§ 1-13. City boundary.

Legal Description of the Entire Corporate Limits of the City of Rayne, Louisiana as Amended by the Annexation of an Unincorporated Portion of a Tract of Land Owned by Leroy Breaux et. al. Near Highway 35.

Commencing at a point (P.O.C.) in the centerline of the Southern Pacific Railroad marked on the ground by a ½" DIAMETER IRON ROD driven into the ballast of the railroad track, said point being located equidistant (130.07 feet) from the northwest and northeast corners of Block 38, Cunningham Addition, originally the site of the Louisiana Western Railroad Depot in Section 28, T-9-S, R-2-E, Southwestern Land District and having grid coordinates x = 1,704,790.74 feet and y = 571,683.66 feet, thence on a grid bearing South 89° 12' 56" East proceed along the centerline of the Southern Pacific Railroad a distance of 3949.81 feet to its intersection with the eastern corporation line, which is the POINT OF BEGINNING (P.O.B).

Thence North 00° 47' 04" East, at right angles to the Southern Pacific Railroad a distance of 1047.31 feet;

Thence North 89° 49' 41" East, along the southern boundary of Sunrise Acres Subdivision a distance of 2337.61 feet;

Thence North 00° 05' 32" West, along the apparent centerline of the Llama Road (Parish Road 1-26) right of way a distance of 1340.00 feet to the apparent centerline of the LA Hwy 98 right of way;

Thence continuing along a projection of the apparent centerline of the Llama Road right of way (estimated bearing of N 00 05' 32" W) a distance of approximately 40.0', more or less, to the north right of way line of said LA Hwy 98;

Thence westerly along said north right of way line of LA Hwy 98 (estimated bearing of S 89° 41' 45" W) a distance of approximately 1,856.88' to the southeast property corner of Lot 21 of Acadiana East Subdivision;

Thence North 00° 04' 05" East, along the eastern boundary of Acadiana East Subdivision a distance of 1636.10 feet;

Thence North 89° 55' 55" West, along the northern boundary of Lot 9 of Acadiana East Subdivision a distance of 217.50 feet;

Thence South 48° 34' 05" West, along the centerline of a drainage canal a distance of 299.34 feet to a point located on the old eastern boundary of the City;

Thence North 00° 47' 04" East, along the old eastern boundary of the City a distance of 1537.00 feet to the old northeast corner of the City;

Thence North 89° 12' 56" West, along the old northern boundary of the City a distance of 1958.38 feet to a point on the eastern right of way line of the abandoned O.G. & N.E. Railroad;

Thence North 00° 24' 43" East, along said eastern right of way line a distance of 543.43 feet to a point on the southern right of way line of Interstate Hwy 10;

Thence South 89°52' 10" East along said southern right of way of Interstate Highway 10 a distance of 3339.99 feet to a point of curvature as shown on the State of Louisiana Department of Highways Plans of Proposed State Highway - I-10-2 (9)80 & SU-217(2) (State Projects 450-04-11 and 207-07-10 Crowley-Rayne Highway Acadia Parish I-10 and Hwy 35)(bearings have been translated to the City of Rayne Official Map coordinate system;

Thence continuing along said southern right of way line of Interstate Highway 10, along a curve to the right with an arc distance of 1789.87 feet, a radius of 11309.16 feet, a chord bearing of South 85° 20' 08" East, and a chord distance of 1788.00 feet to a point of tangency as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along said southern right of way line of Interstate Highway 10 South 80° 48' 05" East, a distance of 297.82 feet to the intersection of an extension of the western right of way line of Louisiana State Highway 98 and the southern right of way line of Interstate Highway 10 as shown on said State of Louisiana Department of Highways Plans;

Thence South 80° 48' 05" East, a distance of 253.68 feet to the intersection of an extension of the eastern right of way line of Louisiana State Highway 98 and the southern right of way line of Interstate Highway 10 as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along said southern right of way of Interstate Highway 10 South 80° 48' 05" East, a distance of 8660.37 feet to a point of curvature as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along said southern right of way line of Interstate Highway 10, along a curve to the left with an arc distance of 729.23 feet, a radius of 11609.16 feet, a chord bearing of South 82° 36' 03" East and a chord distance of 729.11 feet as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along the same curve to the left along said southern right of way line of Interstate Highway 10 an arc distance of 978.50 feet, said curve having a chord bearing of South 86° 48' 54" East and a chord distance of 978.21 feet to a point of tangency as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along said southern right of way line of Interstate Highway 10 South 89° 13' 47" East, a distance of 254.61 feet to its intersection with an extension of the western right of way line of Louisiana State Highway 719 (Riceland Road) as shown on said State of Louisiana Department of Highways Plans, said point also being on the western corporate limits line of the Town of Duson, Louisiana;

Thence North 00° 04' 46" East, traversing across the right of way of said Interstate Highway 10 a distance of 300.02 feet to the northern right of way line of Interstate Highway 10, said point also being the intersection of the northern right of way line of Interstate Highway 10 with an extension of the western right of way line of Louisiana State Highway 719 (Riceland Road), said point also being on the western corporate limits line of said Town of Duson;

Thence North 89° 13' 47" West along the said northern right of way line of Interstate Highway 10, a distance of 250.99 feet to a point of curvature as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along said northern right of way line of Interstate Highway 10, along a curve to the right with an arc distance of 982.60 feet, a radius of 11309.16 feet, a chord bearing of North 86° 44' 26" West and a chord distance of 982.29 feet as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along the same curve to the right along said northern right of way line of Interstate Highway 10 an arc distance of 681.00 feet, said curve having a chord bearing of North 82° 31' 35" West and a chord distance of 680.90 feet to a point of tangency as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along said northern right of way of Interstate Highway 10 North 80° 48' 05" West, a distance of 8712.01 feet to its intersection with an extension of the eastern right of way line of Louisiana State Highway 98 as shown on said State of Louisiana Department of Highways Plans;

Thence North 80° 48' 05" West, a distance of 253.68 feet to the intersection of the northern right of way line of Interstate Highway 10 with an extension of the western right of way line of Louisiana State Highway 98 as shown on said State of Louisiana Department of Highways Plans;

Thence North 80° 48' 05" West, along said northern right of way line of Interstate Highway 10 a distance of 246.18 feet to a point of curvature as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along said northern right of way line of Interstate Highway 10, along a curve to the left with an arc distance of 1837.35 feet, a radius of 11609.16 feet, a chord bearing of North 85° 20' 08" West and a chord distance of 1835.43 feet to a point of tangency as shown on said State of Louisiana Department of Highways Plans;

Thence continuing along said northern right of way line of Interstate Highway 10 North 89° 52' 10" West, a distance of 1216.87 feet to its intersection with the existing eastern corporate limits line of the City of Rayne as established by Ordinance No. 964 on April 9, 2001;

Thence North 12° 50' 41" East a distance of 396.58 feet to a point on the southerly right of way line of Nation Road;

Thence continuing along said right of way line South 64° 16' 57" West a distance of 705.68 feet;

Thence North 42° 33' 17" West a distance of 162.60 feet;

Thence North 89° 52' 17" West a distance of 1302.88 feet to the center of the Dural Gulley;

Thence continuing along the center of the Dural Gulley North 57° 23' 54" West a distance of 34.99 feet;

Thence continuing along the center of the Dural Gulley North 61° 39' 29" West a distance of 113.77 feet;

Thence continuing along the center of the Dural Gulley North 89° 37' 07" West a distance of 29.63 feet to a point on the eastern right of way line of the abandoned O.G. & N.E. Railroad;

Thence North 00° 24' 43" East along said right of way line a distance of 2493.65 feet to a point on the extension of the northern right of way line of Public Road (formerly Parish Road 1-1);

Thence North 41° 11' 48" West along said northern right of way line extension and thence along the northern right of right of way line of Public Road a distance of 328.24 feet to the westernmost corner of a tract of land owned by Atlas J. Stutes, said point also being the southernmost corner of Lot 1 of Phase I of Rayne Heights Subdivision;

Thence North 48° 15' 54" East along the northwest property line of said Atlas J. Stutes tract a distance of 132.40 feet to the northwest corner of said Stutes tract, said point also being the easternmost corner of Lot 1 of Phase I of Rayne Heights Subdivision;

Thence South 88° 42' 28" East along the north property line of said Stutes tract a distance of 62.75 feet to the northeast corner of said Stutes tract, said point also being on the west right of way line of Louisiana State Highway 35;

Thence northerly along said west right of way line of Louisiana State Highway 35 along a curve to the left whose radius is 1,849.86 feet, an arc distance of 284.76 feet, a chord distance of 284.48 feet, a chord bearing of North 04° 48' 10" East to a point of tangency;

Thence North 00° 23' 34" East along the west right of way line of Louisiana State Highway 35 a distance of 1,130.26 feet to the southeast corner of Lot 8 of Oakwoods Subdivision;

Thence North 89° 28' 03" West along the south property lines of Lots 8, 6, 4, and 2 of said Oakwoods Subdivision a distance of 497.74 feet to the centerline of a coulee;

Thence meandering along the said centerline of said coulee as follows:

South 03° 08' 58" East a distance of 19.18 feet;

South 09° 35' 11" West a distance of 43.98 feet;

South 19° 10' 04" West a distance of 72.53 feet;

South 05° 39' 48" West a distance of 38.97 feet;

South 24° 26' 32" West a distance of 38.02 feet;

South 36° 23' 30" West a distance of 28.67 feet;

South 10° 52' 07" West a distance of 21.45 feet;

South 02° 53' 12" East a distance of 19.67 feet;

South 25° 14' 20" West a distance of 31.64 feet;

South 62° 01' 35" West a distance of 15.85 feet;

South 16° 03' 31" West a distance of 22.91 feet;

South 11° 52' 37" West a distance of 43.51 feet;

South 58° 10' 48" West a distance of 28.72 feet;

South 29° 15' 33" West a distance of 29.70 feet;

South 32° 46' 51" West a distance of 23.00 feet;

South 65° 38' 27" West a distance of 25.31 feet;

South 50° 01' 04" West a distance of 32.40 feet;

South 58° 32' 24" West a distance of 62.52 feet;

South 32° 49' 18" West a distance of 63.01 feet;

South 30° 37' 34" West a distance of 43.47 feet;

South 40° 23' 54" West a distance of 28.50 feet;

South 70° 05' 09" West a distance of 32.64 feet;

North 84° 19' 10" West a distance of 22.44 feet;

South 62° 04' 46" West a distance of 63.72 feet to its intersection with the corporate limits line of the City of Rayne as presently established, said point also being on the northern right of way line of Public Road;

Thence North 41° 11' 48" West along said northern right of way line of Public Road a distance of 636.00 feet;

Thence South 00° 24' 43" West along a line parallel to the eastern right of way line of the abandoned O.G. & N.E. Railroad a distance of 1577.44 feet to a point;

Thence South 48° 44' 23" West a distance of 497.56 feet to the northern boundary of Edgewood Subdivision Phase I;

Thence North 41° 03' 10" West a distance of 421.75 feet along the northern boundary of Edgewood Subdivision Phase I;

Thence North 41° 03' 12" West a distance of 136.44 feet along the northern boundary of Edgewood Subdivision Phase II to the centerline of Dural Lateral, said center line also defining the northern and western boundaries of said Edgewood Subdivision Phases II and III respectively;

Thence meandering along the said centerline of Dural Lateral as follows;

Along a curve to the right having a radius of 65.00 feet, an arc distance of 71.39 feet, a chord bearing of North 85° 11' 21" West, and a chord distance of 67.86 feet;

Along a curve to the left having a radius of 65.00 feet, an arc distance of 89.53 feet, a chord bearing of South 83° 28' 28" West, and a chord distance of 82.62 feet;

Along a curve to the right having a radius of 65.00 feet, an arc distance of 61.30 feet, a chord bearing of South 80° 18' 09" West, and a chord distance of 59.05 feet;

North 79° 38' 34" West a distance of 22.41 feet;

Along a curve to the left having a radius of 50.00 feet, an arc distance of 47.90 feet, a chord bearing of South 71° 48' 28" West, and a chord distance of 46.09 feet;

South 37° 12' 49" West a distance of 42.28 feet;

North 84° 06' 07" West a distance of 21.53 feet;

North 31° 30' 27" West a distance of 56.11 feet;

Along a curve to the left having a radius of 30.00 feet, an arc distance of 42.96 feet, a chord bearing of South 69° 25' 12" West, and a chord distance of 39.38 feet;

South 29° 16' 54" West a distance of 42.91 feet;

South 67° 31' 13" West a distance of 44.46 feet;

South 56° 52' 28" West a distance of 37.81 feet;

Along a curve to the left having a radius of 222.00 feet, an arc distance of 134.22 feet, a chord bearing of South 59° 28' 05" West, and a chord distance of 132.18 feet;

South 48° 35' 32" West a distance of 49.85 feet;

Along a curve to the left having a radius of 150.00 feet, an arc distance of 88.44 feet, a chord bearing of South 80° 32' 15" West, and a chord distance of 87.17 feet;

South 30° 32' 29" West a distance of 66.96 feet;

South 30° 32' 31" West a distance of 43.01 feet;

South 11° 51' 32" West a distance of 60.64 feet;

South 40° 54' 36" West a distance of 21.87 feet;

South 63° 36' 34" West a distance of 19.27 feet;

South 29° 04' 40" West a distance of 24.59 feet;

South 06° 16' 44" East a distance of 17.98 feet;

South 31° 04' 32" East a distance of 29.86 feet;

South 27° 53' 16" East a distance of 23.28 feet;

South 10° 12' 00" East a distance of 20.18 feet;

South 00° 17' 22" West a distance of 46.93 feet;

South 27° 49' 57" West a distance of 67.21 feet;

South 31° 03' 18" West a distance of 36.40 feet;

South 22° 58' 25" West a distance of 63.90 feet;

South 15° 59' 19" West a distance of 44.38 feet;

North 80° 32' 58" West a distance of 51.21 feet;

South 78° 51' 56" West a distance of 18.64 feet;

South 17° 03' 24" West a distance of 15.29 feet;

South 42° 51' 13" East a distance of 90.26 feet to the intersection of the said centerline of said Dural Lateral with the centerline of Dural Gulley, said centerline of Dural Gulley also defining the southern boundary of Edgewood Subdivision Phase III;

Thence meandering along the centerline of said Dural Gulley as follows:

North 37° 51' 31" East a distance of 29.08 feet;

North 51° 31' 48" East a distance of 36.23 feet;

North 55° 57' 39" East a distance of 63.16 feet;

Along a curve to the right having a radius of 82.18 feet, an arc distance of 115.96 feet, a chord bearing of South 83° 36' 53" East, and a chord distance of 106.58 feet;

South 43° 11' 24" East a distance of 168.91 feet;

Along a curve to the left having a radius of 86.07 feet, an arc distance of 167.13 feet, a chord bearing of North 81°21' 50" East, and a chord distance of 140.50 feet;

North 25° 48' 02" East a distance of 122.57 feet;

North 55° 15' 25" East a distance of 65.82 feet;

Thence South 76° 00' 26" East a distance of 45.10 feet along the southern boundary of Edgewood Subdivision Phase I;

Thence South 27° 16' 17" East a distance of 107.41 feet along the said southern boundary of Edgewood Subdivision Phase I;

Thence North 39° 53' 42" East a distance of 70.53 feet along the said southern boundary of Edgewood Subdivision Phase I;

Thence South 77° 05' 03" East a distance of 115.78 feet along the said southern boundary of Edgewood Subdivision Phase I;

Thence South 87° 38' 52" East a distance of 41.54 feet along the said southern boundary of Edgewood Subdivision Phase I to a point on the projection of the property line common to the Gustave Guidry Estate and the adjacent cemetery on the northwestern side of said estate;

Thence South 48° 44' 23" West along the projection of the property line common to the Gustave Guidry Estate and the adjacent cemetery on the northwestern side of said estate and along that common line to the southernmost corner of said cemetery property, a distance of 1044.89 feet;

Thence South 48° 20' 50" West along the property line common to the estates of Gustave Guidry & J. Otto Broussard a distance of 164.92 feet to the most westerly corner of said Gustave Guidry Estate;

Thence South 42° 50' 44" East along the property line common to the aforementioned estates a distance of 286.75 feet;

Thence South 55° 17' 56" West along the common line between the Henry W. Rimmer & J. Otto Broussard estates, the A. Baptiste & J. Otto Broussard estates, and a projection thereof traversing the property of the Gustave Guidry Estate a distance of 829.23 feet to a point on the western right of way line of LA Hwy 98;

Thence North 39° 52' 07" West along said right of way line a distance of 133.35 feet;

Thence South 26° 10' 07" West along the property line common to Thomas Charles and Preston Handy a distance of 378.63 feet to the eastern property line of Bren-Lynn Corporation;

Thence South 41° 07' 12" East along said eastern property line of Bren-Lynn Corporation a distance of 427.80 feet to the northern right of way line of Interstate Hwy 10;

Thence South 81° 07' 50" West, along said northern right of way line of Interstate Highway 10 a distance of 52.18 feet to a point as shown on the State of Louisiana Department of Highways Plans of Proposed State Highway - I-10-2 (9)80 & SU-217(2) (State Projects 450-04-11 and 207-07-10 Crowley-Rayne Highway Acadia Parish I-10 and Hwy 35) (bearings have been translated to the City of Rayne Official Map coordinate system);

Thence South 86° 26' 23" West, along said northern right of way line of Interstate Highway 10 a distance of 353.00 feet to a point as shown on said State of Louisiana Department of Highways Plans;

Thence North 89° 52' 10" West, along said northern right of way line of Interstate Highway 10 a distance of 1227.17 feet to a point of curvature as shown on said State of Louisiana Department of Highways Plans;

Thence along said northern right of way line of Interstate Highway 10, along a curve to the left with an arc distance of 539.09 feet, a radius of 11619.16 feet, a chord bearing of S 88° 48' 05" W, and a chord distance of 539.04 feet to a point of tangency as shown on said State of Louisiana Department of Highways Plans, said point also being marked on the ground by a Louisiana Department of Highway Right of Way monument, said point also being the southeast corner of a tract of land belonging to Wilco Pipeline Contractors, LLC as shown on plat of survey filed in the Acadia Parish Courthouse under Act No. 742497 on June 3, 2005 entitled "Plat of Survey for Robert Cline in Section 20, T-9-S, R-2-E, Acadia Parish, LA" dated August 30, 1982;

Thence N 0° 12' 39" W, along said east property line of Wilco Pipeline Contractors, LLC tract a distance of 460.05 feet to the centerline of a ditch as shown on said plat (bearings have been translated to the City of Rayne Official Map coordinate system);

Thence meandering along the centerline of said ditch as follows and as shown on said plat of survey (bearings have been translated to the City of Rayne Official Map coordinate system):

N 71° 55' 47" W, a distance of 151.16 feet (Note: In addition to the aforementioned bearing translation to the City of Rayne Official Map coordinate system, the call bearing S 71° 29' E and the call distance 150.65' as shown on said plat of survey were modified to close this boundary);

S 86° 34' 11" W, a distance of 225.32 feet;

S 51° 40' 21" W, a distance of 126.82 feet;

S 83° 28' 21" W, a distance of 233.34 feet;

N 13° 20' 39" W, a distance of 169.32 feet;

N 79° 25' 24" W, a distance of 315.75 feet;

S 72° 55' 21" W, a distance of 52.20 feet;

S 47° 20' 51" W, a distance of 216.79 feet to the northwest property corner of said Wilco Pipeline Contractors, LLC tract as shown on said plat of survey (bearings have been translated to the City of Rayne Official Map coordinate system);

Thence S 42° 14' 43" E, along the west property line of said Wilco Pipeline Contractors, LLC tract as shown on said plat of survey (bearings have been translated to the City of Rayne Official Map coordinate system) a distance of 637.76 feet to the southwest corner of said Wilco Pipeline Contractors, LLC tract, said point also being a point on the north right of way line of Interstate Highway 10, and said point also being marked on the ground by a Louisiana Department of Highway Right of Way monument;

Thence South 48° 02' 53" West, along said northern right of way line of Interstate Highway 10 a distance of 46.01 feet to a point on said northern right of way line of Interstate Highway 10 as shown on said State of Louisiana Department of Highways Plans;

Thence South 48° 02' 50" West, along said northern right of way line of Interstate Highway 10 a distance of 46.16 feet to a point of curvature as shown on said State of Louisiana Department of Highways Plans;

Thence along said northern right of way line of Interstate Highway 10, along a curve to the left with an arc distance of 3130.19 feet, a radius of 11609.16 feet, a chord bearing of South 75° 17' 11" West, and a chord distance of 3120.72 feet to a point of tangency as shown on said State of Louisiana Department of Highways Plans,

Thence South 67° 33' 43" West, along said northern right of way line of Interstate Highway 10, over and across the right of way of the West Jefferson Davis Road Overpass (Parish Road 6-10), and continuing along said northern right of way line of said Interstate Highway 10 a distance of 2836.09 feet to a point on said northern right of way line of Interstate Highway 10 as shown on said State of Louisiana Department of Highways Plans;

Thence South 22° 26' 17" East, traversing across the right of way of said Interstate Highway 10 a distance of 150.00 feet to a point on the centerline of said Interstate Highway 10, said point also being a quarter of a mile (1320 feet) from the intersection of said centerline of Interstate Highway 10 with the centerline of West Jefferson Davis Road (Parish Road 6-10);

Thence continuing South 22° 26' 17" East, traversing across the right of way of said Interstate Highway 10 a distance of 150.00 feet to a point on the southern right of way line of said Interstate Highway 10 as shown on said State of Louisiana Department of Highways Plans;

Thence North 67° 33' 43" East along said southern right of way line of Interstate Highway 10, over and across the right of way of the said West Jefferson Davis Road Overpass (Parish Road 6-10), and continuing along said southern right of way line of Interstate Highway 10 a distance of 2836.09 feet to a point of curvature as shown on said State of Louisiana Department of Highways Plans;

Thence along said southern right of way line of Interstate Highway 10, along a curve to the right with an arc distance of 3317.65 feet, a radius of 11309.16 feet, a chord bearing of North 75° 57' 58" East, and a chord distance of 3305.77 feet to a point of tangency as shown on said State of Louisiana Department of Highways Plans;

Thence North 84° 31' 17" East, along the southern right of way line of Interstate Highway 10 a distance of 30.83 feet to a point being the intersection of the southern right of way line of Interstate Highway 10 with the projection of the centerline of a public road (Lillian G. Pierce Drive, formerly Malvern Extension) as presently established;

Thence South 41° 57' 30" East along the said projection of the centerline of said public road right of way (Lillian G. Pierce Drive, formerly Malvern Extension) a distance of 572.39 feet to a point on the old northern boundary of the City;

Thence North 89° 12' 55" West along said old northern boundary of the City a distance of 89.16 feet to the old northwest corner of the City;

Thence South 00° 47' 04" West at right angles to the Southern Pacific Railroad a distance 2757.04 feet along the old western boundary of the City to a point on a projection of the northern boundary line of Block 155 of E. L. Chappuis Addition;

Thence North 89° 10' 15" West along said projection and along the northern boundary line of Block 155 of E.L. Chappuis Addition a distance of 291.07 feet;

Thence South 00° 49' 45" West along the western boundary line of said Block 155 a distance of 320.00 feet to a point on the southern boundary of said Block 155, also being on the northern right of way of Jefferson Davis Avenue;

Thence South 89° 10' 15" East along the southern boundary line of said Block 155 (northern right of way of Jefferson Davis Avenue) a distance of 291.32 feet to a point on the old western boundary of the City;

Thence South 00° 47' 04" West along the old western boundary of the City at right angles to the Southern Pacific Railroad a distance of 2322.96 feet to a point on the centerline of Southern Pacific Railroad (said point being located North 89° 12' 56" West a distance of 7920.00 feet from the POINT OF BEGINNING);

Thence South 00° 47' 04" West continuing along the old western boundary of the City at right angles to the Southern Pacific Railroad a distance of 3960.00 feet to the old southwest corner of the City;

Thence S 89° 12' 56" E along the original southern boundary of the City of Rayne, LA a distance of 199.78 feet to a point on the western boundary line of the currently proposed Gateway Subdivision;

Thence S 0° 03' 05" W along the said west boundary line of the currently proposed Gateway Subdivision a distance of 801.31' to the southwest corner of the currently proposed Gateway Subdivision;

Thence N 89° 41' 26" E along the said south boundary line of the currently proposed Gateway Subdivision a distance of 805.63' to the southeast corner of said proposed Gateway Subdivision, said point also being on the west boundary line of South Rayne Subdivision;

Thence S 00° 03' 25" W along the west boundary line of South Rayne Subdivision a distance of 526.92' to the southwestern-most corner of said South Rayne Subdivision, said point also being the northwest corner of a tract of land owned by Jem Partnership and E.G. Comeaux Trust No. 3;

Thence N 89° 54' 52" E along the southernmost boundary line of South Rayne Subdivision, said boundary line also being the north property line of said Jem Partnership and E.G. Comeaux Trust No. 3 tract a distance of 418.71' to the southeastern-most corner of South Rayne Subdivision, said corner also being a point and corner of said tract of land owned by Jem Partnership and E.G. Comeaux Trust No. 3, said point also being on the west property line of a tract of land owned by Leeward Gene Roy;

Thence N 00° 03' 26" E along the easternmost boundary line of South Rayne Subdivision a distance of 1077.49' to a point which is a corner of said South Rayne Subdivision, said point and corner also being the northwest property corner of a tract of land owned by Michael D. Cormier, Sr., said point and corner also being on the southern property line of a tract of land belonging to Russell Girard;

Thence S 89° 35' 46" W along the boundary line of South Rayne Subdivision a distance of 405.31' to a point which is a corner of said South Rayne Subdivision, said point and corner also being the southwest corner of a tract of land owned by Joseph L. Carrier and Linda F. Carrier;

Thence N 00° 52' 40" W along the boundary line of South Rayne Subdivision a distance of 237.49' to its intersection with the original southern boundary of the City of Rayne;

Thence South 89°12' 56" East along the old southern boundary of the City a distance of 1314.40 feet;

Thence South 00° 02' 34" West along the projection of and the western boundary line of Lot 15 of the Octave Comeaux Heirs a distance of 1721.61 feet;

Thence North 89° 51' 34" East along the southern boundary of Lots Numbers 1 through 12, Block E, Extension No. 1 to the Servat Addition a distance of 1389.73 feet to a point on the eastern right of way line of LA Hwy 35;

Thence South 00° 35' 30" East along said eastern right of way line of LA Hwy 35 a distance of 26.34 feet;.

Thence North 89° 51' 34" East along the southern property line of the Walter Borne tract a distance of 180.71 feet to the western boundary of Borne Subdivision;

Thence South 00° 35' 26" East along said western boundary of Borne Subdivision a distance of 297.70 feet to the southwest corner of said Borne Subdivision;

Thence North 89° 37' 34" East along the southern boundary of said subdivision a distance of 306.80 feet to the southeast corner of said subdivision;

thence North 00° 35' 26" West along the eastern boundary of said subdivision a distance of 505.27 feet to the northeast corner of said Borne Subdivision being the southern right of way line of East Betty Street;

Thence North 89° 51' 34" East along said southern right of way 1ine of East Betty Street a distance of 830.54 feet to the southeast corner of Babineaux Subdivision;

Thence North 01° 13' 28" West along the eastern boundary of said Babineaux Subdivision a distance of 58.50 feet to the northern right of way line of East Betty Street;

Thence North 89° 51' 34" East along the northern right of way of said East Betty Street a distance of 121.00 feet;

Thence following the arc of a curve to the right with a radius of 551.20 feet, the chord of which runs South 86° 10' 26" East a distance of 39.10 feet;

Thence continuing along said curve to the right the chord of which runs South 75° 09' 51" East a distance of 172.02 feet;

Thence North 07° 37' 35" East a distance of 106.60 feet;

Thence North 01° 17' 51" West a distance of 63.00 feet;

Thence South 87° 09' 21" West a distance of 181.70 feet;

Thence North 01° 13' 26" West a distance of 53.10 feet to a point located on the southern boundary of Marie P. Landry property;

Thence South 89° 51' 34" West along said southern boundary of Marie P. Landry property a distance of 160.00 feet to the eastern boundary of Babineaux Subdivision;

Thence North 01° 13' 26" West along said eastern boundary of Babineaux Subdivision a distance of 1112.40 feet to the southern boundary of the Gilbert LeBlanc Subdivision;

Thence South 89° 12' 56" East along the southern boundaries of said Gilbert Leblanc Subdivision and Juliet Heights Subdivision a distance of 422.60 feet to the southeast corner of said Juliet Heights Subdivision;

Thence North 00° 47' 04" East along the eastern boundary of said Juliet Heights Subdivision a distance of 159.24 feet to a point located on the old southern boundary of the City;

Thence South 89° 12' 56" East along said old southern boundary of the City a distance of 2489.49 feet to the old southeast corner of said City;

Thence North 00° 47' 04" East along the old eastern boundary of the City a distance of 3761.57 feet to the intersection of said corporate limits with the south right of way line of U.S. Highway 90, said intersection also being situated on a curve with a radius of 5780 feet;

Thence along the south right of way line of said U.S. Highway 90 along the remainder of said curve an arc distance of 119.33 feet, a radius of 5780 feet, a chord bearing of N 86° 54' 21" E, and a chord distance of 119.33 feet to a point of tangency;

Thence N 86° 18' 52" E along the south right of way line of said U.S. Highway 90 a distance of 110.27 feet to the northwest corner of a tract of land owned by David M. & Brenda C. Dooley (site of MB Industries, LLC), said tract of land being "Tract 3" as shown on a plat of survey filed in the Acadia Parish Courthouse under Act Number 695799 (Credit Sale) on February 6, 2002 and Act Number 695893 (Act of Correction) on February 8, 2002 entitled, "Plat of Survey Showing Property to be Acquired by David M. and Brenda C. Dooley, being 5.04 Acres Located in Section 27 T-9-S R-2-E, Acadia Parish, LA," by Ronald D. Sarver, dated December 26, 2001;

Thence S 03° 25' 46" E along the west property line of said "Tract 3" a distance of 419.33' to the southwest corner of said "Tract 3" (bearings have been translated to the City of Rayne Official Map coordinate system);

Thence N 86° 42' 15" E along the south property line of said "Tract 3" a distance of 164.17 feet to the northwest corner of a tract of land owned by David M. & Brenda C. Dooley (site of MB Industries, LLC), said tract of land being the "1.0 Acre Tract" as shown on a plat of survey filed in the Acadia Parish Courthouse under Act Number 695799 (Credit Sale) on February 6, 2002 and Act Number 695893 (Act of Correction) on February 8, 2002 entitled, "Plat of Survey Showing Property to be Acquired by David M. and Brenda C. Dooley, being 5.04 Acres Located in Section 27 T-9-S R-2-E, Acadia Parish, LA," by Ronald D. Sarver, dated December 26, 2001;

Thence S 00° 11' 11" W along the west property line of said "1.0 Acre Tract" a distance of 167.36 feet to the southwest property corner of said "1.0 Acre Tract" (bearings have been translated to the City of Rayne Official Map coordinate system);

Thence N 86° 42' 17" E along the south property line of said "1.0 Acre Tract" a distance of 266.04 feet to the southeast property corner of said "1.0 Acre Tract" (bearings have been translated to the City of Rayne's Official Map coordinate system);

Thence N 3° 25' 46" W along the east property line of said "1.0 Acre Tract" and along the east property line of a tract of land owned by David M. & Brenda C. Dooley (site of MB Industries, LLC), said tract being "Tract 2" as shown on a plat of survey filed in the Acadia Parish Courthouse under Act Number 695799 (Credit Sale) on February 6, 2002 and Act Number 695893 (Act of Correction) on February 8, 2002 entitled, "Plat of Survey Showing Property to be Acquired by David M. and Brenda C. Dooley, being 5.04 Acres Located in Section 27 T-9-S R-2-E, Acadia Parish, LA," by Ronald D. Sarver, dated December 26, 2001, a distance of 404.05 feet to the southwest corner of a tract of land owned by FJG Properties, Inc. (site of MB Industries, LLC), said tract of land being 0.44 acres as described in a Cash Sale filed in the Acadia Parish Courthouse under Act Number 655264 on November 24 ^th , 1998, said tract of land being graphically depicted as "Tract 1" as shown on a plat of survey filed in the Acadia Parish Courthouse under Act Number 695799 (Credit Sale) on February 6, 2002 and Act Number 695893 (Act of Correction) on February 8, 2002 entitled, "Plat of Survey Showing Property to be Acquired by David M. and Brenda C. Dooley, being 5.04 Acres Located in Section 27 T-9-S R-2-E, Acadia Parish, LA," by Ronald D. Sarver, dated December 26, 2001;

Thence N 89° 35' 14" E along the south property line of said "Tract 1" a distance of 104.25 feet as shown on said plat of survey (104.2 feet as described in said Cash Sale) to the southeast property corner of said "Tract 1" (bearings have been translated to the City of Rayne's Official Map coordinate system);

Thence N 03° 25' 46" W along the east property line of said "Tract 1" a distance of 150.57 feet as shown on said plat of survey (150.6 feet as described in said Cash Sale) to a point (bearings have been translated to the City of Rayne's Official Map coordinate system);

Thence N 41° 55' 14" E continuing along the east property line of said "Tract 1" a distance of 42.46 feet as shown on said plat of survey (42.5 feet as described in said Cash Sale) to the northeast property corner of said "Tract 1" (bearings have been translated to the City of Rayne's Official Map coordinate system), said point also being on the south right of way line of U.S. Highway 90, said point also being situated on a curve with a radius of 5680 feet,

Thence along the south right of way line of U.S. Highway 90 along the remainder of said curve an arc distance of 90.66 feet, a radius of 5680 feet, a chord bearing of S 89° 41' 02" E, and a chord distance of 90.66 feet to a point of tangency;

Thence S 89° 13' 36" E along the south right of way line of U.S. Highway 90 a distance of 2132.35 feet to its intersection with the west right of way line of Leroy Breaux Road;

Thence continuing S 89° 13' 36" E along a projection of the south right of way line of U.S. Highway 90 over and across the right of way of Leroy Breaux Road a distance of 60 feet to its intersection with the east right of way line of Leroy Breaux Road;

Thence N 00° 46' 24" E along a projection of the east right of way line of Leroy Breaux Road over and across the right of way of U.S. Highway 90 a distance of 100' to the north right of way line of U.S. Highway 90;

Thence N 89° 13' 36" W along the north right of way line of U.S. Highway 90 a distance of 2192.35 feet to a point of curvature;

Thence continuing along the north right of way line of U.S. Highway 90 along a curve to the left an arc distance of 449.82 feet, a radius of 5780 feet, a chord bearing of S 88° 32' 38" W, and a chord distance of 449.70 feet to a point of tangency;

Thence S 86° 18' 52" W along the north right of way line of U.S. Highway 90 a distance of 313.04 feet to a point of curvature;

Thence continuing along the north right of way line of U.S. Highway 90 along a curve to the right an arc distance of 111.52 feet, a radius of 5680 feet, a chord bearing of S 86° 52' 37" W, and a chord distance of 111.52 feet to the old eastern boundary of the City;

Thence North 00° 47' 04" East along the old eastern boundary of the City a distance of 98.26 feet to THE POINT OF BEGINNING.

(Code 1958, § 2-1; Ord. No. 989, § 1, 7-14-03; Ord. No. 996, 1-12-04; Ord. No. 997, 2-10-04; Ord. No. 1000, 5-5-04; Ord. No. 1009, § 3(Atts. A, B), 6-13-05; Ord. No. 1014, § 1(Att. B), 11-14-05; Ord. No. 1017, § 1(Att. B), 6-12-06; Ord. No. 1044, § 4(Exh. A), 5-10-10; Ord. No. 1059, § 3, 6-13-11; Ord. No. 1084, § 3, 8-10-15)