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HomeMy WebLinkAboutSurvey 20543C-W 1/16 S30 FOUND 3/4" IP, PER R4, BENT, TIED SPIN HOLE (N00'00131"E 9.00')R6,R7 N00'03'21 "W 9.00' - MONUMENT - (S89'46'28"E 257.75')R8 NOT FOUND 257.75' (262.69')R2 (257.75')R3 N88'50'08"E 245.06' kV 64.51' SEE DETAIL A, (N88'49'49"E 245.06')R6,R7 \ (64.51' CALCULATED SHEET 2, FOR o o FROM R6 AND R7) ADDITIONAL FOUND Ui Lo W 49.95' (49.97')R2 MONUMENTATION o S89'45'41'E 12.75' AND DIMENSIONING o ALONG NORTHERLY Z LINE AND SW \Ri ANTELOPE AVENUE.0 Its O. . N O r- o rn to to of M NNNNNIR NM re) M � ro 'o M r W W U-1 W � C O Q o 0 0 o Z Q z z z �v z O Z PARCEL 2 PAR77170N PLAT NUMBER 1999-J SW 1/16 S30 FOUND 3/4" IP W/YPP INSCRIBED "POVEY & ASSOC!, PER R5, HELD; ALSO FOUND A 1/2" IR, UNKNOWN ORIGIN, BEARS S65'20'37"W 0.14' FROM IP, DID NOT HOLD (S89'46'00"E 1317.79')R6 (S89'49'10"E 1317.81)R5 (S89'48'56"E 1317.86')R4 (S89'48'56"E)R3 (S89'48'56"E 1322.80')R1,R2 C 1/4 S30 S89'45'41 "E 1317.88' FOUND 3/4" IP, 1060.13' (1060.11')R2 PER R1 945.66' (945.59')R6 DESCHUTES COUNTY SURVEYOR FILED �OZ-6 12*74 BY: Pierck WARRANTY DEED PREPARED FOR YOLUME 288, PAGE IJI,, RECORDED NOYEMSER 20, 1978 EXISTING 70' COID LATERAL B \ (54.95')R2 EASEMENT PER R2 (54.92')R8 54.92' 'L5°p 31.27' 1, S64'46'20"W 25.00' PROPERTY LINE TO REFERENCE MONUMENT (70.00' MONUMENT TO MONUMENT) STATUTORY WARRANTY DEED 2021-28328 FOUND 1 /2" IP PER R2 832 51 ' '14"E 887 4 (Sg 2 0 jS "Ol "E 887 "i rVu S80'3J'JO"E Sw 887.377'Rg BgpGER AVEN UE \ EXISTING 30' ROW DEDICATED PER VOLUME 360, \� PAGE 207, RECORDED ire WARRANTY DEED AUGUST 4, 1982, DRDC \cr�, INSTRUMENT NUMBER � 20IJ-454JJ STATUTORY WARRANTY DEED INSTRUMENT NUMSER 2020-38391 LOT 195 3N�p LOT 167 AREA = 16.197 ACRES f Lb. \ \. LOT 168 S65'02'14"W 25.00' PROPERTY LINE TO REFERENCE MONUMENT a' (59.00' MONUMENT TO MONUMENT) LOT 169 CURVE TABLE CURVE RADIUS CENTRAL ANGLE LENGTH CHORD Cl 350.00' 3110'55" 190.48' S09'22'19"E 188.14' ( )R8 (350.00') (3110'55") (190.48') (S09'22'14"E 188.14') C2 384.00' 3110'55" 208.98' S09'22'19"E 206.41' ( )R8 (384.00') (3110'55") (208.98') (S09'22-14"E 206.41) C3 325.00' 3110'55" 176.87' S09'22'19"E 174.70' C4 270.00' 2519'28" 119.34' N77'35'09"E 118.37' ( )R7 (270.00') (2519'29") (119.34') (N77'34'49"E 118.37') C5 300.00' 2519'28" 132.60' N7735'09"E 131.52' ( )R7 (300.00') (2519'29") (132.60') (N77'34'49"E 131.52) C6 330.00' 6'04'27" 34.98' N67'57'39"E 34.97' ( )R7 (330.00') (6'04'28") (34.99') (N67'57'19"E 34.97) (N89'52'58"W 642.47')R8 (N89'55'22"W 640.43')R3 (N89'55'22"W 651.10')R2 N89*53'02"W 642.46' 00 0 V � N r J J C14 N 83'46'51 "W 25.00' PROPERTY LINE TO 'r REFERENCE MONUMENT _ (59.00' MONUMENT TO MONUMENT) N o: v- N PAHLISCH HOMES, INC. 210 SW WILSON AVE. SUITE 100 BEND, OREGON 97702 FOUND 3/4" IP W/YPP INSCRIBED "POVEY & ASSOC!, "PRAIRIE CROSSING P.U.D., PHASES 1,11 AND III" (CS19650) RECORD OF SURVEY LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON SURVEYOR'S NARRATIVE MAY 69 2021 THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE OUTER BOUNDARYOF THE LANDS DESCRIBED IN STATUTORY WARRANTY DEED, INSTRUMENT NUMBER 2021-28328, OFFICIAL RECORDS OF DESCHUTES COUNTY. SCALE: 1 "=100 FEET 100 0 20 50 100 LOT 170 a� i I SW BADGER M CREEK DRIVE o M 3 L 00 � V ) IN LOT 181 co 00 04 N SEE DETAIL B, SHEET 2, FOR ADDITIONAL FOUND MONUMENTA11ON AND DIMENSIONING ALONG SW BADGER CREEK DRIVE Cl Ki N M Ir- N C-S 1/16 S30 co 3 `t FOUND 3/4" IP W/YPP N LOT 198 INSCRIBED "POVEY & o �' ASSOC.", "PRAIRIE CROSSING 34.Op' P.U.D., PHASES I,II AND III" 25.00 i (CS19650) 617.31' • ` BASIS OF BEARINGS - COCS N89'53'02"W 1316.96' WARRANTY DfED (N89'55'22"W 1325.59')R1,R2 INSTRUMENT NUYgER (N89'55'22"W 1314.92')R3,R4 2002-16207 (N89'56'12"W 1316.90')R5 (N89'52'58"W 1316.89')R8 674.51' (674.49')R2,R3 (674.42')R8 (45-43')R2 SW COYOTE AVENUE 45.20' 45.26' R8 25.14' (25.24')R2 0 0 0 co BEARINGS FOR THIS SURVEY ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DESCHUTES 13 TRANSFORMATION, DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN). THE BEARING ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 30, IS N89'53'020W. THE WEST LINE OF THE SUBJECT PROPERTY BEING ALONG A PORTION OF THE WEST LINE OF SAID NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 30, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE SW 1/16 CORNER PER PARTITION PLAT NUMBER 1999-3 (R5), AND BY HOLDING THE FOUND MONUMENT AT THE C-W 1/16 CORNER PER CS13488 (R4). SAID MONUMENTS WERE HELD AND RELIED UPON BY SURROUNDING PLATS AND SURVEYS ADJOINING THE SUBJECT PROPERTY. THE NORTHERLY LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS PER PARTITION PLAT NUMBER 2005-48 (R6). SAID MONUMENTS WERE HELD AS ORIGINAL PLAT MONUMENTS OF THE ADJOINING PLATTED LAND. THE EASTERLY LINE OF THE SUBJECT PROPERTY BEING THE CENTERLINE OF THE CENTRAL OREGON IRRIGATION DISTRICT (COID) LATERAL B, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS PER MAJOR PARTITION NUMBER MJP-78-20 (R2), AND PER "PRAIRIE CROSSING, PHASES 4 AND 5" (R8). THE MONUMENTATION PER MJP-78-20 (R2) WAS HELD TO RESOLVE THE PROPERTY LINE RATHER THAN THE CURRENT POSITION OF THE CENTERLINE OF THE LATERAL THE FOUND MONUMENTS WERE HELD AS MONUMENTS OF LONG-STANDING RECORD AND AS THE BEST EVIDENCE OF OFFSETS TO THE CENTERLINE OF THE CANAL AT THE TIME OF THE 1978 MAJOR PARTITION PLAT. THE NORTHEAST CORNER OF THE SUBJECT PROPERTY WAS ESTABLISHED BY HOLDING RECORD DISTANCE OF 257.75 (PER MINOR LAND PARTITION MP-79-122 (R3)) EASTERLY ALONG THE NORTH LINE OF SAID NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 30. THIS POSITION AGREES WITH THE FOUND MONUMENT PER MJP-78-20 (R2) LOCATED AT THE INTERSECTION OF THE WESTERLY CANAL EASEMENT LINE (25.00 FOOT WESTERLY OFFSET FROM LATERAL CENTERLINE) AND THE NORTH LINE OF SAID SECTION SUBDIVISION (MONUMENT SHOWN ON SHEET 2, DETAIL A). SUBJECT PROPERTY DEED (INSTRUMENT NUMBER 2021-28328) AND MJP-78-20 (R2) CALL FOR A DISTANCE OF 262.69 FEET FROM THE C-W 1/16 ALONG SAID SECTION SUBDIVISION LINE TO THE CENTERLINE OF THE LATERAL, THIS DISTANCE WAS BASED ON THE POSITION OF THE C-W 1/16 CORNER PER CS01407 (R1) WHICH DID NOT PROPERLY BREAK DOWN THE SECTION. SAID SURVEY HELD MID -POINT FOR THE C-W 1/16 CORNER RATHER THAN PROPORTIONING ACCOUNTING FOR THE GOVERNMENT LOTS ALONG THE WESTERLY TIER OF THE SECTION. THE SAME SURVEYOR LATER CORRECTED THE POSITION OF SAID C-W 1/16 WHICH WAS FILED AS CS13488 (R4). THE ERRONEOUSLY PERPETUATED CORNER POSITION WOULD HAVE FALLEN APPROXIMATELY 4.94 FEET WEST OF THE CURRENT HELD POSITION. HOLDING THE SAID DEED AND MJP-78-20 (R2) DISTANCE OF 262.69 FEET FROM THE CURRENT ACCEPTED C-W 1/16 CORNER WOULD HAVE CAUSED CONFLICT WITH THE MONUMENTS FOUND PER SAID MJP-78-20 (R2) ALONG THE EASTERLY LINE, AND THEREFORE SAID RECORD DISTANCE OF 262.69 FEET WAS NOT HELD. THE FOUND MONUMENT PER MJP-78-20 (R2) LOCATED ALONG SW BADGER AVENUE WAS HELD AS THE EASTERLY CANAL EASEMENT LINE (45.00 FOOT EASTERLY OFFSET FROM LATERAL CENTERLINE). THE PORTION OF THE EASTERLY LINE SOUTH OF SW BADGER AVENUE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTATION AND RESOLUTION PER THE ADJOINING PLAT OF "PRAIRIE CROSSING, PHASES 4 AND 5" (R8). THE SOUTH LINE OF THE SUBJECT PROPERTY BEING ALONG A PORTION OF THE SOUTH LINE OF SAID NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 30, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE SW 1/16 CORNER PER PARTITION PLAT NUMBER 1999-3 (R5), AND BY HOLDING THE FOUND MONUMENT AT THE C-S 1/16 PER PLAT OF "PRAIRIE CROSSING P.U.D., PHASES I, II, AND III" (CS19650). SAID MONUMENTS WERE HELD AND RELIED UPON BY SURROUNDING PLATS AND SURVEYS ADJOINING THE SUBJECT PROPERTY. EASEMENT NOTE THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A PROVIDED PRELIMINARY TITLE REPORT, BY WESTERN TITLE AND ESCROW, ORDER NUMBER WT0210595, DATED FEBRUARY 8, 2021. SPECIAL ITEMS LISTED IN SAID REPORT INCLUDED BUT NOT LIMITED TO: ITEM 9 COID LATERAL B AS SHOWN PER DESCHUTES COUNTY ASSESSORS MAP (MAPPED, EASEMENT PER R2) ITEM 10 RESERVATIONS OF RIGHTS OF WAY (DITCHES, CANALS, LATERALS) PER VOLUME 8, PAGE 242, RECORDED SEPTEMBER 14, 1910 (001D EASEMENT MAPPED PER R2) OFFSITE EASEMENTS WERE MAPPED PER RECORD PLATS AS NOTED HEREON. POTENTIAL EASEMENTS LOCATED ON SUBJECT PROPERTY THAT WERE NOT LISTED ON SAID REPORT OR CREATED AFTER SAID REPORT MAY NOT BE SHOWN ON THIS SURVEY. LEGEND SET 5/8" IRON ROD W/OPC INSCRIBED "AKS ENGR. REF MON" ❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER R6; HELD ❑❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER R7; HELD O FOUND 5/8" IRON ROD W/YPC INSCRIBED "H.A. MCCOY ENGR."; PER R8; HELD Q FOUND 5/8" IRON ROD WITH ALUMINUM CAP INSCRIBED N.A. MCCOY ENGR."; PER R8; HELD DENOTES FOUND MONUMENT AS NOTED; HELD UNLESS NOTED OTHERWISE IP IRON PIPE IR IRON ROD W/YPC WITH A YELLOW PLASTIC CAP W/YPP WITH A YELLOW PLASTIC PWG W/OPC WITH A ORANGE PLASTIC CAP CS DESCHUTES COUNTY SURVEY NUMBER DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE ORDC OFFICIAL RECORDS OF DESCHUTES COUNTY DRDC DEED RECORDS OF DESCHUTES COUNTY COCS CENTRAL OREGON COORDINATE SYSTEM COID CENTRAL OREGON IRRIGATION DISTRICT 46 12 j 20 Z t SHEET 1 OF 2 REGISTERED PROFESSIONAL JOB NAME: KIN' LAND SURVEYOR JOB NUMBER: 86E op OREGON DRAWN BY: JDF MARCH 8, 2016 JACOB D. POWELL CHECKED BY: JAC 90744PLS RENEWS: 12/31/2022 npAwiNr. Nin • Rr%� REFERENCES R1 RECORD INFORMATION PER CS01407, BY E. G. MANSFIELD, FILED JUNE 20, 1978, DCSO R2 RECORD INFORMATION PER MAJOR PARTITION NO. MJP-78-20, BY E. G. MANSFIELD, RECORDED JUNE 1, 1978, PARTITION PLAT CABINET 1, PAGE 41, ORDC, AND FILED AS CS01401, DCSO R3 RECORD INFORMATION PER MINOR LAND PARTITION MP-79-122, BY ROBERT R. POVEY, DATED JULY 17, 1979, FILED AS CS01387, DCSO R4 RECORD INFORMATION PER CS13488, BY E. G. MANSFIELD, FILED DECEMBER 14, 1998, DSCO R5 RECORD INFORMATION PER PARTITION PLAT NUMBER 1999-3, BY ROBERT R. POVEY, RECORDED JANUARY 11, 1999, PARTITION PLAT CABINET 1, PAGE 734, ORDC, AND FILED AS CS13511, DCSO R6 RECORD INFORMATION PER PARTITION PLAT NUMBER 2005-48, BY PETER A. MANLEY, RECORDED JUNE 28, 2005, PARTITION PLAT CABINET 3, PAGE 148, ORDC, AND FILED AS CS16479, DCSO R7 RECORD INFORMATION PER PLAT OF "FORKED HORN BUTTE", BY DAVID R. WILLIAMS, RECORDED OCTOBER 20, 2008, PLAT CABINET H, PAGE 856, ORDC, AND FILED AS CS17850, DCSO R8 RECORD INFORMATION PER PLAT OF "PRAIRIE CROSSING, PHASES 4 AND 5", BY HAYES A. McCOY, RECORDED JUNE 02, 2020, PLAT CABINET I, PAGE 932, ORDC, AND FILED AS CS20233, DCSO "& 20543 LINE OF STONE/BOLDERS ALONG PORTION OF SECTION SUBDIVISION LINE 3.8' - PILE OF ROCK ALONG PORTION OF FENCE LINE OCCUPATION MAP o DILAPIDATED WOOD 00 RAIL FENCE (No R£ p0RD 0 0�'?84D ojl Eq�MENT US n, U F x D ON n� REP z UTILITY POLE OR) u- 42.4' SOUTH OF NORTH PROPERTY re LINE AND 15.3' EAST OF WEST x N PROPERTY LINE UTILITY PILE WITH ANCHOR - 25.6' WESTERLY OF PROPERTY LINE x w U Z W x O C5 (if N PARCEL 2 PARTIITGW PLAT NUMBER 1999-3 x x 1 6.7' co 0 0.5' �n CV oj 1 .1 uri x 1 10.4' QNW o- o �- �' o a �o- o "� \ o y, �J' \ � UP 2 2 00 � UTILITY PILE WITH ANCHOR 24.5' WESTERLY OF PROPERTY LINE UTILITY PILE 24.3' WESTERLY OF PROPERTY LINE EXISTING 25' COID LATERAL B EASEMENT PER R2 (WIRE FENCE LINE FOLLOWS EASEMENT LINE FAIRLY CLOSELY) 0 SCALE: 1 "=100 FEET 100 0 20 50 100 WIRE FENCE ON LINE XARRANTY DEED INSTRUMENT NUMBER 2002-16207 PREPARED FOR PAHUSCH HOMES, INC. 210 SW WILSON AVE. SUITE 100 BEND, OREGON 97702 EFILE CHUTES COUtdTTY SUAYEYOR p �I25 2ozr BY, .Gr fYARRANTY DEED IVLUME 288, PAGE 131, RECORDED NOtEMBER 20,, 1978 NOO'04'11"E 30.00' ---, (NOO'04'31'W 30.00')R7 1/16TH COR TO CL MON N00'04'11 "E 0.72' (N00'O4'31"W 0.72')R7N C-W 1/16TH CORNER - FOUND 3/4" IP, PER R4, BENT, TIED SPIN HOLE N00'00'39"E 15.00' (N00'00'31 "E 15.00')R6,R7 W BADS AEU f � _ WARRANTY DEED \INSTRUMENT NUMBER 2013--45433 LOT 166 LOT 167 a O_ Q LOT 169 LOT 169 v LOT 170 •� SW BADGER CREEK DRIVE LOT 198 x _ SW COYOTE AVENUE RECORD OF SURVEY LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON MAY 69 2021 DETAIL A SCALE 1" = 50' v� TRACT B �L 119• , TRACT A (60.45')R7 C4-�19.34 �� 70 AZ HORN BU77E" 60.46' - c� NO CAP ,132rooRl FOUND 1/2' IP, PER R2, (S89.4527E 60.29)R7 �L ,136� o 2BENT, TIED SPIN HOLE , �5% S89'45'07"E 60.29' (L=34.99')R7 15.00' (S89'46'00"E 127.21')R7 C6 L=34.98' S89'45'41 "E 127.22' S89'45'41"E 245.00' (S89'46'00"E 245.00')R6 �r 114.47' n 169.08' (169.07')R7 �., N88'50'08"E 245.06' M (N88'49'49"E 245.06')R6,R7 Q DAMAGED CAP, BENT, p TIED SPIN HOLE z I TOTAL N83'46'51 "W 59.00' I 75.98' (75.99')R7 10.59' - N00'03'21 "W 9.00' (N00'00'31"E 9.00')R6,R7 S89'45'41 "E 12.75' DETAIL B SCALE 1" = 50' 6.11' (6.1 O')R8 LOT 170 �- 34.19' (34.19')R8 co rpo M M 34.19' 141.50' (141.50')R8 Io T S89053'02"E 143.50' f (S89'52'58"E 143.50')R8 M T (34..19' M o SW BADGER CREEK DRIVE 34.19 Icc ITRACT C LOT 181 LOT 192 LOT >83 34.00' "PRAIR/E CROSS/ 0, PHASL�S 4 & 5" 25.00' 1 CURVE TABLE CURVE RADIUS CENTRAL ANGLE LENGTH CHORD Cl 350.00' 3110'55" 190.48' S09'22'19"E 188.14' ( )R8 (350.00') (3110'55") (190.48') (S09'22-14"E 188.14') C2 384.00' 3110'55" 208.98' S09'22'19"E 206.41' ( )R8 (384.00') (3110'55") (208.98') (S09*22'141 206.41') C3 325.00' 3110'55" 176.87' S09'22'19'E 174.70' C4 270.00' 2519'28" 119.34' N7735'09"E 118.37' ( )R7 (270.00') (2519'29") (119.34') (N77'34'49'E 118.37) C5 300.00' 2519'28" 132.60' N77'35'09"E 131.52' ( )R7 (300.00') (2519'29") (132.60') (N77'34'49"E 131.52') C6 330.00' 6'04'27" 34.98' N67'57'39"E 34.97' ( )R7 (330.00') (6'04'28") (34.99') (N67'57'1 VE 34.97') LEGEND 0 SET 5/8" IRON ROD W/OPC INSCRIBED 'AKS ENGR. REF MON" ❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER R6; HELD FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER R7; HELD 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "H.A. MCCOY ENGR."; PER R8; HELD Q FOUND 5/8" IRON ROD WITH ALUMINUM CAP INSCRIBED "H.A. MCCOY ENGR."; PER R8; HELD DENOTES FOUND MONUMENT AS NOTED; HELD UNLESS NOTED OTHERWISE IP IRON PIPE IR IRON ROD W/YPC WITH A YELLOW PLASTIC CAP W/YPP NTH A YELLOW PLASTIC PLUG W/OPC WITH A ORANGE PLASTIC CAP CS DESCHUTES COUNTY SURVEY NUMBER DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE ORDC OFFICIAL RECORDS OF DESCHUTES COUNTY DRDC DEED RECORDS OF DESCHUTES COUNTY COCS CENTRAL OREGON COORDINATE SYSTEM COID CENTRAL OREGON IRRIGATION DISTRICT 06 /,A/ SHEET 2 OF 2 REGISTERED PROFESSIONAL JOB NAME: KINT LAND SURVEYOR JP JOB NUMBER: 868" OREGON DRAWN BY: JDP MARCH 8, 2016 JACOB D. POWELL CHECKED BY: JAC 90744PLS RENEWS: 12/31/2022 nQAunKir_ Kin . QcQ- REFERENCES R1 RECORD INFORMATION PER CSO1407, BY E. G. MANSFIELD, FILED JUNE 20, 1978, DCSO R2 RECORD INFORMATION PER MAJOR PARTITION NO. MJP-78-20, BY E. G. MANSFIELD, RECORDED JUNE 1, 1978, PARTITION PLAT CABINET 1, PAGE 41, ORDC, AND FILED AS CS01401, DCSO R3 RECORD INFORMATION PER MINOR LAND PARTITION MP-79-122, BY ROBERT R. POVEY, DATED JULY 17, 1979, FILED AS CS01387, DCSO R4 RECORD INFORMATION PER CS13488, BY E. G. MANSFIELD, FILED DECEMBER 14, 1998, DSCO R5 RECORD INFORMATION PER PARTITION PLAT NUMBER 1999-3, BY ROBERT R. POVEY, RECORDED JANUARY 11, 1999, PARTITION PLAT CABINET 1, PAGE 734, ORDC, AND FILED AS CS13511, DCSO R6 RECORD INFORMATION PER PARTITION PLAT NUMBER 2005-48, BY PETER A. MANLEY, RECORDED JUNE 28, 2005, PARTITION PLAT CABINET 3, PAGE 148, ORDC, AND FILED AS CS16479, DCSO R7 RECORD INFORMATION PER PLAT OF 'FORKED HORN BUTTE", BY DAVID R. WILLIAMS, RECORDED OCTOBER 20, 2008, PLAT CABINET H, PAGE 856, ORDC, AND FILED AS CS17850, DCSO R8 RECORD INFORMATION PER PLAT OF "PRAIRIE CROSSING, PHASES 4 AND 5", BY HAYES A. McCOY, RECORDED JUNE 02, 2020, PLAT CABINET I, PAGE 932, ORDC, AND FILED AS CS20233, DCSO Z0543