1-8 TERRITORIAL LIMITS OF CITY DESIGNATED.*

Beginning at a point in the west bank of the Barren River at the low-water mark, 1,675 feet upstream with said bank from a point common to the Cherry Property, the Indian Hills Country Club and the low mark of the Barren River; thence N 82 degrees 15’ W 115 feet more or less; thence N 68 degrees 15’ W 1,060 feet more or less; thence S 1 degree 45’ W 660 feet more or less; thence S 5 degrees E 930 feet more or less; thence S 12 degrees 09 min. W 124.10 feet; thence S 79 degrees 01 min. E 200 37 feet; thence S 79 degrees 29 min. 59 sec. W 406.62 feet; thence with the east boundary of said subdivision S 15 degrees 53 min. W 117.91 feet; thence S 16 degrees 24 min. W 118 feet; thence S 15 degrees 33 min. W 117.97 feet; thence S 12 degrees 38 min. W 117.47 feet; thence S 15 degrees 55 min. 28 sec. W 117.91 feet to the north right-of-way line of Ewing Ford Road; thence with said right-of-way N 81 degrees 17 min. 57 sec. W 130 feet; thence S 09 degrees 00 min W 45 feet more or less to the northeastern most corner of the Pine Acres Subdivision; thence with the south right-of-way Ewing Ford Road N 81 degrees 00 min. W 546.37 feet to the east right-of-way of Pine Lane; thence with Pine Lane right-of-way S 8 degrees 30 min. W 71.17 feet; thence with a curve of length 147.83 feet, radius of 190.99, degree of curve of 30 degrees, 0 minutes, and angle of 44 degrees, 22 minutes; thence S 35 degrees 52 minutes E 123.80 feet; thence with curve of length 39.34 feet, chord of 38.55 feet at S 55 degrees 50 minutes E; thence with curve of length 95.99 feet and chord of 81.75 feet at S 20 degrees 53 minutes E; thence S 57 degrees 7 minutes E 165.62 feet; thence S 32 degrees 5 minutes W 230.00 feet; thence N 59 degrees 0 minutes W 534.27 feet; thence with the south line of the Jesse Russell Estate N 56 degrees 33 minutes W 308.88 feet; thence N 49 degrees 6 minutes W 291.1 feet; thence N 57 degrees 16 minutes W 31.16 feet; thence with the Margaret Ford Russell Estate N 80 degrees 12 minutes 0 seconds W 95.71 feet; thence crossing KY 234 (Cemetery Road) S 71 degrees 37 minutes 50 seconds W, 173.63 feet to a point in the southwest right-of-way of Cemetery Road; thence S 36 degrees 42 minutes 6 seconds W, 56.96 feet to a point in the northeast right-of-way of Mt. Victor Lane (formerly Cemetery Road); thence with said right-of-way S 36 degrees 55 minutes 18 seconds E, 1,285.36 feet to a point; thence with the said right-of-way with a curve to the left having a radius of 595.63 feet, an arc length of 108.22 feet, and a delta angle of 10 degrees 24 minutes 38 seconds to a point in said right-of-way; thence S 57 degrees 4 minutes 0 seconds E, 180.02 feet to a point in the north east right-of-way of Cemetery Road; thence leaving the northeast right-of-way of Cemetery Road S 32 degrees 48 minutes 0 seconds W 60.00 feet to southwest right-of-way of Cemetery Road; said point being common to Briarwood Manor Section 16 Phase I and the Jerry Moore property (Deed Book 393, Page 243); thence S 32 degrees 48 minutes W 583.46 feet; S 59 degrees E 170.20 feet; thence S 50 degrees 13 minutes 42 seconds E, 415.23 feet to a point common with David Buchanan Sr. (Deed Book 491, Page 663); thence S 36 degrees 5 minutes 11 seconds W, 298.26 feet to a point; thence S 53 degrees 0 minutes 55 seconds E, 846.07 feet to a point in the northwest right-of-way of Lovers Lane (KY 880); thence with a curve to the right having a radius of 1,645.00 feet, arc length of 96.66 feet, a chord bearing of N 43 degrees 3 minutes 2 seconds E, and a chord length of 97.63 feet to a point; thence N 44 degrees 45 minutes 4 seconds E, 558.65 feet to a point in the west right-of-way of KY 880/Lovers Lane; thence with the right-of-way N 15 degrees 51 minutes 23 seconds E, 27.17 feet to a point in the south right-of-way of Mt. Victor Lane; thence with the right-of-way N 41 degrees 6 minutes 42 seconds W, 297.05 feet to a point in the south right-of-way; thence crossing Mt. Victor Lane N 49 degrees 11 minutes 24 seconds E, 280.88 feet to a point in the south right-of-way of KY 234/New Cemetery Road, said point common between a corner of the O.L Avery, Jr. Inc. property (Deed Book 791, Page 280) and the Alvin P. Ford property (Deed Book 676, Page 211); thence with the right-of-way S 32 degrees 45 minutes 19 seconds E, 236.16 to a point in the west right-of-way of KY 880/Lovers Lane; thence with said right-of-way S 48 degrees 17 minutes 48 seconds W, 201.26 feet to a point; thence crossing KY 880/Lovers Lane S 41 degrees 6 minutes 42 seconds E, 217.87 feet to a point in east right-of-way of KY 880/Lovers Lane and the north right-of-way of Mt. Victor Lane and common to the Jr. Food Stores Inc. property (Deed Book 796, Page 869); thence with the right-of-way N 42 degrees 3 minutes 14 seconds E, 198.99 feet to a point in the south right-of-way of KY 234/New Cemetery Road; thence with said right-of-way and the Jr. Food Stores Inc. property (Deed Book 796, Page 869; Deed Book 810, Page 249; Deed Book 917, Page 312; Deed Book 659, Page 506, and Plat Book 25, Page 98) S 39 degrees 43 minutes 0 seconds E, 178.21 feet; thence S 39 degrees 42 minutes 50 seconds E, 100.94 feet; thence S 30 degrees 43 minutes 33 seconds E, 89.51 feet; thence S 44 degrees 4 minutes 5 seconds E, 60.54 feet; thence S 44 degrees 3 minutes 23 seconds E, 66.90 feet; thence S 44 degrees 3 minutes 52 seconds E, 140.95 feet; thence S 49 degrees 1 minute 48 seconds E, 133.68 feet to a point common with the south right-of-way of KY 234/New Cemetery Road and the west right-of-way of Ewing Ford Road, and also being a corner of the Jr. Food Stores property (Deed Book 659, Page 506 and Plat Book 25, Page 98); thence crossing Old Ewing Ford Road S 49 degrees 1 minute 32 seconds E, 50.95 feet to a point in the south right-of-way of Old Ewing Ford Road; thence with said right-of-way S 29 degrees 52 minutes 13 seconds W, 189.68 feet to a point in the south right-of-way of Old Ewing Ford Road and the north right-of-way of Mt. Victor Lane; thence with Mt. Victor Lane S 57 degrees 11 minutes 11 seconds E, 96.15 feet to a point; thence S 61 degrees 38 minutes 11 seconds E, 106.03 feet to a point; thence S 61 degrees 38 minutes 12 seconds E, 99.93 feet to a point; thence S 61 degrees 29 minutes 5 seconds E, 71.09 feet to a point; thence S 61 degrees 33 minutes 51 seconds E, 313.85 feet to a point in the east right-of-way of Interstate 65; thence crossing Mt. Victor Lane and with Interstate 65 S 12 degrees 24 minutes 5 seconds W, 293.11 feet to a point; thence S 8 degrees 31 minutes 7 seconds W, 68.51 feet to a point; thence S 8 degrees 12 minutes 24 seconds W, 671.85 feet to a point; thence S 23 degrees 20 minutes 26 seconds W, 223.16 feet to a point; thence S 21 degrees 58 minutes 41 seconds W, 442.84 feet to a point; thence S 25 degrees 13 minutes 38 seconds W, 4.52 feet to a point in east right-of-way of Interstate 65 and common with O.L. Avery (Deed Book 893, Page 256); thence leaving said right-of-way and with Avery N 48 degrees 40 minutes 4 seconds W, 588.64 feet to a point common with Wallace Randolph (Deed Book 896, Page 654); thence N 30 degrees 12 minutes 53 seconds E, 431.30 feet to a point common with Jesse Stout (Deed Book 458, Page 209); thence N 60 degrees 02 minutes 28 seconds W, 196.45 feet to a point common with Gregory Vincent (Deed Book 920, Page 239); thence with Vincent line N 31 degrees 11 minutes 35 seconds E, 37.09 feet to a point; thence N 59 degrees 57 minutes 30 seconds W, 173.85 feet to a point; thence N 32 degrees 5 minutes 24 seconds E, 126.96 feet to a point; thence S 60 degrees 1 minute 36 seconds E, 20.00 feet to a point common with Bowling Green Praise and Worship Inc. (Deed Book 998, Page 373); thence N 30 degrees 2 minutes 37 seconds E, 207.57 feet to a point; thence with Bowling Green Praise and Worship Inc. line and crossing Old Lovers Lane N 58 degrees 3 minutes 28 seconds W, 230.05 feet to a point in the north right-of-way of Old Lovers Lane; thence with said right-of-way with a curve to the left having a radius of 18,511.96 feet, a delta angle of 0 degrees 15 minutes 54 seconds, and an arc length of 85.66 feet to a point; thence with a curve to the left having a radius of 17,830.20 feet, a delta angle of 0 degrees 23 minutes 45 seconds, and an arc length of 123.19 feet to a point; thence N 28 degrees 28 minutes 10 seconds E, 124.42 feet to a point; thence N 29 degrees 52 minutes 13 seconds E, 272.64 feet to a point in the south right-of-way of Mt. Victor Lane, said point also being a corner of the AST Inc. property (Deed Book 630, Page 291); thence with the south right-of-way of Mt. Victor along a curve to the right with a radius of 741.19 feet, an arc of 110.57 feet, and a chord bearing of N 46 degrees 34 minutes 29 seconds W to a point; thence N 43 degrees 11 minutes 58 seconds W, 38.45 feet to a point common with the right-of-way and the AST Inc. property and the O.L. Avery Jr. Inc. property (Deed Book 499, Page 191 and Minor Plat Book 13, Page 46); thence with Avery S 33 degrees 39 minutes 36 seconds West, 320.57 feet to a point common with a corner of Avery and in the line of Mt. Victor Apartments (Plat Book 23, Page 177); thence with Avery N 57 degrees 41 minutes 57 seconds W, 244.37 feet to a point common with the Avery line (Deed Book 499, Page 191 and Minor Plat Book 13, Page 46) and the O.L. Avery Jr. Inc. property (Deed Book 403, Page 174), and being a corner of the Mt. Victor Apartments; thence with the Avery line S 30 degrees 54 minutes 21 seconds W, 1,013.46 feet to a point common with the Lovers Lane Acres Section I property (Plat Book 17, Page 106), a corner of the Mt. Victor Apartments property, and a corner of the Avery property; thence along the Avery line N 53 degrees 22 minutes 38 seconds W, 185.03 feet to a point common with a corner of Lot 1, Lot 2, and Lot 12 of the Lovers Lane Acres Section I property; thence S 22 degrees 9 minutes 4 seconds W, 107.55 feet to a point common with a corner between Lot 2 and Lot 3 of the Lovers Lane Acres Section 1 property; thence N 89 degrees 25 minutes 41 seconds W, 256.48 feet to a point common with a corner between Lot 2 and Lot 3 of the Lovers Lane Acres Section 1 property and being a point in the east right-of-way of KY 880/Lovers Lane; thence with said right-of-way S 3 degrees 50 minutes 1 second W, 28.45 feet to a point; thence crossing Steeplechase Court S 3 degrees 50 minutes 1 second W, 125.00 feet to a point; thence S 2 degrees 11 minutes 49 seconds W, 175.07 feet to a point; thence N 86 degrees 9 minutes 59 seconds W, 5.00 feet to a point; thence S 3 degrees 50 minutes 1 second W, 581.79 feet to a point; thence South 0 degrees 20 minutes 55 seconds E, 132.83 feet to a point; thence S 11 degrees 24 minutes 30 seconds W, 108.08 feet to a point; thence S 10 degrees 31 minutes 56 seconds W, 100.29 feet to a point; thence S 19 degrees 12 minutes 28 seconds W, 14.74 feet to a point; thence with a curve to the right having a radius of 1,290.00 feet, an arc length of 235.49 feet, a chord bearing of S 19 degrees 12 minutes 28 seconds W, and a chord length of 235.16 feet to a point; thence S 19 degrees 12 minutes 56 seconds W, 23.59 feet to a point in the line of the Corbin Irrevocable Trust (Deed Book 680, Page 428); thenceS 58 degrees E, 426.0 feet to a stake; thence S 34 degrees W, 175.0 feet to a stakealso being a corner to the lands of the Corbin Irrevocable Trust (Deed Book 680, Page 428); thence with the Corbin Trust line and the William Pearce Dermody Trust (Deed Book 688, Page 527) S 56 degrees 59 minutes 57 seconds E, 1,187.77 feet to a point in the west right-of-way of Interstate 65; thence with said right-of-way S 18 degrees 20 minutes 15 seconds W, 376.52 feet to a point in said right-of-way and also a corner to the Lovers Lane Land and Farm, LLC (Deed Book 857, Page 559); thence leaving the right-of-way of Interstate 65 and along the Belcher/Tygrett line said point being on the western right-of-way and control of access line of Interstate 65; thence with said right-of-way S 22 degrees 51 minutes 3 seconds W, 110.40 feet to an iron pin found (Blakeman PLS# 1859); thence S 21 degrees 55 minutes 52 seconds W, 289.98 feet to an iron pin found (Blakeman PLS# 1859), said iron pin being 142 feet left of centerline station 591+35.13 on Interstate 65; thence S 25 degrees 25 minutes 59 seconds W, 704.89 feet to an iron pin found (Blakeman PLS# 1859), said iron pin being 128 feet left of centerline station 571+18 on Interstate 65, and a corner to Living Hope Baptist Church property (Deed Book 878, Page 607 and Deed Book 879, Page 597); thence leaving the existing City limits and crossing Interstate 65 and Cumberland Trace Road S 66 degrees 21 minutes 30 seconds E, 386.08 feet to a point in the eastern right-of-way; thence with said right-of-way South 22 degrees 51 minutes 32 seconds W, 103.87 feet to a point common to Warren County Board of Education (Deed Book 1,176, Page 59) and the south right-of-way of Carter Farm Road; thence with said right-of-way S 65 degrees 55 minutes 42 seconds E, 66.77 feet to a point; thence S 66 degrees 21 minutes 26 seconds E, 122.00 feet to a point; thence S 65 degrees 0 minutes 7 seconds E, 81.18 feet to a point; thence S 53 degrees 59 minutes 44 seconds E, 174.02 feet to a point; thence S 53 degrees 55 minutes 21 seconds E, 103.45 feet to a point common to Carter Crossings Plat Book 43, Page 482 and in the south right-of-way of Carter Farm Road; thence leaving said right-of-way and with Carter Crossings South 23 degrees 19 minutes 8 seconds W, 1848.89 feet to a point; thence N 52 degrees 51 minutes 5 seconds W, 599.26 feet to a point common to Farmwood Estates (Plat Book 16, Page 37) and being in the eastern right-of-way at station 565+67.78 68.62 feet right; thence with said right-of-way S 34 degrees 57 minutes 25 seconds W, 204.87 feet to a point; thence S 35 degrees 27 minutes 47 seconds W, 212.43 feet to a point; thence S 34 degrees 45 minutes 54 seconds W, 118.64 feet to a point; thence with said right-of-way and crossing Wagon Trail S 35 degrees 2 minutes 53 seconds W, 240.66 feet to a point; thence S 27 degrees 47 minutes 5 seconds W, 437.68 feet to a point; thence S 36 degrees 17 minutes 43 seconds W, 603.18 feet to a point in the existing City limits and common to Cumberland Ridge Plat Book 30, Page 133; thence S 74 degrees 56 minutes 32 seconds E 98.83 feet with the south boundary of the Louise Moore property generally along an existing fence to a #4 rebar; thence S 81 degrees 35 minutes 6 seconds E 1,464.03 feet with the south boundary of the Moore property generally along an existing fence to a stone at the southwest corner of the Dickerson property;

thence, with the south boundary of the Dickerson property, the following bearings and distances:

S 81 degrees 10 minutes 57 seconds E - 1,323.22 feet generally along an existing fence to a #4 rebar;

N 17 degrees 59 minutes 44 seconds E - 527.42 feet generally along an existing fence to a #4 rebar;

S 56 degrees 52 minutes 20 seconds E - 353.03 feet generally along an existing fence to a stone;

N 67 degrees 54 minutes 47 seconds E - 2,400.75 feet generally along an existing fence (passing through a stone at 1,807.31 feet) to a #4 rebar;

S 42 degrees 17 minutes 18 seconds E - 464.85 feet generally along an existing fence to a #4 rebar;

S 59 degrees 44 minutes 13 seconds E - 562.63 feet generally along an existing fence to a #4 rebar;

N 77 degrees 40 minutes 42 seconds E - 189.54 feet generally along an existing fence to a #4 rebar on the west boundary of the Gott property, said boundary being agreed upon by Jim Smith and Fred Gott;

thence, with the boundary as established by Gott and Smith, the following bearings and distance:

S 05 degrees 29 minutes 50 seconds E - 572.87 feet generally along an existing fence to a fence corner;

S 11 degrees 49 minutes 46 seconds E - 108.98 feet generally along an existing fence to a fence corner;

S 24 degrees 14 minutes 1 second E - 95.94 feet generally along an existing fence to a 16” tree fence corner;

S 60 degrees 1 minute 3 seconds E - 164.12 feet generally along an existing fence to a 36” beech fence corner;

S 4 degrees 0 minutes 42 seconds E - 455.54 feet generally along an existing fence to a fence corner;

S 39 degrees 38 minutes 5 seconds E - 420.90 feet generally along an existing fence to a fence corner;

S 35 degrees 17 minutes 47 seconds E - 171.61 feet generally along an existing fence to a fence corner at an existing tree at the end of the fence;

thence, along the north side of Drakes Creek:

N 63 degrees 23 minutes 31 seconds W - 241.32 feet to a point;

N 48 degrees 4 minutes 54 seconds W - 330.40 feet to a point;

N 40 degrees 2 minutes 7 seconds W - 181.60 feet to a point;

N 22 degrees 26 minutes 37 seconds W - 214.85 feet to a point;

N 27 degrees 40 minutes 25 seconds W - 131.30 feet to a point;

N 36 degrees 4 minutes 51 seconds W - 153.90 feet to a point;

N 68 degrees 29 minutes 34 seconds W - 159.14 feet to a point;

S 71 degrees 28 minutes 14 seconds W - 146.64 feet to a point;

S 23 degrees 47 minutes 11 seconds W - 67.42 feet to a point;

S 8 degrees 39 minutes 53 seconds W - 48.85 feet to a point;

S 76 degrees 59 minutes 47 seconds W - 50.09 feet to a point;

S 45 degrees 20 minutes 28 seconds W - 89.99 feet to a point;

S 40 degrees 53 minutes 30 seconds W - 611.53 feet to a point;

S 63 degrees 4 minutes 57 seconds W - 163.00 feet to a point;

S 63 degrees 38 minutes 37 seconds W - 403.06 feet to a point;

S 46 degrees 46 minutes 46 seconds W - 259.94 feet to a point;

S 3 degrees 55 minutes 3 seconds W - 266.53 feet to a point;

S 13 degrees 4 minutes 56 seconds W - 262.53 feet to a point;

S 39 degrees 17 minutes 55 seconds W - 258.07 feet to a point;

S 82 degrees 25 minutes 1 second W - 202.43 feet to a point;

N 63 degrees 14 minutes 4 seconds W - 257.32 feet to a point;

N 66 degrees 48 minutes 46 seconds W - 297.13 feet to a point;

N 55 degrees 1 minutes 27 seconds W - 468.80 feet to a point;

N 23 degrees 35 minutes 31 seconds W - 125.27 feet to a point;

N 24 degrees 13 minutes 24 seconds W - 246.49 feet to a point;

N 41 degrees 49 minutes 15 seconds W - 268.61 feet to a point;

N 62 degrees 4 minutes 3 seconds W - 194.36 feet to a point;

S 87 degrees 19 minutes 33 seconds W - 298.96 feet to a point;

S 66 degrees 39 minutes 36 seconds W - 195.19 feet to a point;

S 48 degrees 6 minutes 9 seconds W - 544.90 feet to a point;

S 57 degrees 37 minutes 15 seconds W - 283.34 feet to a point;

S 58 degrees 22 minutes 29 seconds W - 367.66 feet to a point;

S 81 degrees 12 minutes 4 seconds W - 117.21 feet to a point;

N 50 degrees 56 minutes 8 seconds W - 178.23 feet to a point;

N 36 degrees 45 minutes 15 seconds W - 438.15 feet to a point;

N 75 degrees 3 minutes 58 seconds W - 132.19 feet to a point;

N 89 degrees 13 minutes 25 seconds W - 204.42 feet to a point;

S 71 degrees 18 minutes 41 seconds W - 197.53 feet to a point;

S 55 degrees 16 minutes 57 seconds W - 306.90 feet to a point;

S 47 degrees 25 minutes 4 seconds W - 302.03 feet to a point;

S 30 degrees 3 minutes 36 seconds W - 320.97 feet to a point on the north right-of-way of Middle Bridge Road;

thence, S 42 degrees 48 minutes W 55.12 feet to a point on the south right-of-way of said road;

thence, S 40 degrees 48 minutes 17 seconds W 507.98 feet to a point common to Smith and Hayes; thence leaving Drakes Creek N 23 degrees 20 minutes W 513.00 feet to a point in south right-of-way of Middlebridge Road; thence with said right-of-way S 39 degrees 01 minute E 80.40 feet; thence S 70 degrees 17 minutes E 56.50 feet; thence S 80 degrees 34 minutes E 12.10 feet to a point common with Tygrett; thence leaving said right-of-way S 23 degrees 01 minute W 590 feet to a point on Drakes Creek; thence with said Creek and Tygrett line N 40 degrees E 298.50 feet to a point common to Hightower; thence with the low water mark of Drakes Creek S 42 degrees 00 minutes W 115.64 feet; thence S 35 degrees 54 minutes W 308.64 feet; thence S 23 degrees 58 minutes W 304.20 feet; thence S 13 degrees 41 minutes W 159.07 feet; thence S 5 degrees 37 minutes W 372.93 feet; thence S 10 degrees 06 minutes E 27.80 feet to the corner of Lot No. 11 of Blue Springs Subdivision of record in Plat Book 16, Page 143; thence with the line of Lot No. 11 S 05 degrees 37 minutes E 565.71 feet, passing an iron pin on line at 50 feet, to an iron pin; thence S 15 degrees 39 minutes W 3.29 feet to an iron pin a point common to Lot No. 189 McFaddens Ferry and Lot No. 11 of Blue Springs Farms (Plat Book 16, Page 143); thence with the line of Lot No. 11 and with the Greathouse property (Deed Book 356, Page 82) S 07 degrees 45 minutes 15 seconds W, 949.93 feet to a point common with Greathouse and William Cowherd (Deed Book 471, Page 454); thence with the Cowherd line N 76 degrees 51 minutes 26 seconds W, 381.85 feet to a point common to Cowherd and EPI Investments LLC (Deed Book 565, Page 32); thence with Cowherd and then EPI Investments LLC (Deed Book 815, Page 570 and Minor Plat Book 1, Page 285) S 12 degrees 51 minutes 30 seconds W, 304.79 feet to a point with EPI Investments; thence S 77 degrees 13 minutes 30 seconds E, 197.06 feet to a point; thence S 04 degrees 26 minutes 30 seconds E, 286.80 feet to a point common with the Carroll & Joann Smith Revocable Trust (Deed Book 836, Page 309 and Minor Plat Book 1, Page 285); thence N 74 degrees 19 minutes 30 seconds W, 52.62 feet to a point; thence S 24 degrees 54 minutes 30 seconds W, 487.90 feet to a point in the north right-of-way of Old Scottsville Road; thence with said right-of-way N 74 degrees 38 minutes 35 seconds W, 128.06 feet to a point; thence N 12 degrees 51 minutes 30 seconds E, 4.38 feet to a point; thence N 62 degrees 14 minutes 35 seconds W, 68.88 feet to a point; thence N 54 degrees 15 minutes 02 seconds W, 96.33 feet to a point; thence N 47 degrees 48 minutes 27 seconds W, 91.42 feet to a point; thence N 38 degrees 16 minutes 13 seconds W to a point common with Jonathon Doyle & Brenda Doyle Hand (Deed Book 743, Page 371) and EPI Investments (Deed Book 790, Page 747); thence N 29 degrees 00 minutes 37 seconds E, 184.10 feet to a point; thence N 46 degrees 57 minutes 37 seconds E, 141.05 feet to a point common with Steve Cline (Deed Book 650, Page 546); thence with the Cline line N 46 degrees 17 minutes 35 seconds W, 265.92 feet to a point; thence S 12 degrees 28 minutes 26 seconds W, 406.43 feet to the north right-of-way of the Old Scottsville Road; thence along the Old Scottsville Road and crossing diagonally to the south right-of-way line S 50 degrees 40 minutes E 530 feet; thence leaving the Old Scottsville Road, S 20 degrees W 1,106 feet to the Mrs. B.F. Cherry Property; thence with Mrs. B.F. Cherry property S 61 degrees 50 minutes E 1,415 feet more or less, thence S 11 degrees 14 minutes 54 seconds W, 813.48 feet; thence S 11 degrees 13 minutes 46 seconds W, 300.40 feet; thence S 78 degrees 29 minutes 55 seconds E 1,102 feet to the corner of Cherry, Greathouse and Howell properties; thence S 88 degrees 58 minutes E 911.99 feet to a stake in the corner of Greathouse, Parker, Hudson-Burneate, and Howell properties; thence S 35 degrees 15 minutes E 858.56 feet to a stake in the corner of Hudson-Burneate, Studivant and Howell properties; thence S 34 degrees 12 minutes E 1,244.11 feet along a line common with Studivant, Dunn, Keith and Howell properties to a stake in the corner of the Walters, Sadler and Howell properties; thence S 60 degrees 45 minutes W 1362.61 feet along a line common to the Sadler and Howell properties a corner common to the Bowling Green Corporate Park (Plat Book 25, Page 111) and Peachtree Downs Subdivision Section 1 (Plat Book 26, Page 124); thence with the line of Peachtree Downs S 27 degrees 41 minutes E, 981.31 feet to a point; thence S 07 degrees 18 minutes 18 seconds E, 106.41 feet to a point common to Peachtree Downs and Lot 25 of the Greenwood Heights Subdivision (Plat Book 5, Page 23); thence with the rear line of Lot 25 S 70 degrees W, 103.06 feet to a point common to Lot 25 and Lot 24 of the Greenwood Heights Subdivision; thence with the line of Lot 24 S 21 degrees E, 422.25 feet to an iron pin in the north right-of-way line of Peachtree Lane; thence crossing Peachtree Lane in a southwest direction 64.92 feet to a ½” iron pin in the south right-of-way line of Peachtree Lane; thence leaving said right-of-way with the line of Dallas and Nelda Wheat (Deed Book 662, Page 269), S 19 degrees 45 minutes 20 seconds E, 224.07 feet to a point; thence S 23 degrees 48 minutes 51 seconds E, 556.48 feet to a wooden fence post; thence with the Wheat line and then the J.W. Purdue line (Deed Book 441, Page 147), N 70 degrees 07 minutes 40 seconds E, 763.86 feet to a wooden fence post, said corner common to Purdue and Nicholas and Whitetta Crawford (Deed Book 510, Page 349); thence with the Crawford line S 24 degrees 54 minutes 11 seconds E, 944.30 feet to a ½” iron pin with cap; thence S 27 degrees 16 minutes 28 seconds E, 50.00 feet to an iron pin; thence S 22 degrees 18 minutes 26 seconds E, 530.54 feet to an iron pin near the north side of a pond; thence S 48 degrees 15 minutes 18 seconds West, 50.00 to a point; thence S 33 degrees 12 minutes 48 seconds E, 200.00 feet to an iron pin; thence N 52 degrees 42 minutes 04 seconds E, 50.00 feet to an iron post; thence S 31 degrees 42 minutes 33 seconds E, 795.24 feet to the low water mark of Drakes Creek; thence crossing Drakes Creek in a northeast direction 313.75 to a point on the east side of Drakes Creek, said point being referenced by a ½” iron pin S 56 degrees 12 minutes 50 seconds E, 100.00 feet; thence continuing along the said Drakes Creek N 51 degrees 36 minutes 09 seconds E, 1135.06 feet to a point on the east side of said Drakes Creek and referenced S 19 degrees 27 minutes 55 seconds W, 404.22 feet from a 5/8” iron pin with a 1-¼” yellow plastic cap stamped James R. Adams 1891 on the west side of said Drakes Creek, a corner in the line of Billy F. and Frankie Breakfield (Deed Book 329, Page 393 Lot 1, Minor Plat Book 19, Page 52, Deed Book 753, Page 476 Lot 2 and Major Plat Book 30, Page 15); thence continuing along the east side of said Drakes Creek N 74 degrees 10 minutes 09 seconds E, 806.96 feet to a ½” iron pin and cap; thence N 83 degrees 35 minutes 09 seconds E, 694.54 feet to a ½” iron pin and cap, a corner to Bruce and Julie Barrick (Deed Book 779, Page 286) on the east side of said Drakes Creek and referenced N 34 degrees 46 minutes 34 seconds W, 100.00 feet from a ½” iron pin and cap set as a reference corner; thence leaving said Drakes Creek and along said Barrick’s line S 34 degrees 46 minutes 34 seconds E, 535.48 feet to a ½” iron pin and cap; thence S 61 degrees 13 minutes 14 seconds E, 1689.16 feet to a ½” iron pin and cap; thence S 62 degrees 59 minutes 24 seconds E, 610.50 feet to a ½” iron pin and cap, a corner to said Tract No. 1, and referenced N 80 degrees 12 minutes 14 seconds W, 229.29 feet from a ½” iron pin and cap a corner to Dr. William and Sharon Moss (Deed Book 701, Page 456); said point being a corner to Bruce and Julie Barrick (Deed Book 779, Page 286) and Olde Stone Subdivision (Plat Book 36, Pages 197-200); thence with Barrick and then Sharon Moss (Deed Book 876, Page 937) S 80 degrees 13 minutes 40 seconds E, 229.85 feet to a point; thence S 80 degrees 12 minutes 42 seconds E, 449.57 feet to a point; thence S 80 degrees 12 minutes 48 seconds E, 798.67 feet to a point; thence S 77 degrees 37 minutes 35 seconds E, 434.17 feet to a point common to Ed Dorman (Deed Book 655, Page 217); thence with Dorman S 19 degrees 35 minutes 06 seconds E, 247.95 feet to a point; thence S 84 degrees 56 minutes 12 seconds E, 294.61 feet to a point; thence N 60 degrees 31 minutes 42 seconds E, 399.70 feet to a point in the west right-of-way of Old Scottsville Road; thence with said right-of-way South 00 degrees 03 minutes 53 seconds E, 164.74 feet to a point; thence S 04 degrees 34 minutes 46 seconds E, 125.18 feet to a point; thence S 08 degrees 12 minutes 25 seconds E, 426.72 feet to a ½” iron pin and cap in the west 60 foot right-of-way of Old Scottsville Road (KY 872) approximately 1,760 feet N of the intersection of said Old Scottsville Road and Shady Lane, and being a corner to Olde Stone Subdivision (Plat Book 36, Pages 197-200); thence along the west right-of-way of said Old Scottsville Road S 21 degrees 38 minutes 55 seconds E, 147.26 feet to a ½” iron pin and cap in a fence line; thence S 25 degrees 13 minutes 02 seconds E, 105.47 feet to a ½” iron pin and cap; thence S 26 degrees 49 minutes 17 seconds E, 292.06 feet to a 5/8” iron pin with a 1¼” yellow plastic cap stamped Claypool LS 2314 in a fence line, a corner to Rosella Isbell (Deed Book 756, Page 643); thence leaving said right-of-way and along said Isbell’s line S 64 degrees 48 minutes 33 seconds W, 1,307.15 feet to a 5/8” iron pin with a 1¼” yellow plastic cap stamped Claypool LS 2314, 6.7 feet N 84 degrees 41 minutes 30 seconds E of a 30 foot Hickory tree; thence continuing along said Isbell’s line S 19 degrees 12 minutes 17 seconds E, 26.22 feet to a ½” iron pin and cap, a corner to Larry and Brenda Felts (Deed Book 771, Page 755) Lot No. 20 Angus Acres Subdivision (Major Plat Book 13, Page 6); thence leaving said Isbell’s line and along the line of Angus Acres Subdivision, Lot Nos. 15-19, said Felts, and the line of John and Lois Carroll (Deed Book 465, Page 269), Michael and Donna Criswell (Deed Book 779, Page 795), William and Elizabeth Streib (Deed Book 534, Page 156) and Channon and Loreen Yule (Deed Book 575, Page 260) S 62 degrees 07 minutes 44 seconds West, 2710.02 feet to a ½” iron pin and cap on the east bank of Drakes Creek, a corner to Lot No. 15 of said Angus Acres Subdivision and said Yule, and referenced S 62 degrees 07 minutes 44 seconds W, 100.00 from a ½” iron pin and cap as a reference corner; thence along the east side of said Drakes Creek and the line of said Yule S 25 degrees 43 minutes 17 seconds E, 590.32 feet to a point, a corner to Lawrence and Deanna Ferstl (Major Plat Book 17, Page 158 and Deed Book 507, Page 17); thence along said Ferstl’s line S 25 degrees 43 minutes 17 seconds E, 590.32 feet to a point, a corner to Robert and Rita Otto (Deed Book 516, Page 695); thence continuing along the east side of Drakes Creek and the line of Otto S 15 degrees 19 minutes 57 seconds E, 411.54 feet to a point; thence continuing along said Drakes Creek, Otto and the line of John and Patricia Moore (Deed Book 717, Page 25); thence S 03 degrees 13 minutes 06 seconds E, 170.18 feet to a point, corner to said Moore and Sidney and Sara Monroe (Deed Book 543, Page 702); thence crossing said Drakes Creek S 89 degrees 11 minutes 54 seconds W, 115.36 feet to a point on the west side of Drakes Creek, a corner to Tract No. 1 County of Warren (Deed Book 754, Page 800), and referenced N 89 degrees 11 minutes 54 seconds E, 50.00 feet from a ½” iron pin and cap as a reference corner; thence along said Warren County’s line and the west side of said Drakes Creek N 07 degrees 17 minutes 42 seconds E, 70.32 feet to a point; thence N 08 degrees 12 minutes 18 seconds W, 155.69 feet to a point; thence N 20 degrees 14 minutes 17 seconds W, 172.29 feet to a point; thence N 13 degrees 04 minutes 00 seconds W, 156.86 feet to a point; thence N 25 degrees 22 minutes 31 seconds W, 395.01 feet to a point, and referenced N 66 degrees 11 minutes 56 seconds E, 50.00 from a ½” iron pin and cap as a reference corner; thence N 21 degrees 49 minutes 37 seconds W, 208.64 feet to a point; thence N 30 degrees 59 minutes 42 seconds W, 584.29 feet to a point, and referenced S 73 degrees 15 minutes 10 seconds W, 146.90 feet to a ½” iron pin and cap on the east side of Drakes Creek, a corner to said Yule, also referenced N 56 degrees 21 minutes 04 seconds E, 100.00 feet from a ½” iron pin and cap as a reference corner; thence continuing along the west side of said Drakes Creek and the line of said Warren County, N 36 degrees 18 minutes 09 seconds W, 189.95 feet to a point; thence N 26 degrees 48 minutes 44 seconds W, 250.36 feet to a point; thence N 49 degrees 00 minutes 45 seconds W, 73.73 feet to a point; thence N 61 degrees 00 minutes 02 seconds W, 77.89 feet to a point; thence S 74 degrees 58 minutes 54 seconds W, 66.90 feet to a point; thence N 82 degrees 50 minutes 13 seconds W, 37.30 feet to a point; thence N 50 degrees 09 minutes 04 seconds W, 120.62 feet to a point; thence N 60 degrees 25 minutes 40 seconds W, 45.63 feet to a point; thence S 75 degrees 06 minutes 27 seconds W, 40.62 feet to a point; thence S 04 degrees 01 minutes 28 seconds E, 50.32 feet to a ½” iron pin and cap and referenced S 36 degrees 38 minutes 37 seconds W, 45.31 feet from a 5/8” iron pin with a 1¼” yellow plastic cap stamped James R. Adams 1891; thence continuing along the south or west side of said Drakes Creek and the line of said Warren County S 74 degrees 48 minutes 06 seconds W, 207.81 feet to a point; thence S 54 degrees 57 minutes 25 seconds W, 149.16 feet to a point; thence S 83 degrees 55 minutes 32 seconds W, 109.36 feet to a point and referenced N 84 degrees 27 minutes 27 seconds E, 58.05 feet from a 5/8” iron pin with a 1¼” yellow plastic cap stamped James R. Adams 1891; thence N 82 degrees 47 minutes 18 seconds W, 119.77 feet to a point; thence N 59 degrees 14 minutes 11 seconds W, 83.13 feet to a point; thence N 17 degrees 20 minutes 16 seconds W, 358.76 feet to a point; thence N 08 degrees 59 minutes 01 seconds E, 237.15 feet to a point; thence N 09 degrees 21 minutes 05 seconds E, 272.03 feet to a point; thence N 04 degrees 01 minutes 34 seconds W, 119.11 feet to a point; thence N 33 degrees 14 minutes 58 seconds W, 47.36 feet to a point; thence N 64 degrees 11 minutes 56 seconds W, 51.86 feet to a point, and referenced N 17 degrees 18 minutes 23 seconds E, 50.00 feet from a ½” iron pin and cap as a reference point; thence N 81 degrees 11 minutes 18 seconds W, 123.92 feet to a point; thence S 84 degrees 48 minutes 55 seconds W, 152.21 feet to a point, and referenced S 01 degrees 03 minutes 52 seconds W, 101.64 feet from a 5/8” iron pin with a 1¼” yellow plastic cap stamped James R. Adams 1891 on the north side of said Drakes Creek; thence continuing along the south side of Drakes Creek and the line of said Warren County, S 70 degrees 10 minutes 10 seconds West, 82.43 feet to a point, a corner to Scotty’s Development Company, LLC (Deed Book 819, Page 759) said point referenced N 18 degrees 33 minutes 51 seconds W, 50.00 feet from a ½” iron pin and cap as a reference corner; thence leaving said Drakes Creek and along said Warren County and Scotty’s lines S 18 degrees 33 minutes 51 seconds E, 292.88 feet to a ½” iron pin and cap; thence along an arc having a delta angle of 80 degrees 53 minutes 30 seconds right, a radius of 450.00 feet, an arc length of 635.32 feet and a chord bearing and distance of S 21 degrees 52 minutes 54 seconds W, 583.86 feet to a ½” iron pin and cap; thence S 62 degrees 19 minutes 39 seconds W, 165.12 feet to a ½” iron pin and cap; thence along an arc having a delta angle of 41 degrees 07 minutes 12 seconds left, a radius of 250.00 feet, an arc length of 179.42 feet and a chord bearing and distance of S 41 degrees 46 minutes 03 seconds W, 175.59 feet to a ½” iron pin and cap; thence continuing along said Warren County and Scotty’s line S 21 degrees 12 minutes 27 seconds W, 275.21 feet to a ½” iron pin and cap in the north right-of-way of US 231 Scottsville Road, Commonwealth of Kentucky (Deed Book 780, Page 723 and Encumbrance Book 73, Page 652), and referenced N 66 degrees 37 minutes 16 seconds W, 1,098.76 feet from a ½ inch iron pin and cap 38 meters right of said centerline station 15+100 meters; thence along said right-of-way N 66 degrees 37 minutes 16 seconds W, 559.72 feet to a ½ inch iron pin and cap 45.00 meters right of said centerline station 15+600 meters; thence N 74 degrees 57 minutes 26 seconds W, 449.72 feet to a ½ inch iron pin and cap 30.28 meters right of said centerline station 15+736.28 meters; thence N 60 degrees 45 minutes 09 seconds W, 228.93 feet to a ½ inch iron pin and cap N 26 degrees 29 minutes 15 seconds E, 21.30 feet from a 2 inches square iron pin with a 3 inches round iron cap, said point being in the north right-of-way of US 231 Scottsville Road (Encumbrance Book 73, Page 652), and a corner to Buddy and Martha Miller (Deed Book 451, Page 214 and Minor Plat Book 3, Page 64); thence leaving said right-of-way and along Miller’s line N 26 degrees 29 minutes 15 seconds E, 351.51 feet to a point on the west side of Drakes Creek, a corner to Scotty’s Development Company, LLC (Deed Book 809, Page 267) (Twin Bridge Farms) and referenced N 26 degrees 29 minutes 15 seconds E, 100.00 feet from a ½ inch iron pin and cap as a reference corner; thence continuing along the west side of Drakes Creek and the line of said Miller N 40 degrees 22 minutes 00 seconds W, 282.61 feet to a point, a corner to Brenda Spickard (Deed Book 795, Page 623 and Minor Plat Book 7, Page 86); thence continuing along the west side of Drakes Creek and the line of said Spickard N 36 degrees 33 minutes 06 seconds W, 386.69 feet to a point, a corner to Lot No. 7 Daniel and Katie Robinson (Deed Book 700, Page 792 and Major Plat Book 27, Page 71) and referenced N 35 degrees 54 minutes 15 seconds E, 194.81 feet from a 1 inch iron pipe, a corner to Lot No. 8 Laymon and Linda Wilkerson (Deed Book 780, Page 629 and Major Plat Book 27, Page 71); thence continuing along the west side of Drakes Creek, the line said Robinson and the line of Dennis and Thelma Law Trustees the Dennis and Thelma Law Revocable Living Trust (Deed Book 804, Page 454), (Lot No. 6 Major Plat Book 21, Page 147), John and Donna Hazle (Deed Book 587, Page 634), (Lot No. 4 Major Plat Book 21, Page 147) and William and Erika Hulhorst (Deed Book 463, Page 750 and Minor Plat Book 3, Page 76); thence N 37 degrees 08 minutes 39 seconds W, 858.19 feet to a ½ inch iron pin and cap, a corner to James and Eva Martens (Deed Book 786, Page 253 and Major Plat Book 27, Page 57 and 87) and referenced N 64 degrees 19 minutes 13 seconds E, 293.57 feet from a 5/8 inch iron pin; thence crossing said Drakes Creek N 66 degrees 51 minutes 51 seconds E, 170.15 feet to a ½ inch iron pin and cap on the east side of Drakes Creek; thence N 38 degrees 35 minutes 42 seconds W, 203.22 feet to a point; thence crossing Drakes Creek in southwest direction 182.00 feet to the low water mark of Drakes Creek; thence leaving said low water mark and with James and Eva Martens (Deed Book 786, Page 253), N 81 degrees 58 minutes W, 111.30 feet to a point; thence with the Martens line and the Loague/Terrell line (Deed Book 778, Page 149), thence N 12 degrees 39 minutes W, 508.30 feet to a point in the Warren Association of Baptist Inc. (Deed Book 674, Page 816 and Deed Book 693, Page 73); thence with said line N 06 degrees 23 minutes W, 206.70 feet to a point; thence N 04 degrees 37 minutes E, 656.25 feet to a point; thence S 64 degrees 01 minutes W, 712.75 feet to a post, a corner common to the Scottsville Road Baptist Church (Deed Book 734, Page 349); thence with the Church property N 26 degrees 24 minutes 48 seconds W, 200.00 feet to a point; thence S 64 degrees 24 minutes 43 seconds W, 847.20 feet to an iron pin in the east right-of-way line of Scottsville Road (US 231) said point is 13.13 meters left of the centerline station 3+566.054 meters; thence with the east right-of-way of Scottsville Road (US 231) N 31 degrees 26 minutes 05 seconds W, 50.00 feet to a point in the east right-of-way, said point is 13.15 meters left of the centerline station 3+550.81 meters, said corner common to the Kenneth and Charlene Utley property (Deed Book 512, Page 184); thence leaving said right-of-way and with the Utley line N 64 degrees 24 minutes 43 seconds E, 851.58 feet to an iron pin; thence with the Utley line and then with the Robert and Janell Hill property (Deed Book 555, Page 578), and then the Charles and Betty Mosley property, (Deed Book 781, Page 246), N 26 degrees 24 minutes 48 seconds W, 850.18 feet to a point common to Utley and Next Phase LLC (Deed Book 1,122, Page 435 and Minor Plat Book 8, Page 82 and Plat Book 24, Page 51); thence with Next Phase LLC S 63 degrees 16 minutes 51 seconds W, 232.58 feet to a point; thence S 25 degrees 25 minutes 05 seconds E, 339.05 feet to a point; thence S 68 degrees 38 minutes 55 seconds W, 665.09 feet to a point in the east right-of-way of US 231 (Scottsville Road); thence with said right-of-way N 31 degrees 18 minutes 38 seconds W, 375.15 feet to a point common to Charles Mosley (Deed Book 1,075, Page 482 and Plat Book 24, Page 51); thence leaving the right-of-way N 63 degrees 06 minutes 32 seconds E, 933.02 feet to a point; thence N 26 degrees 24 minutes 48 seconds W, 197.96 feet to a point common to Charles Mosley; thence with the Mosley line S 67 degrees 11 minutes 05 seconds W, 958.48 feet to an iron pin in the east right-of-way line of Scottsville Road (US 231), said point being 13.702 meters left of the centerline station 3+185.252 meters; thence with the east right-of-way of Scottsville Road (US 231) N 31 degrees 26 minutes 05 seconds W, 100.00 feet to an iron pin in the east right-of-way line of Scottsville Road (US 231), said point being 13.748 meters left of the centerline station 3+154.326 meters, and common to the Leonard/Robinson property (Deed Book 534, Page 18 and Plat Book 20, Page 2); thence leaving said right-of-way and the Leonard/Robinson line N 67 degrees 01 minutes 21 seconds E, 200.00 feet to an iron pin; thence N 31 degrees 26 minutes 05 seconds W, 200.00 feet to an iron pin in the Stan and Jennifer Snodgrass property (Deed Book 678, Page 523 and Plat Book 33, Page 77); thence with the Snodgrass line N 67 degrees 01 minutes 21 seconds E, 784.63 to a point; thence N 23 degrees 41 minutes 20 seconds W, 313.00 feet to a point common to Hospice of Southern Kentucky Inc. (Deed Book 925, Page 549 and Minor Plat Book 15, Page 39); thence N 23 degrees 41 minutes 20 seconds W, 334.12 feet to a point common to VGF Investments LLC (Deed Book 1,142, Page 872), Lot #2 (Plat Book 40, Page 196); thence with said line, thence with the Hospice of Southern Kentucky line S 76 degrees 19 minutes 36 seconds W, 489.95 feet to a point; thence S 75 degrees 16 minutes 14 seconds W, 118.26 feet to a point common to CSR BG Investments LLC (Deed Book 1,165, Page 632 and Minor Plat Book 6, Page 108); thence S 74 degrees 59 minutes 46 seconds W, 447.63 feet to a point in the east right-of-way of US 231 (Scottsville Road); thence with said right-of-way N 25 degrees 14 minutes 13 seconds W, 100.04 feet to a point/ thence continuing with said right-of-way with a curve to the right having a radius of 5,689.58 feet, a length of 36.27 feet, chord bearing N 24 degrees 28 minutes 13 seconds W, and a chord length of 36.27 feet to a point; thence N 65 degrees 58 minutes 58 seconds E, 5.00 feet to a point; thence with a curve to the right having a radius of 5,684.58 feet, a length of 148.68 feet, chord bearing N 23 degrees 32 minutes 19 seconds W, and a chord length of 148.68 feet to a point; thence S 67 degrees 29 minutes 00 seconds W, 5.00 feet to a point; thence with a curve to the right having a radius of 5,689.58 feet, a length of 319.81 feet, chord bearing of N 21 degrees 10 minutes 43 seconds W, and a chord length of 319.77 feet to a point in said right-of-way and common to Lot No 1 and Lot No. 2 (Plat Book 40, Page 196); thence with the line of Lot No. 1 and Lot No. 2 N 70 degrees 05 minutes 17 seconds E, 520.02 feet to a point in the line of Fred Leath (Deed Book 441, Page 24); thence with said line for two calls S 34 degrees 29 minutes 16 seconds E, 169.69 feet to a point; thence N 63 degrees 27 minutes 30 seconds E, 158.26 feet to a point common to Francis Atkinson (Deed Book 274, Page 298); thence with said line N 62 degrees 40 minutes 31 seconds E, 319.41 feet to a point in the existing city limits and common with Stan Snodgrass (Deed Book 957, Page 434 and Plat Book 33, Page 77); N 23 degrees 41 minutes 20 seconds W, 252.67 feet to a point in the line of Wallace and Monica Richey (Deed Book 438, Page 3); thence with the Richey line N 70 degrees 03 minutes 40 seconds E, 98.58 feet to a chain link fence post; thence N 23 degrees 37 minutes 24 seconds W, 222.90 feet to a ½ inch iron pin in a paved driveway, said point being in the south right-of-way line of Peachtree Lane; thence crossing Peachtree Lane in a northeast direction 56.89 feet to a point in the north right-of-way line of Peachtree Lane, said point being a common corner between Lot 23 and Lot 24 of the Greenwood Heights Subdivision; thence with the line of Lot 23 and Lot 24, N 21 degrees W, 427.41 feet to a point in the rear line of Greenwood Heights Subdivision; thence with said line South 70 degrees W, 629.99 feet to a point, said point being a common corner to Lot 16 and Lot 17 of the Greenwood Heights Subdivision (Plat Book 5, Page 23); thence with the line of Lot 16 S 21 degrees 00 minutes E, 463.53 feet to a point in the north right-of-way of Peachtree Lane; thence crossing Peachtree Lane S 21 degrees 00 minutes E, 50.00 feet to a point in the south right-of-way line of said road; thence with said right-of-way S 67 degrees 09 minutes 31 seconds W, 483.75 feet to a point in the south right-of-way of Peachtree Lane, said point is also in the east right-of-way Scottsville Road; thence crossing Peachtree Lane and continuing with the right-of-way of Scottsville Road N 21 degrees 15 minutes 00 seconds W, 375.45 feet to a point in said right-of-way and a common corner to Lot 12 and Lot 11 Greenwood Heights Subdivision; thence with the line of Lot 12 N 68 degrees 45 minutes E, 306.61 feet to a point; thence N 21 degrees 00 minutes W, 156.17 feet to a point in the existing City limits; thence with the line of Lot 10 N 21 degrees 15 minutes W, 50.00 feet to a point; thence S 70 degrees W, 307.00 feet to a point in the east right-of-way line of Scottsville Road (US 231), said point being 13.19 meters left of the centerline station 2+377.513 meters; thence with said right-of-way N 21 degrees 15 minutes W, 90.00 feet to a point in the east right-of-way line of Scottsville Road (US 231), said point being 13.19 meters left of the centerline station 2+350.081 meters, and a corner common to Lot 9 of the Greenwood Heights Subdivision; thence with Lot No. 9 N 70 degrees E, 307.00 feet to a point, a corner to Lot No. 9; thence with the line of Greenwood Heights Subdivision N 21 degrees 15 minutes W, 908.65 feet to a point in the existing City limits of Bowling Green, Kentucky, said point also being a corner to Lot No. 1 and in the line of the Bowling Green Corporate Park; thence S 60 degrees 45 minutes W, 307.00 feet more or less to a stake in the northeast right-of-way line of US 231, and stake being at the corner of Young and Howell property; thence S 60 degrees 50 minutes W, 80 feet across US 231 to a point on the southwest right-of-way line of said road; thence with said point also approximately S 17 degrees 56 minutes E, 606.00 feet to the right-of-way of KY 622 (Plano Road); thence with the right-of-way line of US 231 S 17 degrees 56 minutes 29 seconds E, 186.14 feet to a 1 inch iron pipe (found) a corner common to Lot No. 1 of the Butler and James Property (Plat Book 31, Page 75) and Lot No. 3 of the James and Veronica Diemer Property as recorded (Plat Book 30, Page 192); thence with said right-of-way S 16 degrees 35 minutes 18 seconds E, 69.80 feet to a point; thence with a curve to the right having delta angle of 00 degrees 23 minutes 33 seconds and a radius of 6,519.03 feet and an arc length of 44.67 feet to a point in said right-of-way; thence continuing S 11 degrees 52 minutes 52 seconds E, 136.18 feet to a point; thence S 11 degrees 52 minutes 52 seconds E, 40.90 feet to a point; thence S 15 degrees 35 minutes 09 seconds E, 122.31 feet thence S 11 degrees 46 minutes 18 seconds E, 16.44 feet said point being the intersection of right-of-ways of US 231 (Scottsville Road) and Plano Road; thence crossing Plano Road S 21 degrees 34 minutes 20 seconds E, 152.16 feet to a point in the south right-of-way of Plano Road; thence with the right-of-way of Scottsville Road S 23 degrees 53 minutes 59 seconds E, 39.56 feet to a point; thence S 18 degrees 11 minutes 35 seconds E, 244.07 feet to a point and corner common to Trustees of Broadway United Methodist Church (Deed Book 1,025, Page 882) and 42.70 feet left of centerline station 2+424.99 metric; thence with said right-of-way S 18 degrees 11 minutes 35 seconds E, 617.38 feet to a point in said west right-of-way and common to Tyra Deweese (Deed Book 990, Page 418); thence with Deweese S 68 degrees 39 minutes 56 seconds W, 207.26 feet to a point common with Glen and Martha Hill (Deed Book 832, Page 740); thence with Hill N 43 degrees 17 minutes 48 seconds W, 67.88 feet to a point; thence N 43 degrees 21 minutes 54 seconds W, 313.55 feet to a point; thence N 18 degrees 18 minutes 36 seconds E, 176.05 feet to a point; thence N 52 degrees 15 minutes 54 seconds W, 35.00 feet to a point; thence S 32 degrees 29 minutes 36 seconds W, 1.30 feet to a point common with Timothy Brown (Deed Book 1,046, Page 65) and in the roadway leading to the church; thence with Brown and crossing KY 622 (Plano Road) N 52 degrees 27 minutes 42 seconds W, 246.77 feet to a point in the north right-of-way of KY 622 (Plano Road); thence with said right-of-way N 31 degrees 21 minutes 57 seconds E, 89.75 feet to a point; thence N 53 degrees 03 minutes 01seconds W, 4.62 feet to a point; thence N 31 degrees 25 minutes 51 seconds E, 51.33 feet to a point; thence with said right-of-way N 31 degrees 21 minutes 57 seconds E, 147.57 feet to a point; thence N 26 degrees 53 minutes 47 seconds E, 68.47 feet to a point; thence N 33 degrees 45 minutes 21 seconds E, 51.96 feet to a point; thence leaving said right-of-way North 44 degrees 41 minutes 12 seconds W, 165.00 feet to a point common with Jimmy Diemer Big Star (Deed Book 866, Page 549), and S 34 degrees 34 minutes 10 seconds W, 79.50 feet to a point; thence N 15 degrees 29 minutes 21 seconds W, 52.06 feet to a point; thence N 43 seconds 18 minutes 57 seconds W, 240.35 feet to a point; thence N 60 degrees 38 minutes 51 seconds E, 56.63 feet to a point; thence N 74 degrees 03 minutes 43 seconds E, 273.93 feet to a point; thence N 11 degrees 52 minutes 52 seconds W, 17.17 feet to a point; thence N 19 degrees 08 minutes 50 seconds W, 103.40 feet to a point in the existing City limits; thence with the Diemer line S 58 degrees 01 minutes 39 seconds W, 874.08 feet to a stone (found) a corner common to the Diemer property and Earl and Ruth Thomas property as recorded in Deed Book 484, Page 426; thence with the Thomas line and James A. Martens Property (Deed Book 560, Page 340) N 46 degrees 11 minutes 40 seconds W, 804.54 feet to an iron pin (set), this corner being common to the James A. Martens property and Lot No. 4 of the Butler and James Property; thence with the line of Lot No. 4 N 57 degrees 57 minutes 43 seconds E, 888.65 feet to an iron pin (set) in the line of James A. Martens line; thence with said Martens line N 57 degrees 57 minutes 43 seconds E, 414.37 feet to an iron pin (set) in the right-of-way of US 231, 40.00 feet from the centerline said point is also on the existing City limits; thence with the right-of-way of US 231 N 17 degrees 56 minutes 29 seconds W, 140.50 feet; to the west right-of-way of Cassie Way at its intersection with US 231; thence with Cassie Way S 57 degrees 26 minutes W, 121.98 feet; thence S 54 degrees 01 minutes W, 106.59 feet; thence S 52 degrees 31 minutes W, 208.91 feet; thence N 30 degrees 27 minutes W, 216.21 feet; thence N 20 degrees 40 minutes W, 180.43; thence 298.3 feet more or less along the southwest right-of-way line of US 231 to a stake at the easterly corner of the Gregory, Brite and Richmond properties; thence S 44 degrees 51 minutes W, 996.75 feet to a point in line common to Gregory, Brite and Greenwood Baptist Church; thence S 42 degrees 08 minutes W, 727.45 feet; thence S 24 degrees 38 minutes 42 seconds E, 723.77 feet to a point common with the Greenwood Crossings Inc. (Plat Book 27, Page 30) and Natcher Parkway Holdings LLC (Deed Book 946, Page 747); thence S 48 degrees 25 minutes 59 seconds E, 1,932.58 feet to at a point in the east right-of-way of Plano Road, said point is approximately 1,900 feet +/- from the intersection of Plano Road and US 231 (Scottsville Road); thence with said right-of-way S 29 degrees 35 minutes 49 seconds W, 1,728.94 feet to a point; thence S 20 degrees 16 minutes 57 seconds W, 159.25 feet to a point; thence S 27 degrees 31 minutes 53 seconds W, 374.35 feet to a point; thence continuing with said right-of-way and crossing Sylvia Way S 27 degrees 13 minutes 36 seconds W, 353.56 feet to a point; thence crossing Plano Road N 61 degrees 49 minutes 59 seconds W, 159.95 feet to a point in the west right-of-way Plano Road and the right-of-way of the William H. Natcher Parkway; thence with the right-of-way of the Parkway for nine calls, S 30 degrees 38 minutes 33 seconds W, 637.40 feet to a point; thence N 74 degrees 42 minutes 06 seconds W, 1,462.87 feet to a point; thence N 80 degrees 07 minutes 35 seconds W, 507.31 feet to a point; thence N 77 degrees 47 minutes 26 seconds W, 890.11 feet to a point; thence N 62 degrees 55 minutes 19 seconds W, 176.94 feet to a point; thence N 42 degrees 28 minutes 45 seconds W, 189.51 feet to a point; thence N 25 degrees 16 minutes 34 seconds W, 786.44 feet to a point; thence crossing Interstate 65 N 66 degrees 42 minutes 37 seconds W, 731.63 feet to a point in the west right-of-way of Interstate 65 and common to Owen Sims (Deed Book 385, Page 55) and Danny Goad (Deed Book 776, Page 468); thence leaving said right-of-way and with Goad line N 19 degrees 14 minutes 22 seconds W, 494.16 feet to a point; thence N 32 degrees 12 minutes 34 seconds W, 759.64 feet to point; thence N 57 degrees 45 minutes 15 seconds E, 8.15 feet to a point; thence N 29 degrees 19 minutes 16 seconds W, 453.81 feet to a point; thence S 68 degrees 00 minutes 19 seconds W, 31.52 feet to a point common with C6HO LLC & Hightower Properties LLC (Deed Book 1,096, Page 705 and Minor Plat Book 23, Page 82); thence with said line N 32 degrees 12 minutes 34 seconds W, 95.50 feet to a point; thence N 40 degrees 30 minutes 19 seconds W, 320.83 feet to a point in the east right-of-way of Three Springs Road (KY 884); thence with said right-of-way N 41 degrees 03 minutes 01 seconds E, 376.19 feet to a point common to S Family Properties LLC (Deed Book 983, Page 282); thence leaving said right-of-way with S Family Properties LLC and Silver Springs Subdivision (Plat Book 23, Page 65) S 34 degrees 58 minutes 14 seconds E, 1,050.97 feet to a point; thence N 56 degrees 32 minutes 10 seconds E, 763.39 feet to a point; thence S 34 degrees 28 minutes 47 seconds E, 677.02 feet to a point in the west right-of-way of Interstate 65; thence crossing Interstate 65 S 66 degrees 42 minutes 25 minutes E, 310.57 feet to a point in the east right-of-way Interstate 65; thence N 20 degrees 17 minutes 19 seconds E, 357.99 feet to a point; thence N 16 degrees 29 minutes 16 seconds E, 400.00 feet to a point; thence with a curve to the right having a delta angle of 00 degrees 38 minutes 50 seconds, radius of 45,716.62 feet, and an arc length of 516.36 feet to a point; thence N 21 degrees 17 minutes 00 seconds E, 364.77 feet to a point; thence N 18 degrees 25 minutes 15 seconds E, 200.25 feet to a point; thence N 21 degrees 17 minutes 00 seconds E, 1,250.00 feet to a point; thence N 26 degrees 59 minutes 38 seconds E 100.50 feet to a point; thence N 21 degrees 17 minutes 00 seconds E, 533.57 feet to a fence post, said post being in the Interstate 65 Access Control fence line; thence with said fence N 24 degrees 21 minutes E, 777.58 feet; thence N 28 degrees 5 minutes E, 190.48 feet; thence N 22 degrees 20 minutes E, 300.37 feet; thence N 13 degrees 52 minutes E, 202.01 feet; thence N 22 degrees 21 minutes E, 665.30 feet; thence N 32 degrees 21 minutes 47 seconds E, 309.67 feet to an iron pin, thence crossing the right-of-way of Interstate 65 N 54 degrees 20 E, 300 feet more or less; thence along said west right-of-way of Interstate 65 S 19 degrees 45 minutes W, 475 feet more or less; thence S 23 degrees 09 minutes W, 850.85 feet; thence S 16 degrees 28 minutes W, 233.31 feet; thence with said west right-of-way of Interstate 65 S 20 degrees 0 minutes W, 142.16 feet; thence S 25 degrees 36 minutes W, 123.13 feet; thence S 22 degrees 8 minutes W, 76.59 feet; thence S 24 degrees 13 minutes W, 200.07 feet; thence S 18 degrees 47 minutes W, 100.76 feet; thence S 24 degrees 18 minutes W, 153.51 feet; thence S 24 degrees 18 minutes W, 648.28 feet; thence S 32 degrees 50 minutes W, 202.24 feet; thence S 24 degrees 18 minutes W, 950.00 feet; thence S 18 degrees 35 minutes W, 201.00 feet; thence S 24 degrees 18 minutes W, 34.86 feet; thence leaving said right-of-way N 43 degrees 1 minute W, 1,473.61 feet to the east right-of-way of Three Springs Road (Kentucky Highway 884); thence with said east right-of-way N 39 degrees 36 minutes E, 659.21 feet; thence a distance of 611.84 feet, said distance being measured along a curve having a radius of 5,469.84 feet and chord of N 36 degrees 23 minutes E, 611.52 feet; thence a distance of 80.50 feet, said distance being measured along a curve having a radius of 5,469.84 feet and chord of N 32 degrees 46 minutes E, 80.54 feet; thence N 32 degrees 20 minutes E, 239.50; thence to point of being N 31 degrees 40 minutes E, 168.49 feet; thence 50 feet more or less along a line perpendicular to the centerline of Three Springs Road to a point in the west right-of-way line of Three Springs Road, said point being common to south property corner of the Walker property as recorded in Deed Book 477, Page 711, and also being common to the corner of the Deborah and Jennie Roe property; thence with Roe’s line N 53 degrees 02 minutes 00 seconds W, 3,270.09 feet to a corner post, corner to Roe and in the line of Bluegrass Meadows Subdivision; thence with line of said subdivision and then along property line of Ragland 854.6 feet more or less; thence N 17 degrees 32 minutes 36 seconds W, 2,699.23 feet; thence S 85 degrees 42 minutes W, 492.12 feet; thence S 4 degrees 18 minutes E, 170 feet; at an angle across the right-of-way of Curling Way 50 feet more or less to the NW corner of Lot 40 of Bluegrass Meadows Subdivision Section 1; thence S 4 degrees 18 minutes E, 170 feet; thence N 85 degrees 42 minutes E, 200 feet; thence S 16 degrees 53 minutes E, 390 feet; thence S 73 degrees 7 minutes W, 327.80 feet; thence N 4 degrees 18 minutes E 82.18 feet; thence N 85 degrees 42 minutes W, 170 feet to the east right-of-way of Grider Pond Road; being the southwest corner of Lot 48 of the Bluegrass Meadows Subdivision; thence N degrees 18 minutes E, 743.14 feet; thence N 3 degrees 37 minutes 27 seconds E, 195.97 feet; thence N 16 degrees 37 minutes 31 seconds E, 32.90 feet; thence N 24 degrees 21 minutes 57 seconds E, 38.07 feet; thence N 33 degrees 37 minutes 44 seconds E, 37.75 feet; thence N 45 degrees 14 minutes 58 seconds E, 25.40 feet; thence N 57 degrees 13 minutes 42 seconds E, 36.45 feet; thence N 65 degrees 7 minutes 5 seconds E, 38.79 feet; thence N 71 degrees 59 minutes 30 seconds E, 43.71 feet; thence with south right-of-way of Grider Pond Road S 64 degrees W, 180 feet; thence S 70 degrees W 480 feet; thence S 71 degrees 45 minutes W, 311 feet; thence N 20 degrees W, 32 feet to a stake; thence N 71 degrees 45 minutes E, 32 feet to a stake; thence N 20 degrees W 462 feet to a stake; thence N 65 degrees E 573 feet to a stake; thence N 23 degrees 45 minutes W, 595 feet; thence with the rear lot line on Lot No. 86, S 66 degrees 51 minutes 00 seconds W, 170.00 feet to an iron pin; thence S 76 degrees 03 minutes 00 seconds W, 50.55 feet to an iron pin; thence S 64 degrees 50 minutes 00 seconds W, 585.60 feet to an iron pin; thence N 87 degrees 41 minutes 0 degrees W, 603.15 feet to an iron pin; thence S 40 degrees 58 minutes 0 seconds W, 76.78 feet to an iron pin; thence S 0 degrees 58 minutes 0 seconds W, 697.75 feet; thence N 86 degrees 34 minutes W 1,120.65 feet; thence N 87 degrees 0 minutes W, 284.05 feet to a fence post; thence S 0 degrees 43 minutes E 284.00 feet; thence N 89 degrees 02 minutes 00 seconds W, 170 feet to an iron pin; thence with the right-of-way of Cave Mill Road N 87 degrees 59 minutes W, 11.00 feet; thence a distance of 281.67 feet, said distance being measured along a curve having a radius of 1,467.40 feet and a long chord of S 86 degrees 28 minutes W, 281.24 feet; thence S 80 degrees 58 minutes W, 270.60 feet; thence a distance of 346.22, said distance being measured along a curve having a radius of 1,397.40 feet and a long chord of S 88 degrees 04 minutes W, 345.34 feet to an iron pin; thence with the right-of-way of Cave Mill Road 41.12 feet along an arc with radius 1,397.40 feet; thence N 83 degrees 09 minutes W, 690.14 feet with the right-of-way of Cave Mill to an intersection with the east right-of-way of Smallhouse Road; thence S 14 degrees 49 minutes E, 1,362.35 feet to the northwest corner of Lot 15 of the Thomasdale Estates Section II Subdivision; thence N 74 degrees 16 minutes E, 170 feet; thence S 15 degrees 28 minutes E, 100.79 feet; thence S 74 degrees 32 minutes W, 170 feet; thence S 14 degrees 24 minutes E, 1,970.41 feet; thence N 86 degrees 20 minutes W, 70 feet; thence leaving Smallhouse Road in a westerly direction N 86 degrees 20 minutes W, 419.54 feet; thence N 86 degrees 35 minutes W, 601.38 feet; thence N 86 degrees 02 minutes W, 2,160.04 feet to a point on the Britt Farm property line; thence in a southerly direction across the Green River Parkway; right-of-way S 7 degrees 02 minutes W, 615 feet to a point on the south right-of-way of the Green River Parkway; thence with the Green River Parkway right-of-way S 49 degrees 42 minutes E, 600.60 feet; thence S 43 degrees 41 minutes E, 197.82 feet; thence S 44 degrees 34 minutes E, 2,554.30 feet to a corner common with the parkway right-of-way and Smallhouse and Western Kentucky University Farm; thence with the right-of-way of Smallhouse Road and Western Kentucky University Farm S 45 degrees 14 minutes W, 406.1 feet; thence leaving Smallhouse Road with Western Kentucky University Farm N 73 degrees 58 minutes W 1,643.1 feet; thence with WKU Farm S 33 degrees 38 minutes W, 1,824 feet; thence with same farm N 84 degrees 51 minutes W, 3,897 feet to a point in the curve of the Elrod Road; thence crossing the Elrod Road and leaving the WKU Farm S 49 degrees 40 minutes W, 50 feet to a point on the southwest right-of-way of Elrod Road; thence with the right-of-way of Elrod Road N 41 degrees 14 minutes W, 3,245 feet to a corner being the intersection of right-of-ways of Elrod Road and Cal Batsel Road; thence with the east right-of-way of Cal Batsel Road S 49 degrees 40 minutes 00 seconds W, 2,350.75 feet to a point; thence S 51 degrees 38 minutes 29 seconds W, 890.89 feet to the corner of Ozburn - Hessey Storage Company (Deed Book 603, Page 333) and Murphy and Scott Development Company (Deed Book 739, Page 811); thence leaving said right-of-way S 38 degrees 21 minutes 31 seconds E 924.29 feet to a corner, said corner is common with Murphy and Scott Development Company, Ozburn - Hessey Storage Company and H & D Rentals (Deed Book 739, Page 858); thence S 51 degrees 38 minutes 29 seconds W 1,876.14 feet to a point; thence N 42 degrees 23 minutes 28 seconds W 259.22 feet to a point in the right-of-way of CSX Rail Road; thence with said right-of-way N 16 degrees 50 minutes 53 seconds E 1,492.78 feet to a point; thence N 16 degrees 57 minutes 14 seconds E 245.08 feet to a point; thence N 16 degrees 52 minutes 14 seconds E 504.45 feet to a point; thence N 16 degrees 54 minutes 13 seconds E 87.27 feet to a point; thence N 16 degrees 50 minutes 04 seconds E 78.19 feet to a point; thence N 16 degrees 50 minutes 04 seconds E 95.18 feet to a point; thence N 16 degrees 54 minutes 07 seconds E 109.10 feet to a point; thence leaving said right-of-way N 45 degrees 16 minutes 51 seconds E 158.99 feet; S 74 degrees 00 minutes 30 seconds E 57.43 feet to a point in the south right-of-way of Old US Highway 31-W ; thence N 18 degrees 54 minutes 50 seconds E 42.75 feet to a point; thence N 27 degrees 16 minutes 01 seconds E 47.35 feet to a point; N 28 degrees 58 minutes 50 seconds E 49.34 feet to a point; thence n 29 degrees 47 minutes 07 seconds E 349.94 feet end Cal Batsel; thence N 27 degrees 47 minutes E 315.62 feet; thence N 29 degrees 54 minutes E 882.47 feet to the southeast right-of-way line of US 31-W; thence crossing the US 31-W in a northwesterly direction N 40 degrees 20 minutes W 100 feet to a point on the northwest right-of-way of US 31-W; thence with the right-of-way S 46 degrees 12 minutes W 314.23 feet; thence N 37 degrees 53 minutes W 30.0 feet; thence S 53 degrees 20 minutes W 440.59 feet to a point in the existing city limits, point common to the east right-of-way of the Louisville and Nashville Railroad line to Nashville, Tennessee and the northwest right-of-way of the US 31-W highway, thence with said highway right-of-way across the Railroad right-of-way S 53 degrees 20 minutes W 150.29 feet, thence leaving the Railroad right-of-way S 55 degrees 59 minutes W 413.75 feet to a stake; thence S 47 degrees 17 minutes W 253.66 feet to a stake; thence S 53 degrees 36 minutes E 30.0 feet to a stake; thence S 46 degrees 41 minutes W 210.22 feet to a stake; thence S 37 degrees 29 minutes W 211.66 feet to a stake; thence S 30 degrees 39 minutes W 250.25 feet to a stake; thence S 23 degrees 40 minutes W 265.75 feet; thence N 52 degrees 20 minutes W 1,702 feet to an iron pin located at the intersection of right-of-way of US 31-W (Nashville Road) and Central Avenue; thence along the right-of-way Nashville Road S 16 degrees 44 minutes 10 seconds W 202.06 feet to an iron pin; thence S 23 degrees 47 minutes 47 seconds W 300.00 feet to an iron pin; thence S 15 degrees 15 minutes 56 seconds W 101.12 feet to an iron pin located 50.00 feet from the centerline of Nashville Road; thence S 23 degrees 48 minutes 00 seconds W 1,454.50 feet to an iron pin; thence along an arc to the right 927.90 feet (the curve has a delta of 9 degrees 21 minutes 38 seconds, a radius of 5,679.58 feet and a chord of 926.87) to an iron pin located 50.00 feet from the centerline of Nashville Road; thence with the right-of-way of US 31W along a curve to the right (with delta of 8 degrees 18 minutes 53 seconds, radius of 5,679.58 feet) a distance of 882.04 feet to a point; thence S 43 degrees 18 minutes 02 seconds W 1,531.22 feet to a point in the right-of-way of McLellan Road; thence with the west right-of-way of US 31W (Nashville Road) and across McLellan Road S 41 degrees 44 minutes 02 seconds W, 53.67 feet to a point in the right-of-way common to the northeast corner of Lot 4 of the James E. Skillen Estate as recorded in Minor Plat Book 18, Page 28; thence with the Skillen line and the S right-of-way of McLellan Road N 26 degrees 57 minutes 56 seconds W, 1,440.66 feet; thence with a curve to the left having a delta angle of 19 degrees 20 minutes 12 seconds, a radius of 239.00 feet, and a length 80.66 feet; thence N 46 degrees 18 minutes 07 seconds W, 1,453.42 feet; thence N 43 degrees 41 minutes 53 seconds E, 35.13 feet; thence with the center of the county road (now McLellan Road) S 47 ½ degrees E 263 1/3 rods; thence with a lane that leads to the John Smith dwelling S 62 ½ degrees W 68 rods to a stone on the lane; thence with the line of John Smith N 48 degrees W 87 ½ rods; thence with his line South 60 degrees W 48 1/4 rods to a post by a mulberry, a corner of John Smith; thence with Smith’s line S 41 ½ degrees W 90 2/3 rods to a stone, a corner of Smith; thence with the line of John Smith N 51 1/4 degrees W 53 rods to a stone, said point a corner to Greystone Properties Inc. (Deed Book 718, Page 489) and Mary Louise Smith Family Limited Partnership (Deed Book 750, Page 1), thence with Smith S 10 degrees 42 minutes 02 seconds W, 70.56 feet to a point common to Jerry & Pam Coleman (Deed Book 458, Page 425); thence with Coleman N 82 degrees 34 minutes 37 seconds W, 1,019.38 feet to a point in the rear line of Lot# 4 (Minor Plat Book 16, Page 131); thence with said plat N 07 degrees 22 minutes 25 seconds E, 374.88 feet to a point common to Lot# 1 of Plat Book 38, Page 230; thence with said plat N 02 degrees 55 minutes 06 seconds W, 200.42 feet to a point; thence N 04 degrees 20 minutes 46 seconds W, 278.21 feet to a point; thence N 39 degrees 10 minutes 49 seconds W, 251.45 feet to a point; thence N 11 degrees 46 minutes 29 seconds E, 128.93 feet to a point; thence N 78 degrees 13 minutes 31 seconds W, 217.92 feet to a point in the rear line of Pinewood Estates (Plat Book 16, Page 62); thence with said line N 11 degrees 46 minutes 29 seconds E, 653.08 feet to a point in the south right-of-way R.J. Corman Railroad-Memphis Line; thence with said right-of-way N 62 degrees 11 minutes 58 seconds E, 179.36 feet to a point in said right-of-way and common to the Carrie Beck Estate (Deed Book 57, Page 3); thence leaving said right-of-way S 52 degrees 46 minutes 13 seconds E, 508.15 feet to a point in the rear line of Greystone Subdivision Section XV; thence with said line N 08 degrees 37 minutes 08 seconds E, 577.20 feet to a point in the south right-of-way R.J. Corman Railroad-Memphis Line; thence with the west line of the Joe Fuqua property (Deed Book 195, Page 499) N 2 ½ degrees E 96 4/5 poles to the northwest corner of the Fuqua property; thence crossing said right-of-way of West McLellan Road 50 feet more or less; thence at an angle to the left and with the line of Ralph and Lelia Davis and said north right-of-way N 52 degrees 35 minutes 07 seconds W 700 feet more or less to the north right-of-way of West McLellan Road, point common to the south corner of Lot 33 of Stone Crest Subdivision; thence N 36 degrees 46 minutes 06 seconds E 650.99 feet to the east corner of lot 36 of said subdivision; thence N 52 degrees 55 minutes 37 seconds W 802.13 feet to a point common to Lots 45 and 85 of the said subdivision and a corner of the Ralph Davis property; thence N 39 degrees 31 minutes 07 seconds E 587.87 feet to the east corner of Lot 89 of said subdivision; thence with the line of the subdivision N 52 degrees 02 minutes 4 seconds W 1,710.21 feet to the north corner of Lot 1 of said subdivision; thence with the line of the old D.E. Mercer property and with the lines of William Conley and L. Hester 159.24 feet more or less to the original right-of-way of Russellville Road (now US 68); thence to the center of said original right-of-way 30 feet more or less; thence 8.6 chains to a corner common with Givens; thence continuing along Givens line 10.93 chains then the Bandy line to the northwest corner of the Frank Wheeler property a (Deed Book 316, Page 270); thence with Tim Wheeler and Bandy’s line 975 feet more or less; thence N 3 ½ degrees W 26 4/5 poles; thence N 30 ½ degrees E 80 4/5 poles; thence S 49 ½ E 249.55 feet to a two foot iron rod set on the A.R. Short heir’s property line; thence N 41 degrees 34 minutes 25 seconds E 1,063.30 feet to a stake; then with the McGinnis line N 43 ½ degrees E 990 feet to a stake in the corner common with the Basham line; thence with the line of the Basham property as recorded in (Deed Book 595, Page 748) S 46 ½ degrees E 735 feet more or less to a point common with the Sledge property; then at a right angle to the right 600 feet more or less; thence with the Porter Hines property N 39 degrees 01 minutes 54 seconds E, 1,353.34 feet; thence N 40 degrees 23 minutes 53 seconds E, 397.59 feet to a point in the south right-of-way of Blue Level Road, thence across said road N 40 degrees 23 minutes 53 seconds E, 51.43 feet to a point in the north right-of-way of Blue Level Road; thence with the northern right-of-way of Blue Level Road on a curve to the left having a delta angle of 14 degrees 00 minutes 29 seconds, a radius of 540.07 feet, and a length of 132.04 feet to a point; thence S 77 degrees 47 minutes 37 seconds E, 1,181.23 feet to a point; thence S 78 degrees 10 minutes 20 seconds E, 271.24 feet to a point; thence with a curve to the left having a delta angle of 17 degrees 50 minutes 53 seconds, a radius of 520.21 feet, and a length of 162.05 feet to a point; thence N 86 degrees 08 minutes 46 seconds E, 302.22 feet to a point; thence with a curve to the right having a delta angle of 50 degrees 25 minutes 26 seconds, a radius of 160.00 feet, and a length of 140.81 feet to a point said point being on the northern right-of-way of Blue Level Road and on the existing city limits; thence with the center of the road thence N 28 ½ W 152.00 feet to a stake in the center of the road; thence leaving the center of the road and with a lane S 60 degrees E 9 poles to a stone; thence with the Goodwin line (Deed Book 463, Page 360) N 61 degrees E 38 poles to a point common to the northeast corner of the Goodwin property and the west right-of-way of the White Stone Quarry Railroad (now Old Tram Road); thence continuing 25 feet more or less to the east right-of-way of said road; thence at a right angle to the left with said right-of-way 375 feet more or less to the southwest corner of the Miller property as recorded in (Deed Book 214, Page 445); thence with the Miller line N 54 3/4 degrees E 1,250 feet more or less; then with the Miller line S 39 E 1,300 feet more or less to a point in the line; thence at a right angle to the left 300 feet more or less; thence at a right angle to the right 600 feet more or less to the eastern most corner of a tract of land (Plat Book 216, Page 309) and to the controlled-access right-of-way of the Green River Parkway; thence with the controlled-access right-of-way of the Parkway N 42 degrees 43 minutes E 400 feet to a point intersecting the western right-of-way of Green River Parkway and the southbound egress; thence with the right-of-way of the Green River Parkway N 7 degrees 49 minutes W 80 feet; thence N 25 degrees 42 minutes W 178 feet; thence N 2 degrees 43 minutes E 1,128 feet; thence in a straight line crossing the Green River Parkway right-of-way N 70 degrees 05 minutes E 275 feet to a point on the east right-of-way of the Green River Parkway; thence along said eastern right-of-way of the Green River Parkway N 18 degrees 13 seconds W 1,210 feet; thence with said eastern right-of-way in a northeasterly direction 4,850 feet more or less; thence with said right-of-way N 10 degrees 42 minutes 33 seconds W 86.68 feet; thence N 46 degrees 58 minutes W 203.04 feet; thence N 23 degrees 50 minutes 35 seconds W 154.03 feet; thence N 10 degrees 42 minutes 33 seconds W 1,912.81 feet; thence in a curve to the left having a radius equal to 23,053.32 feet, a length of 842.13 feet, in a delta = 2 degrees 5 minutes 53 seconds, thence N 12 degrees 38 minutes 57 seconds W, 914.30 feet to a point in the existing city limits, said point being in the east right-of-way of the William H. Natcher Parkway and in the line of Jennings Mill Subdivision (Plat Book 30, Page 171) said point being 150 feet right of centerline station 1,309+11.66; thence crossing the parkway and Brookwood Drive S 84 degrees 32 minutes 13 seconds W, 331.88 feet to a point in the west right-of-way of Brookwood Drive and a corner to Lot# 10 and Lot# 9 of Elk Creek Farms (Plat Book 26, Page 41); thence leaving said right-of-way and with Elk Creek Farms N 88 degrees 23 minutes 9 seconds West, 592.46 feet to a point; thence S 2 degrees 50 minutes 29 seconds E, 571.40 feet to a point in the north right-of-way of Rigelwood Lane; thence with said right-of-way S 87 degrees 9 minutes 31 seconds W, 352.36 feet to a point; thence leaving the right-of-way N 2 degrees 50 minutes 29 seconds W, 455.34 feet to a point; thence S 81 degrees 43 minutes 59 seconds W, 291.52 feet to a point; thence S 63 degrees 32 minutes 9 seconds W, 213.04 feet to a point; thence N 86 degrees 38 minutes 4 seconds W, 209.25 feet to a point; thence N 6 degrees 51 minutes 52 seconds E, 195.18 feet to a point common to Texas Gas Company (Deed Book 635, Page 478 and Plat Book 23, Page 43); thence with said line S 84 degrees 15 minutes 24 seconds W, 409.88 feet to a point common to Lot# 27 Revision of Lester Hunt Subdivision (Plat Book 35, Page 108); thence with said line S 6 degrees 51 minutes 52 seconds W, 675.00 feet to a point in the north right-of-way of Rigelwood Lane; thence with said right-of-way S 85 degrees 18 minutes 37 seconds W, 1,188.27 feet to a point a corner common to Bobby and Judith Ayer (Deed Book 1,036, Page 216); thence with Ayer and leaving said right-of-way N 45 degrees 35 minutes 15 seconds W, 85.68 feet to a point; thence N 34 degrees 17 minutes 1 second W, 518.00 feet to a point; thence South 58 degrees 34 minutes 59 seconds West, 256.75 feet to a point; thence North 41 degrees 7 minutes 1 seconds W, 1,244.60 feet to a point common to Kenneth and Bonnie Thomas (Deed Book 740, Page 672); thence with Thomas N 46 degrees 19 minutes 59 seconds E, 296.10 feet to a point; thence N 29 degrees 45 minutes 1 second W, 296.50 feet to a point; thence N 32 degrees 7 minutes 59 seconds E, 243.47 feet to a point common to Dana Bradley (Deed Book 909, Page 372 and Plat Book 21, Page 68); thence N 00 degrees 11 minutes 1 second W, 365.00 feet to a point in the north right-of-way of Ridgeview Drive; thence N 00 degrees 11 minutes 1 second W, 415.90 feet to a point in the south right-of-way of Morgantown Road (US-231) and the south right-of-way of Westgate Drive; thence with said right-of-way of Morgantown Road (US-231) S 83 degrees 11 minutes 6 seconds E, 1,317.05 feet to a point in the west right-of-way of Guinn Court; thence with said right-of-way S 7 degrees 32 minutes 30 seconds W, 428.83 feet to a point; thence S 7 degrees 32 minutes 30 seconds W, 50.00 feet to a point; thence S 11 degrees 28 minutes 37 seconds W, 132.06 feet to a point; thence S 14 degrees 57 minutes 40 seconds W, 55.13 feet to a point; thence leaving the right-of-way of Guinn Court N 83 degrees 43 minutes 42 seconds W, 239.95 feet to a point; thence S 9 degrees 32 minutes 36 seconds W, 128.64 feet to a point common to Joe and Rebecca Guinn (Deed Book 396, Page 40 and Plat Book 35, Page 88); thence with Guinn and then David and Donna Mahaney (Deed Book 891, Page 667 and Plat Book 35, Page 108), N 83 degrees 18 minutes 23 seconds W, 298.84 feet to a point; thence S 9 degrees 5 minutes 5 seconds W, 57.59 feet to a point; thence S 47 degrees 3 minutes 27 seconds E, 259.06 feet to a point; thence S 36 degrees 23 minutes 53 seconds E, 218.57 feet to a point; thence S 41 degrees 50 minutes 57 seconds E, 177.71 feet to a point; thence S 77 degrees 58 minutes 46 seconds E, 14.44 feet to a point; thence N 14 degrees 54 minutes 3 seconds E, 278.34 feet to a point in the east right-of-way of Guinn Court; thence with said right-of-way S 81 degrees 53 minutes 4 seconds E, 12.00 feet to a point; thence N 8 degrees 6 minutes 55 seconds E, 50.00 feet to a point; thence N 81 degrees 53 minutes 5 seconds W, 7.80 feet to a point; thence N 15 degrees 25 minutes 11 seconds E, 406.00 feet to a point; thence N 12 degrees 33 minutes 43 seconds E, 52.82 feet to a point; thence N 8 degrees 6 minutes 53 seconds E, 65.63 feet to a point in the east right-of-way and common to Glendale and Andrea Ford (Deed Book 1,061, Page 37 and Plat Book 35, Page 88); thence leaving said right-of-way and with Ford S 10 degrees 25 minutes 24 seconds E, 63.07 feet to a point; thence S 82 degrees 27 minutes 26 seconds E, 296.17 feet to a point; thence S 7 degrees 32 minutes 30 seconds W, 156.67 feet to a point: thence S 83 degrees 53 minutes 49 seconds E, 135.43 feet to a point common to Jon Thomas (Deed Book 1,040, Page 138 and Plat Book 34, Page 139); thence with Thomas S 6 degrees 31 minutes 39 seconds W, 242.86 feet to a point; thence S 77 degrees 21 minutes 10 seconds E, 181.20 feet to a point; thence N 12 degrees 9 minutes 7 seconds E, 299.85 feet to a point; thence N 22 degrees 46 minutes 51 seconds E, 219.56 feet to a point; thence S 83 degrees 47 minutes 42 seconds E, 198.82 feet to a point common to Troy and Brenda Akin (Deed Book 767, Page 388); thence S 84 degrees 19 minutes 1 seconds E, 199.29 feet to a point common to Phillip Akin, (Deed Book 779, Page 540) and Madison and Colton Shea (Deed Book 1,120, Page 504); thence S 76 degrees 44 minutes 21 seconds E, 203.26 feet to a point in the line of United Calvary Baptist Church, (Deed Book 609, Page 453 and Plat Book 24, Page 18); thence S 7 degrees 7 minutes 45 seconds W, 591.45 feet to a point; thence S 83 degrees 8 minutes 07 seconds E, 250.00 feet to a point on the west side of a drive leading to Texas Gas Company; thence with the west side of said drive N 6 degrees 51 minutes 52 seconds E, 940.89 feet to a point in the south right-of-way of Morgantown Road (US-231) and the south right-of-way of Brookwood Drive; thence with Brookwood Drive South 30 degrees 1 minute 49 seconds E, 79.77 feet to a point; thence S 82 degrees 5 minutes 20 seconds E, 2.11 feet to a point; thence leaving said right-of-way and with the east side of drive leading to Texas Gas Company S 6 degrees 51 minutes 52 seconds W, 941.06 feet to a point; thence with Texas Gas and then the City of Bowling Green (Deed Book 639, Page 453 and Plat Book 26, Page 41) S 83 degrees 8 minutes 8 seconds E, 865.58 feet to a point; thence N 62 degrees 36 minutes 00 seconds E, 608.57 feet to a point in the west right-of-way of Brookwood Drive; thence crossing Brookwood Drive and William H. Natcher Parkway S 62 degrees 18 minutes 19 seconds E, 578.07 feet to a point in the east right-of-way of the Parkway and the existing city limits said point being at centerline station 1,312+50 150 feet right; thence with the existing city limits; thence N 67 degrees 56 minutes 54 seconds E 404.20 feet; N 24 degrees 48 minutes 56 seconds E 292.16 feet; to the south right-of-way of Morgantown Road (US-231); thence leaving William Natcher Parkway right-of-way and with the right-of-way of Morgantown Road (US-231) S 78 degrees 14 minutes E 336.2 feet; thence S 15 degrees 18 minutes 39 seconds W 60.01 feet to a point common with Allen and Tarter (Deed Book 617, Page 7); thence with said right-of-way and Tarter property line S 76 degrees 7 minutes 54 seconds E 201.45 feet; thence leaving said right-of-way S 8 degrees 25 minutes 45 seconds W 139.48 feet to a point common to Allen, Tarter, and Church (Deed Book 693, Page 180); thence Allen and Church line S 77 degrees 52minutes 6 seconds E 145.67 feet to a point common to Allen, Church, and Stonehenge Corporation; thence N 3 degrees 16 minutes 57 seconds E 202.54 feet to a point in the south right-of-way of Morgantown Road (US 231); thence with said right-of-way S 77 degrees 39 minutes 31 seconds E 126.02 feet; thence 89 degrees 33 minutes 31 seconds E 135.59 feet; thence S 77 degrees 39 minutes 31 seconds E 12.95 feet to a point; thence S 77 degrees 39 minutes 31 seconds E, 248.76 feet to a point in the south right-of- way of US 231 (Morgantown Road); thence crossing said road N 14 degrees 44 minutes 11 seconds E, 113.28 feet to a point in the north right-of-way and common to the Islamic Center of Bowling Green (Deed Book 859, Page 735 and Plat Book 29, Page 162) and Sevenplus, LLC (Deed Book 1,151, Page 768 and Plat Book 39, Page 111); thence leaving the right-of-way N 14 degrees 44 minutes 11 seconds E, 416.72 feet to a point common to Vision Engineering LLC (Deed Book 1,086, Page 378 and Plat Book 38, Page 461); thence S 75 degrees 17 minutes 02 seconds E, 903.57 feet to a point in the west right-of-way of Walnut Creek Drive; thence with a curve to left having a radius of 305.00 feet, an arc length of 83.04 feet, and a chord bearing of S 22 degrees 27 minutes 36 seconds E, 82.79 feet to a point; thence S 30 degrees 15 minutes 35 seconds E, 209.89 feet to a point; thence with a curve to the right having a radius of 275.00 feet, an arc length of 35.37 feet, and a chord bearing of S 26 degrees 34 minutes 30 seconds E, 35.35 feet to a point in said right-of-way and common to Morgantown Bank & Trust (Deed Book 993, Page 235 and Plat Book 39, Page 111); thence leaving said right-of-way N 75 degrees 17 minutes 02 seconds W, 190.25 feet to a point; thence S 14 degrees 42 minutes 58 seconds W, 189.00 feet to a point in the north right-of-way of US 231 (Morgantown Road); thence crossing said road S 14 degrees 42 minutes 58 seconds W, 100.00 feet to a point in the south right-of-way; thence S 80 degrees 34 minutes 00 seconds East 241.68 feet; thence N 9 degrees 26 minutes 00 seconds East 15 feet; thence 80 degrees 34 minutes 00 seconds E 56.5 feet; thence S 6 degrees 42 minutes 00 seconds W 1,257.4 feet to a post; thence S 11 degrees 63 minutes 00 seconds W 74.0 feet to a twenty-four-inch cedar; thence with the line of Park Hills Subdivision Section IV, Phase II (Plat Book 36, Page 50) S 25 degrees 19 minutes 42 seconds W, 110.84 feet to a point; thence S 17 degrees 21 minutes 18 seconds W, 408.49 feet to a point; thence S 38 degrees 51 minutes 00 seconds E, 53.04 feet to a point; thence S 38 degrees 27 minutes 57 seconds E, 186.62 feet to a point; thence S 18 degrees 21 minutes 39 seconds E, 132.11 feet to a point common with Park Hills Subdivision Section III, Phase I (Plat Book 33, Page 139); thence with the line of Section III S 18 degrees 32 minutes 30 seconds E, 16.98 feet to a point; thence S 16 degrees 14 minutes 39 seconds E, 313.60 feet to a point; thence S 30 degrees 13 minutes 38 seconds E, 146.44 feet to a point; thence S 21 degrees 30 minutes 38 seconds E, 23.55 feet to a point common with Park Hills Subdivision Section II, Phase I (Plat Book 32, Page 161); thence with the line of Section II S 21 degrees 30 minutes 38 seconds E, 179.36 feet to a point; thence S 09 degrees 06 minutes 38 seconds E, 90.40 feet to a point; thence S 11 degrees 43 minutes 38 seconds E, 42.90 feet to a point; thence S 26 degrees 3 minutes 38 seconds E, 226.29 feet to a point; thence S 23 degrees 50 minutes 38 seconds E, 112.49 feet to a point common with the City of Bowling Green property (Preston Miller Park) (Deed Book 779, Page 765; Deed Book 770, Page 804) (Plat Book 32, Page 97) and Jerry Kimble (Deed Book 826, Page 31); thence with the line of the Preston Miller Park N 32 degrees 36 minutes 20 seconds E, 564.99 feet to a point: thence N 41 degrees 55 minutes 26 seconds W 67.68 feet to a point; thence N 23 degrees 40 minutes 41 seconds W 36.43 feet to a point; thence N 35 degrees 59 minutes 13 seconds W 167.79 feet to a point; thence N 50 degrees 29 minutes 47 seconds W 238.53 feet to a point; thence N 46 degrees 52 minutes 33 seconds W 78.34 feet to a point; thence N 31 degrees 44 minutes 20 seconds W 271.22 feet to a 22 minutes Cedar; thence N 00 degrees 42 minutes 6 seconds E 96.39 feet to a point; thence N 16 degrees 39 minutes 29 seconds E 124.24 feet to a point; thence N 50 degrees 25 minutes 30 seconds E 106.54 feet to a point; thence N 25 degrees 54 minutes 02 seconds E 106.80 feet to a point; thence N 23 degrees 36 minutes 26 seconds E 128.27 feet to a point; thence N 30 degrees 22 minutes 40 seconds E 69.41 feet to a corner post; thence S 58 degrees 56 minutes 55 seconds E 21.90 feet to a point; thence N 24 degrees 51 minutes 15 seconds E, 16.92 feet to a point common with Edward and Geri Whaley and J. Wayne Redden. Thence with the Redden line S 71 degrees 46 minutes 41 seconds E, 1,407.66 feet to a stone and corner post common with J. Wayne Redden and the property owned by the Henry English Estate (Deed Book 203, Page 464) and Dennis and Lori Causey (Deed Book 860, Page 386) and The Evans Property Company, LLC (Deed Book 875, Page 16); thence with Causey N 09 degrees 31 minutes 32 seconds E, 1,535.10 feet to a point in the south right-of-way of US 231 (Morgantown Road) and the Causey property; thence with the south right-of-way N 77 degrees 08 minutes 42 seconds W, 152.28 feet to a point; thence crossing U.S. 231 N 5 degrees 53 minutes 53 seconds E, 138.81 feet to a point in the north right-of-way; thence with said right-of-way S 89 degrees 21 minutes 40 seconds E, 123.77 feet to a point in the west right-of-way of Veterans Memorial Lane; thence with said right-of-way N 12 degrees 08 minutes 50 seconds E, 183.27 feet to a point; thence N 07 degrees 47 minutes 07 seconds E, 92.56 feet to a point; thence crossing Veterans Memorial Lane S 75 degrees 28 minutes 10 seconds E, 210.47 feet to a point in the east right-of-way; thence with said right-of-way S 05 degrees 17 minutes 38 seconds E, 206.69 feet to a point; thence S 36 degrees 52 minutes 37 seconds E, 35.63 feet to a point in the north right-of-way of U.S. 231; thence with said right-of-way N 88 degrees 15 minutes 14 seconds E, 98.78 feet to a point; thence N 00 degrees 42 minutes 45 seconds E, 15 feet to a point; thence S 89 degrees 43 minutes 11 seconds E, 118.65 feet to a point; thence S 00 degrees 00 minutes 00 seconds E, 5 feet to a point; thence S 89 degrees 43 minutes 11 seconds E, 276.96 feet to a point; thence S 87 degrees 59 minutes 29 seconds E, 123.99 feet to a point; thence S 83 degrees 38 minutes 19 seconds E, 118.92 feet to a point in the north right-of-way of U.S. 231 North (Morgantown Road) said point common to Manning (Deed Book 824, Page 414) and Moore (Deed Book 1,055, Page 530); thence leaving said right-of-way N 03 degrees 45 minutes 59 seconds E, 420.74 feet to a point common to Nelda Kitchens (Deed Book 323, Page 577); thence with Kitchens line N 86 degrees 10 minutes 43 seconds E, 318.15 feet to a point; thence S 04 degrees 33 minutes 43 seconds E, 416.45 feet to a point in the north right-of-way of US 231 North (Morgantown Road); thence with said right-of-way N 82 degrees 39 minutes 38 seconds E, 388.27 feet to a point; thence N 82 degrees 38 minutes 45 seconds E, 103.58 feet to a point said point common to Lot# 1 (Plat Book 43, Page 6); thence leaving said right-of-way N 16 degrees 03 minutes 56 seconds W, 671.03 feet to a point common Lot# 2 and ResCare Inc. (Deed Book 825, Page 624); thence N 67 degrees 03 minutes 37 seconds E, 406.66 feet to a point; thence S 11 degrees 49 minutes 29 seconds E, 494.27 feet to a point; thence N 84 degrees 54 minutes 48 seconds E, 57.99 feet to a point common to Eddie and Mary Edwards (Deed Book 468, Page 119); thence S 12 degrees 26 minutes 39 seconds E, 280.10 feet to a point in the north right-of-way of US 231 North (Morgantown Road); thence with said right-of-way; thence N 82 degrees 51 minutes 21 seconds E, 143.35 feet to a point common with US 231 North right-of-way and property corner of the Lampkin Park; thence with the westerly side of Lampkin Park N 51 degrees 30 minutes W 239 feet to a stake; thence S 85 degrees 15 minutes W 31 feet to a stake; thence N 17 degrees 15 minutes W 1,116 feet to a stake; thence S 64 degrees 45 minutes 587 feet to a stake; thence N 12 degrees W 116 feet to a stake; thence N 61 degrees 30 minutes W 25 feet to the center of Lost River; thence the center of Lost River N 29 degrees 45 minutes E 180 feet; thence N 29 degrees 45 minutes W 172 feet; thence leaving Lost River N 59 degrees 0 minutes E 157 feet to a stake; thence N 84 degrees 0 minutes E 492 feet to a stake; thence N 52 degrees 45 minutes W 125 feet to a stake; thence N 5 degrees 0 minutes W 575 feet more or less to center of Glen Lily Road; thence with center of Glen Lily Road N 87 degrees 0 minutes E 120 feet; thence N 74 degrees 30 minutes E 125 feet; thence N 74 degrees 30 minutes E 125 feet; thence N 68 degrees 0 minutes E 270 feet; thence N 63 degrees E 250 feet; thence N 59 degrees 10 minutes E 215 feet; thence N 65 degrees 30 minutes E 125 feet; thence N 81 degrees 30 minutes E 150 feet; thence S 80 degrees 0 minutes E 130 feet more or less; thence leaving said Glen Lily Road N 14 degrees 25 minutes W 685 feet more or less to corner of Ed Brown property; thence with said Brown property N 66 degrees 0 minutes E 570 feet; thence N 28 degrees 10 minutes W 337 feet; thence N 76 degrees 15 minutes E 710 feet; thence northwest 240 feet more or less; thence in a northeasterly direction 250 feet more or less to a point; thence northeast 650 feet to a point; thence northeast 1,400 feet with the rear lot lines of the property facing on the west side of Crewdson Lane to the centerline of the Barren River Road; thence with the center of Barren River Road southeast 250 feet more or less to a point; thence leaving the Barren River Road and with the east property line of Maude Miller northeast 450 feet more or less to a point; thence northwest 250 feet more or less; thence northeast 300 feet more or less; thence northwest 220 feet more or less; thence northeast 100 feet more or less to a point; thence N 57 degrees 15 minutes W 400 feet more or less; thence with the Hobson Grove southern property line S 69 degrees 15 minutes W 177 feet; thence S 33 degrees 59 minutes W 456.54 feet; thence S 34 degrees 49 minutes W 289.47 feet; thence N 55 degrees 27 minutes W 582 feet; thence N 28 degrees 57 minutes E 205.52 feet; thence N 24 degrees 23 minutes E 55.25 feet; thence N 17 degrees E 189.72 feet; thence N 86 degrees 90 minutes W 341 feet; thence with the Hobson Grove property N 61 degrees 30 minutes W 225 feet more or less to the centerline of Jennings Creek; thence with centerline of Jennings Creek N 39 degrees 30 minutes E 216 feet; thence N 33 degrees 25 minutes E 200 feet; thence N 35 degrees 23 minutes E 234.2 feet; thence N 31 degrees 1 minute E 183.1 feet; thence N 11 degrees 51 minutes E 86.8 feet; thence N 5 degrees 31 minutes 71.5 feet; thence N 22 degrees 34 minutes W 120.7 feet; thence N 40 degrees 39 minutes W 80.2 feet; thence N 46 degrees 35 minutes W 95.2 feet; thence N 64 degrees 21 minutes W 95.7 feet; thence S 86 degrees 23 minutes W 117.1 feet; thence S 71 degrees 41 minutes W 142.6 feet; thence S 66 degrees 56 minutes W 172.8 feet; thence S 65 degrees 44 minutes 159.2 feet; thence S 76 degrees 43 minutes W 232.8 feet; thence N 63 degrees 55 minutes W 71.7 feet; thence N 20 degrees 52 minutes W 80 feet; thence N 40 degrees 4 minutes W 109 feet; thence N 10 degrees 2 minutes E 181 feet; thence N 11 degrees 41 minutes E 184 feet; thence 24 degrees 31 minutes E 146.11 feet; thence N 39 degrees 5 minutes E 202.8 feet; thence N 43 degrees 38 minutes E 230.0 feet; thence N 45 degrees 7 minutes E 160.2 feet; thence N 50 degrees 37 minutes E 187.6 feet; thence N 41 degrees 16 minutes E 164.4 feet; thence N 37 degrees 38 minutes E 129.2 feet; thence N 12 degrees 18 minutes E 156 feet; thence N 32 degrees 22 minutes E 58.8 feet to the edge of the south bank of the Barren River; thence with the south bank of the Barren River in a northeasterly direction to a point being on the north bank of said river and common to VFW (Deed Book 343, Page 579) and Loyal Order of the Moose 356 (Deed Book 472, Page 632); thence leaving the river N 59 degrees 6 minutes 46 seconds E, 422.00 feet to a point; thence S 75 degrees 53 minutes 14 seconds E, 377.47 feet to the east right-of-way of New Richardsville Road; thence northeast to south right-of-way of Garvin Lane approximately 635 feet more or less to a point common to Shelia Laurence (Deed Book 616, Page 176) and The Bowling Green Country Club (Deed Book 341, Page 168); thence with Garvin Lane South 87 degrees 21 minutes 32 seconds East 1,574.28 feet to a point common to The Bowling Green Country Club and David Sims (Deed Book 441, Page 824); thence with the south right-of-way of Garvin Lane N 66 degrees 0 minutes 19 seconds E, 25.56 feet to a point; thence N 55 degrees 22 minutes 44 seconds E, 25.00 feet to a point; thence N 45 degrees 55 degrees 44 minutes E, 25.00 feet to a point; thence N 42 degrees 31 minutes 44 seconds E, 111.59 feet to a point in the south right-of-way of Garvin Lane and being a common corner with Sims and David Garvin (Deed Book 806, Page 441); thence leaving said right-of-way and with Garvin line S 59 degrees 2 minutes 16 seconds E, 188.40 feet to a point; thence S 24 degrees 44 minutes 44 seconds W, 149.89 feet to a point in the Bowling Green Country Club line and the existing city limits; thence with Yellow Field Inc. (Deed Book 439, Page 713) S 65 degrees 15 minutes 16 seconds E, 1,563.14 feet to a point common to David Garvin (Deed Book 615, Page 474); thence with Garvin S 49 degrees 16 minutes 6 seconds E 213.50 feet to a point in another Garvin line (Deed Book 471, Page 577) S 30 degrees 34 minutes 33 seconds W 1,785.43 feet to a point in the north right-of-way of Fort Webb Drive and a corner common to Beech Bend Farms LLC (Deed Book 1,121, Page 816) thence with said right-of-way S 53 degrees 28 minutes 35 seconds E, 223.40 feet to a point; thence S 43 degrees 13 minutes 11 seconds E, 90.75 feet to a point; thence S 30 degrees 1 minute 0 seconds E, 62.43 feet to a point; thence S 14 degrees 10 minutes 35 seconds E, 44.73 feet to a point; thence S 3 degrees 3 minutes 25 seconds E, 53.32 feet to a point; thence S 3 degrees 47 minutes 51 seconds W, 94.94 feet to a point; thence S 6 degrees 41 minutes 6 seconds W, 109.88 feet to a point; thence S 3 degrees 50 minutes 13 seconds E, 45.17 feet to a point; thence S 21 degrees 45 minutes 45 seconds E, 52.06 feet to a point; thence S 32 degrees 47 minutes 54 seconds E, 131.12 feet to a point; thence S 36 degrees 10 minutes 59 seconds E, 379.03 feet to a point in the north right-of-way of Beech Bend Road (50 feet); thence with said right-of-way S 51 degrees 14 minutes 7 seconds W, 50.05 feet to a point in said right-of-way and the west right-of-way of Fort Webb Drive (50 feet); thence with said right-of-way N 36 degrees 10 minutes 59 seconds W, 382.76 feet to a point; thence N 21 degrees 45 minutes 45 seconds W, 22.02 feet to a point; thence N 3 degrees 50 minutes 13 seconds W, 57.66 feet to a point; thence N 6 degrees 41 minutes 6 seconds E, 113.22 feet to a point; thence N 3 degrees 47 minutes 51 seconds E, 90.69 feet to a point; thence N 3 degrees 3 minutes 25 seconds W, 45.46 feet to a point; thence N 14 degrees 10 minutes 35 seconds W, 32.91 feet to a point; thence N 30 degrees 1 minute 0 seconds W, 49.69 feet to a point; thence N 43 degrees 13 minutes 11 seconds W, 25.84 feet to a point in said right-of-way and common to Fort Webb Park (Deed Book 409, Page 166) and The Housing Authority of Bowling Green (Deed Book 873, Page 363); thence with the line of Fort Webb Park S 7 degrees 5 minutes 59 seconds W, 129.45 feet to a point; thence S 65 degrees 11 minutes 59 seconds W, 135.50 feet to a point; thence S 47 degrees 11 minutes 59 seconds W, 87.00 feet to a point; thence N 43 degrees 52 minutes 1 second W, 186.59 feet to a point; thence N 15 degrees 44 minutes 59 seconds E, 49.00 feet to a point; thence N 64 degrees 26 minutes 59 seconds E, 137.00 feet to a point; thence N 60 degrees 20 minutes 59 seconds E, 140.85 feet to a point in the west right-of-way of Fort Webb Drive (50 feet); thence with said right-of-way N 53 degrees 28 minutes 35 seconds W, 180.09 feet to a point in the existing city limits at the end of Fort Webb Drive; thence leaving said right-of-way S 45 degrees 6 minutes 12 seconds W 130.51 to a point, thence with a curve (55 foot radius, delta angle 95 degrees 4 minutes 35 seconds, 81.15 foot chord length, chord bearing S 2 degrees 26 minutes 26 seconds E 91.27 feet to a point common to Thomas and Cynthia Donnelly and William Thomas and Angela Kuprion property; thence S 49 degrees 58 minutes 51 seconds E 216.01 to a point on the right-of-way of Beech Bend Road; thence with said right-of-way S 40 degrees 53 minutes 23 seconds W 9.18 feet to a point; thence S 39 degrees 30 minutes 26 seconds W 175.34 feet to a point; thence S 39 degrees 1 minute 10 seconds W 92.54 feet to a point; thence S 36 degrees 9 minutes 30 seconds W 43.24 feet to Thomas and Cynthia Donnelly and AGRP of Kentucky, LLC. (Deed Book 833, Page 504); thence leaving said right-of-way and said property lines N 59 degrees 24 minutes 29 seconds W 327.49 feet to a point common to Thomas and Cynthia Donnelly and AGRP of Kentucky, LLC (Deed Book 833, Page 504); thence S 16 degrees 4 minutes 32 seconds W 481.14 feet to a point on the north right-of-way of Double Springs Road; thence with said north right-of-way in a northeasterly direction to the centerline of the Beech Bend Road; thence with the centerline of the Beech Bend Road S 3 degrees 30 minutes E 855 feet; thence S 13 degrees E 594 feet to a point; thence leaving the centerline of the Beech Bend Road in a northeasterly direction to the bank of the Barren River; thence in an easterly direction approximately 300 feet across Barren River to a point on the east bank and at the low-water mark of said river; thence following the low-water line of the east bank and the meanders of said river in a northeasterly direction approximately 13,860 feet to the point of intersection of the low-water lines of the east bank of Barren River and the south bank of Wilkerson Creek; thence with the meanders of said creek S 68 degrees 43 minutes 25 seconds E 432.54 feet; S 56 degrees 21 minutes 46 seconds E 213.65 feet; N 52 degrees 40 minutes 27 seconds E 218.47 feet to a stone, a corner common to the Bowling Green-Warren County Industrial Foundation, Inc. and the Perkin’s lands; thence with the Perkin’s line S 48 degrees 41 minutes E 233.33 feet; thence N 49 degrees 15 minutes E 60 feet across Commerce Avenue to a point in its northwest right-of-way; thence S 40 degrees 45 minutes E approximately 3,000 feet with said right-of-way being common with existing Plum Springs Corporate limits to a point in the north right-of-way intersection of Commerce Avenue and Old U.S. 31-W; thence in a northeasterly direction along the north right-of-way of Old U.S. 31-W approximately 3,060 feet to a point in the right-of-way line of U.S. 31-W; said point also being in the existing City limits of Plum Springs said point is also in the west right-of-way of U.S. 31-W (Louisville Road); thence with said right-of-way N 59 degrees 2 minutes 17 seconds E, 775.74 feet to a point; thence S 36 degrees 31 minutes 44 seconds E, 15.08 feet to a point; thence N 59 degrees 0 minutes 9 seconds E, 872.91 feet to a point in said right-of-way and corner to Barry Young (Deed Book 995, Page 577); thence continuing with said right-of-way N 59 degrees 4 minutes 40 seconds E, 499.22 to a point another corner to Young; thence N 59 degrees 13 minutes 54 seconds E, 55.88 feet to a point; thence S 30 degrees 57 minutes 43 seconds E, 15 feet to a point; thence N 59 degrees 2 minutes 17 seconds E, 116 feet to a point; thence N 30 degrees 57 minutes 43 seconds W, 10 feet to a point; thence N 59 degrees 2 minutes 12 seconds E, 357.16 feet to a point; thence N 57 degrees 2 minutes 17 seconds E, 272.03 feet to a point in the west right-of-way of Moorman Lane; thence crossing Moorman Lane N 56 degrees 55 minutes 1 second E, 552.87 feet to a point in the west right-of-way of U.S. 31-W; thence crossing U.S. 31-W S 33 degrees 2 minutes 50 seconds E, 131.92 feet to a point in the east right-of-way; thence leaving said right-of-way S 45 degrees 0 minutes E 100.00 feet; thence S 50 degrees 32 minutes W 120.00 feet to the east right-of-way of Bristow Road; with east right-of-way of Bristow Road and Rector’s line S 50 degrees 1 minute 1 second E, 84.47 feet to iron pin being a corner of Rector and point in Walter’s line (Deed Book 412, Page 515); thence with said right-of-way and Walter’s line S 42 degrees 32 minutes 26 seconds W 9.99 feet to a point; thence S 49 degrees 57 minutes 25 seconds E 105.5 feet to a point; thence N 41 degrees 15 minutes 26 seconds E 10.10 feet to a point, said point being a corner to Rector; thence with Rector’s line and said right-of-way S 50 degrees 1 minute 1 second E 12.30 feet to a point; thence S 51 degrees 5 minutes 29 seconds E 283.87 feet to a point; thence leaving said right-of-way and crossing Rector’s property N 38 degrees 54 minutes 31 seconds E 162.80 feet to a point; thence N 39 degrees 08 minutes 41 seconds E, 286.99 feet to a point in the line of Rector and Northbrook Park, Inc. (Deed Book 412, Page 64); thence with said line S 39 degrees 00 minutes 01 second E, 454.99 feet to a point; thence N 50 degrees 46 minutes 59 seconds E 417.54 feet to a point; thence S 39 degrees 12 minutes 01 second E 459.71 feet to a point in line of First Citizens Bank of Hardin County (Deed Book 634, Page 760); thence with line of First Citizens Bank of Hardin County and Northbrook Park, Inc. N 41 degrees 49 minutes 19 seconds E 1,096.44 feet to a point common with Hale (Deed Book 294, Page 410), The Sim-More Corporation (Deed Book 411, Page 254) and First Citizens Bank of Hardin County, thence with line of The Sim-More Corporation and First Citizens Band of Hardin County S 38 degrees 58 minutes 21 seconds E 606.63 feet to a point; thence leaving said line and crossing property of The Sim-More Corporation N 70 degrees 03 minutes 39 seconds E 1,999.02 feet to a point in the line of The Sim-More Corporation and A.S.A.H.K.R., Inc. (Deed Book 529, Page 386); thence with said line N 40 degrees 08 degrees 21 minutes W 1,184.14 feet to a point being a common corner with The Sim-More Corporation, A.S.A.H.K.R., Inc. and Grant (Deed Book 287, Page 295); thence with line of A.S.A.H.K.R., Inc. and Grant, thence N 67 degrees 34 minutes 39 seconds E 2,280.1 feet to a post in west right-of-way of Kelly Road; thence leaving said line and crossing Kelly Road N 37 degrees 35 minutes 10 seconds W 62.4 feet to a point in the east right-of-way of Kelly Road and being a corner to Hanson (Deed Book 502, Page 617) and Duvall Industries (Plat Book 21, Page 168); thence with line of Hanson and Duvall Industries N 65 degrees 20 minutes 50 seconds E 1,283.27 feet to a point, said point being a corner to Hanson, Scotty’s Development Co. (Deed Book 679, Page 412), and Resch (Deed Book 588, Page 284); thence with line of Scotty’s Development Company and Resch N 38 degrees 47 minutes 18 seconds W 2,554.43 feet to a point in the south right-of-way of US Highway 31-W/US Highway 68, said point being common to Scotty’s Development Co. and Douglas (Deed Book 599, Page 335); thence crossing the right-of-way of US 231 N 48 degrees 52 minutes W 140 feet more or less to the southern corner of the Kirkin property, the north right-of-way of Kentucky Highway 526, and the north right-of-way of US. Highway 31-W; thence with right-of-way of Kentucky Highway 526 N 48 degrees 52 minutes W 200.26 feet to a point; thence N 52 degrees 49 minutes E 214.62 feet to a point; thence S 52 degrees 24 minutes E 203.93 feet to a point in right-of-way of US Highway 31-W; thence with said right-of-way of US Highway 31-W along an arc (length equals 166.48 feet, delta equals 0 degrees 50 minutes radius equals 11,389.16 feet) to a point, crossing the centerline of US Highway 31-W S 28 degrees 52 minutes 140 feet more or less to the south right-of-way of US Highway 31-W; thence with said right-of-way and Scotty’s Development Company

N 54 degrees 27 minutes 53 seconds E 229.15 feet to a point; thence,

N 55 degrees 54 minutes 29 seconds E 304.35 feet to a point; thence,

N 34 degrees 05 minutes 06 seconds W 10.0 feet to a point; thence,

N 55 degrees 53 minutes 31 seconds E 111.02 feet to a point; thence,

S 34 degrees 14 minutes 50 seconds E 10.08 feet to a point; thence,

N 55 degrees 58 minutes 26 seconds E 39.03 feet to a point; thence

N 53 degrees 55 minutes 30 seconds E 806.03 feet to a point; thence,

N 51 degrees 52 minutes 26 seconds E 287.92 feet to a point; thence,

S 38 degrees 59 minutes 34 seconds E 12.01 feet to a point; thence,

N 51 degrees 52 minutes 26 seconds E 17.00 feet to a point; thence,

S 38 degrees 59 minutes 34 seconds E 3.00 feet to a point; thence,

N 51 degrees 54 minutes 40 seconds E 1170.01 feet to a point; thence,

S 38 degrees 14 minutes 28 seconds E 8.10 feet to a point; thence,

N 52 degrees 24 minutes 4 seconds E, 163.04 feet to a point; thence crossing US Highway 68 N 58 degrees 20 minutes 41 seconds E, 249.44 feet to a point in the east right-of-way of US Highway 31-W and the north right-of-way of US Highway 68; thence with a curve in the said right-of-way having a radius of 120.00 feet, a delta angle of 97 degrees 55 minutes 3 seconds, a chord bearing of S 4 degrees 57 minutes 31 seconds W, 181.02 feet; thence continuing with said right-of-way S 40 degrees 0 minutes 29 seconds E, 261.10 feet to a point; thence S 41 degrees 10 minutes 22 seconds E, 179.94 feet to a point; thence S 46 degrees 18 minutes 27 seconds E, 188.92 feet to a point; thence S 47 degrees 21 minutes 1 second E, 455.83 feet to a point in the east right-of-way of US Highway 68/Kentucky Highway 80 and a corner to Jared Madison (Deed Book 733, Page 270) and Bowling Green Area Economic Development Authority property (Deed Book 823, Page 792); thence with the line of Madison N 42 degrees 39 minutes 58 seconds E, 170.32 feet to a point; thence with Madison rear line N 46 degrees 57 minutes 11 seconds W, 199.81 feet to a point; thence with the rear line of Icy Dean Clubb (Deed Book 519, Page 762) and then James and Denise Clubb (Deed Book 519, Page 760) N 46 degrees 04 minutes 47 seconds W, 389.97 feet to a point; thence N 44 degrees 45 minutes 30 seconds E, 229.10 feet to a point; thence N 42 degrees 32 minutes 32 seconds W, 81.89 feet to point; thence with the line of James and Carolyn Miller (Deed Book 422, Page 381) N 40 degrees 26 minutes 49 seconds W, 147.53 feet to a point; thence with the line of Dixieland Subdivision (Plat Book 2, Page 174) for three calls, N 58 degrees 09 minutes 19 seconds E, 705.51 feet, thence N 56 degrees 23 minutes 38 seconds E, 386.92 feet; thence N 33 degrees 43 minutes 54 seconds W, 346.44 feet to a point in the south right-of-way of US Highway 31-W; thence with said right-of-way N 55 degrees 44 minutes 16 seconds E, 40.00 feet to a point in the line of South Central Kentucky Development Authority (Deed Book 850, Page 110); thence continuing with said right-of-way N 56 degrees 18 minutes 01 second E, 177.62 feet to a point; thence N 33 degrees 39 minutes 08 seconds W, 49.80 feet to a point; thence N 56 degrees 12 minutes 37 seconds E, 506.62 feet to a point in the line of South Central Kentucky Development Authority (Deed Book 832, Page 488 and Plat Book 30, Page 19); thence with said right-of-way N 56 degrees 24 minutes 7 seconds E, 817.14 feet to a point; thence N 56 degrees 41 minutes 38 seconds E, 135.81 feet to a point; thence with said right-of-way N 56 degrees 37 minutes 58 seconds E, 546.93 feet to a point; thence continuing with the right-of-way in a northeast direction 1,437.63 feet to a point in the G.D. and Nancy Grimes property (Deed Book 648, Page 614 and Minor Plat Book 16, Page 63); thence with the Grimes line in a southeast direction 1,047.43 feet to a point common with David and Shirley Herrington (Deed Book 619, Page 521) and Clyde Spinks (Deed Book 470, Page 339) and in the west right-of-way of U.S. Highway 31-W connector; thence with said right-of-way N 20 degrees 28 minutes 41 seconds W, 481.82 feet to a point; thence N 19 degrees 4 minutes 11 seconds W, 480.70 feet to a point; thence N 22 degrees 10 minutes 37 seconds W, 517.49 feet to a point in the south right-of-way of U.S. 31-W (Louisville Road); thence crossing U.S. 31-W Connector N 57 degrees 07 minutes 22 seconds E, 296.06 feet to a point in said right-of-way and the east right-of-way of the U.S. 31-W Connector; thence with said right-of-way S 29 degrees 44 minutes 17 seconds E, 559.91 feet to a point; thence S 18 degrees 54 minutes 24 seconds E, 1,033.79 feet to a point in the east right-of-way and the west right-of-way of Mizpah Road; thence with said right-of-way N 28 degrees 00 minutes 14 seconds E, 126.81 feet to a point; thence N 34 degrees 29 minutes 51 seconds E, 53.85 feet to a point; thence N 12 degrees 50 minutes 02 seconds E, 77.43 feet to a point in said right-of-way; thence crossing Mizpah Road S 72 degrees 39 minutes 46 seconds E, 50.50 feet to a point in the east right-of-way and a corner to Gary Counts (Deed Book 732, Page 790); thence with said line S 72 degrees 39 minutes 46 seconds E, 301.59 feet to a point; thence S 72 degrees 39 minutes 46 seconds E, 1,639.89 feet to a point common to Wendell Strode (Deed Book 729, Page 691); thence N 39 degrees 13 minutes 38 seconds E, 414.30 feet to a point; thence S 49 degrees 49 minutes 33 seconds E, 618.09 feet to a point common to James and Gary Spinks (Deed Book 728, Page 832) and the Inter-Modal Transportation Authority (Deed Book 1,197, Page 668); thence S 49 degrees 49 minutes 48 seconds E, 1,767.94 feet to a point; thence S 49 degrees 43 minutes 15 seconds E, 1,186.18 feet to a point common to Spinks (Deed Book 973, Page 13); thence with Spinks N 48 degrees 11 minutes 46 seconds E, 536.42 feet to a point common to Inter-Modal Transportation Authority (Deed Book 1,246, Page 786); thence N 47 degrees 57 minutes 22 seconds E, 920.34 feet to a point; thence N 43 degrees 8 minutes 2 seconds W, 541.16 feet to a point common with Spinks (Deed Book 978, Page 13) thence with Spinks N 28 degrees 46 minutes 5 seconds E, 3,034.36 feet to a point in the west right-of-way of Freeport Road; thence with said right-of-way N 60 degrees 40 minutes 43 seconds W, 557.44 feet to a point; thence N 61 degrees 26 minutes 16 seconds W, 443.70 feet to a point; thence N 60 degrees 54 minutes 15 seconds W, 415.14 feet to a point; thence N 61 degrees 10 minutes 55 seconds W, 1,549.89 feet to a point; thence with a curve to the right having a radius of 225.00 feet, an arc length 118.05 feet, a chord bearing of N 46 degrees 9 minutes 6 seconds W, and a chord distance of 116.70 feet to a point; thence N 31 degrees 7 minutes 16 seconds W, 407.53 feet to a point; thence N 31 degrees 56 minutes 44 seconds W, 610.72 feet to a point; thence N 31 degrees 51 minutes 12 seconds W, 520.23 feet to a point in the west right-of-way of Freeport Road and the south right-of-way of U.S. 31-W (Louisville Road); thence with said right-of-way N 58 degrees 56 minutes 50 seconds E, 50.78 feet to a point in south right-of-way of U.S. 31-W (Louisville Road) and the east right-of-way of Freeport Road; thence with said right-of-way S 31 degrees 51 minutes 12 seconds E, 520.94 feet to a point; thence S 31 degrees 56 minutes 44 seconds E, 611.04 feet to a point; thence S 31 degrees 7 minutes 16 seconds E, 407.89 feet to a point; thence with a curve to the left having a radius of 175.00 feet, an arc length of 91.82 feet, a chord bearing of S 46 degrees 9 minutes 6 seconds E, and a chord distance of 90.77 feet to a point; thence S 61 degrees 10 minutes 55 seconds E, 1,550.02 feet to a point; thence S 60 degrees 54 minutes 15 seconds E, 415.03 feet to a point; thence S 61 degrees 26 minutes 16 seconds E, 443.80 feet to a point; thence S 60 degrees 40 minutes 43 seconds E, 557.77 feet to a point; thence S 58 degrees 47 minutes 11 seconds E, 149.96 feet to a point; thence S 58 degrees 48 minutes 45 seconds E, 149.98 feet to a point; thence S 58 degrees 35 minutes 51 seconds E, 674.44 feet to a point; thence S 58 degrees 42 minutes 16 seconds E, 165.78 feet to a point; thence S 58 degrees 44 minutes 58 seconds E, 939.08 feet to a point; thence S 58 degrees 3 minutes 49 seconds E, 79.14 feet to a point; thence S 61 degrees 17 minutes 15 seconds E, 855.28 feet to a point; thence S 61 degrees 16 minutes 56 seconds E, 1661.55 feet to a point; thence with a curve to the left having a radius of 50.00 feet, an arc length of 80.91 feet, a chord bearing of N 72 degrees 21 minutes 36 seconds E, and a chord distance 72.37 feet to a point; thence N 26 degrees 0 minutes 9 seconds E, 241.13 feet to a point; thence with a curve to the right having a radius of 125.00 feet, an arc length of 117.56 feet, a chord bearing of N 52 degrees 56 minutes 42 seconds E, and a chord distance of 113.27 feet to a point; thence N 79 degrees 53 minutes 15 seconds E, 132.72 feet to a point; thence with a curve to the right having a radius of 75.00 feet, an arc length of 38.54 feet, a chord bearing of S 85 degrees 23 minutes 29 seconds E, and a chord distance of 38.12 feet to a point; thence S 70 degrees 40 minutes 12 seconds E, 287.36 feet to a point; thence with a curve to the right having a radius of 125.00 feet, an arc length of 119.35 feet, a chord bearing of S 43 degrees 19 minutes 1 second E, and a chord distance of 114.87 feet to a point; thence S 15 degrees 57 minutes 50 seconds E, 310.65 feet to a point; thence with a curve to the left having a radius of 45.00 feet, an arc length of 72.56 feet, a chord bearing of S 61 degrees 44 minutes 0 seconds E, and a chord distance of 64.95 feet to a point; thence N 72 degrees 4 minutes 23 seconds E, 346.88 feet to a point in the north right-of-way of Freeport Road; thence crossing Freeport Road S 15 degrees 36 minutes 25 seconds E, 50.17 feet to a point in the south right-of-way of Freeport Road; thence leaving the right-of-way S 15 degrees 36 minutes 25 seconds E, 1,701.61 feet to a point in the north right-of-way of CSX Railroad; thence with said right-of-way S 74 degrees 16 minutes 34 seconds W, 2,319.10 feet to a point; thence N 25 degrees 57 minutes 49 seconds E, 26.94 feet to a point; thence S 74 degrees 15 minutes 7 seconds W, 3,069.31 feet to a point in the existing city limits and in the north right-of-way of CSX Railroad; thence with said right-of-way S 74 degrees 17 minutes 24 seconds W, 1,789.77 feet to a point; thence N 15 degrees 45 minutes 23 seconds W, 15.00 feet to a point; thence S 74 degrees 17 minutes 24 seconds W, 286.99 feet to a point; thence S 40 degrees 43 minutes 51 seconds E, 5.52 feet to a point; thence S 74 degrees 17 minutes 24 seconds W, 412.30 feet to a point; thence S 55 degrees 50 minutes 28 seconds W, 31.60 feet to a point; thence S 74 degrees 17 minutes 24 seconds W, 757.97 feet to a point in the intersection of right-of-way of CSX Railroad and Fred Madison Road; thence with the right-of-way of Fred Madison Road with a curve to the right having a radius of 840.00 feet, an arc length of 163.26 feet, a chord bearing of N 51 degrees 19 minutes 45 seconds W, and a chord distance of 163.00 feet to a point; thence N 46 degrees 7 minutes 55 seconds W, 159.24 feet to a point; thence with a curve to the left having a radius of 271.04 feet, an arc length of 206.86 feet, a chord bearing of N 67 degrees 34 minutes 4 seconds W, and a chord distance of 198.16 feet to a point; thence N 89 degrees 1 minute 2 seconds W, 548.14 feet to a point; thence with a curve to the right having a radius of 250.00 feet, an arc length of 157.30 feet, a chord bearing of N 70 degrees 48 minutes 25 seconds W, and a chord distance of 154.72 feet to a point; thence N 53 degrees 55 minutes 14 seconds W, 68.86 feet to a point; thence with a curve to the left having a radius of 384.98 feet, an arc length of 233.49 feet, a chord bearing of North 72 degrees 31 minutes 16 seconds West, and a chord distance 229.92 feet to a point in the existing city limits: thence continuing with the new city limits and the south right-of-way of Advantage Drive with a curve to the right having a radius of 415.00 feet, an arc length of 268.17 feet, a chord bearing of South 62 degrees 41 minutes 15 seconds West, and a chord distance of 263.63 feet to a point; thence South 81 degrees 11 minutes 59 seconds West, 383.52 feet to a point; thence with a curve to the right having a radius of 340.00 feet, an arc length of 178.02 feet, a chord bearing of North 83 degrees 48 minutes 02 seconds West, and a chord distance of 176.00 feet to a point in the south right-of-way of Advantage Drive; thence leaving said right-of-way and crossing US 68/80 (Glasgow Road) South 31 degrees 23 minutes 30 seconds West, 314.39 feet to a point in the south right-of-way of US 68/80 (Glasgow Road) ; thence with said right-of-way North 58 degrees 37 minutes 01 seconds West, 214.35 feet to a point; thence with a curve to the left having a radius of 647.58 feet, an arc length of 162.18 feet, a chord bearing of North 64 degrees 44 minutes 27 seconds West, and a chord distance of 161.76 feet to a point; thence North 75 degrees 26 minutes 26 seconds West, 114.44 feet to a point; thence North 83 degrees 18 minutes 35 seconds West, 283.52 feet to a point; thence North 86 degrees 32 minutes 17 seconds West, 500.89 feet to a point in the south right-of-way of US Highway 68/Kentucky Highway 80 (Glasgow Road) and the west right-of-way of the Sunnyside-Gotts Road; thence with said right-of-way S 1 degree 0 minutes 0 seconds W, 1,333.12 feet to a point in the south right-of-way of the CSX Railroad; thence with the railroad in a southwest direction 1,852 feet +/- to a point in the south right-of-way and in the east right-of-way of the U.S. 31-W Connector and David Herrington (Deed Book 369, Page 137);

thence with said right-of-way S 29 degrees 21 minutes 19 seconds W, 294.28 feet to a point; thence S 30 degrees 11 minutes 59 seconds W, 472.22 feet to a point; thence S 45 degrees 52 minutes 19 seconds W, 264.69 feet to a point; thence S 50 degrees 39 minutes 48 seconds W, 315.25 feet to a point; thence S 19 degrees 11 minutes 26 seconds W, 108.44 feet to a point; thence S 67 degrees 28 minutes 58 seconds W, 223.62 feet to a point; thence S 37 degrees 52 minutes 22 seconds W, 752.49 feet to a point; thence S 41 degrees 59 minutes 17 seconds W, 195.10 feet to a point; thence S 38 degrees 41 minutes 46 seconds W, 97.25 feet to a point in the east right-of-way of the U.S. 31-W Connector; thence S 13 degrees 34 minutes 38 seconds W, 836 feet +/- to a point in the north right-of-way of Kelly Road; thence with said right-of-way 1,406 feet +/- to a point common to Stahl; thence with said right-of-way N 76 degrees 45 minutes W, 859.98 feet +/- to a point; thence N 69 degrees 45 minutes W, 1,377.42 feet +/- to a point; thence in a northwest direction to a point in the south right-of-way of CSX Railroad; thence crossing the railroad in a northwest direction 90 feet +/- to a point in the north right-of-way; thence with said right-of-way S 70 degrees 03 minutes 39 seconds W 7,613.71 feet to a point; thence S 29 degrees 56 minutes 21 seconds E 15 feet to a point; thence S 70 degrees 3 minutes 39 seconds W 1,111.99 feet to a point; thence with an arc (L.C. S 69 degrees 9 minutes 39 seconds W 180.32 feet) radius 5,681.65 feet to a point; thence S 49 degrees 46 minutes 39 seconds W 290.13 feet to a point, said point in east right-of-way of Bristow Road; thence with said right-of-way N 25 degrees 38 minutes 11 seconds W 100.19 feet; thence crossing Bristow Road S 65 degrees 9 minutes 51 seconds W 50.0 feet to a point in west right-of-way of Bristow Road; thence with said right-of-way S degrees 38 minutes 21 seconds E 110.88 feet to a point; thence 38 degrees 33 minutes 21 seconds E 2.90 feet; thence leaving said right-of-way and along south right-of-way of L & N Railroad S 49 degrees 46 minutes 39 seconds W 22.86 feet to a point; thence N 50 degrees 35 minutes 21 seconds W 1.90 feet to a point; thence S 53 degrees 42 minutes 39 seconds W 136.68 feet to a point; thence S 45 degrees 14 minutes 39 seconds W 116.19 feet to a point; thence N 51 degrees 55 minutes 21 seconds W 177.08 feet to a point; thence N 60 degrees 22 minutes 39 seconds E 209.81 feet to a point; thence N right-of-way of Bristow Road-Porter Pike; thence said right-of-way S 55 minutes 39 seconds W 28.47 feet to a point; thence crossing Bristow Road-Porter Pike S 56 degrees 58 minutes 23 seconds W 63.41 feet to a point in west right-of-way of Bristow Road-Porter Pike; thence with said right-of-way S 4 degrees 55 minutes 39 seconds W, 204.30 feet to a point; thence leaving said right-of-way with south right-of-way of L & N Railroad S 58 degrees 56 minutes 39 seconds W 93.09 feet to a point; thence N 27 degrees 25 minutes 21 seconds W 147.32 feet to a point; thence S 56 degrees 14 minutes 39 seconds W 117.75 feet to a point; thence S 49 degrees 47 minutes 39 seconds W 403.24 feet to a point; thence S 57 degrees 3 minutes 39 seconds W 200.00 feet; thence S 32 degrees 56 minutes 21 seconds E 63.00 feet; thence S 57 degrees 3 minutes 39” W 283.46 feet to a point within city limits, said point being common with L & N Railroad and City of Bowling Green, Deed Book 447, Page 449; thence with existing city limits N 54 degrees 22’ 21” W 153.23 feet to a point; thence crossing L & N right-of-way S 32 degrees 54’ 21” E 66.00 feet to a point in north right-of-way of L & N Railroad; thence with said right-of-way S 57 degrees 05’ 39” W 1611.36 feet to a point common with Allen and Potter and Koch, Deed Book 454, Page 258; thence with common line of Allen and Potter and Koch N 42 degrees 30’ 21” W 1220.92 feet to point of beginning. Being excepted from the above-described property are parcels as follows:

Name Deed Book Page

Lindsey 583 742

Hubbard 583 744

Long 443 560

Harrison 290 307

Harrison 660 836

Harrison 504 14

Hendrick 626 426

Lowe 514 471

Grant 642 289

Continuing with each point common with the right-of-way of the L & N Railroad; thence N 65 degrees 50’ 58” E 1,611.359 feet along the L & N right-of-way to a point directly across said right-of-way from the northern-most corner of the former Wheat tract, now Fedder’s Inc., No. 1; thence S 24 degrees 09’ 02” E 66 feet across the said right-of-way to a concrete post which is the said corner; thence continuing with the eastern line of the former Wheat tract, now Fedder’s Inc., S 45 degrees 32’ 12” E 973.332 feet to a concrete post; thence S 67 degrees 41’ 32” E 50 feet across Bristow-Porter Pike Road to a concrete post; thence N 27 degrees 02’ 31” E 89.134 feet to a concrete post; thence S 44 degrees 32’ 10” E 1,682.355 feet to a concrete post; thence S 34 degrees 35’ 56” E 1,134.484 feet to a concrete post in the I-65 west right-of-way approximately at station 791 + 87, said post being the eastern-most corner of the Jackson Tract No. 4; thence continuing with I-65 west, right-of-way in a southerly direction approximately 7,465 feet to a point, said point being a corner to Lot 1 of the Corvette View Subdivision (PB 29 PG 54), in the southern right-of-way of Porter Pike, and being Station 717+22.43 (153.85’ lt.) of the centerline of Interstate 65; thence with the right-of-way of Porter Pike for 9 calls, South 67 degrees 12 minutes 08 seconds East, 314.84’ to a point; thence South 65 degrees 12 minutes 30 seconds East, 60.95’ to a point; thence South 65 degrees 47 minutes 30 seconds East, 497.68’ to a point; thence South 67 degrees 47 minutes 00 seconds East, 331.52’ to a point; thence South 63 degrees 43 minutes 30 seconds East, 302.50’ to a point; thence South 81 degrees 06 minutes 00 East, 56.49’ to a point; thence South 65 degrees 49 minutes 30 seconds East, 108.90’ to a point; thence South 69 degrees 18 minutes 00 seconds East, 42.65’ to a point; thence South 78 degrees 53 minutes 00 seconds East, 29.07’ to a point, said point being in the southern right of way of Porter Pike and common to Southern Kentucky Land LLC. (DB 887 PG 710) thence leaving right-of-way South 06 degrees 49 minutes 00 seconds West, 1536.28’ to a point on the North low water mark of Barren River; thence with the Barren River for 12 calls, thence South 63 degrees 03 minutes 00 seconds West, 336.33’; thence South 68 degrees 01 minutes 00 seconds West, 208.62’; thence South 71 degrees 43 minutes 00 seconds West, 187.79’; thence South 84 degrees 26 minutes 00 seconds West, 185.90’; thence South 88 degrees 07 minutes 00 seconds West, 247.22’; thence South 80 degrees 34 minutes 00 seconds West, 350.86’; thence South 78 degrees 35 minutes 00 seconds West, 284.93’; thence South 72 degrees 20 minutes 00 seconds West, 338.04’; thence South 67 degrees 14 minutes 00 seconds West, 556.78’; thence South 59 degrees 02 minutes 00 seconds West, 353.67’; thence South 55 degrees 32 minutes 30 seconds West, 187.77’; thence South 22 degrees 08 minutes 00 seconds West, 130.56’ to a point on the north low water mark of Barren River and the eastern right-of way of Interstate 65; thence with said right-of-way North 22 degrees 08 minutes 00 seconds East, 405.80’; thence North 16 degrees 26 minutes 00 seconds East, 100.50’; thence North 22 degrees 08 minutes 00 seconds East, 44.60’; thence with a curve to the right having a radius of 5579.58’, an arc length of 544.23’ and a chord length of 544.02 to a point in the eastern right-of-way on station 690+93.80 (150’ rt.) of Interstate 65; thence crossing Interstate 65 North 78 degrees 16 minutes 25 seconds West, 255.69’ to a point in the western right-of-way of Interstate 65, this is also a corner to Lot 16 of the Corvette View Subdivision; thence with the right-of-way of I-65 in a southerly direction approximately 1,800 feet to a point in the intersection of the west right-of-way of I-65 and the low-water line of the south bank of Barren River; thence with the south bank of said river and its meanders in the direction of flow approximately 4,100 fee to a point and corner in the existing city limits and on low-water line of said river; said point being the point of beginning.

There is further excepted from the above description the following:

Beginning at a point in the existing city limits common the northeast corner of Meadowwood Estates as recorded in Plat Book 11, Page 31 in the Office of the Clerk of the Warren County Court; thence S 1 degree18 min. W 205.02 feet along the right-of-way of Mohawk Drive; thence along the curve with a radius of 100 feet; thence N 86 degrees15 min. E 162.65 feet; thence N 86 degrees 05 min. W 287.45 feet; thence N 3 degrees 00 min. E 50 feet along the west right-of-way of Cheyenne Drive; thence N 86 degrees 05 min. W 288.9 feet to the southwest corner of Lot 43 of Meadowwood Estates Section I & II Revision of Lots 43, 44 and 45 as recorded in Plat Book 14, Page 48 in the Office of the Clerk of the Warren County Court; thence N 3 degrees 55 min. E 199.75 feet; thence 62 feet along a curve with delta equal to 14 degrees 12 min.; thence across Meadowwood Drive to the southwest corner of Lot 13 of Meadowwood Estates Section I; thence N 3 degrees 55 min. E 174.93 feet; thence N 86 degrees 45 min. W 558.7 feet more or less to a property corner common to the southwest corner of Lot 158 of Shawnee Estates Section III; thence S 25 degrees 03’ 22” W 1,105 feet to the northern right-of-way line of Cave Mill Road; thence S 37 degrees 52’ E 117 feet; thence S 25 degrees 12’ E 1,172 feet; to a point in the north right-of-way and a corner common to Lot # 25 and Lot # 24 of the Whitesboro Subdivision; thence with the line between said lots North 79 degrees 51 minutes 39 seconds East, 237.45’ to a point common to Lot # 25 and Lot # 24 and in the line of Lot# 23 of the Whitesboro Subdivision (Plat Book 3 Page 76); thence with the line of Lot# 23 North 09 degrees 57 minutes 46 seconds East, 170.27’ to a point common to Lot # 23 and in the line of Lot # 26; thence with the line of Lot # 26 North 10 degrees 03 minutes 22 seconds East, 39.74’ to a point in the line of Lot # 53 of Meadow Wood Estates ( Plat Book 18 Page 86 ); thence with the line of Lots 59,60,62, and 63 of Meadow Wood Estates ( Plat Book 19 Page 56) North 73 degrees 27 minutes 57 seconds East, 635.02’ to a point common to Lot # 7 of Cedar Wood Subdivision (Plat Book 23 Page 74) and Lot# 63 of Meadow Wood Estates (Plat Book 19 Page 56) and in the line of Whitesboro Subdivision (Plat Book 3 Page 76); thence with the line of Cedar Wood Subdivision N 00 degrees 45’ 00” E, 482.57’ to a point in the line of Lot# 11 of Cedar Wood Subdivision and Lot# 31 of Meadow Wood Estates (Plat Book 16 Page 81); thence with the line of Lots 31, 32, 33 & 34. N 89 degrees 15’ 00” W, 200.00’ to a point; thence N 00 degrees 45’ 00” E, 200.00’ to a point; thence N 89 degrees 15’ 00” W, 170.00’ to a point in the east right-of-way line of Cheyenne Drive; thence with said right-of-way and crossing Cedar Wood Way N 00 degrees 45’ 00” E, 150.00’ to a point in the north right-of-way of Cedar Wood Way; thence with said right-of-way S 89 degrees 15’ 00” E, 170.00’ to a point at the corner of Lot# 28 & Lot# 29 of Meadow Wood Estates (Plat Book 16 Page 81); thence with Lot# 29 N 00 degrees 45’ 00” E, 200.00’ to a point common to Lot# 26 & 25; thence S 89 degrees 15’ 00” E, 200.00’ to a point common to Lot# 25 & 30, and in the line of Cedar Wood Subdivision (Plat Book 23 Page 74); thence N 00 degrees 45’ 00” E, 309.77’ to a point common with David & Frances Haydon (Deed Book 849 Page 596); thence S 89 degrees 39’ 23” E, 535.07’ to a point common to Lots# 9 & 10 of the Mitchell Farm (Plat Book 4 Page 4); thence with Mitchell Farm and crossing Cedar Wood Way S 00 degrees 41’ 13” W, 1079.87’ to a point in the corner of Lot# 6 of Cedar Wood Subdivision and in the north line of Whitesboro Subdivision; and in the line of Lot# 1 Mitchell Farm (Plat Book 4 Page 4); thence South 05 degrees 44 minutes 19 seconds East, 300.00’ to a point common to Lots 3 and 4 of the Whitesboro Subdivision; thence with the line of said lots and 1286 crossing North 84 degrees 15 minutes 41 seconds East, 396.85’ to a point in the west right-of-way of Smallhouse Road; thence with the west right-of-way of Smallhouse Road North 05 degrees 32 minutes 28 seconds West, 73.77’ to a point; thence with a curve to the right with an arc length of 117.86 feet, a radius of 2894.79 feet, a chord bearing and distance of North 04 degrees 22 minutes 29 seconds West, 117.85 feet to a point; thence crossing Smallhouse Road, North 86 degrees 47 minutes 30 seconds East, 60.00 feet to an iron pin found in the East right-of-way line of Smallhouse Road; thence North 80 degrees 02 minutes 06 seconds East, 560.41 feet to an iron pin found with cap stamped “KY 1891”; thence S 52 degrees 40 minutes E 1286.78 feet; thence with the line of Mitchell Heights Subdivision N 9 degrees 15 minutes E 1014.25 feet to a corner with Smith, said point being S 86 degrees 22 minutes E 1.1 feet from a fence post; thence N 11 degrees 57 minutes E 2,516.58 feet; thence N 47 degrees 30 minutes W 2,860.87 feet to the southeast corner of Lot 6 of the Mitchell Heights Subdivision Section 1A as recorded in Plat Boot 4, Page 12 in the Office of the Clerk of the Warren County Court; thence S 48 degrees 47 minutes W 163.15 feet; to the northeast right-of-way of Thompson Lane; thence with said right-of-way and the southwest property line of Lot 72 of Mitchell Heights Subdivision Section 3 as recorded in Plat Book 16, Page 55 in the Office of the Clerk of the Warren County Court, in a southeasterly arc of 7.22 feet; thence S 16 degrees 10 minutes W 50 feet to the southwest right-of-way line of Thompson Drive; thence S 15 degrees 11 minutes W 130.55 feet; thence S 32 degrees 23 minutes 206.34 feet; thence S 18 degrees 27 minutes E 273.46 feet; thence S 62 degrees 8 minutes E 626.42 feet; thence S 4 degrees 34 min. W 849.34 feet; thence N 85 degrees 26 minutes W 700 feet to the centerline of Smallhouse Road; thence with the centerline of Smallhouse Road S 1 degree 45 minutes W 1,308.72 feet; thence N 86 degrees 45 minutes W with Hanoka and there Shawnee Estates line 972.7 feet more or less to the point of beginning.

Beginning at a point in the city limits common to the east point being common with the South Central Kentucky industrial Park Section 4, recorded in Plat Book 25, Page 130 and N 55 degrees 14 minutes E 1,935.65 feet more or less from a corner of Lot 4 of said industrial park, said point also being 66 feet at a right angle of a stone in an original corner of the lands of the George W. Sledge estate, being also a corner to Lot #4 of the division of said lands; thence with the railroad right-of-way N 55 degrees 14 min. E 516.11 feet more or less to a stake; thence S 35 degrees 29 minutes E 67.0 feet to a stake; thence N 68 degrees 37 minutes E 597.50 feet to a stake; thence S 88 degrees 51 minutes E 257.85 feet to a stake; thence S 75 degrees 02 minutes E 239.85 feet to a stake; thence S 62 degrees 00 minutes E 249.80 feet to a stake; thence S 47 degrees 57 minutes E 303.97 feet to a stake; thence S 29 degrees 08 minutes E 383.75 feet to a stake; thence S 03 degrees 15 minutes E 595.39 feet to a stake; thence S 73 degrees 24 minutes E 130.29 feet to a stake in the east right-of-way line of the main line of the Louisville and Nashville Railroad Company; thence N 10 degrees 37 minutes E 932.63 feet; thence S 68 degrees 13 minutes E 50.87 feet; thence N 10 degrees 30 minutes E 1082.68 feet to a point, a corner to the Warren County Water District lot; thence with their lot S 77 degrees 15’ E 25.0 feet to an iron pipe; thence N 12 degrees 45’ E 29.0 feet to an iron pipe in the rear line of a lot recorded in Minor Subdivision Plat Book 4, Page 169; thence S 70 degrees 00’ E 397.16 feet to an iron pipe, a corner to a lot recorded in Minor Subdivision Plat Book 2, Page 99; thence N 20 degrees 00’ E 400.0 feet to an iron pipe on the south right-of-way of the Memphis Junction; thence with the Memphis Junction Road right-of-way N 66 degrees 51’ W 775 feet to the intersection of the west right-of-way of the L & N Railroad and the south right-of-way of Memphis Junction Road; thence with the right-of-way of the L & N Railroad N 12 degrees 13’ E 1,345 feet to the intersection of the L & N Railroad right-of-way west and the north right-of-way of the Green River Parkway; thence with the north-northeast right-of-way of the Green River Parkway N 66 degrees 48’ W 425 feet; thence N 67 degrees 25’ W 300 feet; thence N 64 degrees 42’ W 166.58 feet; thence with a curve of said right-of-way having a radius of 4,177.95 feet and a distance of 1,436 feet; thence continuing with said right-of-way N 38 degrees 24’ W 257 feet; thence N 39 degrees 59’ W 528 feet; thence N 32 degrees 17’ W 682 feet; thence N 15’ W 443 feet; thence N 10 degrees 14’ W 360 feet; thence N 2 degrees W 227.6 feet to a point on the east right-of-way of the Green River Parkway and the northbound exit ramp right-of-way; thence in a straight line crossing the Green River Parkway right-of-way N 76 degrees 10’ 05” W 544.52 feet to a point in the west controlled-access right-of-way of said parkway, said point being common with the M.C. Hinton property; thence S 50 degrees 34’ 23” W 626.37 feet with said Hinton property; thence S 49 degrees 48’ 42” W 643.24 feet to a point in the east right-of-way line of Hilltopper Avenue; thence running with the east right-of-way of Hilltopper Avenue in a northwesterly direction N 30 degrees 35’ W 100 feet; thence N 12 degrees 50’ 26” W 60.39 feet; thence N 30 degrees 01’ 09” W 149.71 feet; thence leaving the east right-of-way of Hilltopper Avenue S 50 degrees 19’ 45” W 268.81 feet to the southeast corner of Lot 22 of the Willow Heights Subdivision as recorded in Plat Book 10, Page 33 in the Office of the Clerk of the Warren County Court; thence S 31 degrees 38 minutes 20 sec. E 450 feet; thence S 31 degrees 42 minutes E 672.92 feet;

thence S 58 degrees 18 minutes W 200 feet; thence N 31 degrees 32 minutes W 404.73 feet; thence N 52 degrees 47 minutes 15 seconds E 67.24 feet; thence S 6 degrees 3 minutes 12 seconds W 590 feet; thence N 83 degrees 56 minutes 48 seconds W 110 feet; thence S 6 degrees 3 minutes 12 seconds W 200 feet; thence N 86 degrees 40 minutes 19 seconds E 116 feet; thence S 64 degrees 4 minutes 12 seconds W, 90 feet to the east right-of-way of Memphis Junction Road; thence with said right-of-way N 25 degrees 55 minutes 48 seconds W, 1,479.37 feet to corner common to existing City limits and the southwest corner of Lot No. 11 in Willow Heights Subdivision; thence S 72 degrees 54 minutes 26 seconds W, 50.00 feet and being a corner to Lot No. 19 and Lot No. 18 of the Bogle Farm Subdivision (Plat Book 25, Page 43); thence with said right-of-way S 22 degrees 7 minutes 3 seconds E, 100.00 feet to a point common to Lot No. 18 and Lot No. 17 Bogle Farm Subdivision (Plat Book 25, Page 43); thence leaving the right-of-way S 67 degrees 52 minutes 57 seconds W, 200.00 feet to a point common to Lot No. 18 and Lot No. 17 and in the line of Lot No. 24 Bogle Farm Subdivision (Plat Book 30, Page 58); thence with the line of Lot No. 24 S 22 degrees 7 minutes 3 seconds E, 557.37 feet to a point in the north right-of-way of Pine Tree Lane and a corner to Lot No. 14; thence with said right-of-way N 67 degrees 52 minutes 57 seconds E, 200.00 feet to a point in the north right-of-way of Pine Tree Lane and the west right-of-way of Memphis Junction Road; thence crossing Pine Tree Lane S 22 degrees 7 minutes 3 seconds E, 50.00 feet to a point in the south right-of-way and a corner to Lot No. 13; thence with the right-of-way S 67 degrees 52 minutes 57 seconds W, 200.00 feet to a point; thence leaving the right-of-way and with the line of Bogle Farm Subdivision (Plat Book 25, Page 43) S 22 degrees 7 minutes 3 seconds E, 913.01 feet to a point common to Lot No. 6 (Plat Book 25, Page 43) and Lot No. 6 (Plat Book 30, Page 58); thence S 56 degrees 43 minutes 26 seconds W, 388.21 feet to a point; thence S 33 degrees 43 minutes 21 seconds E, 307.90 feet to a point in the line of Lot No. 5 (Plat Book 30, Page 58); thence S 56 degrees 43 minutes 26 seconds W, 49.55 feet to a point; thence S 33 degrees 16 minutes 34 seconds E, 450.00 feet to a point common to Lot No. 5 (Plat Book 30, Page 58) (Plat Book 27, Page 32) and in the line of Earl Berkley (Deed Book 290, Page 483); thence with Berkley S 56 degrees 43 minutes 26 seconds W, 484.84 feet to a point common to Berkley and James and Dixie Price (Deed Book 476, Page 210); thence S 41 ½ degrees E, 1,233 feet to a corner; thence with Lot No. 3 of said lands S 41 ½ degrees E, 1,879 feet; thence with the north boundary of said lands, S 42 degrees 1/4 E, 1,796 feet to a stone in an original corner of said lands, being also common to a point in the west right-of-way of the R.J. Gorman Railroad (formerly the Memphis Branch of the Louisville and Nashville Road); thence continuing 66 feet across said railroad right-of-way to the point of beginning.

Beginning at a point in the north right-of-way line of U.S. Highway 68/Kentucky Highway 80 (Glasgow Road) a point common to Inter-Modal Transportation Authority (Plat Book 37, Page 488-489) Lot No. 9 and William and Geneva Penick (Major Plat Book 14, Page 171 and Deed Book 556, Page 546); thence with Lot No. 9 N 12 degrees 39 minutes 45 seconds E, 1,078.48 feet to a point common to Lot No. 9 and Lot No. 9-2; thence with Lot No. 9-2 N 12 degrees 38 minutes 27 seconds E, 270.51 feet to a point common to William and Geneva Penick; thence with Penick line S 78 degrees 43 minutes 6 seconds E, 399.16 feet to a point common to Penick and Inter-Modal Transportation Authority (Plat Book 38, Page 101-102) Lot No. 5; thence with Lot No. 5 S 12 degrees 32 minutes 54 seconds W, 1,278.29 feet to a point in the north right-of-way line of U.S. Highway 68/Kentucky Highway 80 (Glasgow Road); thence with said right-of-way in a west direction 409.44 feet to the point of beginning containing 12.07 acres. This parcel includes the Phillp and Deborah Wheeler property (Major Plat Book 14, Page 171 Lot No. 1 and 3 (Deed Book 594, Page 88) and William and Geneva Penick (Major Plat Book 14, Page 171 and Deed Book 556, Page 546).

There is an exception to the above description beginning at a point common being a corner to the Lovers Lane Acres Section II property (Plat Book 17, Page 124), said point also being a corner of the Bowling Green Municipal Utilities property (Deed Book 468, Page 390 and Major Plat Book 5, Page 168) and being in the East right-of-way of Kentucky 880/Lovers Lane; thence following the Lovers Lane right-of-way along a curve to the right with a radius of 1,560.00 feet, an arc of 164.79 feet, and a chord bearing of N 12 degrees 25 minutes 52 seconds E to a point in the right-of-way; thence with the right-of-way N 17 degrees 18 minutes 23 seconds E, 100.66 feet to a point in the right-of-way; thence with the right-of-way along a curve to the right with a radius of 1,560.00 feet, an arc of 152.25 feet, and a chord bearing of N 21 degrees 57 minutes 4 seconds E to a point in the right-of-way; thence with the right-of-way N 31 degrees 54 minutes 0 seconds E, 374.42 feet to a point in the right-of-way, said point being a common corner to the O.L. Avery Jr. Inc. property (Deed Book 403, Page 174) and a corner of Lot No. 17 of the Lovers Lane Acres Section II property; thence with the Lot No. 17 line S 53 degrees 8 minutes 44 seconds E, 142.37 feet to a point common to Lot No. 17 and Avery; thence with the Lovers Lane Acres Section II line S 20 degrees 55 minutes 49 seconds W, 802.81 feet to a point common in the line of Lovers Lane Acres Section I (Plat Book 17, Page 106), a corner of the Avery property, and a corner of the Bowling Green Municipal Utilities property; thence with the Bowling Green Municipal Utilities line N 51 degrees 0 minutes 27 seconds W, 189.50 feet to the point of beginning, containing 3.46 acres.

Beginning at a point in the existing City limits said point being a corner to Lot# 320 of Briarwood Manor Section 9 (Plat Book 17, Page 179) and Lot# 20 Lovers Lane Acres Section III (Plat Book 17, Page 132) thence S 52 degrees 21 minutes 20 seconds E, 340.55 feet to a point in the west right-of-way of Lovers Lane; thence with said right-of-way S 3 degrees 46 minutes 30 seconds W, 267.43 feet to a point; thence leaving said right-of-way N 88 degrees 54 minutes 20 seconds W, 260.97 feet to a point; thence N 1 degree 4 minutes 50 seconds E, 470.00 feet to the point of beginning containing 2.28 acres. This being Lot# 18, 19 and 20 of Lovers Lane Acres Section III (Plat Book 17, Page 132).

Beginning at a point in the south right-of-way of US 231 (Morgantown Road); thence with said right-of-way S 75 degrees 17 minutes 2 seconds E, 99.99 feet to a point; thence leaving said right-of-way S 0 degrees 21 minutes 58 seconds E, 301.06 feet to a point; thence N 75 degrees 06 minutes 57 seconds W, 100.08 feet to a point; thence N 0 degrees 21 minutes 53 seconds W, 300.75 feet to the point of beginning containing 0.666 acres and recorded (Deed Book 1,145, Page 274).

Beginning at a point in the south right-of-way of US 231 (Morgantown Road); thence with said right-of-way S 75 degrees 17 minutes 2 seconds E, 99.85 feet to a point; thence leaving said right-of-way S 0 degrees 32 minutes 11 seconds E, 300.41 feet to a point; thence N 75 degrees 6 minutes 57 seconds W, 99.93 feet to a point; thence N 0 degrees 32 minutes 11 seconds W, 300.11 feet to the point of beginning containing 0.666 acres and recorded (Deed Book 524, Page 210).

Beginning at a point in the south right-of-way of US 231 (Morgantown Road); thence with said right-of-way S 75 degrees 17 minutes 2 seconds E, 302.11 feet to a point; thence leaving said right-of-way S 0 degrees 6 minutes 22 seconds E, 302.22 feet to a point; thence N 75 degrees 6 minutes 57 seconds W, 302.34 feet to a point; thence N 0 degrees 6 minutes 22 seconds W, 301.30 feet to the point of beginning containing 2.025 acres and recorded (Deed Book 367, Page 266).

Also being excepted from this description Lot# 1 of Living Hope Baptist Church Lovers Lane (Phase One Plat Book 39, Page 471) containing 4.0 acres.

Also being excepted from this description is all of Iron Bridge Estates (Plat Book 9, Page 27 containing 4.75 acres).

The following parcels are added to the existing territorial limits:

Beginning at a point in the north right-of-way US Highway 68/Kentucky Highway 80 (Glasgow Road) and property owned by the Inter-Modal Transportation Authority Inc. (Deed Book 869, Page 547) and Danny and Margie Duvall (Deed Book 781, Page 389) said point is also in the existing City limits of Bowling Green, Kentucky; thence leaving said right-of-way and with Inter-Modal Transportation Authority N 17 degrees 24 minutes 20 seconds E, 1,604.07 feet to a point common to Geneva Crabtree (Deed Book 296, Page 485); thence with the Crabtree line S 83 degrees 30 minutes 0 seconds E, 616.67 feet to a point common to Crabtree and William and Geneva Penick (Deed Book 556, Page 546); thence with Penick line S 7 degrees 0 minutes 0 seconds W, 1,446.00 feet to a point in the north right-of-way US Highway 68/Kentucky Highway 80 (Glasgow Road); thence with said right-of-way S 87 degrees 0 minutes 0 seconds W, 808.70 feet to a point; thence N 81 degrees 15 minutes 0 seconds W, 110.00 feet to the point of beginning containing 26.40 acres and recorded as Danny and Margie Duvall (Deed Book 781, Page 389).

Beginning at a set iron pin corner monument, with a 1 inch yellow plastic cap stamped (J.D. Pedigo LS# 2933) (unless otherwise noted, all existing and set iron pins called out in this description are ½ inch x 18 inches iron pins and have 1 inch yellow plastic caps stamped (J.D. Pedigo LS# 2933), on a corner common to the subject tract and at a southeastern boundary line corner of a tract of the lands of Billy and Melissa Grider (Deed Book 781, Page 517) on the northern right-of-way line of US Highway 68/Kentucky Highway 80 (Glasgow Road), about 6.98 miles east-northeast of the Courthouse in Bowling Green, Warren County, Kentucky, said point of beginning being located northwardly 35.00 feet from and at right angles to the centerline of said US Highway 68/Kentucky Highway 80, (Glasgow Road) and being referenced S 44 degrees 13 minutes 30 seconds E, 1,489.1 feet more or less from the intersection of the centerline of said US Highway 68/Kentucky Highway 80 (Glasgow Road) and the centerline of US Highway 31-W (Louisville Road); thence along the eastern boundary line of said Grider, N 43 degrees 10 minutes 39 seconds E, 164.36 feet to an existing iron pin corner monument with a yellow plastic cap stamped (Adams PLS# 1891), on a corner common to the subject tract and at a northeastern boundary line corner of said tract of the lands of said Grider, on a southern boundary line of the lands of the Bowling Green Area Economic Development Authority (BGAEDA) and also in the existing City limits of the City of Bowling Green; thence with six (6) lines along the southern and eastern boundary lines of said BGAEDA, S 52 degrees 5 minutes 4 seconds E, 301.67 feet to an existing iron pin corner monument with a yellow plastic cap stamped (Adams PLS# 1891); thence N 42 degrees 57 minutes 35 seconds E, 206.46 feet to a set iron pin corner monument; thence S 47 degrees 21 minutes 19 seconds E, 221.99 feet to an existing iron pin corner monument with a yellow plastic cap stamped (Adams PLS# 1891); thence N 45 degrees 36 minutes 51 seconds E, 784.31 feet to an existing iron pin corner monument; thence N 45 degrees 54 minutes 46 seconds E, 291.14 feet to an existing fence post corner monument; thence N 10 degrees 43 minutes 18 seconds E, 582.72 feet to an existing fence post corner monument (passing through a reference iron pin with a 1 inch orange plastic cap, on line, at 5.00 feet), on a corner common to the subject tract and at a southwestern boundary line corner of a tract of the lands of the Inter-Modal Transportation Authority (ITA) (Deed Book 867, Page 119); thence along the southern boundary line of said ITA, and the southern boundary line of another tract of the lands of said ITA (Deed Book 872, Page 754), S 66 degrees 42 minutes 44 seconds E, 1,359.88 feet to a set iron pin corner monument (passing through a reference iron pin with a 1 inch orange plastic cap, on line, at 2.36 feet), on a corner common to the subject tract and on a western boundary line of said tract of the lands of ITA; thence along the western boundary line of said ITA, S 26 degrees 23 minutes 47 seconds W, 309.74 feet to a set iron pin corner monument, on a corner common to the subject tract and at a southwestern boundary line corner of said tract of the lands of ITA on a northern boundary line of a tract of the lands of William and Geneva Penick (Deed Book 556, Page 546); thence along the northern boundary line of said Penick and a northern boundary line of a tract of the lands of Danny and Margie Duvall (Deed Book 781, Page 389), N 78 degrees 47 minutes 34 seconds W, 809.47 feet to a set iron pin corner monument, on a corner common to the subject tract and at a northwestern boundary line corner of said tract of the lands of Duvall at a northeastern boundary line corner of another tract of the lands of said ITA (Deed Book 869, Page 547); thence along the northern and a western boundary line of said ITA, N 78 degrees 46 minutes 26 seconds W, 217.14 feet to a set iron pin corner monument; thence S 34 degrees 31 minutes 10 seconds W, 1,600.99 feet to a set iron pin corner monument, on a corner common to the subject tract and at a southwestern boundary line corner of said tract of the lands of said ITA (Deed Book 869, Page 547), on the northern right-of-way line of US Highway 68/Kentucky Highway 80 (Glasgow Road), said iron pin being located northwardly 35.00 feet from and at right angles to the centerline of said U.S. Highway 68/Kentucky Highway 80 (Glasgow Road); thence 83.26 feet with the arc of curve to the right along the northern right-of-way line and parallel with the centerline of said U.S. Highway 68/Kentucky Highway 80 (Glasgow Road), (Delta Angle 04 degrees 20 minutes 26 seconds; radius 1,099.00 feet) chord bearing and distance N 49 degrees 11 minutes 05 seconds W, 83.24 feet to a set iron pin corner monument; thence continuing along the northern right-of-way line and parallel with the centerline of said US Highway 68/Kentucky Highway 80 (Glasgow Road), N 47 degrees 00 minutes 51 seconds W 911.21 feet to the point of beginning containing 1,233,187.14 square feet, containing 28.31 acres.

Beginning at a point in the existing City limits said point being common to Bowling Green Area Economic Development Authority (Deed Book 823, Page 792 and Plat Book 39, Page 373) and James Miller (Deed Book 422, Page 381 and Plat Book 2, Page 174) thence with Miller’s line S 58 degrees 09 minutes 56 seconds W, 400.21 feet to a point in the east right-of-way of U.S. 68/80 (Glasgow Road); thence with said right-of-way N 35 degrees 48 minutes 05 seconds W, 160.14 feet to a point; thence with a curve to the right having a radius of 270.68 feet, arc length of 214.38 feet, chord length of 208.82 feet, and a chord bearing of N 01 degrees 10 minutes 45 seconds W to a point in the south right-of-way of US 31-W (Louisville Road); thence with said right-of-way N 58 degrees 11 minutes 01 seconds E, 90.73 feet to a point; thence S 31 degrees 47 minutes 01 seconds E, 20.03 feet to a point; thence N 58 degrees 12 minutes 17 seconds E, 240.39 feet to a point in said right-of-way and common to Inter-Modal Transportation Authority (Deed Book 869, Page 547); thence leaving said right-of-way and with the Inter-Modal Transportation Authority line S 31 degrees 51 minutes 10 seconds E, 318.19 feet to a point in the existing city limits and common to the Bowling Green Area Economic Development Authority; thence S 56 degrees 18 minutes 51 seconds W, 23.61 feet to the point of beginning containing 3.12 acres (Deed Book 1,119, Page 340 and Plat Book 31, Page 200).

Beginning at a point in the existing City limits said point being in the south right-of-way of Lovers Lane (KY880) said point being common to Greenhills Development Partners LLC (Deed Book 1,114, Page 264 and Plat Book 42, Page 223) and Greenhills Development Partners LLC (Deed Book 1,161, Page 618); thence with said right-of-way N 43 degrees 37 minutes 28 seconds E, 99.68 feet to a point common to Greer Rentals LLC (Deed Book 1,101, Page 339); thence leaving said right-of-way S 43 degrees 47 minutes 45 seconds E, 133.87 feet to a point; thence S 46 degrees 29 minutes 38 seconds E, 164.25 feet to a point in the line of Plat Book 42, Page 223; thence with said line S 39 degrees 49 minutes 00 seconds W, 86.31 feet to a point; thence N 47 degrees 51 minutes 38 seconds W, 303.81 feet to the point of beginning containing 27,434.36 square feet, containing 0.629 acres.

Beginning at a point N 86 degrees 30 minutes 00 seconds E, 182 feet from the corner of the South Central Kentucky Development Authority property (Deed Book 842, Page 453) and Danny and Margie Duvall property (Deed Book 506, Page 756) and in the south right-of-way of U.S. Highway 68/Kentucky Highway 80 (Glasgow Road); thence with said right-of-way and Danny and Margie Duvall (Deed Book 506, Page 756) N 86 degrees 30 minutes 00 seconds E, 16 feet to a point in the south right-of-way and corner to Danny and Margie Duvall (Deed Book 506, Page 756); thence with Duvall for three calls S 01 degree 00 minutes 00 seconds W, 150 feet to a point; thence S 86 degrees 30 minutes 00 seconds W, 161 feet to a point; thence N 01 degree 00 minutes 00 seconds E, 150 feet to the point of beginning containing 0.5526 acres. The above parcel is recorded as Jimmie and Anita Wilson (Deed Book 544, Page 358).

Being a certain parcel of land located on Lovers Lane 2,600 feet +/- southwest from the entrance to Lovers Lane Soccer Complex and adjacent to the city limits of Bowling Green, Kentucky and more particularly described as follows:

The following description was prepared by Robert S. Evans PLS # 3320 BG Public Works – Field Engineering. Sources of record (Deed Book 1,129, Page 48) as recorded in the Warren County Court Clerk’s Office. This is not a boundary survey and is for annex purposes only. This description does not change the existing territorial limits.

Beginning at a point in the existing city limits said point being common to Green Hills Development Partners (Deed Book 1,114, Page 704); thence with the existing city limits S 30 degrees 42 minutes 11 seconds W, 132.44 feet to a point common to Vision Development LLC (Deed Book 904, Page 977); thence continuing with city limits S 48 degrees 14 minutes 25 seconds W, 602 feet to a point common to (Plat Book 40, Page 198); thence N 34 degrees 36 minutes 35 seconds W, 409.94 feet to a point in the south right-of-way of KY 880-Lovers Lane; thence with said right-of-way N 44 degrees 10 minutes 58 seconds E, 616.73 feet to a point in said right-of-way; thence leaving the right-of-way S 50 degrees 21 minutes 33 seconds E, 415.15 feet to the point of beginning containing 6.58 acres.

Being a parcel of land behind Cumberland Trace School and adjacent to the city limits and being more particularly described as follows:

The following description was prepared by Robert S. Evans PLS # 3320 BG Public Works – Field Engineering. Sources of record; (Deed Book 884, Page 606 and Plat Books 29 and 131-134 and 42 and 111) and Kentucky Transportation Cabinet Plans KY 2158 Cumberland Trace (Plan Number FD39 114 2158 000-004 Item # 3-316.00). This annex description is oriented to State Plane Coordinates Kentucky South 1602. This entire parcel is completely surrounded by the City limits and does not change the existing territorial limits. This is not a boundary survey and is for annex purposes only

Beginning at a point 744.02 feet right of centerline station 494+72.44 of the Cumberland Trace Road Widening Project said point being in the line of McFadden’s Ferry Subdivision (Plat Book 29, Pages 131-134) and common to Warren County School Board (Deed Book 884, Page 606) and Three Zero Eight Partners LLC (Plat Book 42, Page 111); thence S 12 degrees 30 minutes 6 seconds W, 836.54 feet to a point; thence N 64 degrees 59 minutes 34 seconds W, 164.61 feet to a point; thence N 12 degrees 30 minutes 6 seconds E, 787.22 feet to a point; thence S 82 degrees 21 minutes 41 seconds E, 161.28 feet to the point of beginning containing 2.995 acres.

Being a 3.041 acre tract at 750 Lovers Lane and adjacent to the corporate limits of Bowling Green, Kentucky and more particularly described as follows:

This description was prepared by Robert S Evans PLS#3320, City Surveyor, Bowling Green Public Works using a survey by Landmark Engineering Inc. dated 6/10/2024 and previous annexations by Ordinance No. BG2005-18 and BG96-35 as recorded in the Bowling Green City Clerk’s Office, Source of Title Deed Book 934, Page 30 and Minor Plat Book 18, Page 185 as recorded in the Warren County Court Clerk’s Office. This is not a boundary survey and is for annexation purposes only. This description is based on State Plane Coordinates Kentucky South 1602.

Beginning at a point in the east right-of-way of Lovers Lane (KY-880) said point being a corner to Linda Willis Deed Book 434, Page 189; thence leaving said right-of-way with Willis and then A Himalaya KY2 Properties LLC Deed Book 1,244, Page 680 South 55 degrees 38 minutes 6 seconds E a distance of 313.53 feet to a point in the line of Bowling Green Gardens Deed Book 856, Page 627 and in the existing city limits; thence with Bowling Green Gardens for to calls S 35 degrees 33 minutes 45 seconds W a distance of 430.66 feet to a point; thence N 57 degrees 50 minutes 55 seconds W a distance of 294.07 feet to a point in the east right-of-way of Lovers Lane (KY-880); thence with said right-of-way N 32 degrees 58 minutes 49 seconds E a distance of 442.05 feet to the point of beginning, containing 3.041 acres.

Total City limits encompassing 42.5707 square miles more or less.

(Ord. BG96-33, 9/3/96; BG96-35, 10/1/96; BG96-50, 11/26/96; BG97-30, 8/19/97; BG98-7, 3/3/98; BG98-36, 7/21/98; BG98-37, 7/21/98; BG98-42, 8/20/98; BG98-49, 10/20/98; BG99-07, 4/20/99; BG99-08, 4/20/99; BG99-24, 6/29/99; BG99-25, 6/29/99; BG99-39, 9/7/99; Ord. BG2001-43, 10/2/2001; Ord. BG2001-44, 10/2/2001; Ord. BG2001-47, 11/6/2001; Ord. BG2001-54, 11/20/2001; Ord. BG2002-9, 2/19/2002; Ord. BG2002-10, 3/5/2002; Ord. BG2002-16, 3/19/2002; Ord. BG2002-54, 11/19/2002; Ord. BG2003-25, 5/20/2003; Ord. BG2003-28, 6/3/2003; Ord. BG2003-35, 6/24/2003; Ord. BG2004-9, 3/23/2004, Ord. BG2004-15, 4/20/2004; Ord. BG2004-53, 11/16/2004; Ord. BG2004-69, 12/27/2004; Ord. BG2005-18, 6/7/2005; Ord. BG2005-23, 6/21/2005; Ord. BG2005-43, 10/4/2005; Ord. BG2006-9, 4/18/2006; Ord. BG2006-12, 6/26/2006; Ord. BG2007-5, 3/20/2007; Ord. BG2007-18, 5/1/2007; Ord. BG2007-19, 5/1/2007; Ord. BG2008-13, 3/4/2008; Ord. BG2008-22, 5/20/2008; Ord. BG2008-42, 8/19/2008; Ord. BG2009-23, 7/21/2009; Ord. BG2010-24, 7/20/2010; Ord. BG2013-1, 2/5/2013; Ord. BG2013-8, 4/16/2013; Ord. BG2013-27, 9/3/2013; Ord. BG2013-28, 9/3/2013; Ord. BG2014-6, 4/15/2014; Ord. BG2014-16, 6/17/2014; Ord. BG2014-21, 7/15/2014; Ord. BG2014-35, 12/2/2014; Ord. BG2015-28, 9/15/2015; Ord. BG2016-8, 3/15/2016; Ord. BG2016-29, 9/20/2016; Ord. BG2016-33, 11/1/2016; Ord. BG2017-20, 5/16/2017; Ord. BG2017-32, 8/1/2017; Ord. BG2017-33, 8/1/2017; Ord. BG2017-40, 8/15/2017; Ord. BG2017-59, 12/20/2017; Ord. BG2018-18, 3/28/2018; Ord. BG2018-19, 4/17/2018; Ord. BG2018-20, 4/17/2018; Ord. BG2018-28, 6/19/2018; Ord. BG2018-42, 10/16/2018; Ord. BG2018-51, 1/15/2019; Ord. BG2019-14, 5/7/2019; Ord. BG2019-15, 5/7/2019; Ord. BG2019-16, 5/7/2019; Ord. BG2019-20, 5/21/2019; Ord. BG2019-21, 5/21/2019; Ord. BG2019-27, 6/18/2019; Ord. BG2019-28, 6/18/2019; Ord. BG2019-30, 7/2/2019; Ord. BG2019-39, 9/3/2019; Ord. BG2020-24, 9/1/2020; Ord. BG2020-35, 11/17/2020; Ord. BG2020-37, 12/1/2020; Ord. BG2021-35, 9/7/2021; Ord. BG2021-41, 11/2/2021; Ord. BG2022-2, 1/18/2022; Ord. BG2022-6, 2/15/2022; Ord. BG2022-17, 5/3/2022; Ord. BG2022-20, 5/17/2022; Ord. BG2022-42, 9/6/2022; Ord. BG2022-43, 9/6/2022; Ord. BG2022-62, 12/20/2022; Ord. BG2024-15, 8/20/2024; Ord. BG2024-16, 8/20/2024)

Notes

*	* Editor’s Note: The boundary description set out in this Section reflects the current territorial limits of the City.

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