FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart. B. Delivery is deemed complete as follows: i. When delivered if delivered personally or sent by express courier service; ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested; iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “read receipt” does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by the Bellevue Independent School District Board of Trustees on April 14, 2022 to receive public input on a proposal to create a Reinvestment Zone for appraised value limitation on certain property located within Clay County, Texas. The legal description of the reinvestment zone is as follows: THE XXXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, XXX X. XXXXXX SURVEY, ABSTRACT NO. 783, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery X. Xxxxxxxx is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “read receipt” does not constitute acknowledgment of an e-mail for delivery purposes). Xxxxxxxxxxxx 1158 33.2 A-3 AB AND M 21 Xxxxxxxxxxxx 1210 665 A-38 BBB AND C 19 -TLC- Xxxxxxxxxxxx 1211 486 A-39 BBB AND C 29 Xxxxxxxxxxxx 1212 640 A-40 BBB AND C33 CR432 Xxxxxxxxxxxx 1213 640 A-41 BBB AND C35 Xxxxxxxxxxxx 1214 320 A-42 BBB AND C37 Xxxxxxxxxxxx 1215 120 A-42 BBB AND C 37 Xxxxxxxxxxxx 1216 197 A-42 BBB AND C37 Xxxxxxxxxxxx 1217 3 A-42 BBB AND C37 Xxxxxxxxxxxx 1218 647.2 A-43 BBB AND C39 Xxxxxxxxxxxx 1219 374.4 A-44 BBB AND C41 -TLC- Xxxxxxxxxxxx 1220 645.5 A-45 BBB AND C43 -TLC- Xxxxxxxxxxxx 1221 641.3 A-46 BBB AND C45 -TLC- Xxxxxxxxxxxx 1222 164.9 A-47 BBB AND C47 -TLC- Xxxxxxxxxxxx 1223 646.9 A-48 BBB AND C49 Xxxxxxxxxxxx 1224 640 A-49 BBB AND C 51 Xxxxxxxxxxxx 1225 640 A-50 BBB AND C 53 Xxxxxxxxxxxx 1226 640 A-51 BBB AND C 55 Xxxxxxxxxxxx 1227 640 A-52 BBB AND C 57 COFFEE Xxxxxxxxxxxx 1228 640 A-53 BBB AND C 59 COMMANCHE CREST Xxxxxxxxxxxx 1229 640 A-54 BBB AND C 61 COMMANCH E CREST RANCH Xxxxxxxxxxxx 1230 661.7 A-55 BBB AND C 63 Xxxxxxxxxxxx 1230 661.7 A-55 BBB AND C 63 Xxxxxxxxxxxx 1231 267 A-56 BBB AND C65 -TLC- Xxxxxxxxxxxx 1232 648.1 A-57 BBB AND C 67 -TLC- Xxxxxxxxxxxx 1233 651.5 A-58 BBB AND C 69 -TLC- Xxxxxxxxxxxx 1237 97.1 A-61 BBBANDC75 -TLC- Xxxxxxxxxxxx 1238 647.6 A-62 BBB AND C 77 -TLC- Xxxxxxxxxxxx 1239 645.3 A-63 BBB AND C 79 -TLC- Xxxxxxxxxxxx 1240 431.8 A-64 BBB AND C 81 -TLC- Xxxxxxxxxxxx 1241 640 A-65 BBB AND C 83 COMMANCHE CREST RANCH Xxxxxxxxxxxx 1242 640 A-66 BBB AND CRR 85 COMMANCHE CREST RANCH Xxxxxxxxxxxx 1243 640 A-67 BBB AND C 87 Xxxxxxxxxxxx 1246 640 A-69 BBB AND C 91 COMMANCHE CREST RANCH Xxxxxxxxxxxx 1247 640 A-70 BBB AND C 93 COMMANCHE CREST RANCH Xxxxxxxxxxxx 1248 643.3 A-71 BBB AND C 95 -TLC- Xxxxxxxxxxxx 1249 645 A-72 BBB AND C 97 -TLC- Xxxxxxxxxxxx 1250 642.7 A-73 BBB AND C 99 -TLC- Xxxxxxxxxxxx 1252 152 A-74 BBB AND C 101 -TLC- Xxxxxxxxxxxx 1259 620.2 A-80 BBB AND C 113 -TLC- Xxxxxxxxxxxx 1260 646.4 A-81 BBBANDC115 -TLC- Xxxxxxxxxxxx 1261 2 A-81 BBB AND C 115 #NAME? Xxxxxxxxxxxx 1262 649.7 A-82 BBB AND C 117 -TLC- Xxxxxxxxxxxx 1263 640 A-83 BBB AND C 119 COMMANCHE CREST RANCH Xxxxxxxxxxxx 1264 640 A-84 BBB AND C 121 COMMANCH E CREST RANCH Xxxxxxxxxxxx 1276 643 A-89 BBB AND C 131 -TLC- Xxxxxxxxxxxx 1278 293 A-90 BBB ANDC 133 -TLC- Xxxxxxxxxxxx 1279 10 A-90 BBB AND C 133 IMPROVEMENT- XXXXXXXXX Xxxxxxxxxxxx 1290 36 A-100 BBB AND C 153 -TLC- Xxxxxxxxxxxx 1292 449 A-101 BBBANDC 155 -TLC- Xxxxxxxxxxxx 2612 320 A-888 ABANDM 10 XXXXXXXX W/2 Xxxxxxxxxxxx 2614 160 A-893 BBB AND C 56 SW/4 XXXXXX Xxxxxxxxxxxx 2618 320 A-896 BBBANDC32 N/2 Xxxxxxxxxxxx 2621 645 A-900 BBBANDC 116 XXXXXX X XXXX Xxxxxxxxxxxx 2639 515.9 A-910 XX XXXXXXX 132 -TLC- Xxxxxxxxxxxx 2666 607.83 A-930 GCAND SF 5 -TLC- Xxxxxxxxxxxx 2774 640 A-1002 BBB AND C90 XXXXXXXX Xxxxxxxxxxxx 2778 640 A-1004 BBB AND C 122 XX XXXXXXXX Xxxxxxxxxxxx 2793 658.1 A-1013 BBB AND C44 XXXXXX XXXXXXXX Xxxxxxxxxxxx 2797 162.5 A-1016 BBB AND C 112 L RHOMBERG Xxxxxxxxxxxx 2800 608.2 A-1018 BBB AND C76 XX XXXXXXXX Xxxxxxxxxxxx 2802 460.4 A-1019 BBB AND C70 XX XXXXXXXX Xxxxxxxxxxxx 2864 247.5 A-1044 X X XXXXXXXX 26 Xxxxxxxxxxxx 2865 260.5 A-1044 D CCAMPBELL 26 Xxxxxxxxxxxx 2866 490 A-1045 BBB AND C28 Xxxxxxxxxxxx 2867 481 A-1046 BBB AND C30 E PT XXXXXXXX Xxxxxxxxxxxx 2868 640 A-1047 BBB AND C34 Xxxxxxxxxxxx 2872 640 A-1050 BBB AND C36 Xxxxxxxxxxxx 2873 640 A-1051 BBB AND C52 Xxxxxxxxxxxx 2874 640 A-1052 BBB AND C54 Xxxxxxxxxxxx 2875 640 A-1053 BBB AND C58 XXXXXXXX Xxxxxxxxxxxx 2876 640 A-1054 A public hearing was conducted by the Bellevue Independent School District Board of Trustees on April 14, 2022 to receive public input on a proposal to create a Reinvestment Zone for appraised value limitation on certain property located within Clay County, Texas. The legal description of the reinvestment zone is as follows: THE XXXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, XXX X. N JEFFERIES 60 XXXXXX SURVEY, ABSTRACT NO. 783, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE X. X XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 Xxxxxxxxxxxx 2877 640 A-1055 A N JEFFERIES 62 COMMANCHE CREST RANCH Xxxxxxxxxxxx 2879 645.9 A-1057 BBB AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX C130 XX XXXX Xxxxxxxxxxxx 2881 140.2 A-1059 BBB AND C22 JAMATTHEWS Xxxxxxxxxxxx 2882 656.2 A-1060 BBB AND C64 JAMATTHEWS Xxxxxxxxxxxx 2890 640 A-1063 BF MERRY 84 BBB AND C COMMANCHE CREST RANCH Xxxxxxxxxxxx 2891 640 A-1064 BF MERRY 92 BBB AND C COMMANCHE CREST RANCH Xxxxxxxxxxxx 2892 640 A-1065 BF MERRY 94 BBB AND C COMMANCHE CREST RANCH Xxxxxxxxxxxx 2893 640 A-1066 B F MERRY 118 BBC COMMANCHE CREST RANCH Xxxxxxxxxxxx 2894 640 A-1067 BF MERRY 120 BB AND C COMMANCHE CREST RANCH Xxxxxxxxxxxx 2910 653 A-1071 BBBANDC66 XX XXXXX Xxxxxxxxxxxx 2911 7.2 A-1072 BBB AND C48 X X XXXXX Xxxxxxxxxxxx 2912 649.9 A-1073 BBB AND C40 XX XXXXX Xxxxxxxxxxxx 2913 647 A-1074 BBB AND C50 XX XXXXX Xxxxxxxxxxxx 2913 647 A-1074 BBB AND C50 XX XXXXX Xxxxxxxxxxxx 2928 640 A-1089 BF MERRY 86 BBB AND C COMMANCHE CREST RANCH Xxxxxxxxxxxx 2932 640 A-1092 AB AND M 22 X X XXXXXXXX Xxxxxxxxxxxx 2943 269.5 A-1101 XX XXXXXXXX 154 -TLC- Xxxxxxxxxxxx 2976 330 A-1120 BBB AND C38 S/2 XXXX XXXXX Xxxxxxxxxxxx 2976 330 A-1120 BBB AND C38 S/2 XXXX XXXXX Xxxxxxxxxxxx 2986 647.4 A-1124 X X XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. 42 -TLC- Xxxxxxxxxxxx 2989 489.3 A-1126 X X XXXXXX 46 -TLC- Xxxxxxxxxxxx 2990 645.1 A-1127 X X XXXXXX 78 -TLC- Xxxxxxxxxxxx 2991 648.3 A-1128 X X XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL 114 -TLC- Xxxxxxxxxxxx 3016 618.4 A-1142 XXXX XXXXXX , 100 -TLC- Xxxxxxxxxxxx 3054 148.3 A-1165 XX XXXXXX 18 -TLC- Xxxxxxxxxxxx 3089 321.9 A-1198 X X XXXXX 00x00'00" 38 N/2 Xxxxxxxxxxxx 3099 173.5 A-1209 XX XXXXXX 134 -TLC- Xxxxxxxxxxxx 3107 56.7 A-1213 X XXXXXXXX N PT Xxxxxxxxxxxx 3114 80 A-1219 W BHARDIN 2 Xxxxxxxxxxxx 3130 642 A-1231 AF MORRIS98 -TLC- Xxxxxxxxxxxx 3131 643.8 A-1232 XX XXXXXX 68 -TLC- Xxxxxxxxxxxx 3132 480 A-1233 XX XXXXXX 20 -TLC- Xxxxxxxxxxxx 3143 643 A-1237 XX XXXXXXX 96 -TLC- Xxxxxxxxxxxx 3144 196.5 A-1238 XX XXXXXXX 82 -TLC- Xxxxxxxxxxxx 3145 550.3 A-1239 XX XXXXXXX 80 -TLC- Xxxxxxxxxxxx 3152 183.6 A-1245 XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY X XXXXX 6 -TLC- Xxxxxxxxxxxx 3162 279.6 A-1254 RM IRICK8 -TLC- Xxxxxxxxxxxx 3233 476.5 A-1326 BBB AND THE NORTH LINE OF SAID X. X. C 21 -TLC- Xxxxxxxxxxxx 3234 471.7 A-1327 BBB AND C 23 Xxxxxxxxxxxx 3235 81.41 A-1328 BBB AND C25 Xxxxxxxxxxxx 3237 495 A-1329 BBB AND C 27 Xxxxxxxxxxxx 3238 475 A-1330 BBB AND C31 E PT Xxxxxxxxxxxx 3239 469 A-1331 CANDM RRl E PT Xxxxxxxxxxxx 3274 480 A-1364 BBB AND C56 E/2 COFFEE Xxxxxxxxxxxx 3275 320 A-1365 BBB AND C32 S/2 Xxxxxxxxxxxx 3310 1 A-1398 210 XXXXXXXXXX E/2 AB AND M Xxxxxxxxxxxx 3311 319 A-1398 AB AND M 10 E/2 X X XXXXXXXXXX Xxxxxxxxxxxx 3343 63 A-1416 CANDM 2 E PT XXXXXXXXXX Xxxxxxxxxxxx 40973 274.3 A-44 BBB AND C41 Xxxxxxxxxxxx 40974 476.4 A-47 BBB AND C47 Xxxxxxxxxxxx 40975 387 A-56 BBB AND C 65 Xxxxxxxxxxxx 40976 225.8 A-64 BBB AND C81 Xxxxxxxxxxxx 40977 4 A-71 BBB AND C 95 Throckmorton 40977 4 A-71 XXXXXXX00 Xxxxxxxxxxxx 40978 334.4 A-1059 BBB AND C22 JAMATTHEWS Xxxxxxxxxxxx 40979 467.1 A-1061 BBB AND C24 Xxxxxxxxxxxx 40980 635.8 A-1072 BBB AND C48 X X XXXXX Xxxxxxxxxxxx 40983 152 A-1126 X X XXXXXX 46 Xxxxxxxxxxxx 40984 456 A-1238 X X XXXXXXX SURVEY, ABSTRACT NO. 1140, 82 Xxxxxxxxxxxx 40984 456 A-1238 X X XXXXXXX 82 Xxxxxxxxxxxx 40985 99.5 A-1239 X X XXXXXXX 80 Xxxxxxxxxxxx 40986 391.1 A-1328 BBB AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.CC25
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- e-mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery X. Xxxxxxxx is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “"read receipt” " does not constitute acknowledgment of an e-mail for delivery purposes). [signatures follow on next page] A4800 X X XXXXXXX BLK T, TRACT SW/4 SECTION 1 A5400 XXXXXXX XXXX, XXXXX XXXXXXX 000, XXXXX X0000 XXXXXXX XXXX, XXXXX XXXXXXX 000, XXXXX X0000 X X XXXXXXX BLK T, TRACT W/2 SECTION 37 A4800 X X XXXXXXX BLK T, TRACT E/2 OF NE/4 SE A4800 X X XXXXXXX BLK T, TRACT NW/4 SECTION 3 A4800 X X XXXXXXX BLK T, TRACT N/2 SECTION 35 A4800 X X XXXXXXX BLK T, TRACT OUT OF SW/COR A4800 X X XXXXXXX BLK T, TRACT S/2 SECTION 25 A4800 X X XXXXXXX BLK T, TRACT OUT OF SW/4 SE A4800 X X XXXXXXX BLK T, TRACT N/PT XX XX/0 X XXXXXXXX, XXXXX 00, XXX 0 X0000 A public hearing was conducted by XXXXXX, LEAGUE 637, LABOR 19, ACRES 1 A2000 A XXXXXX, LEAGUE 637, LABOR 18, ACRES 1 A2000 A XXXXXX, LEAGUE 652, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 652, TRACTS 9-10 & N/2 A2000 A XXXXXX, LEAGUE 652, TRACTS 7-8 OUT OF A2000 A XXXXXX, LEAGUE 652, TRACTS 5-6 OUT OF A2000 A XXXXXX, LEAGUE 652, TRACTS 2-4 OUT OF A2000 A XXXXXX, LEAGUE 000, XXXXX #0 XXX XX X X0000 A XXXXXX, LEAGUE 652, LABOR 10 LESS THE A2000 A XXXXXX, LEAGUE 652, SE/CORNER LABOR 1 A2000 A XXXXXX, LEAGUE 652, TRACT OUT OF SE/C A2000 A XXXXXX, LEAGUE 652, SE/COR LABOR 20, A2000 A XXXXXX, LEAGUE 657, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 657, E/PT LABOR 8, ACR A2000 A XXXXXX, LEAGUE 657, LABOR 10, ACRES 1 A2000 A XXXXXX, LEAGUE 657, LABOR 10, ACRES 1 A2000 A XXXXXX, LEAGUE 657, TRACT OUT OF N/2 A2000 A XXXXXX, TRACT LEAGUE 657, N/2 LABOR 1 A2000 A XXXXXX, LEAGUE 657, S/2 LABOR 11, ACR A2000 A XXXXXX, LEAGUE 657, TRACT OUT OF NE/C A2000 A XXXXXX, LEAGUE 657, PT LABOR 13, ACRE A2000 A XXXXXX, LEAGUE 657, PT LABOR 13, ACRE A2000 A XXXXXX, LEAGUE 657, TRACT OUT OF LABO FIELDTON, BLOCK 8, XXX 0-0 XXXXXXXX, XXXXX 00, S/29.05' OF E/77.49' XXX X0000 X X XXXXXXX BLK T, TRACT NE/4 SECTION 1 A4800 X X XXXXXXX BLK T, TRACT NW/4 SECTION 3 A4800 X X XXXXXXX BLK T, TRACT NW/4 SECTION 2 A5400 ELLWOOD SUBD, TRACT 174, ACRES 92.2 A2000 A XXXXXX, LEAGUE 657, LABOR 4, ACRES 19 A2000 A XXXXXX, LEAGUE 652, LABOR 12, ACRES 1 A2000 A XXXXXX, LEAGUE 652, E/2 LABOR 1, ACRE A2000 A XXXXXX, LEAGUE 642, S/PT LABOR 15, AC A2000 A XXXXXX, LEAGUE 642, N/PT LABOR 6, ACR A2000 A XXXXXX, LEAGUE 671, E/2 LABOR 3, ACRE A2000 A XXXXXX, LEAGUE 671, LABOR 4, ACRES 19 A2000 A XXXXXX, LEAGUE 642, LABOR 00, XXXXX 0 XXXXXXXX, XXXXX 12, XXX 0-0 XXXXXXXX, XXXXX 00, XX/XXX 00 & ALL XXXX 00-0 XXXXXXXX, XXXXX 00, XXX 0-0 XXXXXXXX, XXXXX 11, XXX 00-00 XXXXXXXX, XXXXX 00, E/90' XXXX 0-0 XXXXXXXX, XXXXX 00, W/50' XXXX 0-0 XXXXXXXX, XXXXX 00, XXX 00 XXXXXXXX, XXXXX 10, XXX 00 XXXXXXXX, XXXXX 0, XXX 0 XXXXXXXX, XXXXX 10, XXX 00-00 XXXXXXXX, XXXXX 0, XXX 0-0 XXXXXXXX, XXXXX 14, S/15' XXX 0 & XXX XXXX 0- XXXXXXXX, XXXXX 14, XXXX 0-0 & X/00' XXX 0 XXXXXXXX, XXXXX 11, XXX 0-00, XX/XXXXXX XXX 0 XXXXXXXX, XXXXX 11, XXX 0-0 XXXXXXXX, XXXXX 00, XXX 0 XXXXXXXX, XXXXX 10, XXX 00-00 XXXXXXXX, XXXXX 00, XXX 0-0 XXXXXXXX, XXXXX 00, XXX 0-0 XXXXXXXX, XXXXX 7, XXX 0-00 & XXXXXX XXXXXX 0 XXXXXXXX, XXXXX 7, XXX 0-0 XXXXXXXX, XXXXX 0, XXX 0-00 XXXXXXXX, XXXXX 4, LOT 1-12 A2000 A XXXXXX, LEAGUE 642, LABOR 2,ACRES 177 A2000 A XXXXXX, LEAGUE 636, LABOR 21, ACRES 1 A2000 A XXXXXX, LEAGUE 637, TRACT OUT OF N/CO A2000 A XXXXXX, LEAGUE 637, N/PT LABOR 24, AC FIELDTON, BLOCK 11, XXX 0-00, XX/XXXXXX XXX 0 XXXXXXXX, XXXXX 4, LOT 1-12 A4800 X X XXXXXXX BLK T, TRACT SE/4 SECTION 2 A4800 X X XXXXXXX BLK T, SE/4 XXXXXXX 00, XXX X0000 X X XXXXXXX BLK T, TRACT OUT OF SE/4 SE A4800 X X XXXXXXX BLK T, TRACT SE/4 SECTION 1 A4800 X X XXXXXXX BLK T, TRACT OUT OF SW/4 SE A2000 A XXXXXX, LEAGUE 642, TRACT OUT OF SE/P A2000 A XXXXXX, LEAGUE 642, LABOR 1, ACRES 17 A2000 A XXXXXX, LEAGUE 642, TRACT OUT OF LABO A4800 X X XXXXXXX BLK T, TR OUT OF S/PT OF SW A4800 X X XXXXXXX BLK T, TRACT SE/4 SECTION 3 A4800 X X XXXXXXX BLK T, TRACT NE/4 SECTION 2 A4800 X X XXXXXXX BLK T, TRACT SE/COR OF SE/4 A2000 A XXXXXX, LEAGUE 652, E/2 LABOR 23, ACR A2000 A XXXXXX, LEAGUE 652, W/2 LABOR 23, ACR A2000 A XXXXXX, LEAGUE 652, LABOR 24, ACRES 2 A2000 A XXXXXX, LEAGUE 652, LABOR 18, ACRES 1 A2000 A XXXXXX, LEAGUE 652, LABOR 17, ACRES 1 A2000 A XXXXXX, LEAGUE 651, E/PT LABOR 20, AC A2000 A XXXXXX, LEAGUE 651, W/PT LABOR 20, AC A2000 A XXXXXX, LEAGUE 652, LABOR 13, ACRES 1 A2000 A XXXXXX, LEAGUE 652, LABOR 14, ACRES 1 A2000 A XXXXXX, LEAGUE 651, LABOR 11, ACRES 1 A2000 A XXXXXX, LEAGUE 652, LABOR 7-8, ACRES A2000 A XXXXXX, LEAGUE 651, LABOR 10, ACRES 1 A2000 A XXXXXX, LEAGUE 652, W/2 LABOR 1, ACRE A2000 A XXXXXX, LEAGUE 642, LABOR 23, ACRES 1 A2000 A XXXXXX, TRACT LEAGUE 642, LABOR 24, A A2000 A XXXXXX, LEAGUE 642, E/PT OF E/100 AC A2000 A XXXXXX, LEAGUE 642, W/PT OF E/100 AC A2000 A XXXXXX, LEAGUE 657, PT/LABORS 7-8, AC A2000 A XXXXXX, LEAGUE 642, LABOR 19 (LESS XX X0000 A XXXXXX, LEAGUE 642, LABOR 18, ACRES 1 A2000 A XXXXXX, LEAGUE 642, LABOR 17, ACRES 1 A2000 A XXXXXX, LEAGUE 643, LABOR 20, ACRES 1 A2000 A XXXXXX, LEAGUE 642, LABOR 12, ACRES 1 A2000 A XXXXXX, LEAGUE 642, LABOR 13, ACRES 1 A2000 A XXXXXX, LEAGUE 642, LABOR 14, ACRES 1 A2000 A XXXXXX, LEAGUE 643, LABOR 11, ACRES 1 A2000 A XXXXXX, LEAGUE 642, LABOR 9, ACRES 17 A2000 A XXXXXX, LEAGUE 642, LABOR 8, ACRES 17 A2000 A XXXXXX, LEAGUE 642, LABOR 7, ACRES 17 A2000 A XXXXXX, LEAGUE 643, LABOR 10, ACRES 1 A2000 A XXXXXX, LEAGUE 642, LABOR 3, ACRES 17 A2000 A XXXXXX, LEAGUE 642, E/PT LABOR 19, AC A2000 A XXXXXX, LEAGUE 652, S/2 TRACT 11 & AL A2000 A XXXXXX, LEAGUE 652, LABOR 20, ACRES 1 A2000 A XXXXXX, LEAGUE 657, W/PT LABOR 7, ACR A2000 A XXXXXX, LEAGUE 657, LABOR 21, ACRES 1 A2000 A XXXXXX, LEAGUE 657, LABOR 22, ACRES 1 A2000 A XXXXXX, LEAGUE 657, LABORS 23-24, ACR A2000 A XXXXXX, LEAGUE 666, N/2 LABOR 20, ACR A2000 A XXXXXX, LEAGUE 666, LABOR 17, ACRES 1 A2000 A XXXXXX, LEAGUE 666, LABOR 12, ACRES 1 A2000 A XXXXXX, LEAGUE 666, LABOR 13, ACRES 1 A2000 A XXXXXX, LEAGUE 666, LABOR 9, ACRES 17 A2000 A XXXXXX, LEAGUE 666, W/2 LABOR 8, ACRE A2000 A XXXXXX, LEAGUE 666, E/PT LABOR 7, ACR A2000 A XXXXXX, LEAGUE 666, W/PT LABOR 7, ACR A2000 A XXXXXX, LEAGUE 666, TRACT OUT OF SW/P A2000 A XXXXXX, LEAGUE 643, LABOR 21, ACRES 1 A2000 A XXXXXX, LEAGUE 666, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 666, W/2 LABOR 18, ACR A2000 A XXXXXX, LEAGUE 666, TRACT OUT OF XX/X X0000 A XXXXXX, LEAGUE 666, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 666, LABOR 21 (LESS 50 A2000 A XXXXXX, LEAGUE 657, LABOR 19, ACRES 1 A2000 A XXXXXX, LEAGUE 657, LABOR 18, ACRES 1 A2000 A XXXXXX, TRACT LEAGUE 657, E/2 LABOR 1 A2000 A XXXXXX, LEAGUE 657, W/2 LABOR 17, ACR A2000 A XXXXXX, LEAGUE 657, LABOR 16, ACRES 1 A2000 A XXXXXX, LEAGUE 657, LABOR 12, ACRES 1 A2000 A XXXXXX, LEAGUE 687, LABOR 10, ACRES 1 A2000 A XXXXXX, LEAGUE 671, TRACT OUT OF E/2 A2000 A XXXXXX, LEAGUE 671, LABOR 7, ACRES 17 A2000 A XXXXXX, LEAGUE 671, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 671, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 671, LABOR 19, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 12, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 9, ACRES 17 A2000 A XXXXXX, LEAGUE 666, E/2 LABOR 22, ACR A2000 A XXXXXX, LEAGUE 666, W/2 LABOR 22, ACR A2000 A XXXXXX, LEAGUE 666, S/PT LABOR 20, AC A2000 A XXXXXX, LEAGUE 666, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 666, LABOR 11, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 18, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 17, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 13, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 14, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 8, ACRES 17 A2000 A XXXXXX, LEAGUE 671, LABOR 22, ACRES 1 A2000 A XXXXXX, LEAGUE 642, TRACT OUT OF SE/C A2000 A XXXXXX, LEAGUE 642, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 642, TRACT OUT OF E/PT A2000 A XXXXXX, LEAGUE 643, TRACT OUT OF LABO A2000 A XXXXXX, LEAGUE 657, LABOR 9, ACRES 17 A2000 A XXXXXX, LEAGUE 666, SE/CORNER LABOR 4 A2000 A XXXXXX, LEAGUE 666, SE/COR LABOR 10, A2000 A XXXXXX, LEAGUE 666, LABOR 10, ACRES 1 A2000 A XXXXXX, LEAGUE 666, LABOR 14, ACRES 1 A2000 A XXXXXX, LEAGUE 666, TRACT OUT OF N/PT A2000 A XXXXXX, LEAGUE 666, E/PT LABOR 16, AC A2000 A XXXXXX, LEAGUE 666, E/2 LABOR 18, ACR A2000 A XXXXXX, LEAGUE 666, PT/NW/CORNER LABO A2000 A XXXXXX, LEAGUE 666, LABOR 23, ACRES 1 A2000 A XXXXXX, LEAGUE 666, LABOR 24, ACRES 1 A2000 A XXXXXX, LEAGUE 666, LABOR 24, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 11, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 20, ACRES 1 A2000 A XXXXXX, LEAGUE 000, XX XXXXXX XX XXXX X0000 X X XXXXXXX BLK T, TRACT SE/4 SECTION 3 A4800 X X XXXXXXX BLK T, TRACT S/PT OF NE/4 A2000 A XXXXXX, LEAGUE 671, LABOR 23, ACRES 1 A2000 A XXXXXX, LEAGUE 642, LABOR 11 LESS SE/ A2000 A XXXXXX, LEAGUE 652, LABOR 9, ACRES 17 A2000 A XXXXXX, LEAGUE 652, LABOR 00, XXXXX 0 XXXXXXXX, XXXXX 2, LOT 7-18 A4800 X X XXXXXXX BLK T, TRACT S/2 SECTION 12 A2000 A XXXXXX, LEAGUE 642, LABOR 5, ACRES 19 A2000 A XXXXXX, LEAGUE 637, W/2 LABOR 00, XXX XXXXXXXX, XXXXX 3, LOT 1-18 A4800 X X XXXXXXX BLK T, TRACT S/2 SECTION 24 A4800 X X XXXXXXX BLK T, TRACT NE/4 SECTION 2 A4800 X X XXXXXXX BLK T, NW/4 XXXXXXX 00, XXX X0000 X X XXXXXXX BLK T, TRACT SW/4 SECTION 1 A4800 X X XXXXXXX BLK T, TRACT NW/4 SECTION 1 A4800 X X XXXXXXX BLK T, TRACT E/PT OF NW/4 S A4800 X X XXXXXXX BLK T, SW/4 XXXXXXX 00, XXX X0000 ELLWOOD SUBD, SECTION 178, ACRES 181.0 A5400 ELLWOOD SUBD, TRACT 175, ACRES 101.3 A5400 XXXXXXX XXXX, XXXXX XXXXXXX 000, XXXXX X0000 X X XXXXXXX BLK T, TRACT S/2 SECTION 36 A4800 X X XXXXXXX BLK T, TRACT W/2 OF NE/4 SE A4800 X X XXXXXXX BLK T, TRACT SW/4 SECTION 3 A4800 X X XXXXXXX BLK T, TRACT SW/4 SECTION 3 A4800 X X XXXXXXX BLK T, TRACT OUT OF NW/4 SE A2000 A XXXXXX, LEAGUE 657, LABORS 1-2, ACRES A2000 A XXXXXX, LEAGUE 652, LABOR 21, ACRES 2 A2000 A XXXXXX, LEAGUE 652, LABOR 25, ACRES 2 A2000 A XXXXXX, LEAGUE 652, W/PT LABOR 11, AC A2000 A XXXXXX, LEAGUE 652, LABOR 15, ACRES 1 A2000 A XXXXXX, LEAGUE 652, E/2 LABOR 3, ACRE A2000 A XXXXXX, LEAGUE 652, LABOR 4, ACRES 17 A2000 A XXXXXX, LEAGUE 651, LABOR 1, ACRES 17 A2000 A XXXXXX, LEAGUE 642, W/PT LABOR 25, AC A2000 A XXXXXX, LEAGUE 666, LABOR 19, ACRES 1 A2000 A XXXXXX, LEAGUE 666, LABOR 19, ACRES 1 A2000 A XXXXXX, LEAGUE 666, LABOR 3, ACRES 18 A2000 A XXXXXX, LEAGUE 666, LABOR 6, ACRES 19 A2000 A XXXXXX, LEAGUE 671, W/2 LABOR 3, ACRE A2000 A XXXXXX, LEAGUE 642, SW/PT LABOR 16, A A2000 A XXXXXX, LEAGUE 642, TRACT OUT OF THE A2000 A XXXXXX, LEAGUE 642, LABOR 10, ACRES 1 A4800 X X XXXXXXX BLK T, TRACT E/2 SECTION 11 A2000 A XXXXXX, LEAGUE 657, LABOR 6, ACRES 19 A2000 A XXXXXX, LEAGUE 657, LABOR 3, ACRES 19 A2000 A XXXXXX, LEAGUE 637, S/PT LABOR 24, AC A2000 A XXXXXX, LEAGUE 637, LABOR 23, ACRES 1 A2000 A XXXXXX, LEAGUE 637, LABOR 25, ACRES 1 A2000 A XXXXXX, LEAGUE 637, E/PT LABOR 22, AC A2000 A XXXXXX, LEAGUE 637, E/2 LABOR 21, ACR A4800 X X XXXXXXX BLK T, N/2 SECTION 24, ACRE A4800 X X XXXXXXX BLK T, TRACT NE/4 SECTION 1 A2000 A XXXXXX, LEAGUE 657, S/2 LABOR 5, ACRE A2000 A XXXXXX, LEAGUE 657, N/2 LABOR 5, ACRE A2000 A XXXXXX, LEAGUE 652, LABOR 22, ACRES 2 A2000 A XXXXXX, LEAGUE 652, LABOR 16, ACRES 1 A2000 A XXXXXX, LEAGUE 652, LABOR 6, ACRES 19 A2000 A XXXXXX, LEAGUE 652, LABOR 2, ACRES 17 A2000 A XXXXXX, LEAGUE 652, W/2 LABOR 3, ACRE A2000 A XXXXXX, LEAGUE 652, LABOR 5, ACRES 19 A2000 A XXXXXX, LEAGUE 642, LABOR 22, ACRES 1 A2000 A XXXXXX, LEAGUE 642, N/PT LABOR 15, AC A2000 A XXXXXX, LEAGUE 642, S/PT LABOR 6, ACR A2000 A XXXXXX, LEAGUE 666, LABOR 2, ACRES 18 A2000 A XXXXXX, LEAGUE 657, LABOR 25, ACRES 1 A2000 A XXXXXX, LEAGUE 000, XX/XXXXX 0, XXXXX X0000 A XXXXXX, LEAGUE 657, LABORS 14-15, ACR A2000 A XXXXXX, LEAGUE 671, LABOR 2, ACRES 19 A2000 A XXXXXX, TRACT LEAGUE 666, PT/LABOR 4, A2000 A XXXXXX, LEAGUE 666, LABOR 15, ACRES 1 A2000 A XXXXXX, LEAGUE 671, LABOR 1 & N/PT LA A2000 A XXXXXX, LEAGUE 687, LABOR 2, ACRES 16 A4800 X X XXXXXXX BLK T, TRACT W/2 SECTION 11 A2000 A XXXXXX, LEAGUE 643, LABOR 1, ACRES 17 A2000 A XXXXXX, LEAGUE 637, W/PT LABOR 22, AC A2000 A XXXXXX, LEAGUE 637, TRACT OUT OF E/2 A2000 A XXXXXX, LEAGUE 671, S/PT LABOR 10, AC A2000 A XXXXXX, LEAGUE 642, TRACT OUT OF THE A2000 A XXXXXX, LEAGUE 642, SE/PT LABOR 20, A A2000 A XXXXXX, LEAGUE 000, XX/XXXXX 00, XXXX X0000 A XXXXXX, LEAGUE 642, TRACT OUT OF E/PT A2000 A XXXXXX, LEAGUE 637, LABOR 20, ACRES 1 A2000 A XXXXXX, LEAGUE 666, TRACT OUT OF E/PT A2000 A XXXXXX, LEAGUE 666, TRACT OUT OF XX/X X0000 A XXXXXX, LEAGUE 666, E/PT LABOR 0, XXX XXXXXXXX, XXXXX XXXXXX XXXXX A2000 A XXXXXX, LEAGUE 666, E/2 LABOR 8, ACRE A2000 A XXXXXX, LEAGUE 666, LABOR 1 (LESS 20. A4800 X X XXXXXXX BLK T, TRACT NE/4 SECTION 2 A4800 X X XXXXXXX BLK T, TRACT XX/0 XXXXXXX 0 X0000 A XXXXXX, LEAGUE 671, LABOR 21, ACRES 1 Yellow House Wind, LLC, will be located within the Bellevue boundaries of Littlefield Independent School District Board of Trustees on April 14District, 2022 to receive public input on a proposal to create a the Yellow House Wind Reinvestment Zone for appraised value and Lamb County, and which is more particularly described and depicted in Exhibits 1, 3 and 4. Yellow House Wind, LLC is a 125 MW wind energy generation facility that will be located in eastern Lamb County in Xxxxxxxxxxx Independent School District. The project will consist of approximately 41 turbines. Yellow House Wind, LLC requests that the limitation on certain covers all qualified investment and qualified property located within Clay CountyXxxxxxxxxxx ISD. It is our request that the limitation includes all eligible and ancillary equipment including the following: • Turbines • Substation • Transmission Line • Operation & Maintenance Building • Interconnection Facilities • Underground Electrical Collection Cables • Meteorological & Associated Towers • Access Roads to Turbines • Foundations, Texas. The legal description of the reinvestment zone is as follows: THE XXXXXXXXXX Roadways, Pavings, & STONE SURVEY, ABSTRACT NO. 1101, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, XXX X. XXXXXX SURVEY, ABSTRACT NO. 783, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.Fencing
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- e mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “"read receipt” " does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by [signatures follow on next page] EXHIBIT 1 DESCRIPTION AND LOCATION OF ENTERPRISE OR REINVESTMENT ZONES By Resolution dated December 12, 2016, the Bellevue Independent School District Board of Trustees on Xxxx County Commissioners Court created the Staked Plains Energy Center Project Reinvestment Zone. By Resolution dated April 10, 2017, the Xxxx County Commissioner’s Court confirmed, ratified and reauthorized the Staked Plains Energy Center Project Reinvestment Zone, which is legally described as: 390, A-1518, 000, X-000, 000, X-0000, 000, X-000, 000, X-000, 397, A-1490, 398, A-1494, 399, A 1488, 400, A-1505, 000, X-000, 000, X-0000, 000, X-00, 404, 1513, 431, X-000 XXX 000, X-0000, XXXXX 9, E.L. & R.R. RR Co. SURVEY, 437, X-00, 000, X-000, 000, X-000, 000, X-000, 000, X-0000, 000, X-000 AND 442, A-1012, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 000, A-1492, 276, A-1483, 2, A-1518, 1359, A-1486 AND 1360, X-0000, X.X. & X.X. XX Xx. XXXXXX, 0000, A-338 AND 1332, A 961, D. & S.E. RR Co. SURVEY, 1, A-1068, XXXXX X, X.X. & X.X. XX Xx. XXXXXX, 0, A-132, 2, A 1295, 2, A-1170, 0, X-000, 0, X-0000, 0, X-0000, 0, X-0000, 49, X-000, 000, X-00, 000, X-0000, 445, A 00, 000, X-000, 000, X-00, 448, A-1447, 448, 787, 448, A-1183, 448, 1239, 449, X-00, 000, X-000, 450, A-1416, 450, A-1070, 450, A-1415, 000, X-00, 000, X-0000, 452, A-1496, 000, X-000, 000, X-XXXXX, 000, X-00, 454, A-1335, 454, A-1164, 454, A-1050, 455, X-00, 000, X-000, 457, A-43, 458, A-1236, 458, A-1232, 459, X-00, 000, X-000, 000, X-00, 000, X-000, 462, A-1159, 462, A-1051, 000, X-00, 000, X-0000, 000, X-000, 000, X-00, 000, X-000, 466, A-1332, 467, X-00, 000, X-000, 469, X-00, 000, X-00, 000, X-000, 472, A-1034, 472, A-1119, 000, X-00, 000, X-0000, 000, X-000, 476, A-1476, 000, X-000, 000, X-00, 000, X-000, 479, A-11, 480, A-1117, 000, X-000, 000, X-00, 000, X-000, 482, A-1083, 482, A-1128, 482, A-1106, 482, A-1108, 482, A-1221, 482, A-1266, 482, A-1079, 483, X-00, 000, X-00, 000, X-0000, 000, X-000, 486, A-1056, 000, X-000, 000, X-00, 000, X-000, 494, A-1408, 494, A-1172, 000, X-00, 000, X-0000, 000, X-000, 000, X-00, 000, X-0000, 000, X-000, 498, A-1258, 498, A-1264, 499, A 14, 2022 to receive public input on a proposal to create a Reinvestment Zone for appraised value limitation on certain property located within Clay County, Texas. The legal description of the reinvestment zone is as follows: THE XXXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, X-000, 000, X-00, 000, X-000, 505, X-00, 000, X-000, 000, X-00, 000, X-000, 509, X-00, 0000, X-00, 1405, A-1484, 1406, A-1512, 1407, A-1058, 1408, A-1074, 1409, X-0000, 0000, X-000, 1411, A 0, 0000, X-000, 0000, X-0000, 0000, X-000, 1417, A-1061, 1418, A-1075, 1419, A-1485 AND 1420, A 1500, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 0000, X-000, 0000, X-000, 1425, X-000, 0000, X-000, 1427, A-199 AND 1428, X-000, XXXXX 00, X.X. & X.X. XX Xx. XXXXXX, 000, X-00, 000, X-000, 502, A-1111, 502, 1122, 000, X-00, 000, X-0000, 000, X-000, 504, A-1003, 505, X-00, 000, X-000, 506, A-1072, 506, A-1557, 506, A-1169, 506, X-000, 000, X-00, 508, A-1185, 000, X-000, 000, X-00, 000, X-000, 000, X-00, 000, X-0000, 000, X-000, 518, 1255, 519, X-00, 000, X-000, 000, X-00, 000, X-000, 529, A-65, 530, A-1521, 530, A-1550, 530, A-1529 AND 530, X-000, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 000, X-000 XXX 000, X-000, XXXXX 0, X.X. & C.N.G. XX Xx. XXXXXX, 0, X-000, 0, X-000, 3, X-000, 0, X-000, 0, X-000, 0, X-000 AND 10, X-000, XXXXX 0, X. & X.X. XX Xx. XXXXXX, 000, X-00, XXXXX 0, XXXX X. XXXXXX SURVEY, ABSTRACT NO. 783434, THE I. & G. N. RAILROAD COMPANY SURVEYA 727, ABSTRACT NO. 262434, THE R. SUNAGAS SURVEYA-1005 AND 434, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000A-1127, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 7831, X-000, 0, X-000 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX 1, A-1377, D. & STONE S.E. RR Co. SURVEY, ABSTRACT NO99, A-341 AND 100, X-000, XXXXX 0, X. & X.X. XX Xx. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT XXXXXX, 000, A-124, 102, A-1314, 102, X-000 XXX 000, X-0000, XXXXX 0, X. & W. XX Xx. XXXXXX, 000, X-000, 000, X-000 AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX 104, A-1417, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 0000, A-1089, XXXXX 00, X.X. & X.X. XX Xx. XXXXXX, 000, A-1509, 406, A-1509, 000, X-00, 000, X-0000, 000, X-000, 554, A 1035, 000, X-00, 000, X-0000, 1421, A-1514, 1422, X-000, 0000, X-000 AND 1430, A-464, T.T. XX Xx. XXXXXX, 000, X-00, 000, X-000, 557, X-00 XXX 000, X-000, X. & X.X. XX Xx. XXXXXX, 0000, X- 0000, 0000, A-1503, 1365, A-1047, 1366, A-1096, 1367, X-0, 0000, X-0000, 1369, X-0, 0000, X-0000, 1371, X-0 XXX 0000, X-0000, XXXXX 0, X.X. & F. SURVEY, THE CENTERLINE OF XXXXXXX ROAD1321, A COUNTY ROADA-322, 1322, A-1086, 1373, A 1073 AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 1374, X-0000, XXXXX 0, XXXXXXXX XXX. & O.B. XX Xx. XXXXXX, 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING X-00 XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACTX-000, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RRRR Co. SURVEY, 000, X-000, 000, X-000, 000, X-000, 604, A-669, 605, X-00 XXX 000, X-000, XXXXX 0, X.X. & S.F. XX Xx. COXXXXXX, 000, X-000, 000, X-000, 528, A-1465, 557, A-192, 558, A 774, 558, A-1175, 000, X-00, 000, X-0000, 000, X-000, 560, A-1300, 560, A-1302 AND 560, A-1303, XXXXX 0, X.X. & X.X. XX Xx. SURVEY NO.7 XXXXXX, 000, A-53 AND THE EAST RIGHT OF WAY LINE OF THE F.W. 302, X-000, XXXXX 0, X.X. & D.C. RRX.X. XX Xx. XXXXXX, 000, X-00, 000, X-000, 000, X-00, 000, X-000, 309, X-00 XXX 000, X-000, XXXXX 0, X.X. & S.F. XX Xx. XXXXXX, 000, X-000, 000, X-0000, 308, X-000 XXX 000, X-0000, XXXXX 0, X. & O.B. RR Co. SURVEY, 000, X-000, 000, X-000, 000, X-000, 204, A-1410, 000, X-000, 000, X-0000, 205, X-00, 000, X-000, 207, X-00, 000, X-0000, 000, X-000, 208, A-1294, 208, A-1299, 209, X-00, 000, X-000, 210, A-1410, 000, X-000, 000, X-000, 000, X-000, 213, A-110, 214, A-1317, 214, A-1018 AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) 214, X-000, XXXXX 0, X.X. XX Xx. XXXXXX, 0, A-544, 2, A-1375, 0, X-000, 0, X-0000, 0, X-000, 0, X-000, 4, A-1123, 0, X-000, 0, X-000, 0, X-0000, 0, X-000, 8, A-1208, 8, A-860, 8, A-1540, 8, A-1554, 9, X-000, 00, X-000, 10, A-1053, 10, X-000, 00, X-000, 12, A-1351, 12, A-1355, 12, A-1482, 12, X-000, 00, X-000, 00, X-000, 00, X-000, 16, A-1406, 16, A-1404, 00, X-000, 00, X-0000, 00, X-000, 00, X-000, 18, A-1273, 00, X-000, 00, X-000, 00, X-000, 20, A-1131, 00, X-000, 00, X-0000, 00, X-000, 22, A 1048, 00, X-000, 00, X-0000, 00, X-000, 24, A-1124, 00, X-000, 00, X-0000, 00, X-000, 26, A-1218, 00, X-000, 00, X-000, 00, X-000, 36, A-1467, 36, A-1545, 00, X-000, 00, X-000, 00, X-000, 39, 212, 40, A 901, 81, A-172, 82, X-000, 000, X-000 AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST 1274, X-000, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 000, X-000 XXX 000, X-000, XXXXX 0, X.X. & W.T. RR Co. SURVEY, 410, X-000, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 0, A-457, 000, X-000, 000, X-000, 000, X-000 AND BEGINNING CORNER OF THIS EASEMENT1273, A-1276, X.X. & X.X. XX Xx. THENCE N. 26 DEGXXXXXX, 00, A-177, 28, A-1126, 28, A-1436, 28, X-000, 00, X-000, 00, X-000, 42, A-1148 AND 42, 1147, XXXXX X, X.X. & X.X. XX Xx. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. XXXXXX, 00, X-000 XXX 00, X-000, XXXXX 00, X.X. & D.C. W.T. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENTCo. SURVEY, 563, X-0 XXX 000, X-000, XXXXXX & XXXXXXXX SURVEY, 565, A-116, A.B. & M. SURVEY, 1, X-000, 0, X-000, 0, X-000 AND 2, A-1228, BLOCK Q, H.E. & W.T. XX Xx.
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- e-mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “"read receipt” " does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by the Bellevue Independent School District Board of Trustees [signatures follow on April 14, 2022 to receive public input on a proposal to create a next page] EXHIBIT 1 DESCRIPTION AND LOCATION OF ENTERPRISE OR REINVESTMENT ZONE The Concho County Commissioners Court created Reinvestment Zone for appraised value limitation on certain property located within Clay County, Texas. The legal description of the reinvestment zone is as follows: THE XXXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, XXX X. XXXXXX SURVEY, ABSTRACT NO. 783, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XXXxxx Xx. 0, XXXXXXXX XX. 000Xxxxxxxx Xxxxx, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAYby Resolution dated July 24, AND BEING 2018, which is more particularly described below: Survey Name Block Number Survey Number Abstract Number County T&NO XX XX 00 000 X-000 Xxxxxx XXXXX, P 72 291 A-49 Concho T&NO XX XX 00 000 X-000 Xxxxxx XXXXXXXXXX, X 72 314 X-000 Xxxxxx X&XX XX XX 00 129 A-892 Concho XXXXXXXXXX, W 72 336 A-717 Concho H&GN XX XX 00 00 X-000 Xxxxxx XX&X XX XX 00 000 0/0 X-000 Xxxxxx XXXXXXXX, F 72 284 A-47 Concho BUSCHMAR, F 72 283 X-00 Xxxxxx X&XX XX XX 00 154 A-1118 Concho XXXXXX, XXX X 00 000 X-000 Xxxxxx XXXXXX, HRS C 72 304 X-000 Xxxxxx X&XX XX XX 00 136 X-0000 Xxxxxx X&XX XX XX 00 136 A-1651 Concho T&NO XX XX 00 000 X-0000 Xxxxxx XXXXXXXXXX, L 72 328 A-715 Concho HEGAR, O 72 000 X-000 Xxxxxx X&XX XX XX 00 128 A-1802 Concho XXXXXXXX, D 71 350 A-732 Concho XXXXXXXX, D 71 000 X-000 Xxxxxx X&XX XX XX 00 94 X-0000 Xxxxxx X&XX XX XX 72 153 A-904 Concho HEGAR, O 72 292 A-346 Concho XXXXX, X X 72 293 A-312 Concho T&NO RR CO 72 137 A-896 Concho XXXXX, J 72 315 A-934 Concho XXXXX, J 72 000 X-000 Xxxxxx X&XX XX XX 00 127 A-891 Concho XXXXXXXX, F 72 337 A-731 Concho CONANAT, G A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO & S 72 338 A-1246 Concho H&GN XX XX 00 00 X-000 Xxxxxx XX&X RR CO 71 357 A-378 Concho Survey Name Block Number Survey Number Abstract Number County XXXXXXX, F 281 X-0000 Xxxxxx X&XX XX XX 00 152 A-1122 Concho REMMLER, G 72 303 A-695 Concho REMMLER, G 72 302 X-000 Xxxxxx X&XX XX XX 00 138 A-1259 Concho EL&RR RR CO 72 3 A-1044 Concho EL&RR RR CO 72 4 X-0000 Xxxxxx X&XX XX XX 00 126 A-1760 Concho PAPPE, F 71 348 A-675 Concho PAPPE, F 71 347 A-676 Concho H&GN RR CO 71 96 X-0000 Xxxxxx X&XX XX XX 00 96 X-0000 Xxxxxx X&XX XX XX 00 151 A-903 Concho VON WANSKY, X 00 000 X-000 Xxxxxx XXX WANSKY, X 00 000 X-000 Xxxxxx X&XX RR CO 72 139 A-897 Concho XXXXXXXX, P 72 317 X-00 Xxxxxx X&XX XX XX 00 125 X-000 Xxxxxx XXXXXXX, C 339 A-545 Concho XXXXXXX, C 72 000 X-000 Xxxxxx X&XX XX XX 72 97 A-874 Concho SCHUESSLEY, HRS J 72 359 A-801 Concho SCHUESSLEY, HRS J 72 360 A-734 Concho XXXXXXXXXX, X X 00 000 X-000 Xxxxxx XXXXXXXXXX, X X 00 000 X-000 Xxxxxx X&XX RR CO 72 150 FEET WIDEA-1147 Concho XXXXXXX, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EASTH 72 301 A-608 Concho PLANTS & BACON 72 300 A-1332 Concho T&NO RR CO 72 140 A-1143 Concho XXXXXXXX, PASSING THE EAST LINE OF SAID XXXXXXXXX P 72 324 X-00 Xxxxxx X&XX XX XX 00 124 A-1188 Concho XXXXXXXXX, J 72 346 A-932 Concho XXXXXXXXX, J 72 000 X-000 Xxxxxx X&XX XX XX 72 149 A-902 Concho XXXXXXX, C 72 296 A-588 Concho XXXXXXX, C 72 000 X-000 Xxxxxx X&XX XX XX 72 141 A-898 Concho XXXXXX, HRS L 72 319 A-936 Concho XXXXXX, HRS X 00 000 X-000 Xxxxxx Xxxxxx Name Block Number Survey Number Abstract Number County T&NO XX XX 00 000 X-000 Xxxxxx XXXX, C 72 341 A-323 Concho XXXX, C 72 342 X-000 Xxxxxx X&XX XX XX 00 00 X-000 Xxxxxx XXXXXXX, C 72 278 A-728 Concho PLANTS & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEYBACON 72 4 X-0000 Xxxxxx X&XX XX XX 00 148 A-1142 Concho SFIW CO 72 11 A-1130 Concho SFIW CO 72 12 A-1858 Concho T&NO XX XX 00 000 X-0000 Xxxxxx XXXXXXXXX, ABSTRACT NO. 1019C 72 322 A-665 Concho XXXXXXXXX, C 72 321 X-000 Xxxxxx X&XX XX XX 00 122 A-1189 Xxxxxx XXXXXX, C 72 344 A-39 Concho XXXXXX, C 72 343 X-00 Xxxxxx X&XX XX XX 00 100 X-0000 Xxxxxx XX XX XX 00 17 X-0000 Xxxxxx XX XX XX 00 15 A-1515 Xxxxxx XXXXXX, C 72 343 A-40 Concho LERGE, D 72 0000 X-000 Xxxxxx XXXXX, X 72 2003 X-000 Xxxxxx X&XX XX XX 00 000 X-000 Xxxxxx XXXX XX 72 10 A-1853 Concho SFIW CO 72 9 X-0000 Xxxxxx X&XX XX XX 72 143 A-899 Concho MC GREGOR, P 72 3 A-1177 Concho T&NO RR CO 72 121 A-888 Concho XXXXXX, X X 72 110 A-1758 Concho XXXXXX, X X 00 000 X-000 Xxxxxx X&XX XX XX 00 000 X-000 Xxxxxx XXXXXXXXXXXX, F 72 1951 X-0000 Xxxxxx XXXXXXXXXXXX, F 72 1950 A-1203 Concho XXXXX, M 00 0000 X-000 Concho XXXXX, M 72 2001 X-000 Xxxxxx X&XX XX XX 00 159 A-907 Concho STEINTRAGER, H 72 1994 X-000 Xxxxxx XXXXXXXXXXX, X 00 0000 X-000 Xxxxxx STEINTRAGER, H 72 1993 A-775 Concho STEINTRAGER, H 72 1996 A-778 Concho Survey Name Block Number Survey Number Abstract Number County T&NO XX XX 00 000 X-0000 Xxxxxx XXXXX, X X 72 2 A-1141 Concho T&NO XX XX 00 000 X-0000 Xxxxxx XXXXXXX, J 72 1977 A-298 Concho GREISLE, J 72 1978 X-000 Xxxxxx X&XX XX XX 00 120 A-1190 Concho MC GREGOR, P 72 1 A-1176 Concho T&NO RR CO 72 102 A-1108 Concho XXXXXX, X X 72 1 A-317 Concho PLANTS & BACON 72 3 X-0000 Xxxxxx XXXXXXXXX, H 72 2000 X-000 Xxxxxx X&XX XX XX 00 160 X-0000 Xxxxxx XXXXXXXXX, H 72 1997 A-361 Concho XXXXXX, H 72 1998 X-000 Xxxxxx X&XX XX XX 00 145 A-900 Concho WEDEMIER, W 72 1981 A-968 Concho WEDEMIER, W 72 1982 X-000 Xxxxxx X&XX XX XX 00 000 X-000 Xxxxxx XXXXXXXXX, X 00 0000 X-000 Xxxxxx XXXXXXXXX, L 72 1980 X-000 Xxxxxx X&XX XX XX 00 103 X-000 Xxxxxx X&XX XX XX 00 104 A-1104 Concho XXXXXXX, X X 00 0000 X-0000 Xxxxxx X&XX XX XX 00 00 X-000 Xxxxxx XXXXXXX, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS71 1894 A-740 Concho XXXXXXX, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX 71 1895 A-819 Concho H&TC RR CO 70 60 A-1899 Concho H&TC RR CO 70 60 A-1676 Concho XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO X X 6 A-1568 Concho Reinvestment Zone only includes portion of property located outside Xxxxxxxxxx AFB 25 mile boundary BS&F 2 X-0000 Xxxxxx XXXXXX, X X 72 2 A-1156 Concho XXXXXX, X X 72 2 A-1170 Concho XXXXXX, X X 72 1 A-318 Concho XXXXXX, X X 72 2 A-1057 Concho GC&SF RR CO 72 7 A-1046 Concho GC&SF RR CO 72 8 A-1545 Concho Survey Name Block Number Survey Number Abstract Number County PLANTS, G S 72 1 A-1197 Concho I RR CO 72 15 A-1556 Concho I RR CO 72 14 A-1146 Concho I RR CO 72 16 A-1668 Concho I XX XX 00 00 X-000 Xxxxxx X RR CO 72 8 X-0000 Xxxxxx X XX XX 72 7 A-1641 Concho MC GREGOR, P 72 4 A-1172 Concho I XX XX 00 0 X-000 Xxxxxx X RR CO 72 3 X-000 Xxxxxx X XX XX 00 0 A-509 Concho ACH&B 71 2 X-0000 Xxxxxx XXXX, B 71 2 A-1771 Concho XXXXXXX, L 71 2 A-1677 Concho XXXXX, C 71 1897 X-000 Xxxxxx XXXXXX, X X 0 A-1841 Concho BS&F 2 X-0000 Xxxxxx XXXXXXX, X X 2 A-1055 Concho XXXXXXX, X 0 X-0000 Xxxxxx Xxxxxxxxxxxx Xxxx only includes portion of property located outside Xxxxxxxxxx AFB 25 mile boundary ROSE, M A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY1 A-1059 Concho XXXXX, EASTX X 13 A-1844 Concho BS&F 2 X-0000 Xxxxxx XXXXXX, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEYX X 72 1 A-319 Concho XXXXXX, ABSTRACT 262X X 72 2 A-1706 Concho XXXXXX, X X 72 1 A-320 Concho XXXXXX, X X 72 2 A-1199 Concho I XX XX 00 00 X-000 Xxxxxx X RR CO 72 12 A-1139 Concho I RR CO 72 6 A-1103 Concho I RR CO 72 6 A-1505 Concho I RR CO 72 4 A-1815 Concho I RR CO 72 4 A-1138 Concho I RR CO 72 2 A-1181 Concho ACH&B 71 1 A-18 Concho I RR CO 71 2 A-1808 Concho H&TC RR CO 70 62 A-1796 Concho Survey Name Block Number Survey Number Abstract Number County BEST, HRS, J J 70 1802 A-51 Concho BEST, HRS, J J 70 1801 A-52 Concho H&TC XX XX 00 00 X-000 Xxxxxx XX&XX RR CO 5 A-1294 Concho GC&SF RR CO 72 6 X-0000 Xxxxxx X&XX XX XX 00 174 A-1705 Concho XXXX, E 72 2068 A-635 Concho XXXX, E 72 2067 A-634 Concho XXXXXX, X X 72 1 A-321 Concho XXXXXX, X X 72 82 A-1901 Concho XXXXXXXX, X X 72 12 1/2 X-0000 Xxxxxx X XX XX 72 9 X-000 Xxxxxx X XX XX 00 0 A-1140 Concho S&M 72 80 A-1327 Concho T&NO XX XX 00 000 X-000 Xxxxxx X RR CO 72 28 A-1053 Concho I XX XX 00 00 X-000 Xxxxxx X XX XX 00 0 X-0000 Xxxxxx XXXXXX, J 70 1898 A-972 Concho XXXXXX, J 70 1899 X-000 Xxxxxx X&XX XX XX 00 175 X-000 Xxxxxx X&XX XX XX 00 176 A-1734 Concho XXXXXXXX, X X 00 0000 X-000 Xxxxxx XXXXXXXX, X X 72 2070 X-000 Xxxxxx X&XX XX XX 00 173 X-000 Xxxxxx XXXX, X 00 0000 X-000 Xxxxxx XXXX, R 72 2065 A-184 Concho XXXXXX, X X 72 2 A-1724 Concho I RR CO 72 10 A-1137 Concho I XX XX 00 00 X-0000 Xxxxxx X&X 72 79 A-1060 Concho T&NO XX XX 00 000 X-0000 Xxxxxx XXXXXXX, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2M 72 1941 A-813 Concho XXXXXXX, A DISTANCE OF 4,094.77 FEET TO M 72 1940 A-814 Concho XXXXXX & XXXXXX 71 2822 A-159 Concho XXXX, A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID 71 1901 A-699 Concho BITTER, P 71 1900 A-64 Concho XXXXXX SURVEY NO. 2 AND SAID & XXXXXX TRACT70 2803 A-1758 Concho KOCHEN, THE CENTERLINE OF SAID SCALING RANCH ROADX 00 0000 X-000 Xxxxxx Xxxxxx Name Block Number Survey Number Abstract Number County KOCHEN, AND THE NORTH LINE OF SAID T. L 70 1795 A-579 Concho H&TC RR CO 9 00 X-000 Xxxxxx Xxxxxxxxxxxx Xxxx only includes portion of property located outside Xxxxxxxxxx AFB 25 mile boundary XXXXX, X X 3 A-1295 Concho TC RR CO 7 A-1368 Concho TC RR CO 8 A-1735 Concho COUGHERT, HRS M 72 2073 X-000 Xxxxxx XXXX, C 00 0000 X-000 Concho BS&F 72 69 A-1750 Concho MC GREGOR, A M 72 6 A-1173 Concho T&NO XX XX 00 000 X-0000 Xxxxxx XXXXXX & N. 0. RR. CO. SURVEYXXXXXX 72 2840 A-163 Concho XXXXXX, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVEDX X 72 0000 X-000 Xxxxxx <.. image(A close up of a map Description generated with high confidence) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.removed ..>
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY.
A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When or EXHIBIT 1 DESCRIPTION AND LOCATION OF ENTERPRISE OR REINVESTMENT ZONE At the recipienttime of the Application Approval Date, by an e-mail sent to the e-mail address for Southland ISD portion of the executing Parties acknowledges having received that e-mail (an automatic “read receipt” does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by the Bellevue Independent School District Board of Trustees on April 14, 2022 to receive public input on a proposal to create a Reinvestment Zone for appraised value limitation on certain property located Project is within Clay County, Texas. The legal description of the reinvestment zone established pursuant to Chapter 312 of the Texas Tax Code by order on December 12, 2016 in Xxxx County and within the reinvestment zone established by order on January 30, 2017 in Xxxxx County. All of the Applicant’s Qualified Property and Applicant’s Qualified Investment that is as followssubject to this Agreement will be located within the boundaries of these Reinvestment Zones and the boundaries of the District. XXXX COUNTY LEGAL DESCRIPTION: THE XXXXXXXXXX BEING APPROXIMATELY 234,222 ACRES OF LAND AND BEING ALL OF AND/OR ANY PORTIONS OF SECTIONS: 1, A-1456, 2, A-1459, 3, X-000, 0, X-000, 0, X-000, 00, X-000, 11, A-1457 AND 12, A-1461, XXXXX 00, X.X. & STONE X.X. XX Xx. XXXXXX, 000, A-1489, 390, A-1518, 000, X-000, 000, X-0000, 395, X-000, 000, X-000, 000, X-0000, 000, X- 0000, 399, A-1488, 400, A-1505, 000, X-000, 000, X-0000, 000, X-00, 404, 1513, 431, X-000 XXX 000, X-0000, XXXXX 9, E.L. & R.R. RR Co. SURVEY, ABSTRACT NO. 1101437, THE J. ELSEFFER SURVEYX-00, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, X-000, 000, X-000, 000, X-000, 000, X-0000, 000, X-000 AND 442, A-1012, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 000, A-1492, 276, X- 0000, 2, A-1518, 1359, A-1486 AND 1360, X-0000, X.X. & X.X. XX Xx. XXXXXX, 0000, X-000 XXX 0000, X-000, X. & X.X. XX Xx. XXXXXX, 0, A-1068, XXXXX X, X.X. & X.X. XX Xx. XXXXXX, 0, X- 000, 0, A-1295, 2, A-1170, 2, A-672, 2, A-1468, 2, A-1186, 2, A-1435, 49, X-000, 000, X-00, 000, X- 0000, 445, X-00, 000, X-000, 000, X-00, 448, A-1447, 448, 787, 448, A-1183, 448, 1239, 449, X-00, 000, X-000, 450, A-1416, 450, A-1070, 450, A-1415, 000, X-00, 000, X-0000, 452, A-1496, 000, X-000, 000, X-XXXXX, 000, X-00, 454, A-1335, 454, A-1164, 454, A-1050, 455, X-00, 000, X-000, 457, A-43, 458, A-1236, 458, A-1232, 459, X-00, 000, X-000, 000, X-00, 000, X-000, 462, A-1159, 462, A-1051, 000, X-00, 000, X-0000, 000, X-000, 000, X-00, 000, X-000, 466, A-1332, 467, X-00, 000, X-000, 469, X-00, 000, X-00, 000, X-000, 472, A-1034, 472, A-1119, 000, X-00, 000, X-0000, 474, X-000, 000, X- 1476, 000, X-000, 000, X-00, 000, X-000, 479, A-11, 480, A-1117, 000, X-000, 000, X-00, 000, X-000, 482, A-1083, 482, A-1128, 482, A-1106, 482, A-1108, 482, A-1221, 482, A-1266, 482, A-1079, 000, X- 00, 000, X-00, 486, A-1145, 000, X-000, 000, X-0000, 000, X-000, 000, X-00, 000, X-000, 494, A-1408, 494, A-1172, 000, X-00, 000, X-0000, 000, X-000, 000, X-00, 000, X-0000, 000, X-000, 498, A-1258, 498, A-1264, 499, X-00, 000, X-000, 000, X-00, 000, X-000, 505, X-00, 000, X-000, 000, X-00, 000, X- 000, 509, X-00, 0000, X-00, 1405, A-1484, 1406, A-1512, 1407, A-1058, 1408, A-1074, 1409, A-1059, 1410, X-000, 0000, X-0, 1412, A-606, 1415, A-1060, 1416, A-679, 1417, A-1061, 1418, A-1075, 1419, A-1485 AND 1420, A-1500, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 0000, X-000, 0000, X-000, 1425, X-000, 0000, X-000, 1427, A-199 AND 1428, X-000, XXXXX 00, X.X. & X.X. XX Xx. XXXXXX, 000, X-00, 000, X-000, 502, A-1111, 502, 1122, 000, X-00, 000, X-0000, 000, X-000, 504, A-1003, 505, X-00, 000, X-000, 506, A-1072, 506, A-1557, 506, A-1169, 506, X-000, 000, X-00, 508, A-1185, 000, X-000, 000, X-00, 000, X-000, 000, X-00, 000, X-0000, 000, X-000, 518, 1255, 519, X-00, 000, X-000, 000, X-00, 000, X-000, 529, A-65, 530, A-1521, 530, A-1550, 530, A-1529 AND 530, X-000, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 000, X-000 XXX 000, X-000, XXXXX 0, X.X. & C.N.G. XX Xx. XXXXXX, 0, X-000, 0, X-000, 3, X-000, 0, X-000, 0, X-000, 0, X-000 AND 10, X-000, XXXXX 0, X. & X.X. XX Xx. XXXXXX, 000, X-00, XXXXX 0, XXXX X. XXXXXX SURVEY, ABSTRACT NO. 783434, THE I. & G. N. RAILROAD COMPANY SURVEYA- 727, ABSTRACT NO. 262434, THE R. SUNAGAS SURVEYA-1005 AND 434, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000A-1127, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 7831, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEYX-000, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000X-000 AND 1, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.A-1377,
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FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery X. Xxxxxxxx is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “read receipt” does not constitute acknowledgment of an e-mail for delivery purposes). 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This application covers all qualified property within Xxxxxxxxxxxx Collegiate ISD necessary for the Bellevue Independent School District Board commercial operations of Trustees on April 14the proposed wind farm. Two hundred and nine megawatts (209 MW) will be located in Xxxxxxxxxxxx Collegiate ISD. Turbine placement is subject to change but for purposes of this application, 2022 to receive public input on a proposal to create a Reinvestment Zone the Project anticipates using 49 turbines that will be sourced from the tier 1 providers of GE and/or Vestas and/or Siemens. This application covers all qualified investment and qualified property necessary for appraised value limitation on certain the commercial operations of the wind farm. This application covers all qualified property located within Clay County, Texas. The legal description of in the reinvestment zone is as follows: THE XXXXXXXXXX & STONE SURVEYand project boundary within Xxxxxxxxxxxx Collegiate ISD. Qualified investment and qualified property includes turbines, ABSTRACT NO. 1101towers, THE J. ELSEFFER SURVEYfoundations, ABSTRACT N0.1019transformers, THE X. XXXXXXXXXX SURVEYpad mounts, ABSTRACT XX. 000an O&M building, XXX X. XXXXXX SURVEYunderground collection systems, ABSTRACT NO. 783electric substation, THE I. & G. N. RAILROAD COMPANY SURVEYtransmission lines, ABSTRACT NO. 262electrical interconnections, THE R. SUNAGAS SURVEYmet towers, ABSTRACT NO. 408roads, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENTand control systems and all eligible ancillary and necessary equipment for commercial generation of electricity.
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- e-mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “"read receipt” " does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by the Bellevue [signatures follow on next page] Paducah Independent School District Board of Trustees on April 14, 2022 to receive public input on a proposal to create a created the Thalia Solar Reinvestment Zone for appraised value limitation on certain property located within Clay by Resolution dated July 18, 2022, which is more particularly described and depicted as follows (the “Reinvestment Zone”): Tracts being situated in the Paducah Independent School District and Cottle County, Texas. The legal description of the reinvestment zone is , and being more fully described as follows: THE XXXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE 13 K X.X. XXXXXXX 787 Xxxxxx 2 L X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, XXX XXXXXXXX 654 Xxxxxx 3 L X. XXXXXX SURVEY, ABSTRACT NO. 783, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE XXXXXXXX 659 Xxxxxx 5 L X. XXXXXXXX 658 Xxxxxx 7 L X. XXXXXXXX 655 Xxxxxx 18 K X.X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE 794 Xxxxxx 19 K X.X. XXXXXXX 800 Xxxxxx 47 K X.X. XXXXXXX 993 Xxxxxx 64 X.X. XXXXX 663 Xxxxxx 8 L X. XXXXXXXX 651 Xxxxxx 6 L X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE XXXXXXXX 656 Xxxxxx 4 L X. XXXXXXXX 657 Xxxxxx
4 1 X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.1387 Xxxxxx
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- e-mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “"read receipt” " does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by [signatures follow on next page] R19707 X0000 X X XXXXXX, TRACT 50 446.00 R19700 X0000 X X XXXXXX, TRACT 24 143.62 R72366 X0000 X X XXXXXX, TRACT 24-4 132.55 R72365 X0000 X X XXXXXX, TRACT 24-3 132.55 R72371 X0000 X X XXXXXX, TRACT 24-9 11.07 R19704 X0000 X X XXXXXX, TRACT 40 266.00 R72367 X0000 X X XXXXXX, TRACT 24-5 143.62 R72364 X0000 X X XXXXXX, TRACT 24-2 143.62 R17977 A0312 X X XXXXXX, TRACT 74 103.68 R19705 X0000 X X XXXXXX, TRACT 42 98.15 R67860 A0312 X X XXXXXX, TRACT 11-5 26.14 R24459 XXXXXXX SUB, LOT 96 11.00 R24455 XXXXXXX SUB, LOT 94 11.00 R72369 X0000 X X XXXXXX, TRACT 24-7 11.07 R72370 X0000 X X XXXXXX, TRACT 24-8 11.07 R77043 X0000 X X XXXXXX, TRACT 25 139.62 R18473 A0369 M XXXXXXXX, TRACT 4 76.56 A-471 Xxxxxx County Solar Project, LLC will lease approximately 2,000 acres of land located within the Bellevue boundaries of Xxxx Independent School District Board of Trustees on April 14District, 2022 to receive public input on a proposal to create a the Xxxxxx County Solar Reinvestment Zone for appraised value limitation on certain property located within Clay and Xxxxxx County, Texas. The legal description of the reinvestment zone and which is as follows: THE XXXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, XXX X. XXXXXX SURVEY, ABSTRACT NO. 783, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. more particularly described and depicted in Exhibits 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT3 and 4.
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “"read receipt” " does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted [signatures follow on next page] EXHIBIT 1 DESCRIPTION AND LOCATION OF ENTERPRISE OR REINVESTMENT ZONE The Xxxxxx County Commissioners Court authorized the creation of Fiber Winds Reinvestment Zone by Resolution dated December 12, 2016, which is described as follows: All of Xxxxxxx 0, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 964 All of Xxxxxxx 0, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 252 All of Xxxxxxx 0, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 0000 All of Xxxxxxx 0, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 0000 All of Xxxxxxx 0, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 245 All of Xxxxxxx 00, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 0000 All of Xxxxxxx 00, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 246 All of Xxxxxxx 00, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxxx 0000 and 963 All of Xxxxxxx 00, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 249 All of Xxxxxxx 00, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 0000 The W/2 of Xxxxxxx 0, Xxxxx X, X.X.&X.X. XX Xx. Survey, Abstract 340 The E/2 and the SW/4 of Xxxxxxx 00, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 341 169 acres, more or less, being the East part of the South part of Section 00, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 0000 81 acres, more or less, being out of Xxxxxxx 00, Xxxxx X, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 0000 All of Xxxxxxx 000, Xxxxx X-0, E.L. & R.R. RR Co. Survey, Abstract 1073 The NE/4 and the W/2 of Section 910, Xxxxx X-0, X.X.&X.X. XX Xx. Xxxxxx, Xxxxxxxx 0000 All of Xxxxxxx 000, Xxxxx X-0, A.B.&M. Survey, Abstract 200 All of Xxxxxxx 000, Xxxxx X-0, A.B.&M. Survey, Abstract 197 All of Xxxxxxx 000, Xxxxx X-0, X.X.&X. Xxxxxx, Xxxxxxxx 0000 49.8 acres, more or less, being the entire West end of the X/0 xx Xxxxxx 000, Xxxxx X-0, A.B.&M. Survey, Abstract 1089 All of the X. Xxxxxxxx Survey, Abstract 1222 All of the X. X. Xxxxxx Survey No. 1, Abstract 657 All of the X. Xxxxx Survey, Abstract 785 All of the X. X. Xxxxx Survey, Abstract 1235 All of the X. X. Xxxx Survey, Abstract 784, less and except 1 acre, more or less, out of the NE/4 That portion of the X. X. Xxxxx Survey, Abstract 1408, lying north of County Road 134 All of Xxxxxxx 0, Xxxxx X-0, X.X. XX Xx. Xxxxxx, Xxxxxxxx 419 MAP OF FIBER WINDS REINVESTMENT ZONE EXHIBIT 2 DESCRIPTION OF LAND All Qualified Property owned by the Bellevue Applicant is located within the boundaries of both the Xxxxxxx Independent School District Board of Trustees and Fiber Winds Reinvestment Zone, which is more particularly described in EXHIBIT 1, and depicted on April 14the map in EXHIBIT 3. EXHIBIT 3 APPLICANT’S QUALIFIED INVESTMENT Fiber Winds Holding, 2022 LLC plans to receive public input on a proposal to create a Reinvestment Zone for appraised value limitation on certain property construct an estimated 80MW wind farm in Xxxxxx County, located entirely within Clay Lorenzo ISD in Xxxxxx County, Texas. The legal description All of the reinvestment zone is as follows: THE XXXXXXXXXX & STONE SURVEYQualified Investment for this Project will be located entirely within Lorenzo ISD. The intended qualified investment includes wind turbines, ABSTRACT NO. 1101foundations, THE J. ELSEFFER SURVEYcollection systems, ABSTRACT N0.1019transmission lines and interconnection infrastructure, THE X. XXXXXXXXXX SURVEYadditional meteorological towers, ABSTRACT XX. 000roads, XXX X. XXXXXX SURVEYoperations and maintenance building, ABSTRACT NO. 783spare parts, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENTand control systems necessary for commercial generation of electricity.
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- e-mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “"read receipt” " does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by [signatures follow on next page] The Xxxx County Commissioner’s Court created the Bellevue Independent School District Board of Trustees on April 14, 2022 to receive public input on a proposal to create a Siete Wind Reinvestment Zone for appraised value limitation on certain property located within Clay County#1, Texasby Order No. The legal description of the reinvestment zone 2-28-2022-25 dated February 28, 2022, which is more particularly described as follows: THE XXXXXXXXXX 200287 ABST 0984 2059 C T & STONE SURVEY, ABSTRACT NO. 1101, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, XXX X. M C RR 640 ACRES (PT OF GATO XXXXXX SURVEY, ABSTRACT NO. 783, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM RELACION RANCH) 200288 ABST 0985 2057 C T M C RY 000 XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX (XX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE XXXXXXXX RANCH) 200853 ABST 1275 1629 G C & S F 189.0905 ACRES (PT OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. GATO XXXXXX RELACION RANCH) 200964 ABST 1324 1627 G C & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL S F 000 XXXXX (XX XX XXXX XXXXXX , XXXXXXXX RANCH) 200976 ABST 1328 1955 G C & S F 000 XXXXX 00x00'00(XX XX XXXX XXXXXX XXXXXXXX RANCH) 200977 ABST 1329 1953 G C & S F 640 ACRES (PT OF GATO XXXXXX RELACION RANCH) 201755 ABST 1673 1184 R ROYAL 000 XXXXX (XX XX XXXX XXXXXX XXXXXXXX RANCH) 201998 ABST 1834 67 G A TOELL 167.8047 ACRES (PT OF GATO XXXXXX RELACION) 202985 A2227 SUR 2094 X X XXXXXXX 290.505 ACS (PT OF GATO XXXXXX RELACION RANCH) 203023 XXXX 0000 0000 GC & SF 000.000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203623 ABST 2560 P 1956 CCSD & RGNG E 1/2 327.34 ACRES (PT OF GATO XXXXXX RELACION RANCH) 204467 ABST 3025 P 2335 W XXXXX 27.3 ACRES (PT OF GATO XXXXXX RELACION RANCH) 205200 ABST 3331 P 2060 C T & M C SE/4 OF SW/4 & SW/4 00 XXXXX (XX XX XXXX XXXXXX XXXXXXXX RANCH) 205201 ABST 3332 P 2060 C T & M C N/20 FSW/4 & SW/4 OF SW/4 000 XXXXX (XX XX XXXX XXXXXX XXXXXXXX RANCH) 366638 ABST 1275 1629 G C & S F 371.7229 ACRES (PT OF XXXXXX XXXXXX RANCH) 366642 ABST 1834 67 G A TOELL 167.8047 ACRES (PT OF GATO XXXXXX RELACION) 199846 ABST 0799 467 A B M 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200095 ABST 910 SUR 575 B S & F 350.4928 ACRES (PT OF XXXXXX XXXXXX RANCH) 200522 XXXX 0000 0000 CCSD&RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200536 XXXX 0000 0000 CCSD&RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200537 XXXX 0000 0000 CCSD&RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200538 XXXX 0000 0000 CCSD&RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200542 ABST 1115 1683 CCSD & RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200555 ABST 1122 SUR 1661 CCSD & RGNG 630.988 ACS (PT OF XXXXXX XXXXXX RANCH) 200558 ABST 1123 SUR 1663 CCSD & RGNG 631.316 ACS (PT OF XXXXXX XXXXXX RANCH) 200560 ABST 1124 1665 CCSD&RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200836 ABST 1267 1691 G C & S F 640 ACRES (PT OF XXXXXX XXXXXX RANCH) 200837 ABST 1268 1695 X X & X X 000 XXXXX (XX XX XXXXXXXX XXXXX) 200838 ABST 1269 1693 G C & S F 625.9679 ACRES (PT OF XXXXXXXX RANCH) 200953 ABST 1317 1631 G C & S F 462.873 ACRES (PT OF XXXXXX XXXXXX RANCH) 200962 ABST 1323 1633 G C & S F 639.525 ACRES (PT OF XXXXXX XXXXXX RANCH) 201018 ABST 1353 279 G C & S F 618.2 ACRES (PT OF XXXXXXXX RANCH) 201160 XXXX 0000 0000 B XXXXXXX 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 201162 XXXX 0000-0000 E XXXXXXX 80 ACRES (PT OF XXXXXX XXXXXX RANCH) 201234 ABST 1438 865 H & G N 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 201910 ABST 1774 SUR 135 T & N O 640.00 ACRES (PT OF XXXXXX XXXXXX RANCH) 201946 ABST 1797 1635 TC RR 548.00 ACRES (PT OF XXXXXX XXXXXX RANCH) 202774 ABST 2140 1632 G C & S F 100.9 ACRES (PT OF XXXXXX XXXXXX RANCH) 202913 ABST 2187 1838 P H XXXXXX N 1/2 00 XXXXX (XX XX XXXX XXXXXX XXXXXXXX RANCH) 202989 ABST 2230 1662 R E XXXX W 1/2 320 ACRES (PT OF XXXXXX XXXXXX RANCH) 203021 XXXX 0000 0000 GC & SF 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203022 XXXX 0000 0000 CCSD & RGNG BLK 1 S 1/2 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203025 ABST 2255 468 A B & M 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203203 ABST 2322 136 J XXXXXX 617.02 ACRES (PT OF XXXXXX XXXXXX RANCH) 203323 ABST 2396 1646 CCSD & RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203362 ABST 2418 SUR 1696 GC & SF 342.6486 ACS (PT OF XXXXXXXX RANCH) 203365 ABST 2419 1692 GC & SF 518.7035 ACRES (PT OF XXXXXXXX RANCH) 203366 ABST 2420 2112 X X XXXXX 627.12 ACRES (PT OF XXXXXXXX RANCH) 203367 ABST 2421 1004 XX XXXXXXXX 634.58 ACRES (PT OF XXXXXXXX RANCH) 203426 ABST 2441 1648 CCSD & RGNG E 1/2 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203427 ABST 2444 1650 X X XXXXXX 609.95 ACRES (PT OF XXXXXX XXXXXX RANCH) 203495 ABST 2473 SUR 576 BS&F "T" 000.00 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203498 ABST 2474 SUR 1928 TM RY CO 297.5824 ACRES (PT OF XXXXXX XXXXXX RANCH) 204228 ABST 2876 P 1652 X X XXXXXX 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 204229 ABST 2877-1664 CDSD AND RGNG 655.7 ACRES & 1 1995 (E) MOBILE HOME 12X56 WHITE 204622 ABST 3094 P 1662 X X XXXXXX E 1/2 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 204743 ABST 3142 P 1666 CCSD & RGNGRYN 1/2 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 205148 ABST 3301 P 1648 O A & F A W 320.00 (PT OF XXXXXX XXXXXX RANCH) 205198 ABST 3329 P 2060 C T & M C SE/4 000 XXXXX (XX XX XXXX 59.98 FEET TO XXXXXX XXXXXXXX RANCH) 205199 ABST 3330 P 2060 C T & M C NW/4 & NW/4 OF NE/4 000 XXXXX (XX XX XXXX XXXXXX XXXXXXXX RANCH) 205202 ABST 3333 P 2367 X X XXXXXX 91.34 ACRES (PT OF XXXXXXXX RANCH) 366522 ABST 2419 1692 GC & SF 518.7035 ACRES (PT OF XXXXXXXX RANCH) 366523 XXXX 0000 XXX 0000 XX & SF 295.2104 ACS 366630 XXXX 0000 0000 GC & SF 00.0000 XXXXX (XX XX XXXX XXXXXX XXXXXXXX RANCH) 199894 ABST 0828-1117 AB&M 640 ACRES 199895 ABST 0829-1115 AB&M 640 ACRES 200194 ABST 942 SUR 1613 XXXXXX X XXXX 154.316 ACS 200226 ABST 957 SUR 108 C XXXXXXXXX 105.26 ACS 200227 ABST 957 SUR 108 C XXXXXXXXX 34.7704 ACS (HEADQUARTERS) 200297 ABST 0992-1926 M XXXXXXX 640 ACRES 200309 ABST 1001 SUR 1186 M CORONA 118.771 ACS 200310 ABST 1001 SUR 1186 M CORONA 41.2286 ACS 200778 ABST 1240-1209 M GIL 160 ACRES 200847 ABST 1273-1603 CC&SF 245.85 ACRES 200849 ABST 1273 SUR 1603 GC & SF 358.426 ACS 200851 ABST 1274 SUR 1601 GC & SF 387.959 ACRES 200852 XXXX 0000 XXX 0000 XX & SF 255.5406 ACS 201180 ABST 1412-861 AB&M 640 ACRES 201957 XXXX 0000-0000 TM XX 000 XXXXX 000000 XXXX 0000-0000 TM XX 000 XXXXX 000000 XXXX 0000-0000 XX XX XX 000 ACRES 201969 ABST 1815 SUR 1905 TT RR 182.7302 ACS 203632 ABST 2568-1116 AB&M 671.4 ACRES 203999 ABST 2742 SUR 1908 TT RR CO 2.95 ACS 204620 ABST 3093-1118 A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT B & M N/2-N/ 2-SE/4 & SE/4-SE/4 280 ACRES 205151 ABST 3305 SUR 000 X X XXXXXXX 359.12 ACS 205152 ABST 3305 SUR 000 X X XXXXXXX 280.8798 ACS 204232 ABST 2880 P 2058 C T & M C 640 ACRES 204328 ABST 2941 P 2060 S XXXXXX 80 ACRES 204722 ABST 3131 P 542 1/2 A B & M 330.17 ACRES 204723 ABST 3132 P 476 S & M 650.95 ACRES 204845 ABST 3207 P 1194 G C & S F 682.3 ACRES 203904 ABST 2698 P 1684 CCSD & RGNG 560 ACRES 204285 ABST 2910 P 1684 CCSD & RGNGRY 80 ACRES 598418 ABST 3103 SUR 0000 XX XX XXX 0/0 XXX XX 629.509 ACS (314.755 ACS) ABST 3103 SUR 1096 TT RR UND 1/2 INT ON THE EAST LINE 629.509 ACS (314.755 ACS) 200095 ABST 000 XXX 000 X X & F 350.4928 ACRES (PT OF THIS TRACT; THENCE SOUTH 00º24'13XXXXXX XXXXXX RANCH) 200538 XXXX 0000 0000 CCSD&RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200560 ABST 1124 1665 CCSD&RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 200836 ABST 1267 1691 G C & S F 640 ACRES (PT OF XXXXXX XXXXXX RANCH) 203025 ABST 2255 468 A B & M 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203323 ABST 2396 1646 CCSD & RGNG 000 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203495 ABST 2473 SUR 576 BS&F "T" EAST PASSING THE SOUTH LINE 000.00 XXXXX (XX XX XXXXXX XXXXXX RANCH) 203498 ABST 2474 SUR 1928 TM RY CO 297.5824 ACRES (PT OF SAID I. XXXXXX XXXXXX RANCH) 204229 ABST 2877-1664 CDSD AND RGNG 655.7 ACRES 204743 ABST 3142 P 1666 CCSD & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID RGNGRYN 1/2 000 XXXXX (XX XX XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. RANCH) 200416 ABST 1038 P 39 CCSD & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, RGNG 640 ACRES 203310 ABST 2387 P 10 X X XXXXXXXXXX 640 ACRES 200556 ABST 1122 SUR 1661 CCSD & RGNG 8.532 ACS 200559 ABST 1123 SUR 1663 CCSD & RGNG 8.684 ACS 200561 ABST 1125 1667 CCSD&RGNG 640 ACRES (SHARE A) 200562 ABST 1126 SUR 1669 CCSD & RGNG 640 ACS (SHARE A) 200567 ABST 1130 SUR 1677 CCSD & RGNG 640 ACS (SHARE A) 203523 ABST 2490 SUR 1668 I VERGARA 615.00 ACS (SHARE A) 203527 ABST 2494 SUR 1676 CCSD & RGNG 652.90 ACS (SHARE A) 203528 ABST 2495 SUR 1678 CCSD & RGNG 652.90 ACS (SHARE A) 200374 ABST 1027-11 CCSD & RGNG 560.51 ACS 203317 ABST 2389 SUR 42 CCSD & RGNG 560.51 ACS 200957 ABST 1319 0000 X X & X X 0.00 XXXXX 000000 ABST 1771-117 T & N O 'W' 269.00 ACRES 201959 XXXX 0000 0000 TEX MEX RY CO 8.80 ACRES 201961 XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 0000 0000 TM TT CO 595.6 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “read receipt” does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by the Bellevue Xxxxxx Independent School District Board of Trustees on April 14December 12, 2022 to receive public input on a proposal to create a Reinvestment Zone for appraised value limitation on certain property located within Clay Delta County, Texas. The legal description of Specifically, the reinvestment zone is consists of the parcels listed as follows: THE XXXXXXXXXX & STONE SURVEY3110 57.000 XXXXXX XXXX L 0205 X X XXXXXX, ABSTRACT NOTRACT 4, ACRES 57. 11013624 50.230 0281 X X XXXX, THE J. ELSEFFER SURVEYTRACT 11, ABSTRACT N0.1019ACRES 50.23 1727 17.746 0057 X X XXX, THE X. XXXXXXXXXX SURVEYTRACT 14, ABSTRACT XX. 000ACRES 17.746 1711 99.861 XXXX FARMS INC 0057 X X XXX, XXX X. XXXXXX SURVEY, ABSTRACT NO. 783, THE I. & G. N. RAILROAD COMPANY SURVEY, ABSTRACT NO. 262, THE R. SUNAGAS SURVEY, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. TRACT 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO ACRES 99.861 3623 50.000 XXXXXXX X. XXXXX XXXXX & XXXXXX X. M 0281 X X XXXX, TRACT 10, ACRES 50. 3621 117.310 XXXXXXX XXXXX XXXXX & XXXXXX FROM XXXXX XXXXXXX M 0281 X X XXXX, TRACT 8, ACRES 117.31 Between Xxxxxx ISD and Eagle Springs Solar, LLC # 1936 December 12, 2022 Exhibit 1 A RESOLUTION DESIGNATING A REINVESTMENT ZONE IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER CONNECTION WITH AN ECONOMIC DEVELOPMENT AGREEMENT UNDER CHAPTER 313 OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0TEXAS TAX CODE, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON SUCH REINVESTMENT ZONE LOCATED WITHIN THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE GEOGRAPHIC BOUNDARIES OF THE XXXXXX COUNTY INDEPENDENT SCHOOL LAND SURVEYDISTRICT, ABSTRACT NO. 308, TO BE KNOWN AS THE “EAGLE SPRINGS SOLAR REINVESTMENT ZONE #1”; ESTABLISHING THE BOUNDARIES THEREOF IN CONNECTION WITH AN APPLICATION FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY VALUE LIMITATION AGREEMENT FOR SCHOOL DISTRICT MAINTENANCE AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OPERATIONS TAXES UNDER CHAPTER 313 OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.TEXAS TAX CODE SUBMITTED BY EAGLE SPRINGS SOLAR, LLC:
Appears in 1 contract
FACSIMILE OR ELECTRONIC DELIVERY.
A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When or EXHIBIT 1 DESCRIPTION AND LOCATION OF ENTERPRISE OR REINVESTMENT ZONE At the recipienttime of the Application Approval Date, by an e-mail sent to the e-mail address for Xxxxxx ISD portion of the executing Parties acknowledges having received that e-mail (an automatic “read receipt” does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by the Bellevue Independent School District Board of Trustees on April 14, 2022 to receive public input on a proposal to create a Reinvestment Zone for appraised value limitation on certain property located Project is within Clay County, Texas. The legal description of the reinvestment zone established pursuant to Chapter 312 of the Texas Tax Code by order on December 12, 2016 in Xxxx County. All of the Applicant’s Qualified Property and Applicant’s Qualified Investment that is as followssubject to this Agreement will be located within the boundaries of these Reinvestment Zones and the boundaries of the District. XXXX COUNTY LEGAL DESCRIPTION: THE XXXXXXXXXX BEING APPROXIMATELY 234,222 ACRES OF LAND AND BEING ALL OF AND/OR ANY PORTIONS OF SECTIONS: 1, A-1456, 2, A-1459, 3, X-000, 0, X-000, 0, X-000, 00, X-000, 11, A-1457 AND 12, A-1461, XXXXX 00, X.X. & STONE X.X. XX Xx. XXXXXX, 000, A-1489, 390, A-1518, 000, X-000, 000, X-0000, 395, X-000, 000, X-000, 000, X-0000, 000, X- 0000, 399, A-1488, 400, A-1505, 000, X-000, 000, X-0000, 000, X-00, 404, 1513, 431, X-000 XXX 000, X-0000, XXXXX 9, E.L. & R.R. RR Co. SURVEY, ABSTRACT NO. 1101437, THE J. ELSEFFER SURVEYX-00, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, X-000, 000, X-000, 000, X-000, 000, X-0000, 000, X-000 AND 442, A-1012, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 000, A-1492, 276, X- 0000, 2, A-1518, 1359, A-1486 AND 1360, X-0000, X.X. & X.X. XX Xx. XXXXXX, 0000, X-000 XXX 0000, X-000, X. & X.X. XX Xx. XXXXXX, 0, A-1068, XXXXX X, X.X. & X.X. XX Xx. XXXXXX, 0, X- 000, 0, A-1295, 2, A-1170, 2, A-672, 2, A-1468, 2, A-1186, 2, A-1435, 49, X-000, 000, X-00, 000, X- 0000, 445, X-00, 000, X-000, 000, X-00, 448, A-1447, 448, 787, 448, A-1183, 448, 1239, 449, X-00, 000, X-000, 450, A-1416, 450, A-1070, 450, A-1415, 000, X-00, 000, X-0000, 452, A-1496, 000, X-000, 000, X-XXXXX, 000, X-00, 454, A-1335, 454, A-1164, 454, A-1050, 455, X-00, 000, X-000, 457, A-43, 458, A-1236, 458, A-1232, 459, X-00, 000, X-000, 000, X-00, 000, X-000, 462, A-1159, 462, A-1051, 000, X-00, 000, X-0000, 000, X-000, 000, X-00, 000, X-000, 466, A-1332, 467, X-00, 000, X-000, 469, X-00, 000, X-00, 000, X-000, 472, A-1034, 472, A-1119, 000, X-00, 000, X-0000, 474, X-000, 000, X- 1476, 000, X-000, 000, X-00, 000, X-000, 479, A-11, 480, A-1117, 000, X-000, 000, X-00, 000, X-000, 482, A-1083, 482, A-1128, 482, A-1106, 482, A-1108, 482, A-1221, 482, A-1266, 482, A-1079, 000, X- 00, 000, X-00, 486, A-1145, 000, X-000, 000, X-0000, 000, X-000, 000, X-00, 000, X-000, 494, A-1408, 494, A-1172, 000, X-00, 000, X-0000, 000, X-000, 000, X-00, 000, X-0000, 000, X-000, 498, A-1258, 498, A-1264, 499, X-00, 000, X-000, 000, X-00, 000, X-000, 505, X-00, 000, X-000, 000, X-00, 000, X- 000, 509, X-00, 0000, X-00, 1405, A-1484, 1406, A-1512, 1407, A-1058, 1408, A-1074, 1409, A-1059, 1410, X-000, 0000, X-0, 1412, A-606, 1415, A-1060, 1416, A-679, 1417, A-1061, 1418, A-1075, 1419, A-1485 AND 1420, A-1500, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 0000, X-000, 0000, X-000, 1425, X-000, 0000, X-000, 1427, A-199 AND 1428, X-000, XXXXX 00, X.X. & X.X. XX Xx. XXXXXX, 000, X-00, 000, X-000, 502, A-1111, 502, 1122, 000, X-00, 000, X-0000, 000, X-000, 504, A-1003, 505, X-00, 000, X-000, 506, A-1072, 506, A-1557, 506, A-1169, 506, X-000, 000, X-00, 508, A-1185, 000, X-000, 000, X-00, 000, X-000, 000, X-00, 000, X-0000, 000, X-000, 518, 1255, 519, X-00, 000, X-000, 000, X-00, 000, X-000, 529, A-65, 530, A-1521, 530, A-1550, 530, A-1529 AND 530, X-000, XXXXX 0, X.X. & X.X. XX Xx. XXXXXX, 000, X-000 XXX 000, X-000, XXXXX 0, X.X. & C.N.G. XX Xx. XXXXXX, 0, X-000, 0, X-000, 3, X-000, 0, X-000, 0, X-000, 0, X-000 AND 10, X-000, XXXXX 0, X. & X.X. XX Xx. XXXXXX, 000, X-00, XXXXX 0, XXXX X. XXXXXX SURVEY, ABSTRACT NO. 783434, THE I. & G. N. RAILROAD COMPANY SURVEYA- 727, ABSTRACT NO. 262434, THE R. SUNAGAS SURVEYA-1005 AND 434, ABSTRACT NO. 408, THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. 1, ABSTRACT NO. 999 AND THE X. X. XXXXXX SURVEY NO.2, ABSTRACT NO. 1000, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A ½ INCH IRON ROD FOUND BEING THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000A-1127, XXXX XXXXXX, XXXXX, BEING AN INTERIOR CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACT; THENCE SOUTH 00º0'13" EAST, PASSING THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE NORTH LINE OF SAID XXXXXX SURVEY NO.1, A DISTANCE OF 876.76 FEET ALONG THE WEST LINE OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD AND THE EAST LINES OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 7831, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEYX-000, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000X-000 AND 1, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 FEET ALONG THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, ALONG THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.0, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. & G. N. RR. CO. SURVEY, ABSTRACT 262, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX , XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2, A DISTANCE OF 4,094.77 FEET TO A 1/2 INCH IRON ROD ON THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY, ABSTRACT XX. 000, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT; THENCE SOUTH 89º13'29" WEST 980.96 FEET ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY TO THE PLACE OF BEGINNING, AND CONTAINING 994.84 ACRES, MORE OR LESS. BEGINNING AT A FOUND 1/2" IRON ROD AT THE INTERSECTION OF THE SOUTH LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY LINE OF SAID F.W. & D.C. RR . TO A POINT FOR THE NORTHWEST CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG THE NORTH RIGHT OF WAY FENCE OF SAID EAST XXXXXXX DRIVE TO A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.A-1377,
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FACSIMILE OR ELECTRONIC DELIVERY. A. This Agreement may be duly executed and delivered in person, by mail, or by facsimile or other electronic format (including portable document format (pdf) transmitted by e- mail). The executing Party must promptly deliver a complete, executed original or counterpart of this Agreement to the other executing Parties. This Agreement shall be binding on and enforceable against the executing Party whether or not it delivers such original or counterpart.
B. Delivery is deemed complete as follows:
i. When delivered if delivered personally or sent by express courier service;
ii. Three (3) business days after the date of mailing if sent by registered or certified U.S. mail, postage prepaid, with return receipt requested;
iii. When transmitted if sent by facsimile, provided a confirmation of transmission is produced by the sending machine; or
iv. When the recipient, by an e-mail sent to the e-mail address for the executing Parties acknowledges having received that e-mail (an automatic “read receipt” does not constitute acknowledgment of an e-mail for delivery purposes). A public hearing was conducted by the Bellevue Independent School District Board of Trustees on April 14EXHIBIT 1 DESCRIPTION AND LOCATION OF ENTERPRISE OR REINVESTMENT ZONE Reinvestment Zone: 2265 Acres, 2022 to receive public input on a proposal to create a Reinvestment Zone for appraised value limitation on certain property all located within Clay in Crane ISD, Crane County, Texas. The legal description of the reinvestment zone is as follows: THE XXXXXXXXXX EXHIBIT 2 DESCRIPTION AND LOCATION OF LAND A PARCEL OF LAND BEING A PORTION OF SECTION 86, BLOCK X, SURVEY ABSTRACT 596, C.C.S.D. & STONE R.G.N.G. R.R. CO. SURVEY, A PORTION OF SECTION 2, SURVEY ABSTRACT NO. 11011225, THE J. ELSEFFER SURVEY, ABSTRACT N0.1019, THE X. XXXXXXXXXX SURVEY, ABSTRACT XX. 000, XXX X. XXXXXX SURVEY, A PORTION OF SECTION 6, SURVEY ABSTRACT NO. 783965, THE I. & G. N. RAILROAD COMPANY X.X. XXXX SURVEY, A PORTION OF XXXXXXX 0, XXXXXX XXXXXXXX 000, X. & O.B. R.R. SURVEY AND SECTION 2, SURVEY ABSTRACT NO. 262969, THE R. SUNAGAS X.X. XXXXXX SURVEY, ABSTRACT NO. 408ALL LYING WITHIN THE COUNTY OF CRANE, STATE OF TEXAS, AS CONVEYED IN THE X. XXXXXXX SURVEY, ABSTRACT NO. 844, THE X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, THE X.X. XXXXXX SURVEY NO. WARRANTY DEED RECORDED JUNE 1, ABSTRACT NO. 999 AND 2000 IN VOLUME 416 AT PAGE 268 IN THE X. X. XXXXXX SURVEY NO.2RECORDS OF THE OFFICE OF THE CRANE COUNTY CLERK, ABSTRACT NO. 1000STATE OF TEXAS, BEING A PART OF THAT CERTAIN TRACT DEEDED TO XXXXXXX X. & XXXXXX X. XXXXXX FROM XXXXX XXXXXXX IN JANUARY, 2006, AS RECORDED IN VOLUME 496, PAGE 304, CLAY COUNTY DEED RECORDS, AND BEING MORE SPECIFICALLY PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT THENCE ALONG THE EAST LINE OF SAID SECTION 6, X.X. XXXX SURVEY, SOUTH 01°24'09" WEST, A ½ INCH IRON ROD FOUND BEING DISTANCE OF 2095.11 FEET TO THE NORTHWEST CORNER OF THE T. & N.O. RAILROAD COMPANY SURVEY XX.0, XXXXXXXX XX. 000, XXXX XXXXXX, XXXXX, BEING AN INTERIOR SOUTHEAST CORNER OF SAID X. X. XXXXXX SURVEY NO. 2, BEING AN ANGLE POINT ON THE CENTERLINE OF SCALING RANCH ROAD, A COUNTY ROAD, AND BEING AN INTERIOR CORNER OF SAID XXXXXX TRACT FOR AN INTERIOR CORNER AND PLACE OF BEGINNING OF THIS TRACTSECTION 6; THENCE SOUTH 00º0'13" EAST, PASSING ALONG THE SOUTH LINE OF SAID XXXXXX SURVEY NO.2 AND THE SECTION 6, NORTH LINE OF SAID XXXXXX SURVEY NO.188°36’28” WEST, A DISTANCE OF 876.76 1688.53 FEET ALONG TO THE WEST LINE INTERSECTION OF SAID T. & N.0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD SOUTH LINE AND THE EAST LINES COUNTY LINE BETWEEN UPTON COUNTY AND CRANE COUNTY; THENCE ALONG SAID COUNTY LINE, NORTH 00°39’42” WEST, A DISTANCE OF SAID XXXXXX SURVEYS AND SAID XXXXXX TRACT 7101.00 FEET TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION BEGINNING, SAID POINT HAVING TEXAS STATE PLANE COORDINATES, CENTRAL ZONE #4203, OF: NORTHING – 10423740.48 AND EASTING – 1679243.54; THENCE SOUTH 64°48’43” WEST, A DISTANCE OF 1420.39 FEET; THENCE SOUTH 65°16’13” WEST, A DISTANCE OF 1012.34 FEET; THENCE SOUTH 79°25’03” WEST, A DISTANCE OF 424.72 FEET; THENCE SOUTH 80°41’35” WEST, A DISTANCE OF 485.39 FEET; THENCE SOUTH 79°58’29” WEST, A DISTANCE OF 445.19 FEET; THENCE NORTH 00°00’00” EAST, A DISTANCE OF 1571.27 FEET; THENCE SOUTH 71°06’00” WEST, A DISTANCE OF 26.11 FEET; THENCE SOUTH 72°32’33” WEST, A DISTANCE OF 169.92 FEET; THENCE SOUTH 74°48’23” WEST, A DISTANCE OF 377.00 FEET; THENCE SOUTH 74°39’55” WEST, A DISTANCE OF 446.99 FEET; THENCE SOUTH 72°38’32” WEST, A DISTANCE OF 221.58 FEET; THENCE SOUTH 70°50’43” WEST, A DISTANCE OF 2035.14 FEET TO THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY, THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE EAST LINE OF SAID XXXXXX SURVEY NO. 2 WITH THE NORTHEAST EASTERLY RIGHT-OF-WAY LINE OF A 100 FOOT WIDE BURLINGTON NORTHERN SANTA FE RAILROAD COMPANY U.S. HIGHWAY 385; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY, SAID IRON ROD ALSO BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID XXXXXX TRACT FOR THE MOST SOUTHERLY SOUTHEAST CORNER OF THIS TRACT; THENCE LEAVING THE WEST LINE OF SAID T. & N. 0. RR. CO. SURVEY AND THE EAST LINE OF SAID XXXXXX XXXXXX XX.0, XXXXX 00x00'00" XXXX, PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 1 AND THE SOUTH LINE OF SAID XXXXXX SURVEY NO. 2 AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY NO. 2 AND THE SOUTH LINE OF SAID R. SUNAGAS SURVEY, ABSTRACT NO. 408, 4,912.07 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF- WAY TO A ½ INCH IRON ROD SET BEING A POINT OF CURVATURE ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY FOR A POINT OF CURVATURE ON THE SOUTHWEST LINE OF THIS TRACT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY, AND ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 6,400.00 FEET, AN ARC LENGTH OF 1,401.35 FEET, AND WHOSE CHORD BEARS NORTH 30º05'18" WEST 1398.55 FEET TO A ½ INCH IRON ROD SET BEING A POINT OF TANGENCY ON THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT- OF-WAY LINE OF SAID RAILROAD RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY FOR A POINT OF TANGENCY ON THE SOUTHWEST LINE OF THIS TRACT; THENCE NORTH 23º48'58" 18°33’05” WEST, PASSING THE NORTH LINE OF SAID SUNAGAS SURVEY AND THE SOUTH LINE OF SAID X. XXXXXX SURVEY, ABSTRACT NO. 783, AND PASSING THE NORTH LINE OF SAID XXXXXX SURVEY AND THE SOUTH LINE OF SAID XXXXXXXXX & STONE SURVEY, ABSTRACT NO. 1101 A DISTANCEOF 6,758.93 FEET ALONG THE SOUTHWEST LINE OF SAID XXXXXX TRACT AND THE NORTHEAST RIGHT-OF-WAY LINE OF SAID BNSF RAILROAD COMPANY RIGHT-OF-WAY TO A ½ INCH IRON ROD FOUND BEING THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID XXXXXXXXX & XXXXX SURVEY, THE CENTERLINE OF XXXXXXX ROAD, A COUNTY ROAD, AND THE SOUTH LINE OF THE T. & N. 0. RAILROAD COMPANY SURVEY XX. 0, XXXXXXXX XX. 000, WITH THE NORTHEAST RIGHT-OF-WAY LINE OF SAID RAILROAD RIGHT-OF- WAY, AND BEING A POINT WHERE THE NORTHWEST BOUND RAILROAD RIGHT-OF- WAY WIDENS TO 150 FEET WIDE, SAID IRON ROD BEING A NORTHWEST CORNER OF SAID XXXXXX TRACT FOR THE NORTHWEST CORNER OF THIS TRACT; THENCE NORTH 89º49'09" EAST, PASSING THE EAST LINE OF SAID XXXXXXXXX & STONE SURVEY AND THE WEST LINE OF SAID J. ELSEFFER SURVEY, ABSTRACT NO. 1019, A DISTANCE OF 2,280.47 2043.42 FEET ALONG TO THE NORTH NORTHWESTERLY LINE OF SECTION 2, SURVEY ABSTRACT 511, H & OB RR SURVEY; THENCE ALONG SAID XXXXXX TRACT AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYSNORTHWESTERLY LINE, ALONG NORTH 41°20’41” EAST, A DISTANCE OF 605.86 FEET TO THE CENTERLINE OF SAID XXXXXXX ROAD, AND ALONG THE SOUTH EASTERLY LINE OF SAID T. & N. 0. RR. CO. SURVEY NO. 7 TO A ½ INCH IRON ROD SET FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE NORTH LINE OF SAID XXXXXX TRACT 101, SURVEY ABSTRACT 948, X.X. XXXXX AND SAID XXXXXXXXX & STONE AND ELSEFFER SURVEYS, THE CENTERLINE OF SAID XXXXXXX ROAD AND THE SOUTH LINE OF SAID T. & N. 0. RR. CO. XXXXXX XX.000, XXXXX 00x00'00" XXXX 627.26 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 54º39'31" EAST 1,455.90 FEET TO A ½ INCH IRON ROD SET IN A FENCELINE ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE SOUTH 00º16'27" WEST 1,082.43 FEET ALONG A FENCELINE ON THE WEST SIDE OF SAID FIELD TO A FENCE CORNER POST ON THE SOUTH LINE OF SAID ELSEFFER SURVEY AND THE NORTH LINE OF SAID X. X, XXXXXX SURVEY BEING THE SOUTHWEST CORNER OF SAID CULTIVATEDFIELD FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE NORTH 89º40'56" EAST 544.60 FEET ALONG THE SOUTH LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE NORTH LINE OF SAID XXXXXX SURVEY TO A FENCE CORNER POST BEING THE SOUTHEAST CORNER OF SAID ELSEFFER SURVEY AND SAID FIELD AND AN ANGLE POINT ON THE WEST LINE OF SAID X. XXXXXXXXX SURVEYXXXXXXXX 000, ABSTRACT NO 947, FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING XXX XXXXX XXXX XX XXXX XXXXXX XXXXXX, NORTH 00º16'34" EAST 1,077.54 FEET ALONG THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND ALONG THE WEST LINE OF SAID X. XXXXXXXXX SURVEY TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE NORTH LINE OF THIS TRACT; THENCE LEAVING THE EAST LINE OF SAID ELSEFFER SURVEY AND SAID CULTIVATED FIELD AND THE WEST LINE OF SAID X. XXXXXXXXX SURVEY, EAST, PASSING THE EAST LINE OF SAID X. XXXXXXXXX SURVEY AND THE WEST LINE OF SAID I. C.C.S.D. & G. N. RR. R.G.N.G. R.R. CO. SURVEY, BEING THE WESTERLY LINE OF SECTION 2, SURVEY ABSTRACT 262969, X.X. XXXXXX SURVEY AND SECTION 86, BLOCK X, SURVEY ABSTRACT 596, C.C.S.D. & R.G.N.G. R.R. CO. SURVEY; THENCE ALONG SAID EASTERLY LINE, NORTH 14°28’00” WEST, A DISTANCE OF 3,303.60 FEET TO A ½ INCH IRON ROD ON THE EAST LINE OF SAID I. & G.N. RR. CO SURVEY AND THE WEST LINE OF THE XXXXXX COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 308, FOR THE NORTHEAST CORNER OF THIS TRACT. THENCE SOUTH 00º25'10" EAST 4,900.46 FEET ALONG THE EAST LINE OF SAID I & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY TO A ½ INCH IRON ROD FOUND LYING NORTH 00º25’10” WEST 60.00 FEET FROM THE SOUTHWEST CORNER OF SAID XXXXXX COUNTY SCHOOL LAND SURVEY AND AN INTERIOR CORNER OF SAID I. & G.N. RR. CO. SURVEY FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT6385.35 FEET; THENCE LEAVING THE EAST LINE OF DEPARTING SAID I. & G. N. RR. CO. SURVEY AND THE WEST LINE OF SAID XXXXXX COUNTY SCHOOL XXXX XXXXXX EASTERLY LINE, XXXXX 00x00'00" XXXX 59.98 FEET TO A ½ INCH IRON ROD FOUND FOR AN ANGLE POINT ON THE EAST LINE OF THIS TRACT; THENCE SOUTH 00º24'13" EAST PASSING THE SOUTH LINE OF SAID I. & G. N. RR. CO. SURVEY AND THE NORTH LINE OF SAID X. X. XXXXXXX SURVEY, ABSTRACT NO. 1140, AND PASSING THE SOUTH LINE OF SAID XXXXXXX SURVEY AND THE NORTH LINE OF SAID XXXXXX SURVEY NO. 290°00’00” EAST, A DISTANCE OF 4,094.77 3649.58 FEET TO A 1/2 INCH IRON ROD ON LINE PARALLEL WITH AND DISTANT 76.22 FEET WESTERLY FROM THE EASTERLY LINE OF THE 136 ACRE EXCEPTED PARCEL IN SAID SECTION 86, BLOCK X; THENCE ALONG SAID PARALLEL LINE, SOUTH 14°28’00” EAST, A DISTANCE OF 1264.94 FEET TO A LINE PARALLEL WITH AND DISTANT 11.18 FEET SOUTHERLY FROM THE SOUTHERLY LINE OF SAID XXXXXX SURVEY NO. 2 136 ACRE EXCEPTED PARCEL IN SECTION 86, BLOCK X; THENCE ALONG SAID PARALLEL LINE, NORTH 75°32’00” EAST, A DISTANCE OF 1743.90 FEET TO A LINE PARALLEL WITH AND SAID XXXXXX TRACT, DISTANT 66.22 FEET WESTERLY FROM THE CENTERLINE OF SAID SCALING RANCH ROAD, AND THE NORTH EASTERLY LINE OF SAID T. & N. 0. RR. CO. SECTION 86; THENCE ALONG SAID PARALLEL LINE, SOUTH 14°28’00” EAST, A DISTANCE OF 1849.24 FEET TO THE NORTHERLY LINE OF SECTION 2, SURVEY ABSTRACT 1225, X.X. XXXXXX SURVEY; THENCE ALONG SAID NORTHERLY LINE, ABSTRACT XX. 000NORTH 75°32’00” EAST, XXXX XXXX XXX XXXXX XXXXX 00x00'00" WEST 60.00 FEET FROM THE SOUTHEAST CORNER A DISTANCE OF SAID XXXXXX SURVEY NO. 2 AND A SOUTHEAST CORNER OF SAID XXXXXX TRACT, THE SOUTHWEST CORNER OF SAID I. & G. N. RR. CO. SURVEY, FOR THE MOST EASTERLY SOUTHEAST CORNER OF THIS TRACT1061.01 FEET; THENCE SOUTH 89º13'29" WEST 980.96 00°25’39” EAST, A DISTANCE OF 1275.80 FEET; THENCE SOUTH 90°00’00” EAST, A DISTANCE OF 1297.93 FEET TO SAID COUNTY LINE, BETWEEN CRANE COUNTY AND UPTON COUNTY; THENCE ALONG THE SAID COUNTY LINE, SOUTH LINE 00°39’42” EAST, A DISTANCE OF SAID XXXXXX SURVEY NO. 2 AND SAID XXXXXX TRACT, ALONG THE CENTERLINE OF SAID SCALING RANCH ROAD, AND ALONG THE NORTH LINE OF SAID T. & N. 0. RR. CO. SURVEY 4283.71 FEET TO THE PLACE POINT OF BEGINNING, AND . CONTAINING 994.84 52,767,050 SQUARE FEET OR 1,211.365 ACRES, MORE OR LESS. BEGINNING A PARCEL OF LAND BEING A PORTION OF SECTION 6, SURVEY ABSTRACT 965, X.X. XXXX SURVEY, LYING WITHIN THE COUNTY OF CRANE, STATE OF TEXAS, AS CONVEYED IN THE WARRANTY DEED RECORDED JUNE 1, 2000 IN VOLUME 416 AT A FOUND 1/2" IRON ROD AT PAGE 268 IN THE INTERSECTION RECORDS OF THE SOUTH OFFICE OF THE CRANE COUNTY CLERK, STATE OF TEXAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THENCE ALONG THE SOUTHWESTERLY LINE OF SAID T. & N.O. RR. CO. SURVEY NO.7 AND SECTION 6, ALSO BEING THE EAST RIGHT OF WAY LINE OF THE F.W. & D.C. RR. AND IN THE CENTER OF EAST XXXXXXX DRIVE (PAVED) AND AT THE NORTHWEST CORNER OF A CERTAIN 994.82 ACRES TRACT FOR THE SOUTHWEST AND BEGINNING CORNER OF THIS EASEMENT. THENCE N. 26 DEG. 22 MIN. 47 SEC. W. 26.71 FEET ALONG THE EAST RIGHT OF WAY SOUTHEASTERLY LINE OF SAID F.W. & D.C. RR . SECTION 2, NORTH 41°20’15” EAST, A DISTANCE OF 5833.90 FEET TO A POINT FOR THE NORTHWEST WESTERLY INSIDE CORNER OF THIS EASEMENT. THENCE N. 89 DEG. 49 MIN. 58 SEC. E. 2292.25 FEET ALONG SAID SECTION 6, ALSO BEING THE NORTH RIGHT OF WAY FENCE EAST CORNER OF SAID EAST XXXXXXX DRIVE TO SECTION 2, BEING A POINT FOR THE NORTHEAST CORNER OF THIS EASEMENT.FOUND 2 INCH IRON PIPE;
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