Section 1-11 City limits.


The corporate limits of the City of Columbia shall include the following land:

BEGINNING at the center of Section 33, Township 49 North, Range 13 West;
thence easterly along the north line of the southeast quarter of said Section 33 and a northwesterly line of a survey recorded in Book 3728 at Page 132 of the Boone County Records to the southwest corner of the east half of the northeast quarter of said Section 33;
thence with the west line of said east half and a west line of said survey N.1°07'10”E., 1,400.65 feet to the north bank of Rocky Fork Creek;  thence with Rocky Fork Creek and the lines of said survey as a meandering line with bearings and distances to locate said creek as to date of survey only, in an easterly direction, to the east line of said Section 33;  thence with said east line, S.1°10' W., 556.58 feet to the northwest corner of Tract #2 of the survey recorded in Book 400 at Page 358; thence with the north line of said survey East, 478.3 feet to the center of Bear Creek; thence in a southerly direction, as shown by a meandering line with bearings and distances as shown on plats to locate said creek as of date of survey only, to a point in the center of Bear Creek where said creek makes a big bend eastward;  thence South 1°48' West, 537.02 feet to the north line of the south half of Section 34; thence easterly along the north lines of the south halves of Sections 34 and 35 to the center of said Section 35;  thence N.0°14’00”E., along the quarter section line to the northwest corner of the southwest quarter of the southwest quarter of the northeast quarter of said Section 35 and the northwest corner of the tract described in the general warranty deed in Book 3210 at Page 109;  thence continuing along said quarter section line N.0°14'00"E., 406.0 feet; thence S.88°34'50"E., 287.62 feet; N.0°42'15"W., 137.00 feet; N.89°10'10"W., 285.34 feet to said quarter section line; thence continuing along said survey line along said quarter line N.0°14'00"E., 776.15 feet to the northwest corner of said survey; thence along the north line of said survey S.85°28'40"E., 2,536.85 feet to the northeast corner of said Tract 1 on the west line of Section 36, Township 49 North, Range 13 West;
thence leaving said survey lines N.0°14'05"W., 663.47 feet to the northeast corner of said Section 35 and the southeast corner of Section 26; thence along the east line of said Section 26 N.0°09’10”W., 555.00 feet to the northeast corner of Tract 6 of a survey as shown in Book 1028 at Page 112; thence along the north line of said survey N.85°21’15”W., 810.06 feet to the northerly corner of Tract 4 of said survey; thence leaving said north line N.10°13’10”E., 766.70 feet to the north line of the south half (1/2) of the southeast quarter (1/4) of said Section 26; thence along said north line S.85°33’10”E., 771 feet, more or less, to the northeast corner of the south half (1/2) of the southeast quarter of said Section 26; thence along the east line of said Section 26 North 1,346.9 feet, more or less, to the west quarter corner of said Section 25; thence along the quarter section line, said line also being the north line of Tract 1 of the survey recorded in Book 2521 at Page 106, S.88°44'30”E., 758.6 feet to the southwest corner of Tract A of the land described in the warranty deed in Book 464 at page 126; thence along the west lines of said Tract and Tract B, N.7°15'E., 1,050.0 feet; thence N.6°39'55"E., 6.27 feet to the south line of Lot 403 of Forest Ridge Plat 4 recorded in Plat Book 40 at page 47; thence along the south line of said Lot, N.88°40’30”W., 190.72 feet to the southwest corner of Lot 401 of said Plat; thence along the west line of said Plat N.1°21’30”E.,  100.00 feet; thence leaving said line N.87°36’00”W., 100.00 feet to the east right-of-way line of Montgomery Drive;  thence continuing N.87°36’00”W., 25.00 feet to the centerline of said Montgomery Drive; thence along said centerline N.2°24’00”E., 50.00 feet; thence S.87°36’00”E., 25.00 feet to said east right-of-way line; thence continuing S.87°36’00”E., 100.00 feet to the west line of said Plat; thence along the lines of said Plat N.1°21’30”E., 319.98 feet; S.88°40’10”E., 481.57 feet; thence along the west line of said Plat 4, N.2°06'50"E., 684.50 feet to the southwest corner of Forest Ridge Plat 3 recorded in Plat Book 39 at Page 47; thence along the west line of said Plat N.2°07’00”E., 481.27 feet to the north line of Section 25, Township 49 North, Range 13 West;
thence along the section line, S.89°18'45"E., 80.0 feet to the southwest corner of Lot C1 of Phoenix View Plat 1 recorded in Plat Book 39 at Page 70; thence N.0°41'15"E., along said line and the prolongation thereof, 155.80 feet to the centerline of Clearview Drive; thence along said centerline, S.89°36'05"E., 159.51 feet; thence along a curve to the left having a radius of 175.00 feet, a distance of 182.46 feet (the chord of said curve having bearing and distance of N.60°31'45”E., 174.31 feet); thence along a curve to the right having a radius of 175.00 feet, a distance of 28.96 feet (the chord of said curve having bearing and distance of N.35°248'05"E., 28.92 feet); thence leaving said centerline, S.49°51'31"E., 25.00 feet to the most northerly corner of Lot 1 of said Plat; thence along the lines of said Lot 1 S.31°40'00”E., 123.22 feet ; N.56°32'00”E., 60.0 feet; S.89°29'30”E., 508.89 feet; S.29°21'40”E., 211.71 feet to the southeast corner of said Lot 1 on said section line; thence leaving said lines along said section line and the north line of said Forest Ridge Plat 2 S.89°18'45"E., 217.89 feet to the north quarter corner of Section 25, Township 49 North, Range 13 West
as shown by MLS Document #600-31591; thence continuing along said section line and the north line of Cross Creek Plat 1 recorded in Plat Book 39 at Page 64 S.89°27’25”E., 894.33 feet to the northeast  corner of said Plat; thence leaving said section line and along the lines of said Plat S.0°36’20”E., 124.98 feet; S.89°21’20”W., 50.12 feet; S.0°35’40”E., 174.88 feet; S.89°26’15”W., 530.15 feet; S.0°32’20”E., 334.92 feet; N.89°27’30”E., 234.74 feet; S.17°17’30”W., 377.61 feet to the southwest corner of Lot 158 of Shalimar Gardens Block V recorded in Plat Book 37 at Page 112; thence along the lines of said Plat S.67°40’35”E., 169.34 feet; along a non-tangent curve to the left having a radius of 350.0 feet a distance of 29.97 feet (the chord of said curve having bearing and distance of N.19°52’10”E., 29.96 feet); N.17°25’00”E., 31.73 feet; S.72°35’00”E., 86.99 feet; S.25°28’00”W., 17.90 feet; S.2°32’00”E., 100.00 feet; S.62°32’00”E., 75.86 feet; thence leaving said lines and along the lines of a tract of land recorded in a warranty deed in Book 638 at Page 914 S.0°32’00”E., 35.42 feet; thence N.89°28’00”E., 75.00 feet; thence N.0°32’00”W., 10.00 feet to the south line of said Plat; thence along said line and the south line of Shalimar Gardens Block I recorded in Plat Book 11 at Page 126, N.89°28’00”E., 392.80 feet to the northwest corner of Lot 21 of said Block I; thence along the west line of said Lot 21 S.0°32’30”E., 140.00 feet; thence S.89°37’00”W., 919.95 feet; to the northwest corner of Tract A of the survey recorded in Book 2238 at Page 368; thence along the west line of said survey S.0°11’55”W., 1,364.57 feet to the east-west quarter section line of said Section 25; thence with said line N.89°17’00”W., 320.82 feet; thence with the north-south quarter section line N.0°19’55”E., 1,104.62 feet to the northeast corner of Tract B of an unrecorded survey by F. E. Grundler prepared March 31, 1966 on a line of Forest Ridge Plat 1 recorded in Plat Book 38 at Page 60; thence along the lines of said Plat 1 N.89°42’55”W., 160.00 feet; S.0°13’35”W., 544.50 feet; S.14°38’20”W., 441.15 feet;  S.0°14'20"W., 155.51 feet to the quarter section line of Section 25; thence along said quarter section line, S.88°36'35"E., 270.38 feet to the center of said Section 25; thence along the north-south quarter section line S.0°18’30”E., 1,347.40 feet to the southwest corner of the survey recorded in Book 977 at Page 236; thence along the south line of said survey and the survey recorded in Book 418 at Page 758 S.87°37’30”E., 2,559.95 feet to the west right-of-way line of Missouri Highway 763; thence along said line, S.0°03'25"W., 1,195 feet, more or less to a point 200 feet North of the south line of said Section 25;  thence easterly along a line parallel with and 200 feet North of the south lines of said Section 25 and Section 30, Township 49 North, Range 12 West
to the easterly line of a non-exclusive road easement described by a document in Book 506 at Page 579 at a distance of 412.5 feet from the west line of the tract shown by the survey recorded in Book 388 at page 577, said line also being the west line of Belmont Park, Plat One recorded in Plat Book 29 at Page 90; thence with the line of said Plat One N.1°05'40”E., 632.50 feet; S.88°35'20”E., 413.26 feet; N.1°07'20”E., 310.95 feet to the northwesterly corner of said Plat One; thence along the lines of Belmont Park, Plat Two recorded in Plat Book 30 at Page 67 N.0°39’30”E., 663.03 feet; N.89°58’50”E., 200.00 feet; N.0°39’30”E., 956.70 feet to the north line of the southwest quarter of said Section 30; thence N.89°19'25"W., along said north line, to the northeast corner of Tract 1 of the survey recorded in Book 1158 at page 416; thence along the east line of said Tract 1 and Commerce Bank Plat 1 (Plat Book 39 at Page 59)  S.0°00’00”W., 517.23 feet; S.89°58'W., 400.70 feet to the southwest corner of said survey and said plat; thence S.89°59'20”W., 40.00 feet to the range line between Ranges 12 and 13 West; thence along said Range line N.0°00'25" E., 522.50 feet to the west quarter corner of said Section 30; thence continuing along said range line to the west corner to Sections 19 and 30, Township 49 North, Range 12 West;
thence S.89°04'05"E., along the south line of said Section 19 a distance of 40 feet, more or less, to the east right-of-way line of Missouri Route 763; thence continuing along said south line S.89°04'05"E., 150.00 feet to the southeast corner of the tract described in the warranty deed in Book 659 at page 309; thence leaving said section line and with the lines of said tract, N.1°24'25"E., 80.00 feet; thence N.89°04'05"W., 150.00 feet to the east right-of-way line of said Route 763; thence continuing N.89°04'05"W., 40 feet, more or less to said Range line; thence along said Range line, N.1°24'25"E., 2,228.23 feet, more or less; thence leaving said range line, S.88°41'20"E., 40 feet, more or less, to the east right-of-way line of said Route 763; thence leaving said right-of-way line and along the lines of the survey in Book 2990 at page 519, N.89°55'30"E., 466.24 feet; N.0°44'20"E., 25.04 feet; S.89°45'25"E., 163.20 feet; N.0°09'05"W., 107.64 feet; S.89°26'30"E., 98.50 feet; N.0°10'35"E., 290.37 feet to the south right-of-way line of Prathersville Road; thence leaving said lines and continuing N.1°30'50"E., to the centerline of Prathersville Road; thence along said centerline in a easterly direction, 100.00 feet; thence leaving said centerline S.1°30'50"W. to a corner of said survey; thence along the line thereof, S.0°10'35"W., 290.41 feet; S.89°27'10"E., 150.01 feet; S.0°13'35"W., 19.97 feet; S.89°27'20"E., 1,562.27 feet to the west line of the tract shown by the survey in Book 339 at page 181, being also the tract described in the warranty deed in Book 1251 at page 256; thence along the lines of said tract N.1°10'35"W., 28.22 feet; thence S.89°27'20"E., 40.00 feet; thence S.0°46'15"E., 29.32 feet; thence continuing along the lines of said survey in Book 2990 at Page 19, S.89°27'20"E., 136.35 feet to the northeast corner of said survey on the west line of Crescent Meadows Mobile Home Subdivision Plat No. 1 as recorded in Plat Book 9 at page 21; S.1°12'05"E, 2,378.71 feet to the southeast corner of said survey on the line between said Sections 19 and 30; thence along said section line, S.89°04'05"E., 600.29 feet to the quarter corner common to said sections on the west line of the survey recorded in Book 1196 at Page 466; thence along the quarter line of said Section 19 and the west line of said survey N.0°10'54"E., 2,717.11 feet to the center of said Section 19; thence continuing along said line N.0°05’W., 25.0 feet to the southeast corner of Tract 1 of a survey as recorded in Book 564 at Page 895 on the north right-of-way line of Prathersville Road; thence along said line N.88°07’W., 210.5 feet to the southwest corner of Tract 3 of said survey on the east line of Tower Industrial Park as recorded in Plat Book 33 at Page 87; thence along said line N.0°07’W., 25.34 feet to the southeast corner of Lot 6B of Tower Industrial Park Plat 2 as recorded in Plat Book 35 at Page 18; thence along the south line of said Plat, said line also being the north right-of-way line of Prathersville Road, N.88°07’25”W., 479.47 feet to the southwesterly corner of said Lot 6 A; thence continuing N.88°07’25”W., 126.00 feet to the southeasterly corner of Lot 1 of said Tower Industrial Park; thence continuing N.88°07’25”W., 398.72 feet along the south line of said Lot 1 and said north right-of-way line to the southwest corner of said Lot 1; thence along the west line of said Tower Industrial Park N.0°07’40”W., 1,809.98 feet to the northwest corner of said Tower Industrial Park; thence along the northeasterly lines of said Tower Industrial Park, said lines also being the southwesterly right-of-way line of U.S. Highway 63 S.52°03’20”E., 198.85 feet; S.55°54’15”E., 690.02 feet; S.63°15’15”E., 111.02 feet; S.50°20’50”E., 502.02 feet; S.45°00’00”E., 3.77 feet to the northeast corner of said Tower Industrial Park on said quarter section line and the west line of the survey recorded in Book 994 at Page 427; thence along said lines N.0°05’W., 1,669.30 feet to the north quarter corner of said Section 19 and the northwest corner of said survey; thence along the lines of said survey S.89°18’45”E., 1,303.95 feet; S.0°12’15”W., 2,566.35 feet to the centerline of U.S. Highway 63 at station 871+11.2; thence southeasterly along said centerline on a 2 degree curve to the right, 48.1 feet to station 871+59.3; thence radial to said centerline, N.57°46’E., 619.3 feet to the west corner of Lot 2 of Scottish Rite Subdivision Plat 2 as recorded in Plat Book 36 at page 23; thence along the lines of said subdivision N.32°49’30”E., 215.39 feet; S.89°28’00”E., 284.45 feet; S.1°27’00”W., 570.77 feet to the southeast corner of Lot 1 of said subdivision on the north right-of-way line of Prathersville Road; thence S.1°53’W., 57.14 feet to the quarter section line; thence along said quarter section line, S.88°07’E., 177.4 feet to a point opposite Prathersville Road centerline station 0+00; thence S.1°53’W., 69.55 feet to a point 60 feet South of said centerline station; thence westerly to a point 65 feet South of and opposite station 2+65; thence southwesterly to a point 85 feet south of and opposite station 5+30; thence westerly to a point 320 feet easterly of and opposite U.S. Highway 63 centerline station 881+00; thence southeasterly along the easterly right-of-way line of said U.S. Highway 63 to a point 140 feet easterly from and opposite centerline station 920+00; thence continuing along said easterly right-of-way line to the westerly right-of-way line of Oakland Gravel Road; thence northerly along said westerly right-of-way line to a point westerly from and opposite Oakland Gravel Road centerline station 9+00; thence east to the east line of said Section 30; thence south along said section line to the quarter section corner at the northwest corner of the tract shown by the survey in Book 366 at page 43; thence along the north line of said survey and the quarter section line S.89°45'00"E., 2,655.70 feet to the northeast corner of Tract Two (2) of the survey in Book 2657 at page 115 and the southwest corner of the survey recorded in Book 1181 at Page 541 at the center of Section 29, Township 49 North, Range 12 West;
thence northerly along the west line of said survey and the quarter section line of said Section 29 N.0°26’50”W., 2,667.20 feet to the south quarter corner of Section 20, Township 49 North, Range 12 West; thence westerly along the section line to the southwest corner of the east half of the southwest quarter of said Section;
thence northerly to the northwest corner of said east half; thence N.88°53’30”E. to the southeast corner of Lot 73 of Gregory Heights Addition No. 2 as recorded in Plat Book 9 at page 7 and a southwest corner of the survey recorded in Book 3049 at Page 93; thence along the lines of said survey N.1°06’30”W., 328.47 feet; S.89°11’10”W., 114.63 feet;
N.0°17’E., 957.20 feet to the northwest corner of said survey near the center of Oakland Gravel Road; thence along said road and the north lines of said survey S.86°20’15”E., 505.19 feet; S.66°17’10”E., 231.65 feet; thence S.85°47’10”E., 367.50 feet; N.21°40’50”E., 55.00 feet; thence leaving said road line  continuing along the lines of said survey S.82°03’20”E., 133.92 feet; S.1°27’55”E., 773.80 feet; N.88°15’40”E., 766.49 feet to the west corner of the survey recorded in Book 3177 at Page 149; thence along the lines of said survey N.88°15’40”E., 336.00 feet; N.1°39’45”W., 211.78 feet; N.86°41’45”E., 263.16 feet to the west line of the survey recorded in Book 2980 at page 49; thence along the lines of said survey  , N.0°40’10”W., 792.37 feet; S.89°54’50”W., 457.90 feet; N.0°16’50”E., 394.05 feet; S.89°45’15”W., 868.05 feet; N.0°29’50”E., 206.50 feet; N.89°34’05”E., 2,682.95 feet to the northeasterly corner of said survey on the west line of Section 21;
thence along said west line N.0°41’30”E., 644.35 feet to the northwest corner of said section;
thence N.88°18'W., 33.65 feet; thence N.0°08'15"E., 2,676.1 feet to the north line of the southeast quarter of Section 17; thence along said north line S.88°40’55”E., 33.65 feet to the west quarter corner of Section 16; thence along the quarter section line of said Section 16 and the north lines of North Hampton Woods Plat 1 as recorded in Plat Book 37 at Page 45 and North Hampton Village Plat 1 as recorded in Plat Book 30 at Page 12, S.89°49'25"E., 1,751.92 feet to the right-of-way line of Oakland Church Road; thence along the lines of said North Hampton Village Plat 1 S.0°48'15"W., 56.45 feet; S.89°11'45"E., 400.00 feet to the west right-of-way line of Missouri Route “B”; thence along said right-of-way line and continuing along said Plat lines S. 36°52'15"E., 61.06 feet; S.17°23'15"W., 240.00 feet; S.42°47'45"W., 221.42 feet; S.17°23'15"W., 117.96 feet; S.17°52'55"W., 87.19 feet; S.0°52'50"E., 104.15 feet to the southeast corner of said Plat; thence continuing along said right-of-way line S.0°52’50”E., 113.51 feet; thence continuing along said right-of-way line along a non-tangent curve to the left having a radius of 2,989.79 feet a distance of 961.02 feet (the chord of said curve having bearing and distance of S.2°32'30"E., 956.89 feet) to the northeast corner of the tract described in the deed in Book 760 at page 814; thence along the lines of said tract and the tract described in Book 361 at page 149, N.89°43'30"W., 506.02 feet; thence S.0°36'50"W., 791.25 feet to the north line of said Section 21; thence with said north line S.89°43'30"E., 526.1 feet to the north quarter corner of said Section 21; thence with the north line of the northeast quarter of said section, S.89°18'E., 952.75 feet to the west right-of-way line of Old State Route B (now known as North Browns Station Road); thence in a northeasterly direction, along said west right-of-way line, to the point of intersection of said west right-of-way line with the westerly extension of the south line of a tract of land recorded in Book 37 at page 603 (formerly known as Stephens Station); thence in an easterly direction along said westerly extension to a point 68 feet westerly from, measured at right angles, the centerline of the Columbia Terminal Railroad (formerly the Boone County and Jefferson City Railroad); thence northeasterly parallel with said centerline to the north line of the southeast quarter of said Section 16; thence easterly with said north line to the northeast corner of said tract described in Book 37 at page 603; thence with the east line of said tract in a southwesterly direction to the south right-of-way line of Heller Road; thence proceeding in an easterly direction along said south right-of-way line to the northwest corner of the tract as described by the survey in Book 2788 at Page 41; thence along the north line of said survey, said north line also being the 1/4 section line as shown by said survey, S.89°56’35”E., 973.90 feet to the northeast corner of the northwest 1/4 of the southwest 1/4 of Section 15, Township 49 North, Range 12 West; thence continuing along said north line S.89°56’35”E., 1,356.95 feet to the center of said Section 15;
thence continuing along said line N.89°59’50”E., 519.23 feet to the northwest corner of the survey as recorded in Book 3445 at Page 80; thence along the lines of said survey S.0°00’10”E., 345.00 feet; S.42°49’00”E., 310.00 feet; S.51°23’30”E., 164.50 feet; N.89°59’50”E., 734.30 feet; N.0°00’10”W., 550.00 feet; N.51°47’00”W., 89.00 feet; N.0°00’10”W., 70.00 feet to the north line of said survey in Book 2788 at Page 41; thence along said north line and said 1/4 section line N.89°59’50”E., 1,110.00 feet to the northeast corner of said survey at the east 1/4 corner of said Section 15; thence along the east line of said survey and the east line of said Section 15 S.0°43’55”W., 901.55 feet; thence leaving said section line and continuing along the lines of said survey along a curve to the right having a radius of 350.00 feet a distance of 58.33 feet (the chord of said curve having bearing and distance of  S.21°47’30”W., 58.26 feet); S.26°34’00”W., 791.45 feet; along a curve to the left having a radius of 225.00 feet a distance of 223.83 feet (the chord of said curve having bearing and distance of  S.1°55’55”E., 214.71 feet); S.30°25’50”E., 46.65 feet; S.41°09’00”W., 165.60 feet; S.8°02’00”W., 144.8 feet to the north corner of the tract as described in the survey in Book 541 at Page 77; thence along the lines of said survey, S.49°01'E., 715.90 feet, S.6°01'E., 44.3 feet, N.89°29'E., 20.50 feet, to the northeast corner of Section 22, Township 49 North, Range 12 West; thence South along the east line of said Section to the southeast corner thereof; thence South along the east line of Section 27, Township 49 North, Range 12 West
to the centerline of Hinkson Creek Road, also known as Wyatt Lane; thence in a westerly direction along said centerline to the north-south quarter section line of said Section 27; thence along said centerline N.89°02'10"W., 69.38 feet; thence along a curve to the left having a radius of 1,043.09 feet, a distance of 256.09 feet (the chord of said curve having bearing and distance of S.83°55'50"W., 255.45 feet); thence along a curve to the left having a radius of 500.22 feet, a distance of 179.49 feet (the chord of said curve having a bearing and distance of S.66°38'30"W., 178.09 feet); thence S.56°23'20"W., 109.95 feet; thence along a curve to the right having a radius of 692.91 feet, a distance of 177.17 feet (the chord of said curve having bearing and distance of S.63°42'50"W., 176.78 feet); thence S.71°02'20"W.,  97.45 feet to the center of the bridge over Hinkson Creek; thence leaving said centerline and along the center of said Hinkson Creek N.15°16'40"W., to the north right-of-way line of Hinkson Creek Road (County Road #299); thence in a westerly direction along said north right-of-way line to the east line of Section 28, Township 49 North, Range 12 West;
thence continuing along the north and west right-of-way lines of Hinkson Creek Road to the east line of the southwest quarter of the southeast quarter of said Section; thence southerly along said east line to the north line of Section 33, Township 49 North, Range 12 West; thence along said line in a westerly direction to the east line of the west half of the northeast quarter of Section 33;thence southerly along said line to the northwest corner of Lot 18 of Wellington Estates, Plat 4 as recorded in Plat Book 32 at page 16; thence along the lines of said Lot, N.89°18’25”E., 537.73 feet; S.0°45’00”W., 294.70 feet to the northwest corner of Lot 12 of Wellington Estates Block 2 as recorded in Plat Book 15 at page 97; thence N.89°23’E., 349.8 feet to the northeast corner of said lot; thence S.89°30’E., 25.00 feet to the centerline of Wellington Drive; thence along said centerline S.0°30’W., 507.1 feet; thence leaving said centerline N.89°30’W., 25.00 feet to the southeast corner of Lot 14 of Wellington Estates Block 3 as recorded in Plat Book 20 at page 7; thence continuing N.89°30’W., 351.92 feet to the southwest corner of said lot; thence S.0°45’00”W., 200.0 feet to the southwest corner of Lot 15 of said Plat 3; thence S.89°30’00”E., 352.80 feet to the west line of Wellington Drive; thence continuing S.89°30’00”E., 25.00 feet to the centerline of said Wellington Drive; thence along said centerline S.0°30’00”W., 59.45 feet; along a curve to the right having a radius of 148.15 feet, a distance of 125.41 feet (the chord of said curve having bearing and distance of S.24°45’00”W., 121.70 feet); along a curve to the left having a radius of 148.15 feet, a distance of 125.41 feet (the chord of said curve having bearing and distance of S.24°45’00”W., 121.70 feet); S.0°30’00”W., 21.82 feet to a point 200 feet North of the north right-of-way line of Mexico Gravel Road; thence leaving said centerline easterly and parallel with said right-of-way line to the west line of Section 34 at a point N.1°10'E., 200.00 feet from the quarter section corner on the west line of the tract of land described in warranty deed Book 711 at Page 758; thence along said lines N.1°10'E., 562.05 feet; thence leaving said section line and along the lines of said tract S.88°45'30"E., 407.75 feet; S.1°49'W., 521.00 feet to a point 200 feet North of said north right-of-way line of Mexico Gravel Road; thence leaving said lines easterly along a line 200 feet North of said north right-of-way line to the west line of Wyatt Lane Acres Plat 6 as recorded in Plat Book 33 at Page 33; thence along said west line N.1°04'30"E., 235.02 feet to the northwest corner of said Plat; thence along the north line of said Plat, S.88°24'00"E., 499.90 feet; thence along the west line of Lot 36 of said Plat and the west line of Wyatt Lane Acres Plat 7 as recorded in Plat Book 37 at Page 54 N.1°37'00"E., 705.02 feet to the northwest corner of said Plat 7; thence along the north line of said Plat, S.88°45'30"E., 931.33 feet to the northeast corner of said Plat on the west line of Wyatt Lane Acres Plat 2, recorded in Plat Book 22 Page 47; thence along the west line of said Plat 2, S.1°15'W., 182.43 feet to the northwest corner of Lot 3 of said Plat 2, thence along the north line of said lot S.88°41'E., 427.0 feet to the northeast corner of said lot; thence continuing S.88°41'E., 56.45 feet to the east line of the northwest quarter of Section 34, Township 49 North, Range 12 West;
thence along said quarter line, N.1°40'E. to the southwest corner of Tract #2 of the survey in Book 392 at page 581; thence continuing along said line N.1°40’E., 670.9 feet to the northwest corner of Tract #1 of said survey; thence N.89°30’E., 466.0 feet to the northeast corner of said Tract #1 on the west line of Lot 2 of Deer Ridge Subdivision Plat 1 as recorded in Plat Book 34 at Page 96; thence N.0°00’05”W., 538.30 feet to the south line of Section 27, Township 49 North, Range 12 West;
thence with the section line S.89°42'55”W., 466.0 feet to the south quarter corner of said Section; thence with the quarter section line N.1°40’20”W., 218.00 feet to the southwest corner of the survey recorded in Book 982, Page 890; thence with the lines of said survey, S.89°52'20”E., 284.00 feet; N.1°26'40”E., 325.30 feet; S.89°49'40”E., 210.95 feet; N.1°40’20”W., 417.25 feet to the northwest corner of said Plat; thence along the north line of said Plat and the north line of Deer Ridge, Plat No. 2 as recorded in Plat Book 37 at Page 91 N.89°24'45”E., 526.87 feet to the northwest corner of Deer Ridge, Plat No. 3 as recorded in Plat Book 39 at Page 91; thence along the line of said Plat N.89°30’35”E., 270.76 feet; S.0°36’50”E., 183.26 feet; S.81°54’45”E., 42.86 feet; S.0°19’05”W., 209.75 feet; S.81°50’55”E., 848.40 feet; thence with the lines of the survey recorded in Book 360 at Page 269 North, 209.7 feet; thence S.82°00'E., 417.4 feet; thence South, 209.7 feet to the southeast corner of said survey; thence leaving the lines of said survey, southerly to the northeast corner of Lot 3 of the survey recorded in Book 388, Page 916 at a point 368.8 feet North of the southeast corner of said Section 27; thence N.81°50’55”W., 215.1 feet to the northwest corner of said Lot 3; thence S.7°44'W., 315.3 feet to the southwest corner of said Lot 3; thence West, 353.4 feet to the northwest corner of Lot 1 of Rocking Chair Ranch Subdivision as recorded in Plat Book 13 at Page 30; thence along the west line of said Plat S.9°44'E., 321.31 feet to the southwest corner of said Lot No. 1; thence along the centerline of Thompson Road N.60°38'E., 640.60 feet to the northeast corner of Maryland Heights Subdivision as recorded in Plat Book 39 at Page 60; thence along the lines of said Plat S.5°04'00”E., 1,668.05 feet; S.86°20'30”W., 570.25 feet to the southeast corner of Garden City Plat 9 as recorded in Plat Book 32 at Page 79; thence along the south line of said Plat and the south line of Garden City Plat 8 as recorded in Plat Book 32 at Page 15 S.86°19’40”W., 627.50 feet to the northeast corner of Lot 1 of Lewis-Smarr Subdivision as recorded in Plat Book 11 at page 106; thence along the east line of said lot, S.4°02'E., 970.35 feet to the southeast corner of said lot; thence S.3°37'E., 35.00 feet to the centerline of State Route PP; thence along said centerline, S.86°23'W., 135.0 feet; thence leaving said centerline S.3°37'E., 35.00 feet to the south right-of-way line of State Route PP; thence West along said right-of-way line to the east line of the west half of Section 34, Township 49 North, Range 12 West
at the northeast corner of Lake Shire Estates, Plat No. 1 as recorded in Plat Book 38 at Page 37; thence along said east line S.1°58’10”E., 2,658.17 feet to the south quarter corner of said section; thence along the section line S.89°33’30”E., 92.45 feet to the north quarter corner of Section 3, Township 48 North, Range 12 West at the northwest corner of Greystone Subdivision Plat 1 as recorded in Plat Book 38 at Page 13; thence along the north line of said section and the north line of said Plat S.89°33'30"E., 1,323.20 feet to the northeast corner of said Plat; thence along the east line of said Plat S.0°23'E., 767.81 feet to the southeast corner of said Plat on the north line of Evergreen Acres Plat No. 2 as recorded in Plat Book36 at Page 39; thence S.89°33'30"E. along said north line a distance of 862.00 feet to the southwest corner of Open Heart Subdivision as recorded in Plat Book 34 at Page 24; thence along the lines of said Plat N.0°23'00"W., 400.0 feet; S.89°33'30"E., 450.00 feet to the northeast corner of said Plat on the east line of said Section 3 at a point S.0°23'00"E., 367.8  feet from the northeast corner of said Section; thence along said east line S.0°23'00"E., 1,012.80  feet to the northeast corner of a tract shown by a survey in Book 505 at page 133; thence along the lines of said survey S.0°23’E., 473.0 feet to the southeast corner of said survey; thence S.87°23’30”W., 1,306.15 feet; N.87°58’W., 1,385.2 feet to the quarter section line; thence along said quarter section line S.0°33’00”’W., 833.10 feet to the center of said Section 3; thence along said quarter section line, the east line of Thessalia Subdivision Plat 7 as recorded in Plat Book 39 at Page 2, and the extension thereof, S.0°09’15”E., 837.05 feet to the north corner of Valley Creek Plat 3 as recorded in Plat Book 29 at Page 13; thence continuing along said quarter line and the east lines of said Plat S.0°08’E., 481.90 feet; S.1°18’E., 686.40 feet to the southeast corner of said Plat; thence continuing along said quarter line and the east line of Valley Creek Plat No. 2 as recorded in Plat Book 28 at Page 85 S.1°18’E., 631.70 feet to the south quarter corner of said Section 3; thence along the quarter section line of Section 10 in a southerly direction to the northwest corner of Logan Acres Subdivision as recorded in Plat Book 11 at page 302; thence S.88°45'E. along the north line of said subdivision, 893.65 feet to the northeast corner of said subdivision on the westerly right-of-way line of St. Charles Road; thence northeasterly along said right-of-way line to the END of said right-of-way at a point 30 feet right of Station 8+75; thence perpendicular to said right-of-way line a distance of 30 feet to centerline Station 8+75; thence along the centerline of St. Charles Road N.30°02'55"E., 172.28 feet to the north line of Section 10, Township 48 North, Range 12 West;
thence along said section line N.89°52'35"E., 740.27 feet to the northeast corner of Lake of the Woods Center as recorded in Plat Book 33 at page 92; thence continuing N.89°52'35"E., 329.93 feet to the northwest corner of the tract shown by the survey in Book 882 at page 205;
thence S.1°45'W., 220.0 feet to the southwest corner of the tract shown by the survey in Book 974 at Page 423; thence N.89°08'E., 270.0 feet to the southeast corner of said survey on the east line of said Section 10; thence along said east line S.1°45'W., 779.3 feet to the north right-of-way line of Interstate Highway 70 and the southwest corner of Lot 24 of Fairway Meadows, Block 4, Replat 1 as recorded in Plat Book 10 at Page 120; thence along said right-of-way line and the south lines of said Plat, Fairway Meadows Block No. 2 as recorded in Plat Book 10 at Page 21 and Fairway Meadows Block No. 1 as recorded in Plat Book 10 at Page 2  in an easterly direction to the southeast corner of Lot 9 of said Block No. 1 and the southwest corner of ABC Subdivision as recorded in Plat Book 44 at Page 1 on the quarter section line of Section 11, Township 48 North, Range 12 West;
thence N.0°31’45”W. along said quarter section line, 938.7 feet to the northwest corner of said ABC Subdivision at the quarter section corner; thence along the section line N.88°06’45”E., 2,682.64 feet to the northeast corner of said subdivision at the northeast corner of said Section 11; thence along the section line and the east line of said subdivision S.0°00’E., 935.05 feet to the southeast corner of said subdivision on the north right-of-way line of said Interstate Highway 70;
thence continuing along said section line to the south right-of-way line of Old Route 40 (also known as I-70 Drive Southeast; thence westerly along said right-of-way line to the northeast corner of the tract shown by the survey in Book 453 at page 557 on the east line of the northwest quarter of said Section 11; thence  along said east line S.0°15'E., 1,371.35 feet to the center of said Section; thence easterly to the east quarter corner thereof; thence along the section line and the west line of Sunrise Estates Subdivision Block II as recorded in Plat Book 10 at Page 195, Sunrise Estates Subdivision Block XI as recorded in Plat Book 25 at Page 28, Sunrise Subdivision Block IV Amended as recorded in Plat Book 12 at Page 70 and Sunrise Estates Subdivision Block VII as recorded in Plat Book 15 at Page 21 S.0°24’W., 2,351.45 feet to the southwest corner of said Block VII and the northwest corner of the tract as shown in a survey in Book 388 at Page 574; thence continuing along said section line along the east line of said survey South, 315.3 feet to the southeast corner of said Section in Richland Road; thence westerly to the south quarter corner of said Section; thence northerly along the quarter section line to the southeast corner of said tract shown by the survey in Book 453 at page 557; thence along the south line thereof S.88°47'W., 2,686.4 feet to the southwest corner of said tract on the east line of Eastport Village Plat 5 as recorded in Plat Book 38 at Page 102; thence along said line and the east line of Eastport Village Plat 6 as recorded in Plat Book 39 at Page 79 and Lake of the Woods South Plat 4 as recorded in Plat Book 37 at Page 17 S.0°59'15"W., 1,408.71 feet to the southeast corner of said Lake of the Woods Plat 4; thence along the lines of said Plat S.44°12’30”W., 517.47 feet; S.77°29’05”W., 295.42 feet to the northwest corner of the tract shown by the survey as recorded in Book 383 at Page 959; thence along the lines of said survey S.5°41’E., 110.48 feet; S.55°34’E., 84.53 feet; South, 20 feet to the south line of said Section 10; thence westerly along said south line to the southwest corner of the east half of the southeast quarter of said Section 10 and the southeast corner of the tract shown by the survey in Book 414 at page 38; thence along the lines of said tract, N.0°26'E., 197.59 feet; S.66°38'W., 227.18 feet; S.71°02'W., 140.28 feet; S.40°25'W., 82.29 feet to the south line of said Section 10; thence along said south line and along the north line of Tract 3B of a survey as recorded in Book 2785 at Page 46 N.89°49’15”E., 291.10 feet; thence leaving said south line and following the lines of said survey S.0°40’00”W., 400.00 feet; S.22°54’00”W., 397.00 feet; S.40°10’15”W., 1,702.23 feet to the north quarter (1/4) section line; thence along said line S.1°12’10”W., 609.68 feet to the center of Section 15, Township 48 North, Range 12 West;
thence along the south line of said survey S.89°13’45”W., 1,989.12 feet to the southwest corner of said survey; thence along the south line of a survey as recorded in Book 2629 at Page 100 S.89°14’00”W., 663.00 feet to the West quarter (1/4) corner of said Section 15; thence continuing along the lines of said survey S.89°38’20”W., 1,945.40 feet; N.0°44’55”E., 868.14 feet; thence leaving said lines S.85°39’35”E., 102.48 feet; thence N.68°02’55”E., 545.36 feet; thence S.79°05’20”E., 282.67 feet; thence N.66°40’40”E., 750.61 feet; thence S.81°02’25”E., 615.98 feet; thence N.71°59’15”E., 257.05 feet; thence S.82°16’35”E., 185.36 feet to the southwest corner of Tract 1 of a survey as recorded in Book 1207 at Page 660; thence along the south lines of said Tract 1 and the survey as recorded in Book 2785 at Page 46 N.88°28’30”E., 1,636.47 feet; N.0°40’00”E., 740.70 feet; N.89°43’25”W., 507.08 feet; N.0°40’00”E., 643.34 feet to the north line of said Section 15;
thence along said line S.88°28’30”W., 1,800.70 feet to the common corner of Sections 9, 10, 15 and 16, Township 48 North, Range 12 West;
thence S.89°26’15”W., 2,658.35 along the south line of Section 9 to the quarter corner common to said Section 9 and Section 16; thence continuing in a westerly direction along said section line to a point N.88°43'20"E., 1,089.60 feet from the northwest corner of the northeast quarter of the northwest quarter of said Section at corner number five (5) of the tract described in the warranty deed in Book 2705 at page 14 and shown by the survey in Book 448 at page 16; thence along the east line of said tract S.1°18’E., 546.1 feet to the southeast corner thereof; thence S.88°18’W., 320.0 feet to the southwest corner of said tract on the east line of Wellington Manor, Plat No. 3 as recorded in Plat Book 37 at page 50; thence along the lines of said Plat S.0°02’10”W., 444.23 feet; S.88°37'10"W., 400.00 feet; S.0°02'10"W., 326.70 feet to the south line of the northeast quarter of the northwest quarter of said Section 16; thence along said quarter quarter line and the south line of said Plat S.88°37'10"W., 368.78 feet to the southwest corner of said quarter quarter at the southwest corner of said Plat; thence along the west line of said Plat and the west line of Wellington Manor, Plat No. 2 as recorded in Plat Book 34 at Page 21 N.0°00’00”E., 1,318.41 feet to the northwest corner of said quarter quarter; thence westerly, along said south line of Section 9 and the south line of The Terebinths Subdivision Plat III as recorded in Plat Book 32 at Page 28 S.88°15’00”W., 1,336.70 feet to the northeast corner of Section 17, Township 48 North, Range 12 West;
thence S.1°02'00"W., along the section line, 1,304.78 feet to the northwest corner of American Legion Plat 1 as recorded in Plat Book 34 at Page 75; thence along the lines of said subdivision N.88°46'40"E., 203.80 feet; N.62°12'40"E., 111.80 feet; N.88°46'40"E., 322.10 feet; S.77°11'05'E., 206.16 feet; S.0°34'20"W., 1,136.38 feet to the north right-of-way line of State Route WW; thence along said right-of-way line along a curve to the right having a radius of 2,191.83 feet a distance of 6.29 feet (the chord of said curve having bearing and distance of S.89°02'55'W., 6.29 feet); N.87°14'55"W., 289.00 feet; N.65°26 05'W., 252.77 feet; along a curve to the left having a radius of 1,492.39 feet a distance of 323.26 feet to said east line of Section 17 (the chord of said curve having bearing and distance of N.71°21'35"W., 322.63 feet); thence along said east line S.1°02'00"W., 407.90 feet to the quarter section corner common to Sections 16 and 17; thence South along the section line, 167.61 feet; thence N.89°59’35”E., 728.62 feet;
thence S.60°00’25”E., 60.00 feet to the north line of the tract shown by the survey in Book 608 at page 370; thence along the lines of said tract N.89°59’35”E., 809.89 feet; S.31°43’10”E., 76.95 feet; S.73°22’15”W., 293.70 feet; S.0°44’05”W., 98.21 feet; N.89°45’W., 649.43 feet; N.0°02’55”W., 244.70 feet to the northwest corner of said tract; thence leaving said tract S.89°59’35”W., 698.63 feet to the section line; thence southerly along the east lines of said Section 17 and Section 20, Township 48 North, Range 12 West
to the northwest corner of the tract described in the warranty deed in Book 2206 at page 567 where the public road intersects the section line and at a point approximately 1,715 feet North of the quarter section corner common to Section 20 and 21; thence along the lines of said warranty deed East, 85 feet, more or less; South parallel with the section line 110 feet; west parallel with the quarter section line, 85 feet to the section line; thence southerly along the west line of said Section 21 to the center of the South Fork of Grindstone Creek; thence easterly and upstream along said creek to the east line of the southwest quarter of said Section 21; thence along said east line and the west line of the survey as recorded in Book 2871 at Page 132 N.0°451’55”E., 2,503.09 feet to the southwest corner of the tract of land as described in a survey in Book 3225 at Page 114; thence continuing along said quarter section line and the west line of said survey N.2°01’15”E., 800.00 feet to the north quarter corner of said Section 21; thence along the section line and the north line of said survey S.88°56’25”E., 1,328.75 feet to the southwest corner of the east half of the southeast quarter of Section 16, Township 48 North, Range 12 West;
thence along the quarter-quarter line and the line of said survey N.0°46’10”E., 225.46 feet to the northwest corner of said survey at the southwest corner of Southfork of the Grindstone Plat 2 as recorded in Plat Book 41 at Page 78; thence continuing along said quarter-quarter line and the west line of said Plat N.0°46’10”E., 729.07 feet to the northwest corner of said Plat; thence along the lines of said Plat S.63°09’05”E., 508.21 feet; S.27°05’25”W., 20.00 feet to the south right-of-way line of State Route WW; thence along said line S.62°40’05”E., 19.90 feet; thence leaving said line and along the line of said Plat along a curve to the right having a radius of 30.00 feet a distance of 38.57 feet (the chord of said curve having bearing and distance of S.25°51’00”E., 35.96 feet) to the west right-of-way line of Elk Park Drive; thence along said line S.10°58’10”W., 222.55 feet; thence along a curve to the left having a radius of 285.00 feet a distance of 11.72 feet (the chord of said curve having bearing and distance of S.9°47’25”W., 11.72 feet); thence along a curve to the right having a radius of 30.00 feet a distance of 43.02 feet (the chord of said curve having bearing and distance of S.49°41’25”W., 39.43 feet); thence along the south line of said Plat N.89°13’50”W., 210.51 feet to the northeast corner of said survey in Book 3225 at Page 114; thence along the lines of said survey S.0°51’40”W., 255.26 feet; S.28°43’40”W., 232.83 feet; S.45°52’55”W., 147.12 feet; N.78°43’50”W., 109.87 feet;S.14°35’05”W., 150.68 feet; along a curve to the left having a radius of 175.00 feet a distance of 36.27 feet (the chord of said curve having bearing and distance of S.8°38’50”W., 36.21 feet); S.2°42’35”W., 370.89 feet; N.89°32’10”W., 33.02 feet along the south line of said survey; thence leaving said south line S.2°42’40”W., 132.91 feet; thence S.79°11’20”E., 164.04 feet; thence along a curve to the left having a radius of 100.00 feet a distance of 176.24 feet, (the chord of said curve having bearing and distance of N.50°19’20”E., 154.30 feet) to the boundary of Concord Estates, Plat 1 as recorded in Plat Book 12 at page 94; thence along said boundary, S.89°46’E., 115.03 feet; N.72°51’E., 92.18 feet; S.71°13’E., 270.00 feet; N.43°54’E., 93.00 feet; N.16°07’E., 470.00 feet; N.28°46’E., 413.56 feet to the south line of Southfork of the Grindstone Plat 1 as recorded in Plat Book 40 at Page 43; thence along said line S.61°16’20”E., 335.84 feet to the east line of Section 21; thence along said east line S.1°46’25”W., 1,153.44 feet to the southwest corner of a survey in Book 224 at page 459; thence along the lines of said survey S.89°28’55”E., 550.00 feet N.0°30’55”E., 1417.98 feet to the south right-of-way line of State Route WW; thence N.25°53’45”E., 30.00 feet to the centerline of said state route; thence along said centerline S.64°06’15”E., 272.74 feet to P.C. Station 154+97.3; thence along a curve to the right having a radius of 718.66 feet a distance of 263.96 feet (the chord of said curve having bearing and distance of S.53°34’55”E., 262.48 feet) to P.T. Equation Station 157+61.5 back equals 157+64.7 ahead; thence S.43°03’35”E., 174.13 feet to P.I. Station 159+39.2; thence S.43°57’10”E., 1,850.8 feet, more or less to the southwest corner of the tract shown by the survey in Book 273 at page 427; thence along the west line of said tract, N.0°09’10”W., 133.80 feet to the north right-of-way line of said State Route WW; thence along said right-of-way line, S.50°27’55”E., 34.06 feet; thence along a curve to the left having a radius of 2,340.0 feet a distance of 229.83 feet to the east line of said tract, (the chord of said curve having bearing and distance of S.53°18’55”E., 229.76 feet); thence leaving said right-of-way line along the lines of the survey as recorded in Book 2591 at Page 24 N.0°09’10”W., 1,753.90 feet (to the north quarter corner of Section 22); N.0°27’00”E., 2,686.84 feet (to the center of Section 15); N.89°05’25”E., 2,639.68 feet (to the quarter corner common to Sections 14 and 15); N.89°50’05”E., 2,692.05 feet (to the center of said Section 14); S.1°01’35”W., 2,643.26 feet (to the quarter corner common to Sections 14 and 23); S.0°37’30”E., 2,625.58 feet to the southeast corner of said survey; thence continuing S.0°37’30”E., 30.00 feet to the centerline of said State Route WW; thence along said centerline S.89°16’10”W., 138.00 feet to P.I. Station 234+81.5; thence S.88°47’55”W., 2,803.51 feet to P.I. Station 205+76.6; thence S.89°34’55”W., 1,020.80 feet to P.T. Equation Station 195+51.2 back equals 195+55.8 ahead; thence along an 18 degree curve to the right a distance of 169.3 feet to P.C. Station 193+90.8 (the chord of said curve having bearing and distance of N.44°37’W., 165.34 feet); thence N.59°53’W., 1225.5 feet to P.T. Equation Station 181+65.1 back equals 181+66.3 ahead; thence 78.37 feet on an 11 degree curve to the right (the chord of said curve having bearing and distance of N.55°31’10”W., 78.30 feet); thence leaving said centerline and radial thereto, S.38°50’40”W., 30.00 feet to the southerly right-of-way line to the northeast corner of the survey as recorded in Book 2605 at Page 21; thence along the lines of said survey; S.19°00’50”W., 75.00 feet; S.0°17’45”W., 190.00 feet; S.9°56’40”E., 45.00 feet; S.0°07’40”W., 340.00 feet; S.89°42’15”E., 31.00 feet to the quarter section line; thence along said line and continuing along the lines of said survey S.0°17’45”W., 1,300.67 feet; S.88°26’40”W., 3,259.19 feet to the east line of The Woodlands, Plat 4B as recorded in Plat Book 32 at Page 94; thence along the lines of said Plat 4A N.0°56’30”W., 1,296.95 feet; N.87°59’15”W., 109.15 feet; S.62°03’30”W., 261.65 feet; S.56°33’30”W., 973.50 feet; S.63°48’30”W., 382.80 feet to the northeast corner of Lot 79 of The Woodlands Plat 4A as recorded in Plat Book 30 at Page 47; thence along the lines of said Plat 4A; S.84°03’30”W., 349.80 feet; N.57°26’30”W., 266.65 feet to the west line of the southeast quarter of said Section 21; thence along said quarter section line and the west line of said Plat S.0°56’30”E., 1,997.80 feet to the quarter section corner between said Section 21 and Section 28 at the southwest corner of said Plat; thence along the quarter section line of said Section 28 and the west lines of The Woodlands Plat 2 as recorded in Plat Book 25 at Page 37 and Big Timber Subdivision Plat 1 as recorded in Plat Book 37 at Page 6 S.1°44’30”E., 2,338.90 feet to the center of said Section; thence easterly along the quarter section line and the north line of the southwest quarter of said Section 27 to the center of said Section; thence southerly along the quarter section line to the south quarter corner of said Section; thence westerly along the section line to the northwest corner of the church and lodge grounds; thence South along the west line of said church and lodge grounds 288.0 feet; thence West, 47.8 feet to the centerline of the county road; thence with said centerline of S.5° W., 372.2 feet; thence S.19° E., 726.0 feet to the north and south subdivision line of said Section 34; thence South along said subdivision line to the center of said Section; thence continuing in a southerly direction along the quarter section line varying therefrom to include one acre in the southwest corner of the southeast quarter of said Section 34 lying southwest of tract a) as described in a trustees deed in Book 2575 at Page 111 and east of rolling Hills Road to the south quarter corner of said Section; thence South 1,270 feet; thence West, 26 feet to the northeast corner of the tract described in the deed in Book 290 at page 482; thence along the lines of said tract N.88°26'W., 200 feet; S.1°46'W. to the southwest corner of said tract; thence continuing S.1°46'W., to the centerline of the public road; thence westerly along said centerline to the northeast corner of the land described in the deed of personal representative in Book 759 at page 899 being easterly 610 feet from the northeasterly right-of-way line of “Missouri State Route 63" as located on 23 February 1931; thence in a southerly direction along the east line of said tract described in Book 759 at page 899 a distance of 511 feet to said northeasterly right-of-way line; thence southwesterly at right angles to the centerline of said “State Route 63" a distance of 30 feet to said centerline; thence in a northwesterly direction along said centerline a distance of 409 feet; thence in a northeasterly direction at right angles to said centerline a distance of 30 feet to the southwest corner of said tract described in Book 759 at page 899; thence in a northerly direction to the northwest corner of said tract in the center of said public road (now abandoned); thence in a westerly direction along the centerline of said public road 337 feet to the northwest corner of the tract described in the deed in Book 188 at page 184; thence continuing in a westerly direction to the centerline of said “State Route 63" as located on 23 February 1931; thence continuing along said centerline in a westerly and northwesterly direction to the west line of said Section 3
at a point South, 745.8 feet from the northwest corner of said section; thence continuing along said centerline in a northwesterly direction 1,333.2 feet to the southwest corner of  the tract described in the warranty deed in Book 229 at page 467; thence leaving said centerline and along the west line of said tract described in Book 229 at page 467 in a northerly direction 1,894.2 feet to the southeast corner of the tract described in the warranty deed in Book 238 at page 459; thence along the lines of said tract West, 1,475.1 feet; N.21°30'W., 231.0 feet; S.64°W., 594.0 feet to the center of the Columbia and Jefferson City Gravel Road (also known as Ashland Gravel Road); thence along said road S.35°16'E., 665.1 to the northeast corner of Gans Creek Subdivision Block 1 as recorded in Plat Book 12 at Page 90; thence leaving the centerline of aforesaid Columbia and Jefferson City Gravel Road and with the lines of said subdivision and the centerline of Gans Road, S.24°36'W., 438.12 feet; S.46°37'W., 776.63 feet; S.58°22'W., 233.24 feet; S.41°27'W., 202.38 feet; S.53°21'00"W., 31.19 feet; thence with the centerline of Gans Creek Road (now abandoned) S.53°46'30"W., 316.72 feet to the south line of Section 33; at the northeast corner of Gans Creek Recreation Area as recorded in Plat Book 43 at Page 7; thence along the lines of said Plat S.53°52’10”W., 39.04 feet; thence S.46°31’25”W., 572.50 feet; thence S.34°43’55”W., 156.02 feet; S.55°02’35”W., 954.02 feet; N.89°32’25”W.,  18.48 feet to the east line of Section 5, Township 47 North, Range 12 West;
thence along said section line and continuing along the east line of said Plat S.1°34’40”W., 1,464.15 feet to the east quarter corner of said Section; thence continuing along said Section line and the east line of said Plat S.1°03’45”W., 1,987.05 feet ; thence leaving said Section line and along the line of said Plat N.89°46’00”W., 1,318.83 feet to the north-south quarter-quarter section line; thence along said quarter-quarter line and the line of said Plat S.0°53’20”W., 662.51 feet to the south line of said section; thence along said section line and the line of said Plat N.89°27’55”W., 1,317.14 feet to the common quarter corner of said Section and Section 8; thence along the north-south quarter section line and the west line of said Plat N.0°43’25”E. 2,636.46 feet to the center of said Section 5; thence continuing along said lines N.0°52’50”E., 2,632.65 feet to the north quarter corner of said Section; thence along the section line N.88°53’05”W., 2,653.92 feet to the southwest corner of Section 32, Township 48 North, Range 12 West, as shown in land corner document number 600-45061; thence with the west line of said Section 32 and the west line of the survey as recorded in Book 2537 at Page 9 N.1°43'15"E., 42.29 feet to the north right-of-way line Gans Road, thence continuing with said lines, N.1°43'15"E., 1,320.30 feet to the southwest corner of the tract described by the warranty deed recorded in Book 1260, Page 579; thence leaving said section line and with the lines of said survey, S.89°54'40"E., 1,322.77 feet; N.1°23'20"E., 396.00 feet; S.89°54'40"E., 1,330.68 feet to the quarter section line of said Section; thence with said quarter section line N.1°36'10"E., 2,436.09 feet; thence leaving said quarter section line continuing along the lines of said survey S.88°05'25"E., 383.04 feet; N.39°12'15"E., 1,032.82 feet to the westerly right-of-way line of U.S. Highway 63; thence leaving the lines of said survey and continuing N.39°12'15"E., 175.0 feet to the centerline of the Old Columbia and Jefferson City Gravel Road; thence along the centerline of said gravel road, N.51°02’W., 137.7 feet; thence N.42°35’W., 11.2 feet to the south line of Section 29; thence along said south line S.89°25’W., 1011.4 feet to the north quarter corner of Section 32, Township 48 North, Range 12 West;
thence along the quarter section line S.0°03’10”E., 682.76 feet to the northeasterly corner of a survey as recorded in Book 1149 at Page 45; S.88°21'00”W., 1,095.00 feet to a line being 25 feet East of and parallel with the centerline of an existing roadway; thence S.88°21'00'W., 67.16 feet to the east line of the survey as recorded in Book 1274 at Page 697 (Woodhaven Learning Center Administrative Survey); thence along the line of said survey; along a curve to the right having a radius of 267.00 feet a distance of 239.54 feet (the chord of said curve having bearing and distance of S.33°51'00"W., 231.59 feet); along a curve to the right having a radius of 467.00 feet a distance of 52.17 feet (the chord of said curve having bearing and distance of S.64°59'30"W., 52.14 feet); S.21°48'30"E., 63.00 feet; S.69°32'30"W., 24.97 feet, N.19°06'30"W., 68.00 feet; along a curve to the right having a radius of 462.00 feet a distance of 173.40 feet (the chord of said curve having bearing and distance of S.81°38'40"W., 172.38 feet); along a curve to the right having a radius of 600.00 feet a distance of 198.44 feet (the chord of said curve having bearing and distance of N.78°35'10"W., 197.54 feet); N.69°06'20"W., 40.00 feet; S.20°21'00"W., 75.00 feet; N.78°38'30"W., 194.00 feet; N.88°38'50"W., 98.89 feet;  N.1°21'20"W.,  45.00 to the southeast corner of Sheltered Workshop Subdivision Plat 2 as recorded in Plat Book 32 at page 75; thence S.88°40'00"W., 343.60 feet to the southwest corner of said Plat; thence along the lines of said Plat N.1°20'00"W., 132.17 feet; S.88°40'00"W., 213.19 feet to the southwest corner of said Plat and the east line of Section 31 as shown on the survey in Book 940 at page 381; thence along the line of said survey S.0°53'57"E., 132.17 feet; thence leaving said line N.88°38'40"E., 5.00 feet; thence parallel with said east line of Section 31, S.0°46'40" W., 426.32 feet to the north line of BGTM Subdivision, Plat No. 1 as recorded in plat Book 38 at Page118; thence along the lines of said Plat S.89°13'20"E., 295.51 feet; S.44°59'30"E., 124.29 feet; S.0°06'00"E., 211.30 feet; S.89°13'20"E., 194.31 feet; S.0°06'00"E., 213.66 feet; S.89°54'00"W., 590.44 feet to the east line of said Section; thence along the west line of said Plat and the east line of said Section, N.0°46'40"E., 771.83 feet to the northeast corner of Tract 2 of the survey as recorded in Book 940 at page 381; thence along the lines of said Tract 2 S.89°57'30"W., 726.15 feet; S.1°06'30"W., 300.00 feet to the south line of said survey on the quarter-quarter section line; thence along said lines S.89°57'30"W., 594.55 feet to the southwest corner of said survey at the northeast quarter of the northeast quarter of said Section at the northeast corner of Forest Park South Plat 1 as recorded in Plat Book 40 at Page 21; thence along the east line of said Plat S.0°25'30"W., 1,336.72 feet to the southeast corner of said Plat; thence along the south line of said Plat S.88°52'30"W., 3 feet, more or less, to the northeast corner of Tract 16 of the survey in Book 620 at page 396; thence along the east line of said tract and Tract 15 of said survey, S.0°29'40"W., 954.4 feet to the southeast corner of said Tract 15; thence along the south line of said tract, S.89°08'40"W., 1,083.25 feet to the southwest corner thereof in the center of Rock Quarry Road; thence along said road and the west lines of said tracts, N.10°11'30"E., 774.15 feet; thence N.18°00'30"E., 291.3 feet to the northwest corner of said Tract 16; thence along the quarter section line, S.88°52'40"W., 440.25 feet to the center of said Section;
thence continuing along said quarter line to the west quarter corner of said Section on the east line of State Farm Subdivision as recorded in Plat Book 24 at Page 46;
thence along the east line of Section 36, Township 48 North, Range 13 West
and the east line of said Plat S.1°21’W., 1,886.30 feet to the southeast corner of said Plat; thence along the lines of said Plat N.88°12'W., 795.9 feet; N.1°21'E. 623.95 feet; N.88°09'W., 1,439.9 feet  to the easterly right-of-way line of State Route 163; thence continuing N.88°09'W., 160.0 feet to centerline Station 259+72.7; thence continuing N.88°09'W., 180 feet to the west line of the southwest quarter of said Section and the east line of Boone County Survey No.7211; thence southerly with said east line 193 feet to the southeast corner of Lot G of said survey and the northeast corner of Providence Court Plat 1 as recorded in Plat Book 39 at Page 57; thence along the lines of said Plat, S.3°32'25”E., 445.69 feet; N.88°31'50”W., 924.38 feet; S.3°31'50”E., 161.73 feet; N.88°25'40”W., 706.62 feet to the northeast corner of Bethel Manor as recorded in Plat Book 28 at Page 12; thence S.0°15'05"W., 382.97 feet to the south line of the southwest quarter of said Section 36 at the northeast corner of Bethel Manor Plat 3 as recorded in Plat Book 30 at Page 87; thence with the east line of said Plat, S.0°15'25"W., 442.77 feet to the southeast corner of said Plat on the north line of Tract Number Seven (7) of the survey recorded in Book 297 at page 243; thence along said north line and the north line of Tract Number Six (6) of said survey N.79°12' E., 284.0 feet to the northeast corner of said Tract 6; thence along the east line of said tract S.4°08’05”W., 271.61 feet to the southeast corner thereof; thence along the south line of said survey S.78°53’W., 336.0 feet to the southwest corner of said survey; thence N.4°02'E., 273.4 feet to the northwest corner of said tract on the south line of said Bethel Manor Plat 3; thence along said south line, S.79°23'W., 228.05 feet, more or less, to the southwest corner of said Plat; thence along the west line of said Plat N.0°15'25"E., 519.15 feet to the northwest corner of said Plat on the south line of the southeast quarter of Section 36 and the south line of said Bethel Manor Plat 3; thence with said south lines N.84°51'00"W., 722.61 feet to the southeast corner of the southeast quarter of Section 35, Township 48 North, Range 13 West;
thence with the south line of said Section, the south lines of Cedar Lake South as recorded in Plat Book 19 at Page 53, Cedar Lake South Plat 2 as recorded in Plat Book 20 at Page 71, Cedar Lake South Plat 4 as recorded in Plat Book 25 at Page 23, Cedar Lake South Plat 3 as recorded in Plat Book 21 at Page 54 and Cedar Lake Block 1 as recorded in Plat Book 11 at Page 185 N.84°57’33”W., 2,651.55 feet to the south quarter corner of said Section 35; thence S.1°38'00”E., 336.12 feet to the northeasterly corner of The Highlands Plat 10-C as recorded in Plat Book 24 at Page 10; thence along the lines of said Plat S.25°48'00”E., 277.91 feet; S.1°55'00”E., 172.67 feet; S.2°11'00”W., 300.24 feet; S.7°08'30"E., 291.88 feet to the southeast corner of said Plat at the northeast corner of The Highlands Plat 10-A as recorded in Plat Book 23 at Page 36; thence along the east line of said Plat S.5°05’00”W., 140.00 feet to the northwest corner of a tract of land shown by the survey recorded in Book 269 at page 20; thence along the north line of said tract, the north line of Rocky Creek Estates Plat 2 (Plat Book 40 at Page 99) and the north line of Rocky Creek Estates Subdivision (Plat Book 30 Page 28) N.78°49’00”E 689.4 feet, more or less, to the southwest corner of Lot 11 of Old Plank Road Subdivision as recorded in Plat Book 8 at Page 37; thence N.31°32'E., 352.70 feet to the northwest corner of said lot; thence N.7°21'E., 40.00 feet to the center of a cul-de-sac; thence N.43°35'W., 7.69 feet to the centerline of Hickam Drive; thence along said centerline N.46°25'E., 431.76 feet; thence N.87°53'E., 114.42 feet to the centerline of Hickam Court; thence along last said centerline, S.4°25'W., 389.64 feet to the north line of Lot 9 of said subdivision; thence along said north line, S.81°05'E., 242.00 feet to the northeast corner of said lot; thence N.5°38'E., 58.64 feet to the northwest corner of Lot 20; thence S.84°17'E., 149.67 feet to the northeast corner of said lot; thence S.85°01'E., 20.0 feet to the centerline of Hickam Drive; thence along said centerline, N.3°57'E., 103.5 feet, more or less, to a point opposite the northwest corner of Lot 19; thence easterly 20 feet to said northwest corner of Lot 19; thence S.88°27'E., 147.50 feet to the northeast corner of said lot; thence S.1°30'W., 262.15 feet to the southeast corner of said lot in the centerline of Old Plank Road; thence along said centerline S.72°42'W., 77.42 feet; thence S.58°45'W., 77 feet, more or less, to the northwest corner of Tract Four (4) of the land described in the warranty deed in Book 1242 at page 193 and the northeast corner of Brookside Townhomes Plat 1 as recorded in Book 3332 at Page 25; thence along the east line of said Plat S.1°04’00”E., 338.48 feet to the northwest corner of Walnut Brook Plat 4 as recorded in Plat Book 38 at Page 68 (now known as Walnut Brook Condominiums as recorded in Book 2902 at Page 85; thence along the lines of said Plat N.78°37'35"E., 539.36 feet; N.0°05'00"W., 177.60 feet; S.89°06'15"E., 111.26 feet; S.0°25'50"E., 4.00 feet; S.89°06'15"E., 121.98 feet to the northeast corner of said Plat; thence S.89°06'15"E., 30.0 feet to the east line of said Section 2 and the west line of Bethel Falls Plat 1 as recorded in Plat Book 40 at Page 5; thence along said west line N.0°23’35”W., 289.6 feet to the center of Old Plank Road; thence along the centerline of said road and the north line of said Plat  N.79°28’05”E., 706.90 feet to the northeast corner of said Plat; thence along the east line of said Plat S.4°38’20”W., 1,025.41 feet to the southeast corner of said Plat on the north line of Tract # 7 of the survey in Book 312 at page 607; thence S.88°25’E., 264.0 feet to the northeast corner of said Tract # 7 and the northwest corner of Tract # 1 of said survey; thence S.88°25’E., 781.9 feet to the northeast corner of said Tract # 1 on the northwesterly right-of-way line of State Route K; thence S.53°43’E., 30.0 feet to the centerline of said Route K; thence along said centerline, S.36°17’W., 600 feet; thence N.53°43’W., 30.0 feet to the southeast corner of Tract # 4 of said survey; thence N.85°55’W., 626.7 feet to the southwest corner of said Tract # 4 and the northeast corner of Tract # 11 of said survey; thence along the easterly lines of said Tract #11 and Tract #12 S.23°25’W., 239.5 feet to the southeast corner of said Tract #12; thence along the south line of said Tract #12 N.83°20’W., 581.6 feet to the southwest corner of said Tract #12; thence North, 634.6 feet to the northwest corner of said Tract # 7 and the southwest corner of said Bethel Falls Plat 1; thence N.0°37’W., 422.9 feet to the southeast corner of said Walnut Brook Plat 4; thence along the lines of said plat, S.65°44'05"W., 235.75 feet; S.0°21'00"W., 140.00 feet; S.69°13'25"W., 611.09 feet to the northwest corner of Walnut Brook Subdivision, Plat No. 2 as recorded in Plat Book 11 at page 127; thence along the northeasterly line of Lot 16 of said Plat No. 2, S.49°51'E., 251.15 feet to the east corner of said lot; thence S.56°31'E., 25.0 feet to the centerline of Bethel Lane; thence along said centerline along a curve to the left having a radius of 100.0 feet, a distance of 61.3 feet (the chord of said curve having bearing and distance of S.15°39'W., 60.3 feet); thence continuing along said centerline S.1°04'E., 452.6 to the centerline of Brookside Lane; thence along said centerline S.88°26'W., 40.03 feet; thence leaving said centerline S.1°34'E., 25.00 feet to the northeast corner of Lot 51; thence continuing S.1°34'E., 158.57 feet to the southeast corner of said lot; thence S.85°35'W., 157.91 feet to the southwest corner of Lot 52; thence S.1°04'E., 460.00 feet to the southwest corner of Lot 53 of said Walnut Brook, Plat 2; thence S.89°00'W., 1,905 feet to the center of Section 2, Township 47 North, Range 13 West;
thence continuing S.89°00'W., 734.7 feet along the east west quarter section line to the centerline of Old Plank Road; thence with said centerline the following S.38°07’15”W., 281.50 feet; S.38°36'25"W., 161.50 feet; S.28°36'40"W., 138.40 feet; thence leaving said centerline N.61°23'20"W., 28.96 feet to the northeast corner of the tract of land described in the warranty deed in Book 285 at page 34; thence with the lines of said tract, N.81°26'40"W., 198.00 feet; S.14°43'00"W., 130.00 feet; S.10°05'15"E., 198.00 feet to the south corner of said tract; thence leaving the lines of said tract S.74°36'35"E., 32.76 feet to said centerline of Old Plank Road; thence with said centerline, S.15°23'25"W., 44.45 feet to the north corner of Tract #2 of the survey recorded in Book 339 at page 619; thence along the lines of said survey S.52°58'E., 255 feet; thence S.4°07'W., 22 feet; thence N.78°35'W., 241.6 feet to said centerline of Old Plank Road; thence leaving said survey and along said centerline S.15°23'25'W., 100.00 feet; S.19°28'30"W., 453.91 feet; to the corner of a survey recorded in Book 279 at page 378; thence along said survey N.89°08'E., 540 feet; thence N.3°50'W., 428 feet to a fence line; thence along said fence line N.86°30'E., 101 feet to the centerline of a creek; thence along said centerline S.17°23'E., 64.5 feet; S.25°49'W., 121.6 feet; S.79°16'E., 165 feet; S.31°40'W., 375 feet; S.17°35'W., 357.3 feet; S.27°30'W., 316 feet; S.19°15'W., 573.3 feet to the south line of Section 2, Township 47 North, Range 13 West;
thence leaving said centerline along said south line N.89°49'30"E. to the northwest corner of the northeast quarter of the northwest quarter of Section 11, Township 47 North, Range 13 West; thence S.0°00’50"W., along the quarter quarter section line, 513.90 feet to the southwest corner of Tract #1 of the survey in Book 328 at page 236 on the north line of Victoria South Plat 2 as recorded in Plat Book 34 at Page 78; thence along the south line of said survey N.89°46'E., 265.4 feet to the southwest corner of Tract #3 of said survey; thence along the lines of said Tract #3, N.2°16'E., 200.0 feet; N.89°46'E., 500.0 feet and S.2°16'W., 200.0 feet to the southeast corner of said tract; thence leaving said lines S.19°04'00"E., to the north line extended west of Tract 11 of the survey recorded in Book 379 at page 722; thence along said extension and said north line, N.89°46'E., 490.5 feet to the northeast corner of said tract on the quarter section line; thence northerly along said quarter line and the west line of Tract 2 of the survey in Book 396 at page 687, a distance of 600.0 feet to the north quarter corner of said Section 11; thence N.85°35'E., along the north line of said Tract 2, a distance of 1,365.9 feet to the northeast corner thereof; thence continuing along said tract boundary S.4°20'W., 311.0 feet; thence S.23°22'E., 188.2 feet to the north right-of-way line of said State Route “K”; thence S.43°25’E., to the south right-of-way line of said State Route “K” on the north line of a tract of land described in a trustees deed in Book 2388 at Page 71; thence along said line N.53°32’E., 31.0 feet; thence continuing along said line N.51°47’E., 182.00 feet to the north corner of said tract; thence along the east line of said tract, said east line also being the west line of Hill Creek Road, S.5°44’W., 420.00 feet to the southeast corner of said tract at the northeast corner of a tract as shown by a survey in Book 379 at Page 335; thence continuing S.5°44’W., along the east line of said tract 120.00 feet to the northeast corner of a tract as shown by a survey in Book 374 at Page 718; thence along the lines of said tract S.5°44’W., 120.00 feet; thence N.84°16’W., 200.00 feet; thence N.5°44’E., 120.00 feet to the southeast corner of a tract as shown by a survey in Book 388 at Page 436; thence along the south line of said tract N.84°16’W., 30.00 feet to the southwest corner of said tract on the south line of said tract in said Book 2388 at Page 71, said line also being the northerly line of Tract 1 of a survey as shown in Book 1097 at Page 917; thence along said south line S.77°10’50”W., 119.2 feet to the southwest corner of said tract in Book 2388 at Page 71, said corner being on the easterly extension of the easterly line of Lot 4 of K-View Acres as shown by a survey in Book 318 at Page 478; thence along the southwesterly line of said tract in Book 2388 at Page 71 N.26°18’W., 242.0 feet to the northwest corner of said tract on the south right-of-way line of said State Route “K”; thence N.32°56’W. to the north right-of-way line of said State Route “K”; thence along said right-of-way line S.57°04'W., 483.3 feet; thence S.63°34'W., 427.0 feet; thence S.70°05'W., 84.3 feet to the southeast corner of Tract 1 of said survey in Book 396 at Page 687; thence along the lines of said Tract 1, N.26°04'W., 230.7 feet; thence N.79°39'W., 150.0 feet to said quarter section line at the northwest corner of said Tract 1; thence along the west line of said Tract 1, S.1°54'E., 332.3 feet to the southeast corner of Tract B of the survey in Book 345 at page 212 on the north right-of-way line of State Route “K”; thence continuing S.1°54'E., to the south right-of-way line of said Route “K”; thence along said right-of-way line and the north line of Lot 4 of K-View Acres as recorded in Plat Book 7 at page 4, N.79°35'E., 116 feet to the northeast corner of said lot; thence S.1°54'E., 362.0 feet to the southeast corner of said lot; thence S.64°14'W., 240.0 feet to the southwest corner of Lot 3 of said K-View Acres; thence N.1°54'W., 383.0 feet to the northwest corner of said Lot 3 on said south right-of-way line; thence continuing N.1° 54'W., to the north right-of-way line of said Route “K”; thence S.87°40'W., 113.4 feet, more or less; thence N.84°35'W., 192.3 feet to the southwest corner of said Tract B of said survey in Book 345 at page 212; thence continuing N.84°35'W., 60 feet, more or less, to the southeast corner of Tract Two of the survey in Book 356 at page 518;  thence S.89°27'W., 199.4 feet to the southwest corner of Tract One of said survey, also being the southeast corner of the tract described in the warranty deed in Book 676 at Page 309; thence S.89°27'W., along the south lines of said tract and the tracts described in the deeds in Book 1346 at page 742 and in Book 291 at page 639, a distance of 660 feet to the north right-of-way line of State Route “K”; thence along said right-of-way line along a curve to the right having a radius of 1,115.80 feet a distance of 249.74 feet (the chord of said curve having bearing and distance of N.74°10'55"W., 249.20 feet); thence leaving said right-of-way line, N.20°56'50"E., 80.00 feet; thence N.11°19'50"E., 38.40 feet; thence N.2°38'00"E., 180.00 feet; thence N.80°16'00"W., 175.00 feet to the west line of Tract 1 of the survey recorded in Book 279 at page 382; thence N.1°28'00"E. along said west line 883.05 feet to the north line of said Section 11; thence along said north line S.89°46'W., 335 feet to the centerline of Old Plank Road at a point N.89°46'E., 630 feet from the northwest corner of said section; thence along said centerline N.37°55'E., 267 feet to the northeast corner of the tract described in the warranty deed in Book 786 at page 422 and the southeast corner of the tract described in the warranty deed in Book 462 at page 880; thence along the line between said tracts S.89°46’W., 796 feet to the west line of Section 2, Township 47 North, Range 13 West;
thence along said section line, N.0°16'45"W., 1,110.48 feet to the southeast corner of Highland Ridge Plat 3 as recorded in Plat Book 32 at Page 82 and the southeast corner of the northeast quarter of the southeast quarter of said Section 3; thence along the quarter-quarter line and the south line of said Plat N.89°54’50"W., 1,311.04 feet to the southwest corner of said Plat and the southwest corner of the northeast quarter of the southeast quarter; thence along the west line of said Plat and the quarter-quarter line, N.0°04'20"W., 769.15 feet to the northwest corner of said Plat; thence along the north line of said Plat N.89°56'35"E., 648.25 feet to the northeast corner of said Plat; thence along the east line of Tract 1 of the survey as recorded in Book 1158 at Page 166 N.0°16'45"W., 548.15 feet to the north line of the southeast quarter of said Section 3; thence South 89°56'35" West, 1,953.46 feet to the center of said Section at the northeast corner of Tract 1 of the survey as recorded in Book 3393 at Page 64; thence along the north line of said Tract N.85°38’55”W., 234.88 feet to the northwest corner of said tract; thence leaving said east-west quarter section line and along the lines of said Tract 1 S.1°28’25”W., 937.24 feet; S.88°40’00”E., 237.62 feet to the northeast corner of the survey in Book 916 at page 680; thence S.0°32'20"W., 235.08 feet to the northeast corner of The Cascades, Plat 1 as recorded in Plat Book 36 at Page 82; thence along the east line of said Plat S.1°18’20”W., 1,350.91 feet to the southeast corner of said Plat at the northeast corner of The Cascades, Plat No. 3 as recorded in Plat Book 38 at Page 86; thence along the east line of said Plat S.1°18’20”W., 105.41 feet to the quarter corner common to said Section 3 and Section 10; thence continuing along said east line S.1°10’30”W., 1,426.59 feet to the southeast corner of said Plat at the northeast corner of The Cascades, Plat No. 4 as recorded in Plat Book 40 at Page 9; thence along the east line of said Plat S.1°10’30”W., 548.29 feet to the north right-of-way line of Missouri Route K; thence continuing along said quarter line 77.46 feet to the south right-of-way line at the northeast corner of Williamson Place Plat 4 as recorded in Plat Book 39 at Page 128; thence continuing along said quarter line S.0°06'55"E., 1,060.00 feet to the southeast corner of said Plat; thence along the lines of said Plat, Williamson Place Plat 3 as recorded in plat Book 39 at Page 127, Williamson Place Plat 1 as recorded in plat Book 39 at Page 84 and Williamson Place Plat 2 as recorded in Plat Book 39 at Page 115 the following bearings and distances: S.72°59'00"W., 295.98 feet; S.51°42'30"W., 189.91 feet; N.76°48'00"W., 779.88 feet; S.29°35'55"W., 270.98 feet; S.79°03'20"W., 222.77 feet; N.46°22'10"W., 220.40 feet; N.10°14'25"W., 260.94 feet; N.76°47'45"W., 199.93 feet; N.10°15'35"W., 353.21 feet to said south right-of-way line; thence N.15°29'20"W., 30.00 feet to the centerline of said Route K; thence along said centerline S.74°30'40"W., 69.32 feet; thence continuing along said centerline along a curve to the right having a radius of 1,432.39 feet a distance of 455.12 feet (the chord of said curve having bearing and distance of S.83°36'35"W., 453.21 feet); thence continuing along said centerline N.87°18’30”W., 56.85 feet to the east line of Section 9, Township 47 North, Range 13 West; thence leaving said centerline along said section line;
thence along said section line and the west line of the survey as recorded in Book 2404 at Page 56 S.0°59'30"W., 2,620.77 feet to the southeast corner of said section; thence along the section line and the south line of the survey as recorded in Book 2985 at Page 175 N.88°43'25"W., 2,206.04 feet; thence leaving said section line and continuing along the lines of said survey N.0°20'10"W., 849.58 feet;  N.88°43'45"W., 367.30 feet to the west line of the southeast quarter of said section; thence along said quarter section line and a line of the survey as recorded in Book 2446 at Page 41 N.0°20'35"W., 460.06 feet to the southeast corner of  Boone’s Pointe as recorded in Plat Book 39 at Page 67; thence along the south line of said Plat N.89°13'10"W., 2,610.68 feet to the southwest corner of said Plat in the centerline of R.A. Nursery Road and on the west line of the Section 9, Township 47 North, Range 13 West;
thence along said section line, the west line of Grassland Hills Plat 1 as recorded in Plat Book 33 at Page 90 and the west line of Deerfield Ridge Plat 2 as recorded in Plat Book 42 at Page 36 N.0°13’40”W., 1,355.85 feet to the west quarter corner of said section; thence continuing along the section line and the west line of said Deerfield Ridge N.0°29’10”E., 1,841.37 feet to the northwest corner of said Plat; thence leaving said section line along the lines of said Plat S.89°30’50”E., 622.00 feet; S.53°19’45”W., 144.28 feet; S.13°31’35”E., 69.55 feet; S.29°05’20”E., 138.61 feet; S.54°00’25”E., 54.04 feet; N.86°18’45”E., 111.63 feet; S.51°36’35”E., 254.23 feet; S.79°00’10”E., 84.21 feet; S.19°37’30”E., 89.82 feet; S.15°23’30”W., 304.46 feet; N.85°57’20”E., 105.51 feet; N.39°22’35”E., 236.84 feet; N.87°49’50”E., 102.42 feet; S.33°51’05”E., 79.53 feet; S.80°57’50”E., 119.20 feet; S.10°34’15”E., 54.60 feet; S.53°45’40”E., 107.28 feet; S.6°44’30”W., 105.81 feet ;S.27°20’55”W., 1,183.04 feet; S.31°44’10”W., 543.10 feet to the north right-of-way line of State Route K as described in the Road and Utility Easement in Book 2726 at page 67 at a point 150.00 feet perpendicular to and northerly of centerline station 405+95.00; thence S.8°40’10”W., 40.00 feet to said centerline station; thence along said centerline S.81°19’50”E., 95.70 feet to P.T. Station 404+99.3; along a curve to the left having a radius of 1,145.92 feet, a distance of 560.00 feet to P.C. Station 399+39.30 (the chord of said curve having bearing and distance of N.84°40'10"E., 554.45 feet); N.70°40'10"E., 640.00 feet to P.T. Station 392+99.30;
along a curve to the right having a radius of 1,909.86 feet, a distance of 400.00 feet to P.C. Station 388+99.30, (the chord of said curve having bearing and distance of N.76°40'10"E., 399.27 feet); N.82°40'10"E., 1,033.10 feet to P.T. Station 378+66.2; along a curve to the left having a radius of 1,909.86 feet, a distance of 333.33 feet to P.C. Station 375+32.9 (the chord of said curve having bearing and distance of N.77°40'10"E., 332.91 feet); N.72°40'10"E., 113.37 feet to P.T. Station 374+14.9; along a curve to the right having a radius of 953.80 feet, a distance of 133.76 feet to the north line of the southeast quarter of said Section 9 (the chord of said curve having bearing and distance of N.76°41'15"E., 133.65 feet); thence along said quarter line S.89°18'15"E., 1,279.38 feet to the east quarter corner of said Section; thence along the section line, the west lines of The Cascades Plat No. 5 as recorded in Plat Book 38 at Page 114, The Cascades Plat 2 as recorded in Plat Book 37 at Page 38 and The Cascades Plat 1 as recorded in Plat Book 36 at Page 82  N.0°14'30"E., 2,648.24 feet to the northwest corner of Section 10; thence along the east-west section line S.88°36'30"E., 211.20 feet to the southwest corner of Mahan Estates, Plat No. 1 as recorded in Plat Book 31 at page 48 (now part of said The Cascades Plat 1); thence leaving said line and along the lines of said plat, N.0°14'00"W., 101.40 feet; N.83°44'50"E., 244.80 feet; N.76°19'50"E., 210.40 feet; N.66°08'40"E., 62.08 feet; N.58°45'30"E., 46.90 feet thence N.2°01'20"W., 16.14 feet to a corner of the tract shown by the survey in Book 1308 at page 412; thence along the west line of said tract, North 1,008.50 feet to the northwest corner of said tract; thence N.89°43'30"W., 765.39 feet to the west line of section 3, Township 47 North, Range 13 West; thence along said line; N.0°29'50"E., 1,377.0 feet to the east quarter corner of said Section 4; thence continuing along the section line and the east line of the survey recorded in Book 687 at Page 934, N.0°06’00”W., 2,492.62 feet to the southeast corner of Mill Creek Manor, Plat No. 2 (Plat Book 38 at Page 116); thence along the south line of said Plat No. 2 and the south line of Mill Creek Manor, Plat No. 1 (Plat Book 38 at Page 51), S.89°32’05”W., 2,851.19 feet to the east right-of-way line of State Route KK; thence continuing S.89°32’05”W., 34.61 feet Route KK; thence along the center of said road the following, S.29°27’35”W., 838.15 feet; along a curve to the right having a radius of 2,865.26 feet a distance of 250.04 feet (the chord of said curve having bearing and distance of S.31°57’35”W., 249.96 feet);S.34°27’35”W., 1,471.20 feet; along a curve to the right having a radius of 573.03 feet a distance of 550.07 feet (the chord of said curve having bearing and distance of S.61°57’35”W., 529.20 feet); S.89°27’35”W., 450.97 feet to the west line of Section 4; thence along said section line N.0°16’50”W., 10.5 feet to the west quarter corner of said Section 4; thence with the section line N.0°16'45"W., 550.00 feet; thence S.89°43'15"W., 90.00 feet; thence N.53°29'25"W., 199.71 feet; thence S.89°43'15"W., 441.05 feet; thence S.42°10’35”W., 120.00 feet; thence N.47°48’25”W., 170.02 feet; thence S.4°10'40"W., 136.68 feet; thence S.16°28'30"W., 348.29 feet; thence S.7°56'55'W., 187.41
feet; thence S.0°34'40"E., 46.00 feet to the south line of the northeast quarter of said Section 5; thence with said quarter section line, S.89°25'20"W., 2,348.93 feet; thence N.23°48'20"E., 304.58 feet; thence N.60°44'40"W., 148.80 feet; thence S.34°48'20"W., 431.06 feet to the quarter section line; thence along said line S.89°25'20"W., 30.45 feet; thence leaving said line S.14°49’00”W., 23.33 feet to the northeast corner of Lot 4 of Turner Ridge Subdivision as recorded in Plat Book 15 at Page 8 on the south right-of-way line of said Route KK; thence continuing S.14°49’W., 800.0 feet to the southeast corner of said lot; thence along the south line of said lot N.85°14’30”W., 218.3 feet to the southwest corner of said lot; thence along the west line of said lot, said west line also being the east right-of-way line of said Route KK, along a non-tangent curve to the left having a radius of 984.93 feet a distance of 292.25 feet (the chord of said curve having bearing and distance of  N.16°17’30”E., 291.15 feet) to a point thirty (30) feet right of centerline P.T. station 24+90.6 of said Route KK; thence continuing along said west line N.7°47’30”E., 174.65 feet to a point thirty (30) feet right of centerline P.C. Station 26+66.1 of said Route KK; thence leaving said west line N.82°12’30”W., 60.00 feet to the southeast corner of Tract One (1) of the survey in Book 636 at page 465; thence N.89°38’40”W., 693.93 feet to the southwest corner of said tract; thence N.2°49’40”W., 303.51 feet to the northwest corner of said tract on the quarter section line; thence along the south line of the survey recorded in Book 2910 at Page 22 S.89°25’20”W., 600.00 feet to the west quarter corner of said Section 5;
thence N.0°08’20”E., along the section line and the west line of said survey, 3,449.39 feet to the northwest corner of said survey; thence along the north line of said survey N.89°42’50”E., 1,351.05 feet; thence N.0°10'30"E., 1,434.46 feet to the north sixteenth corner on the north line of said Section 5; thence along said section line S.84°55’20”E., 114.95 feet to the southwest corner of Bradbury Estates (Plat Book 40 at Page 92); thence along the lines of said Plat N.31°30’00”E., 415.00 feet; N.26°12’55”E., 626.25 feet; S.85°26’40”E., 676.26 feet; S.0°24’20”E., 956.50 feet to the south quarter corner of Section 32, Township 48 North, Range 13 West on the north line of Thornbrook Plat No. 12 (Plat Book 38 at Page 43);
thence along said line and the south line of said Section 32 S.85°11'50"E., 58.23 feet to the north quarter corner of said Section 5; thence continuing with the section line and the lines of said Thornbrook Plat No.12, Thornbrook Plat No.11 (Plat Book 38 at Page 1), Thornbrook Plat No. 6 (Plat Book 35 at Page 2) and Thornbrook Plat No. 14 (Plat Book 40 at Page 59) S.85°11'45"E., 2,350.24 to the northeast corner of said Plat No.14; thence leaving said section line along the lines of said Plat No. 14 S.0°57'20"E., 453.75 feet; S.89°01'00”W., 30.00 feet; S.0°57'20"E., 62.00 feet; S.89°01'00"W., 170.00 feet; S.0°59'50"E., 200.00 feet; N.89°01'00"E., 199.86 feet to the southeast corner of Tract 1 of the survey recorded in Book 1073 at Page 51; thence along the east line of said Tract 1 N.0°28'25"E., 42.60 feet; thence along the north line of Thornbrook , Plat No. 4 (Plat Book 34 at Page 7 N.89°00’50"E., 275.44 feet to the east line of said Section; thence along said section line S.0°16'50"E., 826.60 feet; thence leaving said section line the following N.89°43’55"E., 290.00 feet; N.44°43'55"E., 325.00 feet; S.86°16'05"E., 205.0 feet; S.81°46'05"E., 783.0 feet; S.61°46'05"E., 370.0 feet; S.84°46'05"E., 365.0 feet; S.27°16'05"E., 225.0 feet; S.74°46'05"E., 154.65 feet to the center of said State Route KK; thence along the center of said road the following, along a curve to the left having a radius of 1,145.73 feet a distance of 253.10 feet (the chord of said curve having bearing and distance of N.13°17’20”E., 252.59 feet); N.6°57’35”E., 257.60 feet; along a curve to the right having a radius of 1,909.74 feet a distance of 299.98 feet (the chord of said curve having bearing and distance of N.11°27’35”E., 299.67 feet); N.15°57’35”E., 576.80 feet; along a curve to the left having a radius of 1,909.97 feet a distance of 189.12 feet (the chord of said curve having bearing and distance of N.13°07’25”E., 189.05 feet) to the north line of Section 4, Township 47 North, Range 13 West;
thence continuing along said centerline along a curve to the left having a radius of 1,309.97 feet a distance of 186.93 feet (the chord of said curve having bearing and distance of N.7°45’05”E., 186.47 feet); N.5°57’20”E., 742.30 feet; along a curve to the right having a radius 572.95 feet a distance of 190.99 feet (the chord of said curve having bearing and distance of N.15°30’20”E., 190.11 feet); N.25°03’20”E., 81.40 feet to the end of said State Route KK at Station 132+42.0; thence N.22°14’30”E., along the centerline of Old Mill Creek Road a distance of 146.45 feet to the north line of the south half (1/2) of the southeast quarter (1/4) of Section 33, Township 48 North, Range 13 West; thence along said section line and the north line of Magnolia Falls (Plat Book 41 at Page 64) S.82°48’50”E., 2,222.41 feet to the northeast corner of the south half of the southeast quarter of Section 33, Township 48 North, Range 13 West;
thence along the east line of said section and said Plat S.1°29’05”W., 1,334.78 feet to the southeast corner of said Section 33; thence along the township line S.83°32’00”E., 409.97 feet to the southwest corner of Lot 1 of Cunningham Quality Estates as recorded in Plat Book 40 at Page 34; thence along the west line of said Lot 1 N.1°25’40”E., 472.15 feet to the northwest corner of said Lot 1; thence along the north line of said Lot 1 S.83°45’00”E., 465.35 feet to the northeast corner of said Lot 1; thence along the east line of said Lot 1 S.1°25’20”W., 473.90 feet to the southeast corner of said Lot 1 on the south line of Section 34, Township 48 North, Range 13 West; thence along said south section line and the south line of said Plat S.83°32’00”E., 465.54 feet to the southeast corner of said Plat at the southeast corner of the west half of the southwest quarter of Section 34; thence along the east line of said west half N.1°25’00”E., 3,117.91 feet to the southeast corner of Lot 7 of Mill Creek Terrace Plat Number 3 as recorded in Plat Book 32 at page 61; thence leaving said west line and along the south line of said Lot 7 and Lot 6 of said Plat Number 3, N.85°31'15"W., 626.45 feet to the southwest corner of said Lot 6; thence along the west line of said Lot 6, N.0°00'30"E., 418.07 feet to the northwest corner of said lot; thence N.2°04'50"E., 25.00 feet to the centerline of Mill Creek Terrace; thence along said centerline, S.87°55'10"E., 173.93 feet; thence N.2°04'50"E., 20.00 feet to the center of a cul-de-sac having a radius of 45.00 feet; thence N.26°08'E., 45.00 feet to the west corner of Lot 2 of Mill Creek Terrace as recorded in Plat Book 21 at page 43; thence along the lines of said lot, N.26°15'E., 199.96 feet; North, 197.65 feet to the northwest corner thereof on the south line of the northwest quarter of the northwest quarter of said Section 34; thence along said south line and the south line of The Pines (Plat Book 28 at Page 38), N.85°17'15"W., 996.11 feet to the southwest corner of said quarter-quarter; thence with the west line of said quarter-quarter S.5°34'45"E., 605 feet, more or less, to the easterly prolongation of the south line of Lot 12 of Country Farms Plat 3 as recorded in Plat Book 43 at page 39; thence along said prolongation and said south line, S.84°25'25"W., 732.83 feet to the southeast corner of Country Farms, Plat 12 as recorded in Plat Book 37 at page 2; thence along the south line of said Plat 12, N.84°29'00"W., 718.55 to the southwest corner of said plat; thence S.85°19'35"W., 25.00 feet to the centerline of Harvest Road; thence along said centerline, N.4°40'25"W., 653.64 feet to the centerline of Old Field Road; thence along the centerline of said Old Field Road, N.89°34'20"W., 393.7 feet; thence leaving said centerline, N.0°25'40"E., 25.0 feet to the southwest corner of Lot 8A of the Replat of Lot 8 of Country Farms as recorded in Plat Book 24 at page 69; thence along the lines of said Lot 8A, N.5°34'11"W., 625.71 feet; N.89°52'14"E., 419.20 feet and S.5°33'32"E., 626.93 feet to the southeast corner thereof; thence S.0°25'40"W., 25.00 feet to said centerline of Old Field Road; thence along said centerline S.89°34'20"E., 605.59 feet; S.82°41'00"E., 92.71 feet; thence leaving said centerline, N.7°19'00"E., 25.00 feet to the southwest corner of Lot 10 of said Country Farms as recorded in Plat Book 11 at page 262; thence N.5°34'43"W., along the west lines of said Lot 10 and Lot 1 of said plat, 1,265.46 feet to the northwest corner of said Lot 1; thence N.0°08'W., 30.00 feet to the north line of Section 33, Township 48 North, Range 13 West;
thence along said north line, N.89°52'E., 728.2 feet to the northwest corner of said Section 34; thence with the north line of said section in an easterly direction to the southwest corner of Walker’s Ridge (Plat Book 28 at Page 18); thence with the lines of said Plat, N.0°00’40”W., 704.69 feet; S.89°59’50”E., 593.98 feet to the northeast corner of said Plat; thence with the west line of the east half of the west half of Section 27, Township 48 North, Range 13 West, the east line of Country Woods Subdivision Plat No. 1 (Plat Book 11 at Page 247) and the east line of Country Woods Subdivision Plat No. 2 (Plat Book 21 at Page 16), N.0°17’W., 3,252.60 feet to the center of Hinkson Creek and the northeasterly corner of said Country Woods Subdivision, Plat No. 2; thence with said center of Hinkson Creek and the northeasterly boundary of said Plat No. 2, N.52°12'W.,358.20 feet to the east corner of Lot 52 of said Plat; thence along the southeasterly line of said lot, S.41°37'W., 629.95 feet to the south corner of said lot; thence continuing S.41°37'W., 25.00 feet to the centerline of Old Ridge Road; thence along said centerline, N.48°23'W., 190.0 feet; thence leaving said centerline N.41°37'E., 25.00 feet to the west corner of said lot; thence continuing N.41°37'E., 574.5 feet to the north corner of said lot in the center of said Hinkson Creek; thence along said center of Hinkson Creek and the lines of said subdivision S.82°19'30"W., 255.30 feet; S.64°36'30"W., 184.0 feet; N.44°30'W., 620.5 feet; N.34°02'30"W., 270.6 feet to the north corner of Lot 58 of said Plat on the south line of the MKT Parkway, formerly the Missouri-Kansas-Texas Railroad; thence with said south line, and the lines of said Plat, on a curve to the left having a radius of 1,382.39 feet, a distance of 426.66 feet (the chord of said curve having bearing and distance of S.54°08’30”W., 424.97 feet); S.45°18'W., 390.75 feet to the west corner of Lot 60 of said Plat; thence continuing S.45°18'W., 60.25 feet to the north corner of Country Meadows Subdivision as recorded in Plat Book 24 at Page 26; thence along the northwesterly line of said Plat S.45°18'W., 662.70 feet to the northwesterly corner of said subdivision on the east line of the of the southwest quarter of the northeast quarter of Section 28, Township 48 North, Range 13 West;
thence in a southerly direction along the quarter-quarter lines and the lines of said Country Meadows Subdivision, Hunters Ridge Subdivision (Plat Book 25 at Page 2) and Spring Creek Plat 1 (Plat Book 34 at Page 9) S.0°23°W., 3,560.15 feet to the south line lot said Section 28;
thence N.83°16'20"W. along the south line of said section, 804 feet to the northerly prolongation of the east line of Tract #4 of Country Farms as per Plat Book 11 at page 262;
thence along said east line S.5°35’E., 655 feet to the southeast corner of said tract and the northeast corner of the Replat of Lot 7, Country Farms Subdivision as recorded in Plat Book 37 at page 53; thence along the east line of said plat, S.5°32'55"E., 624.86 feet to the southeast corner of said plat; thence S.0°03'35"W., 25.00 feet to the centerline of Old Field Road; thence along said centerline, N.89°56'25"W., 657.43 feet; thence continuing along a curve to the left having a radius of 100.0 feet, a distance of 89.30 feet (the chord of said curve having bearing and distance of S.68°39'W., 86.36 feet); thence leaving said centerline N.47°14'45”W., 25.0 feet to the right-of-way line of Vineyard Way; thence continuing N.47°14'45”W., 59.38 feet to the east corner of the Replat of part of Lot 6 and Lot 15 of Country Farms Subdivision (Plat Book 33 at Page 27); thence along the north line of said Plat, S.88°01'00”W., 609.97 feet to the northwest corner of said Plat east line of Copperstone Plat 4 (Plat Book 42 at Page 11; thence along said east line and the east lines of said Copperstone Plat 4, Copperstone Plat 2 (Plat Book 40 Page 116) and Copperstone Plat 1 (Plat Book 40 Page 115), S.0°0.’45”W., 2,705.44 feet, to the southeast corner of said Plat 1; thence along the south line of said Plat 1 N.84°20’45”W., 1,762.39 feet to the southwest corner of said Plat on the west line of said Section 33; thence along said section line and the west line of said Plat, the west line of said Copperstone Plat 2 and the west line of the survey recorded in Book 2860 at Page 59, N.0°06’25”E., 3,979.83 feet to the northwest corner of said section; thence easterly along the north line of said section to the centerline of Vawter School Road; thence along said centerline along a curve to the right in a northwesterly and northerly direction to the intersection with Scott’s Boulevard; thence along the centerline of said Scott’s Boulevard in a northwesterly and northerly direction to the north line of said MKT Parkway  as shown on the survey recorded in Book 474 at page 521 at the southwest corner of the survey recorded in Book 3011 at Page 99 (also known as “Final Plan Coastal Electric); thence along said north line and the lines of said survey S.84°37'50"E., 93.80 feet; along a curve to the left having a radius of 1,382.40 feet a distance of 600.33 feet (the chord of said curve having bearing and distance of N.82°55'45"E., 595.62 feet); N.70°30'E., 266.90 feet to the east corner of said survey at the southeast corner of Lot 16 of Ashby West PRD, Final Plan Block A as recorded in Plat Book 15 at page 40; thence with the lines of said Lot 16, N.82°54'01"W., 123.45 feet; N.7°05'59"E., 158.48 feet to the centerline of Bethany Drive; thence along said centerline N.82°54'01"W., 46.87 feet; thence leaving said centerline N.7°05'59"E., 25.0 feet to the southwest corner of Lot 10 of said Plat; thence continuing N.7°05'59"E., 133.48 feet to the northwest corner of said Lot 10; thence N.82°54'01"W., 80.0 feet to the northeast corner of Lot 8 of said Plat; thence along the east line of said lot and the prolongation thereof S.7°05'59"W., 158.48 feet to said centerline of Bethany Drive; thence along said centerline N.82°54'01"W., 80.0 feet; thence leaving said centerline N.7°05'59"E., 25.0 feet to the southwest corner of said Lot 8; thence continuing N.7°05'59"E., 133.48 feet to the northwest corner of said lot; thence N.82°54'01"W., 80.0 feet to the northeast corner of Lot 6D of the Replat of Lot 6 of said Ashby West, Block “A” as recorded in Plat Book 16 at page 50; thence along the east line of said Lot 6D and the prolongation thereof S.7°05'59"W., 158.48 feet to said centerline of Bethany Drive; thence along said centerline S.82°54'01"E., 11.84 feet; thence leaving said centerline S.7°05'59"W., 25.00 feet to the northeast corner of Lot 13b of Ashby West II, PRD, as recorded in Plat Book 24 at page 39; thence continuing S.7°05'59"W., 133.48 feet to the southeast corner of said Lot 13b; thence N.82°54'01"W., 80.0 feet to the southwest corner of said lot; thence N.7°05'59"E., 133.48 feet to the northwest corner of said lot; thence continuing N.7°05'59"E., 25.0 feet to said centerline of Bethany Drive; thence along said centerline N.82°54'01"W., 251.84 feet; thence leaving said centerline N.7°05'59"E., 25.0 feet to the southwest corner of Lot 3 of said Ashby West Block “A” PRD; thence continuing N.7°05'59"E., 133.48 feet to the northwest corner of said Lot 3; thence N.82°54'01"W., 80.0 feet to the northeast corner of Lot One (1) of said Ashby West, Block “A”; thence along the east line of said lot, S.7°05'59"W., 133.48 feet to the southeast corner of said lot; thence continuing S.7°05'59"W., 25.0 feet to said centerline of Bethany Drive; thence along said centerline N.82°54'01"W., 82.77 feet; thence N.87°59'01"W., 49.30 feet to the centerline of Scotts Boulevard; thence along said centerline N.2°00'59"E., 163.49 feet to the northwest corner of said Ashby West Block A PRD at the southwest corner of Tom and Jeff’s Most Excellent Adventure Plat 1 (Plat Book 38 at Page 95); thence N.0°43'50"E., with the west line of said Plat, a distance of 280.12 feet to the northwest corner of said Plat; thence with the west line of Katy Lake Estates Plat 3 (Plat Book 28 at Page 74) N.0°26'30"W., 336.18 feet; thence N.12°29'00"E., 4.39 feet; thence N.0°08'20"E., 310.10 feet; N.0°30'00"E., 197.94 feet; N.0°37’00”W., 284.71 feet to the northwest corner of said Plat; thence continuing along said centerline and the west lines of Katy Lake Estates Plat 2-C (Plat Book 29 at Page 3), Katy Lake Estates Plat 2-B (Plant Book 28 at Page 96), Katy Lake Estates Plat 2-D (Plat Book 30 at Page 98) and the survey recorded in Book 501 at Page 388 N.0°37'00"W., 1,907.92 feet to the south line of Woods Edge Subdivision as recorded in Plat Book 31 at Page 79; thence along said south line S.89°48'35"W., 201.97 feet; thence N.55°43'00"W., 453.91 feet; thence N.84°31'55"W., 176.80 feet to the northwest corner of Pinebrook Estates (Plat Book 15 at Page 18); thence along the lines of said Plat; S.26°47'W., 139.0 feet; S.18°59'W., 400.02 feet; S.21°04'W., 104.09 feet to the northwest corner of Brookview Meadows Plat No. 1 (Plat Book 15 at Page 17); thence along the lines of said Plat S.21°04’W., 325.0 feet; S.50°52'W., 142.07 feet at the northeast corner of Country Hill-Plat No. 2 (Plat Book 17 at Page 34); thence with the lines of said Plat and Country Hill – Plat No. 1 (Plat Book 11 at Page 33) N.89°25'W., 40.0 feet; S.0°26'W., 746.57 feet; S.11°15'E., 181.13 feet; N.84°45'W., 46.78 feet; S.5°15'W., 543.00 feet (more or less); thence leaving the lines of said subdivision and along the easterly line of the tract shown as “LAGOON” on the survey recorded in Book 392 at page 450, N.7°35'50”E., 235 feet (more or less) to point (5) of said survey; thence N.85°15'W., 89.00 feet to point (4) of said survey; thence S.29°45'W., 525.00 feet to point (3) of said survey; thence S.41°30'E., 259.00 feet to point (2) of said survey; thence N.71°00'E., 93.00 feet to point (1) of said survey, being on the west line of Bellview Acres Block #2 recorded in Plat Book 10 at page 141; thence with the west line of said Bellview Acres, S.5°18'E., 128 feet more or less to the Southwest corner of Lot 35 of said Bellview Acres, also being the centerline of Hinkson Creek; thence leaving the lines of said Bellview Acres and with the centerline of Hinkson Creek as shown on a survey recorded in Plat Book 7 at page 59 N.82°30'W., 280 feet; N.30°W., 200 feet; N.12°10'E., 584 feet; N.47°55'W., 180.5 feet; N.60°35'W., 281 feet; S.86°40'W., 292.5 feet; S.44°W., 150.5 feet to the intersection of the centerlines of Hinkson Creek and Merideth Branch, being a point on the east line of a survey recorded in Book 388 at page 731; thence with the lines of said survey, being the centerline of Hinkson Creek S.10°15'W., 439.4 feet; S.18°38'W., 281.7 feet; S.41°08'W., 204.10 feet; thence S.58°56'W., 57.5 feet to the quarter section line of Section 29, Township 48 North, Range 13 West;
thence leaving the centerline of Hinkson Creek and with the quarter Section line South, 141.8 feet to the southeast corner of said survey; thence leaving the lines of said survey and continuing with the quarter section line South, 50.11 feet to the centerline of the abandoned MKT railroad right-of-way; thence with said centerline, N.86°13'W., 227.01 feet; along a curve to the right having a radius of 2,864.79 a distance of 991.67 feet, (the chord of said curve having bearing and distance of N.76°18'W., 986.72 feet); N.66°23'W., 126.45 feet to the quarter quarter line of the southwest quarter of Section 29 Township 48 North, Range 13 West; thence leaving the centerline of said railroad right-of-way and with said quarter-quarter line N.0°12'E., 59.42 feet to a point 55.00 feet northerly from said centerline; thence parallel with and 55.00 feet from said centerline, N.66°04'20"W., 791.36 feet as shown on survey recorded in Book 813 at page 49; thence along a curve to the left having a radius of 1,025.38 feet a distance of 1,150.72 feet (the chord of said curve having bearing and distance of S.81°46’40”W., 1,091.29 feet); thence S.49°37'40"W., 3,844.82 feet to the center of Perche Creek; thence with said center N.57°43'00"W., 175.01 feet; N.41°56'30"W., 352.90 feet; N.38°10'50"W., 389.33 feet; N.31°26'00"W., 228.41 feet; N.18°05'50"W., 54.76 feet to the line between said Sections 30 and 31 at a point N.89°03'40"W., 1,494.86 feet from the quarter section corner between said Sections 30 and 31; continuing N.18°05'50"W., 207.33 feet; N.5°55'40"W., 272.29 feet; N.10°02'10"W., 278.81 feet; N.0°44'10"W., 199.69 feet; N.3°30'20"W., 234.39 feet; N.1°41'00"E., 174.23 feet; N.7°50’10"E., 168.52 feet; N.20°57'40"E., 125.59 feet; N.51°54'30"E., 123.35 feet; N.62°56'10"E., 137.22 feet; N.80°52'40"E., 324.27 feet; S.85°03'40"E., 110.71 feet; S.54°56'00"E., 80.05 feet; S.25°13'50"E., 58.13 feet; S.3°06'20"W., 94.40 feet; S.46°22'20"W., 92.64 feet; S.26°03'00"W., 167.65 feet; S.8°44'00"W., 95.81 feet; S.13°01'50"E., 225.27 feet; S.33°38'10"E., 178.75 feet; S.40°52'10"E., 423.52 feet; S.49°51'40"E., 112.50 feet; S.78°00’10"E., 198.50 feet; thence S.62°58'20"E., 78.49 feet; thence N.84°43'10"E., 115.45 feet; N.55°38'10"E., 150.72 feet to the quarter section line between the southeast and the southwest quarters of said Section 30 at a point N.1°35'00"E., 595.24 feet from the south quarter corner of said section; thence continuing along said center of Perche Creek N.24°29'40"W., 398.55 feet; N.10°12'20"E., 143.85 feet; N.24°37'40" E., 346.18 feet; N.40°09'00"E., 29.08 feet to the quarter section line between the southeast and the southwest quarters of said Section 30 at a point N.1°35'00"E., 1,436.73 feet from the south quarter corner of said section; thence continuing along said center of Perche Creek N.40°09'00"E., 118.79 feet; thence N.68°08'40"E., 384.08 feet; N.82°33'00"E., 318.10 feet; thence S.88°06’00"E., 578  feet more or less to the north-south quarter-quarter section line in the southeast quarter of said Section 30; thence leaving said center of Perche Creek and with the quarter-quarter section line N.0°01'W., 3,613 feet more or less to the north line of said section 30; thence with said north section line N.89°43'E., 1,326 feet, more or less, to the corner common to Sections 19, 20, 29 and 30; thence along the north line of said Section 29 S.86°23'00"E., 324.65 feet; thence leaving said section line N.7°55'00"E., 842.85 feet; thence N.0°46'00"E., 479.40 feet to the quarter-quarter section line; thence with said quarter-quarter section line, S.85°34'00"E. 1,466.70 feet to the southeast corner of Judah Plat 1 (Plat Book 37 at Page 59); thence along the lines of said Plat along a non-tangent curve to the right having a radius of 957.82 feet a distance of 142.10 feet (the chord of said curve having bearing and distance of N.81°55’40”W., 141.97 feet);along a non-tangent curve to the right having a radius of 527.32 feet a distance of 141.58 feet (the chord of said curve having bearing and distance of N.64°31’40”W., 141.15 feet); N.56°50’10”W., 169.95 feet; along a curve to the right having a radius of 655.78 feet a distance of 13.65 feet (the chord of said curve having bearing and distance of N.56°14’25”W., 13.65 feet) to the south corner of Stonecrest, Plat No. 6A (Plat Book 38 at Page 4); thence along the lines of said Plat, along a curve to the right having a radius of 655.78 feet a distance of 91.18 feet (the chord of said curve having bearing and distance of N.51°52’10”W., 91.11 feet); N.47°53’10”W., 131.06 feet; along a curve to the left having a radius of 248.92 feet a distance of 189.31 feet (the chord of said curve having bearing and distance of N.69°40’20”W., 184.78 feet); S.88°32’30”W., 176.75 feet to a point on the southeasterly line of Westcliff Plat 1 (Plat Book 38 at Page 88); thence along the lines of said Plat S.88°44’50”W., 6.88 feet; along a curve to the left having a radius of 358.89 feet a distance of 155.03 feet (the chord of said curve having bearing and distance of S.76°22’25”W., 153.82 feet); S.66°26’55”W., 154.04 feet; along a curve to the right having a radius of 388.79 feet a distance of 177.97 feet (the chord of said curve having bearing and distance of S.79°33’50”W., 176.42 feet); N.12°28’10”W., 13.56 feet; N.50°28’10”W., 300.41 feet; N.18°58’10”W., 188.53 feet; N.15°34’35”E., 275.50 feet; N.8°36’40”W., 341.91 feet; N.40°48’20”W., 412.97 feet; N.65°09’55”W., 357.69 feet; N.31°43’15”W., 214.76 feet; N.1°34’35”E., 271.76 feet; N.30°46’35”E., 183.86 feet; N.45°29’10”E., 712.32 feet to the southwest corner of the survey recorded in Book 739 at Page 18; thence along the lines of said survey N.35°01’15”E., 162.48 feet; N.22°54’45”E., 314.35 feet; N.29°06’40”E., 79.20 feet; N.5°11’05”E., 103.52 feet; N.3°18’40”W., 124.85 feet; N.25°11’05”W., 117.96 feet; N.14°20’10”W., 206.42 feet; N.3°58’10”W., 165.30 feet; N.13°08’45”W., 136.84 feet to the northwesterly corner of said survey and on the south line of Graystone Plat 2 (Plat Book 42 at Page 25); thence along the north line of said survey, the south line of said Plat and the south line of Graystone Plat 1-Corrected (Plat Book 42 at Page 5) S.84°27’00”E., 1,056.12 feet to the southeast corner of said Plat 1-Corrected;  thence northerly along said creek centerline to the north line of said Section 20; thence along the west lines of the survey recorded in Book 739 at Page 18, Quail Creek West Plat 3 (Plat Book 40 at Page 15), Quail Creek West Plat 2 (Plat Book 40 at Page 14) and Quail Creek West Plat 5 (Plat Book 40 at Page 17) N.0°24'50"W., 2,621.27 feet to the quarter section line; thence S.84°38'35"E., 935.12 feet to the southwest corner of Stoneridge Estates Plat 3 (Plat Book 33 at Page 35); thence along the lines of said Plat N.0°08'10"W., 659.65 feet; N.84°41'20'W., 262.08 feet; N.0°08'10"W., 578.47 to the south corner of Stoneridge Estates Plat 3-A (Plat Book 33 at Page 65; thence along the lines of said Plat and the extension thereof N.32°57'45'W., 130.72 feet; S.61°51'50"W., 656.30 feet to the foot of the bluff; thence N.45°30'W., 87.78 feet; thence N.84°30'W., 99.00 feet to the mouth of a branch at the center of Perche Creek; thence up the main channel of said creek N.29°00'E., 293.04 feet; N.3°00'W., 363.00 feet; N.44°00'W., 330.00 feet; N.36°00'W., 231.00 feet; N.17°00'E., 264.00 feet; N.55°00'E., 363.00 feet (to the section line between Sections 17 and 8);
N.57°00'E., 159.06 feet; N.48°00'E., 792.00 feet; N.34°00’E., 264.00 feet; N.13°30’E., 396.00 feet; N.2°40’30”W., 208.03 feet to a southerly corner of the survey recorded in Book 2587 at Page 22; thence continuing along the main channel of said creek and the lines of said survey N.24°13’20”W.,58.60 feet; S.88°00’10”W., 90.70 feet; S.34°51’30”W., 178.90 feet; S.27°41’50”E., 94.20 feet;
S.17°17’10”W., 130.00 feet; S.60°24’00”W., 138.00 feet; S.87°42’10”W., 109.00 feet; N.79°41’50”W., 152.00 feet; N.54°27’40”W., 536.00 feet; N.37°42’50”W., 181.00 feet; N.25°42’40”W., 249.00 feet; N.11°18’20”E., 114.00 feet; N.21°42’30”E., 134.00 feet; N.39°41’40”E., 404.00 feet; N.34°28’00”E., 227.00 feet; N.17°51’20”E., 154.00 feet; N.14°20’10”W., 104.00 feet; N.47°24’10”W., 88.00 feet; N.15°31’40”W., 91.00 feet; N.0°44’00”W., 105.00 feet; N.27°15’40”E., 87.00 feet; N.45°27’20”E., 364.00 feet to the confluence with the old channel of Perche Creek in the northwest quarter of the southeast quarter of the northwest quarter of said Section 8; thence continuing upstream along said Perche Creek N.45°05’E., 142.50 feet; N.0°00’E., 491.90 feet; N.7°35’E., 545.00 feet; N.23°00’E., 409.00 feet; thence leaving said Perche Creek S.70°15’E., 251.00 feet to a point on the south right-of-way line of Old Highway #40; thence along the centerline of an abandoned gravel road S.33°28’E., 170.50 feet; S.45°47’E., 800.00 feet to Point B of Tract 2 of Boone County Survey #7602 a set iron pipe on the centerline of the former Rocheport and Columbia Road at the north corner of said survey recorded in Book 2587 at Page 22; thence along said centerline and the lines of said survey, S.45°31'20”E., 258.51 feet (to the southwesterly right-of-way line of said Route ZZ); S.45°31'20”E., 167.24 feet (to Route ZZ P.T. centerline Station 17+17.1); S.45°31'20”E., 935.92 feet (to P.C. centerline Station 26+53.02); along a curve to the right having a radius of 1,909.7 feet a distance of 199.38 feet to P.T. centerline Station 28+52.40 (the chord of said curve having bearing and distance of S.42°31’50”W., 199.29 feet); S.39°32'20”E., 333.3 feet (to centerline Station 31+85.7); thence leaving said centerline N.50°28'E., 35.0 feet to the west corner of the survey in Book 3263 at page 179; thence along the lines of said survey, N.58°59'45"E., 847.68 feet; N.1°32'15"E., 221.55 feet; N.11°54'25"W., 817.00 feet; N.67°59'05"E., 223.00 feet; S.51°17'45"E., 300.53 feet to the east line of said Section 9; thence along said Section line N.0°50'10"W. to the northwest corner of said Section 9; thence easterly along the north line of Section 9 to the west line of the east half of Section 4, Township 48 North, Range 13 West;
thence northerly along the west line of said east half of Section 4 to the north line of said Section at the northwest corner of Boone County Survey No. 3121 as shown on the survey recorded in Book 2757 at page 83; thence N.83°14’00”W., 1,061.70 feet to the east line of Tract “C” of the survey in Book 1082 at page 262; thence N.1°44’30”E., 956.34 feet to the northeast corner of said survey; thence continuing along the lines of said survey in Book 2757 at page 83, N.1°27’40”E., 356.84 feet; S.83°18’45”E., 401.69 feet to the northwest corner of Tall Trees Subdivision as recorded in Plat Book 11 at page 144; thence continuing along the lines of said survey and said subdivision, S.1°07’45”W., 449.92 feet; S.83°11’30”E., 600.12 feet; N.77°32’30”E., 322.14 feet to the east line of the southwest quarter of Section 33, Township 49 North, Range 13 West; thence along said quarter section line, N.1°35’45”E., 1663.84 feet to the POINT OF BEGINNING at the center of said Section 33;

or as hereafter established in the manner provided by law, shall continue to be a municipal body, politic and corporate in perpetuity, under the name of "City of Columbia."

(Code 1964, § 1.060; Ord. No. 13790 § 1, 9-7-93; Ord. No. 21090, § 1, 9-19-11)


(Ord. 21090, Amended, 09/19/2011, Prior Text)