14.36A 33-13-19 BEG AT NW COR NW 1/4 SD SEC TH N89DEG52'40"E982.16 FT,SD PT BEING ON N LINE NW 1/4;TH S01DEG31'14"W 173.46 FT TH S15DEG48'57"W 279.06 FT TH S52DEG09'23"W 89.49 FT TH N89DEG47'47"W 172.05 FT TH S0DEG27'06"E 289.3 FT TH S89DEG52'40"W 658.91
7.9A 34-13-19 BEG AT NE COR NE1/4 SD SEC TH S89DEG39'18"W ALONG N LINE SD NE QR 542 FT TH LEAVING SD N LINE S01DEGW 690 FT TH N78DEGE 343 FT TH N90DEGE 220.3 FT TO PT ON E LINE NE 1/4 SD SEC 34 TH N 0DEG09'48"WALONG SD E LINE 621.85 FT TO PT BEG WW35 (DI
11.62A 9-12-19 TR IN W/2 NW/4 DESC AS: BEG AT SW COR SD NW/4; TH N02DEG00'23"W, ASSUMED BEARING, ALONG W LINE SD NW/4 617.49 FT TO SLY LINE BNSF RAILWAY; TH S72DEG13'25"E ALONG SD SLY RAILWAY LINE 1413.91 FT TO E LINE SD W/2 NW/4; TH S01DEG50'57"E ALONG7
5.45A 30-13-19 BEG AT SW COR SE 1/4 SD SEC TH N 0DEG21'32"E 656.42 FT ALONG W LINE SD QR SEC TH N90DEGE 361.8 FT PARA WITH S LINE SD QR SEC TH S 0DEG21'32"W 656.42 FT PARA WITH W LINE SD QR SEC TO PT ON S LINE SD QR SEC TH N90DEGW 361.8 FT ALONG SD S LIN
5.13A 27-13-19 BEG AT SE COR SE 1/4 TH S89DEG46'16"W ALONG SLINE SD QR SEC 710 FT TH N30DEG13'27"E 430.9 FT TH N89DEG46'16"E 493.1 FT TO E LINE SD QR SEC TH S 0DEG00'08"W ALONG SD E LINE 371.46 FT TO PT BEG WW35 (DIV 2004 800505C).
10A 28-13-20 SE1/4 MORE PARTICULARLY DESC AS: BEG AT THE SE COR OF SD SEC 28; TH ALONG THE S LN OF SE1/4 OF SD SEC 28 S88DEG33'41"W (BEING AN ASSUMED BEARING) 996.94FT; TH N01DEG05'27"W 438.87FT; TH N88DEG46'19"E 996.91FT TO E LN OF SE1/4 OF SD SEC 28; T
5.92A 25-13-20 BEG AT SE COR SEC 25 TH S89DEG52'32"W 425.11 FT,SD PT BEING ON S LINE SE 1/4;TH N 0DEG22'29"W 606.22 FT TH N89DEG52'32"E 425.11 FT,SD PT BEING ON E LINE SE 1/4;TH S 0DEG22'29"E 606.22 FT TO PT BEG WW35 (SURVEY 545/1451 FILED12/22/1995)(DIV
5.023A 26-13-18 COM AT SE COR SE 1/4 TH N 10 RDS TH W 78 RDSTH S 10 RDS TH E TO PT BEG S5 FT OF TR DESC AS:BEG 10 RDS N OF SE COR SE 1/4 TH N 10 RDSTH W 78 RDS TH S 10 RDS TH E TO PT BEG CC WW35.
11.66A 28-13-20 BEG AT SW COR SW 1/4 TH N89DEG52'30"E ALONG S LINE SD QR 896.2 FT TH N01DEG55'E 561.35 FT TH S89DEG52'30"W 914.92 FT TO W LINE SD QR TH S ALONG SD W LINE 561 FT TO PT BEG WW35.
27.45A 25-13-18 BEG AT SW COR SW 1/4 TH N ALONG W LINE SD QRSEC ON ASSUMED BEARING N 0DEG05'35"E 1308.16 FT TO CORPS OF ENGINEERS BNDRY MONUMENT MARKING SLY LINE CORPS OF ENGINEERSCLINTON LAKE PROPERTY TH N89DEG56'53"E ALONG SD SLY CORPS OFENGINEERS PROP
18.91A 33-14-19 W SW 1/4 DESC:COM SW CR SW QR TH N00DEG00'00"W 52.5 FT TO PT BEG SD PT BEING ON W LN SW QR N RIGHT OF WAY LN HWY 56 TH CONT ALONG SDLN N00DEG00'00"W 616.71 FT TH N89DEG47'01"E 1328.15 FT SD PTBEING ON E LN OF W 1/2 OF SW QR TH ALONG SD L
3.32A 30-13-20 BEG AT SE COR SE 1/4 TH N 325 FT W 225 FT S 325 FT E 225 FT TO PT BEG;ALSO 30-13-20 BEG AT PT 325 FT N OFSE COR SE 1/4 SD SEC TH N ALONG E LINE SD SEC 120 FT TH W 325 FT TH S 445 FT TO S LINE SD SEC TH E ALONG SD S LINE 100 FT TH N 325 FT
10.001A 25-13-18 PARCEL IN SW 1/4 DESC AS:BEG AT SE COR SD SW 1/4;TH N89DEG52'05"W ALONG S LINE SD SW 1/4, 1321.13 FT TO SW COR SE 1/4 SW 1/4 SD SEC;TH N00DEG13'48"W 329.59 FT;TH S89DEG52'04"E 1322.46 FT TO E LINE SD SW 1/4;TH S00DEG00'00"W ALONG E LINE
2.65A 29-13-20 BEG AT SW COR SW 1/4 SD SEC TH N 0DEG14'07"E 346 FT TH N89DEG55'12"E 377.69FT TH S 0DEG14'07"W 346 FT TH S89DEG55'12"W 377.69 FT TO PT BEG WW35 (NEW DESC 1986).
9.454A 26-13-18 COM 10 RDS N OF SE COR SE 1/4 TH N 10 RDS W 78 RDS S 10 RDS E TO PT BEG,LESS S 5 FT THEREOF;ALSO COM 20 RDS N OF SE COR SE 1/4 TH N 10RDS W 78 RDS S 10 RDS E TO PT BEG,LESS N 5 FT THEREOF CC WW35 (100216C 216D COMBINED 1988).
10A 26-13-18 BEG AT SW COR OF W 20A OF S 110A OF SW 1/4 TH N640 FT ALONG W LINE SD 20A TH NELY TO PT ON E LINE 1178.5 FTN OF SE COR SD 20A TH S 1178.5FT TH W ALONG S LINE SD 20A TOPT BEG CC WW35.
7.44A 28-13-19 TR IN N 1/2 NW 1/4 DESC AS:COM AT NW COR NW 1/4 SD SEC;TH S01 49 05 E ALONG W LINE SD NW 1/4 SD SEC 1325.13 FT TO SW COR N 1/2 SD NW 1/4 SD SEC;TH N88 05 59 E ALONG SD S LINE SD N 1/2 SD NW 1/4 SD SEC 125.18 FT TO TRUE PT OF BEG;TH N33 29
3.79A 21-12-19 TR IN SW/4 DESC AS: COM AT SW COR SW/4; TH N89DEG55 45E 295 FT TO PT OF BEG, SD PT BEING ON S LINE SW/4; TH N00DEG04 15W 486 FT; TH N89DEG55 45E 340 FT; TH S00DEG04 15E 486 FT, SD PT BEING ON S LINE SW/4; TH S89DEG55 45W 340 FT TO PT OF BE
SHANK HILL BEG AT SE COR LT 1 TH N87DEG16'36"W 414.61 FT TO SW COR SD LT 1 TH NELY ON CURVE TO RIGHT RADIUS 140 FT FOR 100.18 FT TH N54DEGE 162.94 FT TH NLY ON CURVE TO LEFT RADIUS 730 FT FOR 85.92 FT TH E 162.2 5 FT TO PT ON E LINE SD LT 1 TH S ALONG SD
10.55A 16-14-19 SW/4 OF THE NW/4 OF THE SW/4 DESC AS: BEG AT THE NW COR OF THE SW/4 OF THE NW/4 OF THE SW/4; TH E 663.18FT; TH S 693FT; TH W 663.16FT TO THE W LN OF SD SW/4; TH N ALONG SD W LN 693FT TO HE PT OF BEG. LESS R/W (REDESCRIBE 2022 PER SURVEY 3
1.5A 34-11-18 BEG AT PT ON W LINE E 1/2 SD SEC 2058.91 FT N OF S LINE SD SEC TH S83DEG43'30"E 185 FT TH N 353 FT TH N83DEG43'30"W 185 FT TO W LINE SD E 1/2 TH S ALONG SD W LINE 353 FT TO PT BEG MGC.
15.43A 28-13-18 BEG AT PT 1708.68 FT S 222.26 FT E OF NW COR SE 1/4 TH S89DEG49'18"E 1754.24 FT TH S 0DEG22'16"E 278.59 FT TH S68DEG49'38"W 354.11 FT TH N88DEG40'36"W 1410.67 FT TH N07DEG45'07"W 98.87 FT TH N0DEG26'45"W 281.36 FT TO PT BEG CC WW35.
1.208A 8-13-21 BEG AT PT ON E LINE NW 1/4 NW 1/4 SD SEC 120.25 FT S OF NE COR SD NW 1/4 NW1/4 ON ASSUMED BEARING S 0DEG03'55"E,SD PT ON SLY R/W LINE KS HWY #10,TH CONT S 0DEG03'55"E 196.04 FT TH S89DEG52'20"W 239 FT TH N 0DEG03'55"W 239 FT TO PT ON SLY R
9.455A 26-13-18 BEG 490 FT N OF SE COR SE 1/4 ON E LINE SD QR TH N 0DEG 30'10"W ALONG SD ELINE 320 FT TH S89DEG16'29"W PARA S LINE SD QR 1279.46 FT TOW LINE OF E 78A SD QR TH S 0DEG34'08"E ALONG SD W LINE 320 FT TH N89DEG16'29"E PARA S LINESD QR 1279.09
90.44A 10-12-18 TR IN THE NW/4 DES AS: BEG AT THE NW COR OF SD NW/4; TH N88DEG04'26"E ALONG THE N LN OF SD NW/4 2655.18FT TO HE NE COR OF SD NW/4; TH S01DEDG10'35"E ALONG THE E LN OF SD NW/4 1623.11FT TO THE PROLONGATED S LN OF A TR OF LAND D 440/2213; T
30.092A 10-12-19 TR OF LAND INSE 1/4 DESC AS:BEG AT PT OF INTERSEC OF N R/W LINE ATSF RR WITH W LINE SE 1/4 SD SEC 10,SD PT BEG BEING 531.03 FT N 0DEG19'06"E (BEING ASSUMED BEARING) OF S QR COR SD SEC 10;TH ALONG W LINE SE 1/4 SD SEC N 0DEG19'06"E 1989.8
21.7A 10-12-19 BEG AT NW COR NE 1/4 TH E 14.91 CHS S 31 CHS E 11.11 CHS S 9 CHS W 26.02 CHS N 40 CHS TO PT BEG,LESS 3.09A TO DG CO KAW DR DIST,LESS 7AD 267/382;ALSO 52.417A IN RIV;ALSO SE 1/4,LESS 6.5A TO RR,LESS 3A SCHOOL,LESS 3A TO BALDWIN,LESS .22A TO
54.46A 10-12-19 BEG AT NE COR NE 1/4 TH W 120 RDS TH S TO N BANK KS RIVER TH IN ELY DIRECTION FOLLOWING N BANK SD KS RIVER TO PT WHERE N BANK SD KS RIVER INTERSECTS A LINE 80 RDS SOF N LINE SD NE 1/4 TH E ALONGSD 80A LINE TO E LINE SD NE 1/4 SD SEC 10 TH
5.11A 16-14-19 BEG AT SW COR SD SEC TH N ALONG W LINE 660 FTTH E 663.18 FT TH S 660 FT TO S LINE TH W 663.18 FT TO PT BEG,LESS 5.11A D 586/1000 COL WW35 (DIV 1997 900174C).
10A 16-14-19 COM AT 1/2" REBAR AT NE COR NW QR SD SEC TH S 0DEG14'12"W 1538.57 FT TO 1/2" REBAR ON E LINE SD NW QR TH S85DEG14'12"W 1669.93 FT TO 1/2" REBAR,THE PT BEG:TH N26DEG17'55"W 69.12 FT TO 1/2" REBAR ON CENTERLINE N 680 RD AS NOW EXISTS TH ALONG
37A 10-13-18 5A IN SW COR SE 1/4 SW 1/4;ALSO THAT PORTION OFSW 1/4 SW 1/4 SD SEC LYING S E OF CEN WAKA CR;ALSO W 20A OFSW 1/4 SE 1/4 SC WW35 (400270,276 279A COMBINED 1988).
593A 10-13-18 NE 1/4;ALSO NW 1/4;ALSO E 1/2 SW 1/4,LESS 1A RR,LESS 5A IN SW COR;ALSO ALL THAT PART OF SW 1/4 SW 1/4 N OFWAKA CR THAT PART OF NW 1/4 SW 1/4 E OF DEER CR;ALSO NW 1/4 SW 1/4;ALSO THAT PART OF SW 1/4 SW 1/4 W OF DEER CR;ALSO E30A OF W 50A OF