 112" IR. CS09533 1077 210800.89 248470.65 "3rd St" 18+30.84 67.77 RT FD. 1 /2" IR. CS09533 1076 210730.49 248480.48 "3rd St" 18+98.91 88.23 RT FD. 1 /2" IR. CS09538 11220 210570.83 248715.35 "3rd St" 21 +41.25 58.99 LT FD.5/8" IR. WITH YPC "HWA" CS 19895 11210 210570.81 248721.15 "3rd St" 21+43.57 64.28 LT FD.5/8" IR. WITH YPC "HWA" CS 19895 11200 210470.94 248766.48 "3rd St" 22+SO.28 67.53 LT FD.5/8" IR. WITH YPC "HWA" CS 19895 11190 210471.10 248841.48 "3rd St" 22+75.34 137.66 LT FD.5/8" IR. WITH YPC "HWA" CS 19895 11180 210431.06 248841.62 "3rd St" 23+10.04 124.22 LT FD.5/8" IR. WITH YPC "HWA" CS 19895 1074 210320.35 248800.52 "3rd St" 23+97.46 52.26 LT FD. 3" BRASSCAP IN HANDWELL "GPS B003" 1085 210183.62 248828.93 "3rd St" 25+29.97 53.76 LT FD. 2 1 /2" BRASS CAP OSHD 25+41.25 LS1104 HELD 1087 209691.17 248794.95 "3rd St" 30+09.15 55.09 LT FD. 5/8" IR. CS17305 1086 209678.49 248792.65 "3rd St" 30+22.03 55.10 LT FD. Ill /2" ALUMCAP "ARMSTRONG SE" CS17305 1090 209629.23 248783.62 "3rd St" 30+72.1 1 55.08 LT FD. 1 1 12" ALUMCAP "ARMSTRONG SE" CS17305 1089 209550.96 248769.44 "3rd St" 31 +51.96 55.03 LT FD. 11 /2" ALUMCAP "ARMSTRONG SE" CS17305 1083 209551.0$ 1248660.81 "3rd St" 31 +70.65 j 51.98 RT FD, 5/8" IR. W/YPC "CWEC" CS09530 1 I 4 3, I i ,�l� ! ' ' FOUND 3 1 /14" AL DISK IN MON BOX. 1 1 21 7 J ! 1 I f PARTIALLY ILLEGIBLE. PER OCRR 1086 •.,....,-�... SE I t j 5 `� \ 4 I N. 210109.14 SI P, EA ION Zg I �. 13 E.248294.66 23ON 29 CO 21 ! 1 -10"Imamm--z 100 50 0 100 FEET LEGFN e NETWORK CONTROL POINT O FOUND MONUMENT AS NOTED REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DECEMBER 11,2012 TIMOTHY JON WEAVER 86297 RENEWAL DATE: 6/30/24 ` -- 1083 1 Z 3 4 I ow 1 j S i 6 1 Q , W ORFC \ o4/TRU qY 5�10111�8 00 O Ln w Lu w w EA OREGON DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY BOUNDARY MONUMENTATION MAP U.S. 20: MERVIN SAMPELS-GREENWOOD (3rd ST. BEND) °FpARr��, CENTRAL OREGON HIGHWAY DESCHUTES COUNTY LSpOR p,t ODOT REGION 4 TECH CENTER DUNE, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100' BEND, OR 97703 KEY NO. 21483 SHEET 4 OF 8 i 21331 00 O d- w ULj Ln w w IA SW 1 /4 SECTION 28 & NW 1 /4 SECTION 33 T17S R12E WM NETWORK CONTROL POINT NORTHING EASTING STATION OFFSET DESCRIPTION 121 209276.68 248637.54 "3rd St" 34+42.23 37.48 RT SET 1 1 /8" COPPER PLUG "ODOT 121" 120 209068.13 248697.09 "3rd St" 36+46.83 34.13 LT SET 1 1 /8" COPPER PLUG "ODOT 120" 1 16 207262.44 248698.87 "3rd St" 54+00.53 36.64 LT SET 1 1 /8" COPPER PLUG "ODOT 1 16" VAIL CENTER LINE WAS ESTABLISHED BY HOLDING 1080 AND 1081 FOR 30' OFFSET. PER CS09535 - "Underwood-" /+/y 65 P. N. 209, 747.776 E. 249, 707.268 '3RDS7`' HOLD HELD 07 s805,,c- R - 2,911.37' Td = 70Z301„ ! Tsz = 389, 67' ' 2`C..L. 702270„ -- TS=385.02 z 00 ' -------- 2 250,Sp --1--1------------ N n i I 1 P.I. "UNDERWOOD"3+44.73 ' 6 5 I I P.I. "3rd 5t" 35+74.85 ' 1088 I I N. 209740.978 E.248665.548 0 r' "VAIL "3+09.97 P.O. . _ - - P. I. "3rd St" 32+ 73.03 N. 209,500.363 121 1 E. 248, 704.908 1082 30' 1081 1 I 16 1 J N LAJ 3 4 I 5 `^�, 7 1080 TIIAJl 21 ! "VAIL"0+Ob. 00 P.O.B. N. 209, 500.881 1 E. 243,394.934 "Underwood" 0+00.00 P. '---N. 209, 740.767 SET MONUMENTS E. 248,321.419 4 UNDERWOOD WAS RESOLVED BY HOLDING 1093 FOR 30' OFFSET. PER CS18737 AND HELD1092 PER CS18937 30' OFFSET. THURSTON CENTER LINE WAS RESOLVED BY HOLDING 1097 AND 1098 FOR 30' OFFSET. 100 50 0 100 FEET I EGEND NETWORK CONTROL POINT O FOUND MONUMENT AS NOTED (D SET REFERENCE POINT AS NOTED SET MONUMENT AS NOTED DESTROYED MONUMENT NOT RESET SET MONUMENTS CONTINUED DESCHUTES COUNTY SURVEYORc% lYs C0 S w POINT NORTHING FASTING STATION OFFSET DESCRIPTION 3956 207701.91 248608.18 "3rd St" 49+61.01 53.84 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 3881 207701.76 248716.70 "3rd St" 49+61.21 54.68 LT SET 5 /8" IR. WITH YPC "ODOT RW" 3955 207692.08 248622.00 "3rd St" 49+70.85 40.00 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 3882 207691.98 248702.02 "3rd St" 49+70.99 40.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3953 207550.95 248620.09 "3rd St" 51+12.00 42.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 3954 207550.93 248622.10 "3rd St" 51+12.00 40.00 RT SET 5(8" IR. WITH YPC "ODOT RW" 3952 207516.00 248620.07 "3rd St" 51+46.93 42.00 RT SET 5i8" IR. WITH YPC "ODOT RW" 3951 207456.01 248576.07 "3rd St" 52+06.89 86.07 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 3883 207455.97 248723.16 "3rd St" 52+07.00 61.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3884 207452.98 248723.15 "3rd St" 52+10.00 61.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3885 207452.94 24871 1.18 "3rd St" 52+10.00 49.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3950 207451.90 248590.14 "3rd St" 52+11.00 72.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 3949 207451.91 248613.14 "3rd St" 52+11.00 49.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 3886 207448.98 248707.13 "3rd St" 52+14.00 45.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3948 207443.70 248622.13 "3rd St" 52+19.23 40.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 3887 207415.98 248707.16 "3rd St" 52+47.00 45.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3888 207415.93 248699.66 "3rd St" 52+47.03 37.50 LT SET 1 1 /4" BRASS PLUG "ODOT RP" BEARS N8901 V21 E" 2.5' I REVERE 7 7 +25.38 P.O. E. N. 208, 707.528 ------------I L------------1 i 1-----------I L----------j I----E. 249, l0l`830 ------------ I 1 1 g 11 i 1 ----------------- - - - - ------------� - - - - - - -- - - - - - - - - - - .------------ j t 8 10 --------------------- 4Q--------- ------ -- ; j--------------------- t 35 i i j 7 36 i W j 37 Aj ------- ----1 1------- -----{ i� f------------1 1----------- 1-------------1 1------------ 250.00 Spiral I I oo I Z I 6 S = O2'27.36" L------ %----J i w L---- --J L---------- -I 1------------ -1 L----------- �li � --,-5 --�-4 -------1---- yl-----I `W I-----I-----I-----1----�------I o r----I-----I-----I-----I-----I---- 1 , , 1 1 i 3 2 1 I l iv I I I 1 iQ 5 4, o 3, 2 I Q, -A o o DEED 202 7 -27722 I , P. L 'REVERE" 6+85. 37 ' woo I '7-HURSTON" 3+39.90 P. O.E. 'SEWARD"3+40.36 P.O. E.I I ( 1 3 875 ! I AL '3rd 5t" 38+82.52 AL '3rd St" 47 +97.86 j j j P. /. '3rd St" 45+61.67 ' 38761 1 I N. 208,780.426 1 1 N. 208,471.086 1 N=208707.278 I 3878 E.248,667.457248,66I I I E=248667.878 I 1105 E. 1.534 I 38874s,7 120 HELD 1 500007'42"E ca-p o (50030'04'U9 2 HELD Io 30' 30' ! ! .. JVV DEED 2020-67255 i 396 DEED 2020-67256 ' w 1 Ll 7 8 9 70 !ll w 12 1 o I w 001 20 093_ _ ---� -- --I �- � W p j HELD ! I I % aI W 6 j 5 1 4 I 3 2 i 7 i "THURSTON" 0+00.00 P.O.B. B N. 208, 787.330 I E. 248,327.556 ' HELD _ o o_ U.S. 97 (BUSINESS) N. 3RD ST. 1KA 097 3964 3963 3961 i 1099 39 "160 1100 5 0 + 30' w� DEED ,2+ 2020-66701 30 30 DEED 2020-56843 , + 74.z2 oow o --`" W DEED 2020-64685 0 7 8 1 9 70 DEED 2020-64686 j I DEED 2020-64687Ln I j ch 6 7 8 9 1 1104 1103 177 11Z `�' 19 HELD ELD �18 5 i 1098 ! Q HELD I I I O 1 I i j 5 4 1 3 1 2 I 7 Z "SEWARD" 0+00.00 P.O.B. 4i N. 208, 477. 002 1 E 248,327.773 POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1081 209470.48 248621.01 "VAIL" 2+26.13 30.00 RT SET 5/8"X30" IR W/YPC "ODOT RESET" 3875 209110.94 248727.76 "3rd St" 36+02.43 63.44 LT SET 5/8" IR. WITH YPC "ODOT RW" 3876 209099.15 248712.88 "3rd St" 36+15.00 49.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3877 209092.38 248707.65 "3rd St" 36+22.00 44.00 LT SET S/8" IR. WITH YPC "ODOT RW" 3878 209073.81 248701.40 "3rd St" 36+40.98 38.29 LT SET 5/8" IR. WITH YPC "ODOT RW" 1096 208877.06 248621.45 "3rd St" 38+38.74 40.00 RT SET 5/8" X 30" IR W/ YPC "ODOT RESET" 3966 208817.10 248621.48 "3rd St" 38+45.83 40.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 3965 208810.53 248613.60 "3rd St" 38+S2.39 47.87 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 3964 208750.54 248620.S5 "3rd St" 39+12.39 40.95 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS N900E 3.0' 3963 208741.47 248624.50 "3rd St" 39+21.46 37.00 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS N90'E 3.0' 3962 208533.33 248624.63 "3rd St" 41 +29.60 36.97 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS N90V 3.0' 3961 208S01.1 1 248611.52 "3rd St" 41 +61.81 50.10 RT SET 5/8" IR. WITH YPC "ODOT RW" 3960 208445.06 248617.53 "3rd St" 42+17.86 44.12 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS S90'E 4.0' 3959 208436.91 248624.67 "3rd St" 42+26.02 36.98 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS N90V 3.0' 3958 208061.23 248591.57 "3rd St" 46+01.68 70.27 RT SET 5/8" IR. WITH YPC "ODOT RW" 3880 208061.28 248739.43 "3rd St" 46+01.70 77.59 LT SET 5/8" IR. WITH YPC "ODOT RW" 3957 208054.87 248611.69 "3rd St" 46+08.05 50.15 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS N90V 1.5' 3879 209039.03 248701.87 "3rd St" 46+23.94 40.00 LT SET 5/8" IR. WITH YPC "ODOT RW" SECTION 28ZND STREET_ _ 5 1 4 I 3 1 2 40' 106 NE. 2ND ST. SECTION 29 1 7 j6--------- --_�-z 7 1 2 3 Ka ------- ------- 4 SEWARD CENTER LINE RESOLVED BY N. LYTLE5T. HOLDING 30' OFFSET FROM 1104 AND 1103. b BEARING MADE TO BE PERPENDICULAR WITH '3rd St.' O 1 78 1 79 120 j I �6 17 RECON TR I 6 � - -jg - - - ___ 4 'REVERE" 0+00.00 P.O.B. N. 208,100.889 E. 247, 976.452 m REVERE AVE. HELD 40' OFFSET FROM POINTS 1165 AND 1163 "QUIMBY" 6+30. 73 P.O. E. N. 207, 731.350 1 110 E_ 248,952.291 7 W: 76 z DETAIL NOT TO SCALE 000 �- 3883 •a 3884 N W 3885 00 Q 3886 3887 W®3888 Ul 4i 3RD ST PENN AVE CENTER LINE WAS ESTABLISHEDBY HOLDING 1255 "PENN" 6+ 30.02 P.D.E. AND 1256 FOR 30' OFFSET N, 207, 485.932 E 248, 952. 231 1111 - -- --------- ---- � -- -- HE D 256 O 7g 76 5 HELD , -1p°� 1257 30' 30' ---- ------ - I _- 0 39 4� ---r--------- I I I I Z o DEED 202 7- 72547 * � I i 00 40 4 3 1 0 3(?I1 4 IP.I. „PENN 3+39.92 flo6 + + + + - DEED 2027 - 73627 w O �QU/MBY"3+39.84 'P.l. '3rdSt "57+7696 DEED v DEED2027-73622 0' topI 3880 I P.I. '3rd St"49+31.08 30' 30' .N. Z07485.990 000 o i SEE DETAIL I w 1163 DEED 2021-10719 N. 207737.865 3881 IE. 24866Z. 7Z3 38833884 1 1 HELD DEED 2021-70720 E_ 248662 001 3882 885 3887 1113 3886 3888 1 16 = Ln w w 3879 0 0 0 URu�, v�,o o to 1120 1121 -p .p o 3954 N Ni- v-p A NJ to .p 3957 3948 39 5 j 3953 3952 1165 1166 3949 1 ! 1124 HELD 3958 I I �30' 30' 39561 i 3950 j 3951 + ! I I o I % 30' 30 °o° 7 1 8 i 9 10 II i 12 o � 5 j 6 7 1 6 7��,® 8 j 9 cz, DEED 2020-49108 ! . 440' �,DEED o I 1119 DEED 1 �'' DEED 2024-03173 °o HELD 020-49965 2020-50025 o� o W 6 5 4 3 W I I i 4i "QUIMBY" 0+00.00 P.O.B. N. 207, 732.469 E. 248,322.159 Q I Q �- j S29 S2$ 2 1 4 Z �! 7 S32 S33 3 pr 13 �,,; 83256 PLS 2016 1 i FORS OFF 4 ' 1Ltf�254 2 �ATNN-0+00.00p.os 1 55 i12Z 1123 N. 207, 486.058 HELD E 248 3Z2 208 SECTION 28 1123 N ^ 1253 7 � SECTION 29 QUIMBY AVE. CENTER LINE WAS °; � „ 6 �'r� RESOLVED BY HOLDING FOUND 3 1 /4 BRASS DISK -S - 2 If# -- POINTS 1119 AND 1111 FOR 30' OFFSET IN MON BOX PER OCRR 1925 REGISTERED PROFESSIONAL LAND SURVEYOR e OREGON DECEMBER 11, 2012 TIMOTHY JON WEAVER 86297 RENEWAL DATE: 6/30/24 C$21331 NW 1 /4 SECTION 33 T1 7S RI 2E WM POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1114 207188.32 248701.78 "3rd St" 54+74.65 39.51 LT SET 1 1 /4" BRASS PLUG IN CONC. "ODOT RP" POINT BEARS N88"34'26"E 0.5' 3946 207099.92 248587.80 "3rd St" 55+62.99 74.51 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINTS BEAR SO°3'5"W 3.66' AND 7.0, 3945 207099.82 248593.44 "3rd St" 55+63.09 68.87 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS S9"1 1'32"W 7.0' 3889 207096.38 248743.75 "3rd St" 55+66.61 81.43 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3944 207096.30 248604.08 "3rd St" 55+66.62 58.24 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS S23'23'09"W 7.0' 3890 207090.20 248728.37 "3rd St" 55+72.78 66.05 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3943 207089.37 248616.01 "3rd St" 55+73.55 46.31 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS S89'57'56"W 7.0' 3942 207063.96 248624.27 "3rd St" 55+98.97 38.06 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS S50"38'17"W 7.0' 3941 207025.92 248624.37 "3rd St" 56+37.01 37.98 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS 581'26'373W 2.0' AND 7.0' 1263 206786.42 248695.22 "3rd St" 58+76.55 32.75 LT SET 1.25" DIA BRASS PLUG STAMPED "ODOT RESET" 1264 206731.31 248629.29 "3rd St" 59+31.62 33.21 RT SET 1.25" DIA BRASS PLUG STAMPED "ODOT RESET" 1262 206724.99 248695.38 "3rd St" 59+37.97 32.88 LT SET 1.25" DIA BRASS PLUG STAMPED "ODOT RESET" 3939 206716.13 248613.33 "3rd St" 59+46.79 149.18 RT I SET 5/8" IR. WITH YPC "ODOT RW" SET MONUMENTS 1141 77 "LAFAYETTE"7+79.97P.O.E OLNEY AVE CENTER LINE WAS RESOLVED PER CS16745 HOLDING 1114 AT 62.00' OFFSET AND 1115 AT 30.00' OFFSET "OLNEY" 5+79.85 P.O.E. N. 207, 7Z6.48Z E. 248, 902.233 ti w 30' 30' ills w HELD �• 00 2 9N U - O4% L o I- - w o 2 LnT ELD 'NORTON" 5+79.87 P.O.E. 7 N. 206, 756.344 76 E. 248, 902.256 MARSHALL AVE WAS RESOLVED BY HOLDING 30' OFFSET FROM POINT 1141 AND HOLDING THE CENTER LINE REFERENCE FROM POINT 1265 PER C.S. 11390 NE. 4TH ST '714A RSHA L L " 4 + 39.70 P.O.E./HELD N. Z06,OZ6.247 i 1 72 1 ' 8 9 N.206,386.570 E. 249,702. 757 ' i-------------- �� -------------I --- - E. 249, 702.367 1 13 7 10 NORTON AVE CENTER LINE WAS RESOLVED j j BY HOLDING 1117 AT A 40.00' OFFSET AND -` I I®® THE CALCULATED INTERSECTION POINT 9 74 i 6 OHO 77 OF NORTON AND 3RD ST. PER C.S. 17429. THESE "X" E#- SCRIBED POINTS WERE DESTROYED BY �" � ------- 41---ji-------- �� 7 - S 2 CONSTRUCTIONAND RESET AS 1262,1263 AND 1264. � 15 i ®� 8 I I ------�i-------- ----------- 18 1 Z _ - HELD � 7 1 ( 16 i 30 30 4 73 L4 - -I L--- - - 1134 --- 1118 7 42 DEED 2027-73670 HELD 3 DEED ZOZI 13671 - - - - - --------- 74 1 ! T 5! + 1 6 1S �4 ,3 12 1 7 6 - 1 DEED 2021-13672 3 I�5 2j 7 flo I ro j 3 2 1 7 0) I j 00 I I I DEED 2021-19814 o DEED 2027-79875 DEED 2027-73673 i "NORTON" 40 40 1 I 1 " DEED 2027-13674 i I 75 6 5 j 3889 4 Pl. 3+40. 04 �� �- + i 74ARSHALL 0+00. 00 P.D.B. I �� ►� DEED 2021-13675 DEED 2027-54209 ED 2020-56377P./. 3rd 5t 59+06.87 N. 206756. 0731 IZ8901 � P.I. 3rd St 62+77. 75 j 3892 1 N. 20b,385. 792 30' 30' DEED 2027-73676 � ,1 I o 7 I E. 249662.485 ' i E. 248,662.668 ' I i I 3893 5 4 I i 3896 3897 390 o DEED 2027 -29839 76 3901 0 1116 1263 .p S00007'42'E 891 3895 3898 3�899 11 3902 _ HELD 12b HELD (50-30'04'U9 2 �3894 n, - n, HELD o 1264 �, U.S. 97 (BUSINESS) N. 3RD ST. �, o SEE DETAIL ®115 HELD o 0 1125 1265 HELD 1127 1128 1129J 3934 0 w unn I + I I , ( ( I ! o +65.23 ,oho ,, I 10 ' I i 11 30' o o I I o -76347 i I I 30.,,.DEED 2027 W o4 DEED 2021-16342 1 I oo DEED 202 7- 7 6343 1 i 719 70 77 1 1. 4 -- ---81--- � ---------- � 3- O 2 �� 1 Z 6--�-S---I- 43--r2---I---- I I I I 1 � j "OLNEY" D+D0.00 P.O.B. p WNORTON" 0-/00.00 A0.8. N. 207, 726. 052 L4 N. 206, 755. 689 ' I E. 248,322.384 E. 248,322.444 ' CONTINUED SET MONUMENTS + 38 I I 1126 I 1 1 1138 3936 3935 6 7 3939 I I I I pL 1AFAYETTE"3+40.06 3937 40' 40' DEED ZOZD-55561 P.I. `3rd St" 66+36.61 DEED 2021-07780 o N.206026.334 i ! 30 , 30 -- -----5 8 -- i I ( E. 248662. 847 i 111370 =w ku 7 81 9 70 I 77 I 72 74 7 I 1 9 70 '77 1 72 a^ 4 9 o� cc Z Z 6 L4 2 43 3 ! 2 ! 7 POINT NORTHING EASTING STATION OFFSET DESCRIPTION 3938 206699.94 248622.47 "3rd St" 59+63.00 40.00 RT SET 5/8" IR. WITH YPC "ODOT RW', 3891 206420.36 248702.66 "3rd St" 62+42.61 40.00 LT SET 5/8" IR. WITH YPC "ODOT RW', 3892 206415.92 248731.92 "3rd St" 62+47.06 69.27 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 1265 206357.82 248625.72 "3rd St" 63+05.1 1 36.96 RT SET 1.25" BRASS PLUG STAMPED "ODOT RESET" 3893 206355.93 248713.29 "3rd St" 63+07.04 50.61 LT SET 5/8" IR. WITH YPC "ODOT RW" 3894 206333.99 248704.70 "3rd St" 63+29.00 42.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 1 127 206276.29 248622.91 "3rd St" 63+86.64 3 9.8 2 RT SET 1.25" DIA BRASS PLUG STAMPED "ODOT RESET" 1 128 206206.08 248623.01 "3rd St" 64+56.85 39.75 RT SET 1.25" DIA BRASS PLUG STAMPED "ODOT RESET" 1129 206156.08 248622.93 "3rd St" 65+06.84 39.85 RT SET 1.25" DIA BRASS PLUG STAMPED "ODOT RESET" 3895 206153.98 248704.77 "3rd St" 65+09.00 42.00 LT SET 5/8" IR. WITH YPC "ODOT Rw, 3896 206153.97 248716.79 "3rd St" 65+09.00 54.00 LT SET 5/8" IR. WITH YPC "ODOT RW', 3897 206096.98 248716.82 "3rd St" 65+66.00 54.00 LT SET 5/8" IR. WITH YPC "ODOT RW', 3898 206096.98 248704.83 "3rd St" 65+66.00 42.00 LT SET 5/8" IR. WITH YPC "ODOT RW,, 3899 206070.93 248704.82 "3rd St" 65+92.00 42.00 LT SET 5/8" IR. WITH YPC "ODOT RW,, 3900 206056.28 248714.13 St„ 66+06.69 51.30 LT SET 5/8„ IR. WITH YPC RW,, 3937 205996.37 248600.11 ;3rd St66+66.55 62.75 RT „ODOT SET 5/8 IR. WITH YPC ODOT RW" 3901 205996.28 248715.23 „3rd 3rd St„ 66+66.69 52.37 LT SET 1 1 /4,BRASS PLUG ODOT RW„ 3902 205983.95 248701.86 "3rd St" 66+79.02 38.99 LT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS N900E 1.0' 3936 205977.93 248620.86 "3rd St" 66+85.00 42.00 RT SET 5/8" IR. WITH YPC "ODOT Rw, 3935 205936.93 248620.89 "3rd St" 67+26.00 42.00 RT SET 5/8" IR. WITH YPC "ODOT RW, 3934 205936.93 248623.41 "3rd St" 67+26.00 39.48 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS NO-W 0.5' 44 14 6 5 4 � 15 �433 70 3 1 2 1 W �� ( OF 7777 �Q I 1130--------- - �- W 7 72 7 AFA YETTE" 0+00. 00 P. 0. B I N. 206, 026. 407 i E. 248, 322.786 NE. 2ND ST. SECTION 33 SECTION 32 POINTS HELD FOR LAFAYETTE ARE 1136 AND i i 1134 AT 30' OFFSET TO CENTER LINE. } ! 113601 i i i z i i i 100 50 0 100 FEET LEG EN i NETWORK CONTROL POINT i O FOUND MONUMENT AS NOTED ® SET REFERENCE POINT AS NOTED • SET MONUMENT AS NOTED i DESTROYED MONUMENT i NOT RESET w. , 70,21,114 ro - .�. � . MAE .p 0 .ram 3RD ST .p 'n Ln (D 3941 Ln J a) *4 ® 3942 O Ln ®3943 0 0 3944 3945ED 3946 (D Z O W DETAIL NOT TO SCALE Z NETWORK CONTROL POINT NORTHING EASTING STATION OFFSET I DESCRIPTION 115 1206843.2 248627.15 3rd St 58+19.728 35.295 �� SET 1 1 /8 COPPER PLUG ODOT 1 15 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DECEMBER11,2012 TIMOTHY JON WEAVER 86297 RENEWAL DATE: 6/30/24 00 O r` w Ln w w (A OREGON DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY BOUNDARY MONUMENTATION MAP U.S. 20: MERVIN SAMPELS-GREENWOOD (3rd ST. BEND) °EPARP CENTRAL OREGON HIGHWAY DESCHUTES COUNTY �S%'ORZ AS ODOT REGION 4 TECH CENTER DUNE, 2024 63055 N. HWY. 97 BLDG. M SCALE: 1 If = 100' BEND, OR 97703 KEY NO. 21483 SHEET 6 OF 8 to co "moo 21331-, 4 /5 L- SET MONUMENTS E. 248,322.886 ; DEED 2020-- 7DO 2 393: 0 5007 E. KEARNEYA VE N8905856E o 3932 c c &v NW 1 /4 SECTION 33 T1 7S R12E WM SEE SHEET 5 OF 8 1 12 72i 11 i 10 9 "KEARNEY" 7+80.27 P. O.E. i N. 205,665.928 KEARNEY CENTER LINE WAS RESOLVED BY HOLDING I I E 249,103.154 POINTS 1 132 AND 1144 AT A 30' OFFSET 1 137 DETAIL NOT TO SCALE o P- & POINT NORTHING EASTING STATION OFFSET DESCRIPTION 3933 205704.93 248623.01 "3rd St" 69+58.00 40.00 RT SET 5/8" IR. WITH YPC "ODOT RW" 3903 205704.25 248701.02 "3rd St" 69+58.72 3 8. 01 LT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS N89025'33"E 2.0' 5007 20569S.78 248613.90 "3rd St" 69+67.14 49.11 RT SET 5/8" IR. WITH YPC "ODOT RW" 3904 205695.80 248714.47 "3rd St" 69+67.17 51.46 LT SET 5 /8" IR. WITH YPC "ODOT RW" 3905 205635.84 248716.71 "3rd St" 70+27.13 53.67 LT SET 5/8" IR. WITH YPC "ODOT RW" 3932 205635.76 248610.94 "3rd St" 70+27.16 52.10 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 3931 205628.95 248623.02 "3rd St" 70+33.98 40.00 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 3906 205628.96 248703.06 "3rd St" 70+34.01 40.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3925 205335.94 248602.63 "GW WEST" 7+90.00 40.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3926 205336.94 248602.63 "GW WEST" 7+90.00 41.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3927 205336.94 248609.65 "GW WEST" 7+97.00 41.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3928 205348.96 248619.64 "GW WEST" 8+07.00 53.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3929 205382.92 248619.64 "GW WEST" 8+07.00 87.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3930 205382.94 248623.15 "GW WEST" 8+10.51 87.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3907 205376.12 248708.52 "GREENWOOD" 0+45.36 80.15 LT SET 5/8" IR. WITH YPC "ODOT RW" 3908 205336.02 248762.73 "GREENWOOD" 0+99.54 40.00 LT SET 5/8" IR. WITH YPC "ODOT RW" 3915 205335.73 249957.19 "GREENWOOD" 12+94.00 39.05 LT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS NO*E 1.0' 3916 205339.73 249957.18 "GREENWOOD" 12+94.00 43.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3924 205258.72 249999.23 "GREENWOOD" 13+36.00 37.99 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS SO'E 2.0' 3923 205240.74 250023.17 "GREENWOOD" 13+59.93 55.98 RT SET 5/8" IR. WITH YPC "ODOT RW" 3917 205339.72 250023.18 "GREENWOOD" 13+60.00 43.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3922 205248.78 250083.15 "GREENWOOD" 14+19.91 48.00 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 3918 205340.34 250083.18 "GREENWOOD" 14+20.00 43.59 LT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS NO'E 3.0' 3919 205336.79 250106.16 "GREENWOOD" 14+43.00 40.00 LT SET 1 1 /4" BRASS PLUG "ODOT RW" 3921 205248.77 250142.23 "GREENWOOD" 14+79.00 48.00 RT SET 1 1 /4" BRASS PLUG "ODOT RW" 3920 205257.82 250163.26 "GREENWOOD" 15+00.00 138.98 RT RP. SET 1 1 /4" BRASS PLUG "ODOT RP" POINT BEARS SO"E 1.0' NFTWORK CONTROL POINT NORTHING EASTING STATION OFFSET DESCRIPTION 112 205541.40 248700.39 "3rd St" 71 +21.57 37.30 LT SET 1 1 /8" COPPER PLUG "ODOT 112" ill 205261.73 248261.11 "GW WEST" 4+48.45 34.16 RT SET 1 1 /8" COPPER PLUG "ODOT 1 11 In 110 205257.80 248793.95 "GREENWOOD" 1 +30.71 38.22 RT SET 1 1 /8" COPPER PLUG "ODOT 1 10" 109 205334.50 249089.91 "GREENWOOD" 4+26.73 38.31 LT SET 1 1 /8" COPPER PLUG "ODOT 109" 108 205261.40 249259.77 "GREENWOOD" 5+96.55 34.89 RT SET 1 1 /8" COPPER PLUG "ODOT 108" 107 205334.65 249724.29 "GREENWOOD" 10+61.1 1 38.10 LT SET 1 1 /8" COPPER PLUG "ODOT 107" SHEET 7 FOUND CROSS STREET MONUMENTS E. KEARNEYA VE h 5t" 0+00.00 P.O.B. 205, 636.775 1 250, 053.7 04 , ti�Zl 1 2 w OL 46 o O __j 76 j 75 j74 -ED 2022-13762 1 ' Q N89°58'11,'E N .r 661.58' ll? .N .N 4-% 0 00 o Wth 5t" 6+80.02 P.O.E. 119 5 N. 204, 956.758 HELD E. 250, 053.316 POINT I NORTHING EASTING STATION OFFSET DESCRIPTION 1 132 205635.76 248572.91 "KEARNEY" 2+50.02 30.00 RT FD.1 /2 " IR. CS06239 HELD 1137 205696.07 248927.96 "KEARNEY" 6+05.08 30.19 LT FD. 1 /2" IP.W/NAIL CS14076 1 144 205635.93 249103.16 "KEARNEY" 7+80.27 30.00 RT FD. RR. SPIKE CS 08420 HELD 1133 205335.87 248062.66 "GW WEST" 2+50.01 40.00 LT FD. 3/4" IR. CS06194 HELD 1167 205335.95 248610.13 "GW WEST" 7+97.48 40.00 LT FD 5/8" IR W/YPC "ODOT R/W" CS18490 DESTROYED HELD 1142 205336.00 248759.09 "GREENWOOD" 0+95.90 40.00 LT FD. 11 /2" ALUMCAP "ODOT R/W" CS12889 HELD FOR GREENWOOD EAST 2015 205256.06 248762.02 "GREENWOOD" 0+98.79 39.94 RT FD 1 1 12" DIA ALU DISK. STAMPED " OREGON DEPT OF TRANS R/W 1997". CS 17429. 2014 205253.54 248762.03 "GREENWOOD" 0+98.80 42.47 RT FD 1 1 /2" DIA ALU DISK. STAMPED " OREGON DEPT OF TRANS R/W 1997". CS 17429. 1148 205336.08 249213.31 "GREENWOOD" 5+50.12 39.82 LT FD.5/8" IR. CS06261 1151 205336.22 249723.10 "GREENWOOD" 10+59.91 39.67 LT FD 1 /2" IR CS06306 1197 205256.90 249773.46 "GREENWOOD" 11 +10.23 39.67 RT FD. 1 /2" IR. CS06288 1152 205336.57 249823.25 "GREENWOOD" 11 +60.06 39.96 LT FD.1 /2" IR. CS06286 1196 205256.87 249848.40 "GREENWOOD" 11 +85.17 39.75 RT FD. 1 /2" IR. CS06299 1156 205337.14 250767.74 "GREENWOOD" 21 +04.55 40.00 LT FD. 3/4" IP. C506341 HELD 1 154 205496.59 250023.15 "6th St" 1 +40.17 30.00 RT FD. 1 /2" IP. CS06284 HELD 1195 204956.87 250083.32 "6th St" 6+79.92 30.00 LT FD. BOLT CS06333 HELD ioo so o ioo FEET LEGENt2 NETWORK CONTROL POINT REGISTERED PROFESSIONAL N O FOUND MONUMENT AS NOTED LAND SURVEYOR (D SET REFERENCE POINT AS NOTED ��. 4,�X- 0 SET MONUMENT AS NOTED OREGON 0 DESTROYED MONUMENT DECEMBER 11,2012 NOT RESET TIMOTHY JON WEAVER 86297 RENEWAL DATE: 6J30/24 &%A% CS2133.9- SHFFT 2 FOUND M0NUMFNTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1062 216040.92 247786.98 "1397" 745+62.35 50.21 RT FD. 5/8" IR. W/YPC "LS1068" CS02599 1066 21 S989.28 247877.46 "B97" 745+90.46 50.10 LT FD. 3/4" IP. CS 02562 1067 215874.03 247848.27 "1397" 747+09.35 49.78 LT FD. 1 /2" IP. CS08619 CS08626 1061 215792.80 247725.07 "1397" 748+18.07 50.01 RT FD. 3/4" IR. IN CONC 748+17.7 HELD 1065 215768.49 247822.08 "1397" 748+18.09 50.01 LT FD. 5/81R. ILLEGIBLE. AL CAP 748+17.7 HELD 1059 215496.60 247664.39 "B97" 751 +15.22 52.62 RT FD. 5/8" IR. LAYING DOWN CS 11731 13080 215331.09 247748.59 "B97" 752+69.97 49.99 LT FD. 3/4" INSIDE DIAMETER IRON PIPE CS 21041 1058 215331.45 247648.75 "B97" 752+78.20 49.52 RT FD. 2 1 /2" BRASS CAP "L10,L1 1 1988 LSl 020" 1057 215331.69 247638.85 "B97" 752+78.78 59.400 RT FD. 5/8" IR. W/RPC "LS1020" CS08402 1056 215229.20 247631.68 "1397" 753+79.44 59.71 RT FD. 5/8" IR. CS08402 13090 214871.90 247745.62 "1397" 757+37.83 49.69 LT FD. 5/8" IR. WITH YPC "HWA" CS 21041 1055 214825.79 247638.82 "1397" 757+74.93 60.55 RT FD. 5/8" IR. CS08402 13000 214660.08 247668.89 "B97" 759+39.85 50.12 RT FD. 5/8" IR. WITH YPC "LS2527" CS19876 11420 214645.05 247671.24 "1397" 759+54.82 50.00 RT FD. 5/8" IR. WITH YPC "LS2527" CS19876 HELD 4016 214660.03 247769.97 "B97" 759+54.90 49.83 LT FD. 1 /2" IR. CS 08611 1060 214548.53 247786.99 "B97" 760+67.69 49.84 LT FD. 5/8"IR. "KERN LS1081" CS02655 11430 214467.71 247698.45 "B97" 761 +34.23 49.88 RT FD. 5/8" IR. WITH YPC "LS2527" CS19876 1007 214190.93 247841.62 "B97" 764+29.44 49.90 LT FD. 5/8" IR. W/YPC "KERN 1-51081" CS02655 DESTROYED 1012 214025.45 247892.13 "1397" 766+00.65 74.87 LT FD. 5/8" IR. W/YPC "KERN LS1081" CS02655 DESTROYED POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1013 213823.60 247898.37 "B97" 768+01.13 50.59 LT FD. 5/8" IR. CS06039 DESTROYED 1014 213702.04 247916.30 "B97" 769+24.00 49.98 LT FD. 3" BRASS CAP "CWEC" CS 18796 1052 213557.61 247806.85 "B97" 770+50.27 80.00 RT FD. 5/8" IR. W/ YPC "DEA INC" CS131 15 1016 213257.36 248100.61 FD. 5/8"IR. CS06039 1017 213212.93 248107.29 FD. 5/8"1R. CS06039 1042 212581.41 247986.36 "B97" 780+42.38 49.80 RT FD. 5/8" IR. W/YPC "HWA" CS18841" 1041 212532.14 247986.57 "B97" 780+91.1 1 57.03 RT FD. 5/8" IR. W/YPC "HWA" CS18841" 1040 212447.13 248000.38 "1397" 781 +77.24 56.20 RT FD. 5 J8" IR. W/YPC "HWA" CS18841 " 1039 212411.80 247996.92 "B97" 782+11.64 64.94 RT FD. 5 /8" IR. W/YPC "HWA" CS18841 " 1038 212401.82 247993.25 FD. 5J8" IR. W/YPC "HWA" CS18841" 1037 212369.22 247844.16 FD. 5 /8" IR. W/YPC "HWA" CS18841 " 1036 212381.35 247931.61 FD. 5/8" IR. CS18841" 1034 212383.96 247975.30 FD. 5 /8" IR. W/YPC "HWA" CS18841 " 1035 212380.79 247966.52 FD. 5 J8" IR. W/YPC "HWA" CS18841 " 1028 212298.74 247894.06 FD. 5 /8" IR. W/YPC "HWA" CS18841 " 1027 212294.93 247875.30 FD. 5/8" IR. W/YPC "HWA" CS18841" 1029 212294.29 247930.94 FD. 5i8" IR. W/YPC "HWA" CS18841" 1030 212292.18 247944.06 FD. 5 /8" IR. W/YPC "HWA" CS18841 " 1031 212287.91 247999.33 FD. 5 j8" IR. W/YPC "HWA" CS18841 " 1033 212231.04 248037.16 "B97" 783+98.23 50.50 RT FD. 5 j8" IR. W/YPC "HWA" CS18841" 1068 212120.91 248045.19 "B97" 785+12.05 51.90 RT FD. 5 /8" IR. CS18841 1069 212088.64 248045.88 "B97" 78S+45.68 52.39 RT FD. S /8" IR. W/YPC "HWA" CS18841 " 1070 212076.31 248031.95 "B97" 785+58.33 66.54 RT FD. 5/8" IR. W/YPC "HWA" CS18841 " 611:1-1:111asloll] ►19IM:lobmlkq`l1:4a11111111u161011Ju14011 W POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1050 213691.87 247550.02 "O.B. RILEY' 768+14.22 30.13 RT FD. 3/4" IP. CS2613 1048 213728.20 247597.94 "O.B. RILEY" 768+14.75 30.00 LT FD. 5/8" IR. WYPC "DEA INC" CS131 15 HELD 1047 213740.50 247613.87 "O.B. RILEY" 768+14.75 50.13 LT FD. 5/8" IR. WYPC "DEA INC" CS131 15 1049 213679.10 247534.60 "O.B. RILEY' 768+14.91 50.15 RT FD. 5/8"IR. W/YPC "CWEC" CS02613 1051 213548.42 247747.32 "O.B. RILEY' 770+43.74 50.02 LT FD. 5/8" IR. WYPC "DEA INC" CS13115 1045 213123.80 247848.89 "O.B. RILEY' 774+69.44 49.94 RT FD. 5/8" IR. W/YPC "PROPERTY CORNER" CS 02573 1044 212985.31 247897.60 "O.B. RILEY" 776+19.S5 50.08 RT FD. 5/8" IR. W/YPC "HWA" CS18841" 1043 212647.34 247976.36 "O.B. RILEY" 779+74.67 50.07 RT FD. 5 /8" IR. W/YPC "HWA" CS18841 " 1022 212371.25 248154.96 "BUTLER MKT" 10+76.03 38.03 LT FD. 5/8" IR. W/BPC "BW" CS17813/17832 1023 212370.67 248167.96 "BUTLER MKT" 10+88.00 36.00 LT FD. PK W/BRASS WASHER "BW' CS17813/17832. HELD 1024 212369.24 248287.82 "BUTLER MKT" 12+00.05 36.00 LT FD. 5/8"IR. W/YPC "HWA" CS18796 HELD 1019 212409.34 248113.87 "3rd SC 1 +79.16 50.30 LT FD. 5/8" IR. W/BPC "BW" CS17813/17832 1073 212145.14 248174.12 "3rd St" 4+49.43 70.00 LT FD. 11 /2" ALUMCAP "OSHD" PS 4+49.43 HELD 1071 21 1799.90 248232.29 "3rd St" 8+03.37 69.07 LT FD. 5/8"IR. W/YPC "SCES" CS02924 0!192i^s7a111,1all ►viral0lll►VA121!1LN POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1088 209471.12 248751.11 "3rd St" 32+34.53 50.35 LT FD. 1 1 /2" ALUM. CAP "OREGON STATE HWY DIV" PER ODOT 88-19-11 1082 209345.51 248621.03 "3rd St" 33+76.60 61.07 RT FD. 1 /2" IR. CS09529 1 105 208875.51 248701.43 "3rd St" 37+87.46 40.00 LT FD. RR. SPIKE CS17701 HELD FOR 3RD ST 1096 208877.1 248621.41 "3rd St" 38+38.70 40.02 RT FD. 3/4" IR. CS02925 DESTROYED HELD POSITION FOR 3RD ST. 1099 208650.63 248621.25 "3rd St" 40+12.29 40.29 RT FD. 1 /2" IP. CS09509 1100 208391.23 248621.18 "3rd St" 42+71.70 40.49 RT FD. 5/8" IR. CS09504 LEANING .10 WEST 1 106 208163.32 248701.80 "3rd St" 44+99.65 40.02 LT FD. 5/8" IR. W/YPC "ODOT R/W" CSl 8490 1166 208043.28 248621.83 "3rd St" 46+19.65 40.02 RT FD. 5/8" IR. W/YPC "ODOT R/W" CS18490 1120 207937.54 248621.85 "3rd St" 47+25.39 40.05 RT FD.5/8" IR. CS09520 1121 207912.66 248621.89 "3rd St" 47+50.27 40.03 RT FD.5/8" IR. W/YPC "LS1642" CS09520 1113 207356.31 248701.50 "3rd St" 53+06.66 39.31 LT FD. 5/8" IR. CS10575 1124 207296.18 1248622.10 "3rd St" 53+66.76 --T40.11 RT FD. 5/8" IR. W/PLASTIC CAP "LS1020H CS14201 SHEET 5 FOUND CROSS STREET MONUMENTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1080 209470.74 248481.02 "VAIL" 0+86.14 30.00 RT FD. 5/8" IR. W/YPC "PLS 1642" CS09S35 HELD 1091 209470.5 248621.03 "VAIL" 2+26.14 30.00 RT FD. 5/8" IR. CS09535 HELD 1093 2091 10.83 248471.41 "Underwood" 1 +49.97 30.00 RT FD. 1 "BRASS CAP "BECON" CS18737 HELD 1094 209170.38 248481.25 "Underwood" 1 +59.84 2 9.5 5 LT FD. 5/8" IR. W/YPC "LS1026" CS09529 1092 209171.07 249001.45 "Underwood" 6+80.04 30.00 LT FD. 5/8" IR. W/YPC "HA MCCOY 65686 LS" CS18937 HELD 1098 208750.96 248461.47 "THURSTON" 1 +40.00 30.00 RT FD. 1 /2" IP. CS09508 HELD 1097 208810.S7 248621.64 "THURSTON" 3+00.01 30.00 LT FD. BOLT CS09S1 1 DESTROYED DURING CONSTRUCTION HELD 1 103 208441.06 248480.53 "SEWARD" 1 +S9.3S 30.00 RT FD. 1 /2" IR. CS09517 HELD 1 104 208501.04 248480.86 "SEWARD" 1 +59.69 30.00 LT FD. 1 /2" IP. CS09509 HELD 1102 208140.61 248321.32 "REVERE" 3+44.89 39.53 LT FD. 5/8" IR. W/YPC "BAXTER SURVEYING" CS 19099 1 101 208140.86 248461.30 "REVERE" 4+84.88 39.69 LT FD. 5/8" IR. W/YPC "BAXTER SURVEYING" CS 19099 1165 208061.26 248603.81 "REVERE" 6+27.33 40.00 RT FD. 5/8" IR. W/YPC "ODOT R/W" CS18490 DESTROYED HELD 1163 208061.31 24872S.85 "REVERE" 7+49.38 40.00 RT FD. 5/8" 1R. W/YPC "ODOT R/W" CS18490 DESTROYED HELD 1110 208060.78 248919.84 "REVERE" 9+43.37 40.64 RT FD. 1 " IP. CS09552 12S4 207761.69 248322.06 "QUIMBY"-0+00.15 29.23 LT FD. 5/8" IR. CS09520 1119 207762.16 248497.12 "QUIMBY" 1 +74.91 30.00 LT FD.5/8" IR. CS09520 1 1 1 1 207761.48 248902.00 "QUIMBY" 5+79.79 30.00 LT FD. 5/8" IR. W/YPC "BAXTER LS2041" CS12496 HELD 1253 207455.87 248268.75 FD.5/8" IR. "COOK ENG LS1026" CS8036 12SS 207S16.06 248322.21 "PENN" 0+00.00 30.00 LT FD. 5/8" IR. CS09S02 1 122 207456.15 248322.13 "PENN"-0+00.10 29.90 RT FD. 5/8" IR. CS10576 1 123 207471.01 248268.70 FD. 3 1 /4" BRASS CAP DCSO 832S6 PLS 2016 IN MON BOX 1257 207515.98 248852.24 "PENN" 5+30.02 30.03 LT FD. 5/8" IR. W/YPC "DEJANATT LS2208" 12S6 207455.94 248901.77 "PENN" 5+79.57 30.00 RT FD.5/8" IR. W/YPC "DEA INC" CS1674S SHEET 6 FOUND MONUMENTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1116 206896.14 248702.32 "3rd St" 57+66.83 39.91 LT FD. 5/8" IR. SMOOTH CS10579 1125 206640.90 248622.52 "3rd St" 60+22.03 40.02 RT FD. 5/8" IR. W/YPC CS10569 ILLEGIBLE 1126 206355.97 248622.81 "3rd St" 63+06.95 39.87 RT FD. 1 /2" IR. CS10716 1127 206276.27 248622.88 "3rd St" 63+86.66 39.85 RT FD. SPIKE CSi 0718 DESTROYED 1128 206206.07 248622.98 "3rd St" 64+56.86 39.78 RT FD. 5 /8" IR. SMOOTH CS10719 DESTROYED 1129 206156.08 248622.92 "3rd St" 65+06.84 39.86 RT FD. 3/4" IR. CS10719 DESTROYED 11380 1206056.12 248622.90 "3rd St" 66+06.81 39.93 RT JFD. 5/8" IR. WITH YPC "HWA" CS 20559 SHEET 6 FOUND CROSS STREET MONUMENTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1114 207188.33 248702.27 "OLNEY" 3+79.94 62.00 LT FD. 5/8" IR. WITH YPC ILLEGIBLE CS16745 DESTROYED HELD POSITION 1115 207156.36 248734.35 "OLNEY" 4+1 1.99 30.00 LT FD. 5/8" IR. W/YPC ILLEGIBLE CS16745 HELD 1264 206731.32 248629.29 "NORTON" 3+06.82 24.71 RT FD. SCRIBED X IN CURB CS1 1390 DESTROYED HELD POSITION 1263 206786.41 248695.23 "NORTON" 3+72.82 30.30 LT FD. SCRIBED X IN CURB CS1 1390 DESTROYED HELD POSITION 1262 206725.00 248695.38 "NORTON" 3+72.90 31.11 RT FD. SCRIBED X IN CURB CS1 1390 DESTROYED HELD POSITION 1118 206715.62 248832.60 "NORTON" 5+10.11 40.65 RT FD. 1 /2" IP.LAYING HORIZONTAL CS10583 1117 206796.34 248902.26 "NORTON" 5+79.86 40.00 LT FD.1 /2 " IR. CS10580 HELD 126S 206357.82 248625.72 SET 1.25" BRASS PLUG STAMPED "ODOT RESET". PER CS1 1390 HELD 1141 206416.57 249102.33 "MARSHALL" 4+39.72 30.00 LT FD. 1 /2" IP. CS12099 HELD 1 130 205996.57 248372.99 "LAFAYETTE" 0+50.21 29.82 RT FD. 1 /2" IR. CS06243 11360 206056.04 248482.97 "LAFAYETTE" 1 +60.18 29.67 LT FD. 5/8" IR. WITH YPC "HWA" CS 20559 11370 206056.06 248548.00 "LAFAYETTE" 2+25.21 29.70 LT FD. 5/8" IR. WITH YPC "HWA" CS 20559 11380 206056.12 248622.90 "LAFAYETTE" 3+00.11 29.78 LT FD. 5/8" IR. WITH YPC "HWA" CS 20559 1 136 205996.33 248702.76 "LAFAYETTE" 3+79.98 30.00 LT FD. 1 /2" IP. CS06245 DESTROYED DURING CONSTRUCTION HELD 1135 205996.25 248792.99 "LAFAYETTE" 4+70.21 30.06 RT FD. 1 /2" IR. W/YPC "DURYEA LS59638" CS19232 1134 205996.30 248852.69 "LAFAYETTE" 5+29.91 30.00 RT FD. 1 /2" IR. W/YPC "DURYEA LS59638" CS 19232 HELD SHEET 7 FOUND MONUMENTS POINT NORTHING EASTING STATION OFFSET DESCRIPTION 1 131 205625.60 248622.37 "3rd St" 70+37.33 40.68 RT FD.3/4" IP. ORIGIN UNKNOWN 2013 205202.23 248701.49 "3rd St" 74+60.74 38.24 LT FD 1 /2" BENT IRON PIPE. SHOT AT POINT OF ROTATION. CS 17429. 2012 205198.51 248705.69 "3rd St" 74+64.46 42.43 LT FD 5/8" IR W/ 1 1 /2" DIA ALU CAP. STAMPED "OREGON DEPT OF TRANS R/W 1997". CS 17429. rl 266 1205156.19 1248703.291"3rd St" 75+06.78 140.00 LT FD. 1 /2" IP. INSIDE DIAMETER HELD FOR 3RD ST TABLE ABBREVIATIONS: FD.-FOUND IR.- IRON ROD W/ - WITH IP. - IRON PIPE YPC - YELLOW PLASTIC CAP RPC - RED PLASTIC CAP RP - REFERENCE POINT CS - COUNTY SURVEY BPC - BLUE PLASTIC CAP ALUM - ALUMINUM CONC - CONCRETE PK - NAIL LT - LEFT RT - RIGHT ID - INSIDE DIAMETER REGISTERED PROFESSIONAL LAND SURVEYOR N OREGON DECEMBER 1 1, 2012 TIMOTHY JON WEAVER 86297 RENEWAL DATE: 6/30/24