COM AT SW COR OF SEC TH N ALG W SEC L 242' TO POB TH N ALG SD W SEC L 180.52' TH N 89 DEG E 241.33' TH S 180.52' TH S 89 DEG W 241.33' TO POB. 1 A. CASE SURVEY 7-10-03.
COM AT W 1/4 COR OF SEC TH S 01 DEG E ALG W SEC L 518.22' TO POB TH N 86 DEGE 532' TH S 01 DEG E 138' TH S 86 DEG W 532' TH N 01 DEG WALG W SEC L 138' TO POB. 1.68 A.
COM AT SE COR OF LOT 22 IN BLK "D" OF CHRISTINA URQUHARTS 1ST ADD TO VILL NOW CITY OF BAD AXE, RNG TH WLY ON S LINE OF SD LOT 22 (SAME BEING N LINE OF IRWIN ST) 82 & 5/10 FT; TH NLY 198.0 FT; TH ELY & PARALLEL TO S LINE OF SD LOT 22 82.5 FT; TH SLY 198.0
COM 565.62 FT S OF W 1/4 COR OF SEC FOR POB TH N 88 DEG 35' 45" E 1344.24 FT TH S ALG W 1/8 L 330 FT TH S 88 DEG 35' 45" W 1343.82 FT TH N ALG W SEC L 330 FT TO POB. 10.18 A.
COM @ W 1/4 COR TH N 87 DEG E ALG E & W 1/4 LN 1543.62' TO POB TH N 87 DEG E ALG SD 1/4 LN 97.81' TH S 02 DEG E 646.66' TH N 88 DEG W 98.38' TH N 02 DEG W 638.71' TO POB. 1.45 A PER STIVERSON SV DTD 10-18-2019 PROJ #2019-7777.SPLIT ON 01/07/2020 FROM 51-
LOT 17 AMOS DIBBLE SUB'D. EXC COM AT SW COR LOT 17 TH N 02 DEG E 67.20' ALG W L SD LOT TO POB TH E 4' TH N 02 DEG E 36' TH W 4' TH S 02 DEG W 36' TO POB.
BEG AT SW COR OF LOT 22, BLK D OF URQUHARTS ADD TO CITY OF BAD AXE, TH N 63 DEG 26' W 36.9 FT TO CEN OF JOHN ST, TH NLY ALONG CL OF JOHN ST EXT NLY 181.5 FT, TH ELY 82.5 FT TH SLY TO N LINE OF IRWIN ST, 198 FT, TH WLY ALONG N LINE OF IRWIN ST 49.5 FT TO
COM AT W 1/4 COR OF SEC TH S ALG W SEC L 895.62 FT TO POB TH N 88 DEG 35' 45" E 1343.82 FT TH S 421 FT TH S 88 DEG 35' 45" W ALG S 1/8 L 1343.27 FT TH N 421 FT TO POB. 12.98 A.
COM AT NE COR OF SEC 7 TH S 653.66' TO POB TH S 83 DEG 37' 30" W 275' TH S 275' TH N 83 DEG 37' 30" E 275' TH N 275' TO POB PT N 1/2 OF NE 1/4. 1.74 A.
COM AT NW COR OF SEC TH S 582.18' TO POB TH E 294.12' TH S 740.65' TH W ALG N 1/8 L 294.12' TO W SEC L TH N ALG SD W SEC L 740.59' TO POB EXC COM AT NW COR OF SEC TH S 582.18' TO POB TH E 271.61' TH S 320.75' TH W 271.61' TH N 320.75' TO POB. 3 A.
SE 1/4 OF NE 1/4 OF SE 1/4 ALSO COM AT SE COR OF SEC TH N ALG E SEC L 989.35' TO POB TH W 1316.65' TH N 331.22' ALG E 1/8 L TH E 1314.79' ALG S 1/8 L TH S 331.17' ALG E SEC L TO POB. 20 A MOL.COMBINED ON 12/18/2017 FROM 27-014-009-50 & 27-014-011-50 FOR
BEG AT E 1/4 COR OF SEC TH S ALG E SEC L 786' TH S 86 DEG W ALG C L REID COUNTY DRAIN 846' TO A PT ALG C L APPIN COUNTY DRAIN TH N 18 DEG E ALG C L APPIN DRAIN 853.73' TH N 87 DEG E 575' TO POB. 12.90 A. CASE SURVEY 3-5-97.
COM AT NE COR OF SEC TH W ALG N SEC L 350' TO POB TH RNG S 224' TH W 298' TH N 224' TH E ALG N SEC L 298' TO POB. BEING A PART OF THE NE 1/4 1.53 A STIVERSON SV 2020-7847SPLIT 1-25-21 INTO 26-008-001-10 & 26-008-002-10 FOR 2021
COM AT NW COR OF SEC TH S ON W LI OF SEC 381.71' TO POB TH E 271.61' TH S 200.47' TH W 271.61' TH N ON W SEC L 200.47' TO POB PT NW 1/4-NW 1/4. 1.25 A.