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CC Resolution No. 2542RESOLUTION NO . 2542 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS , AUTHORIZING THE PREPARATION OF A SERVICE PLAN FOR THE INVOLUNTARY ANNEXATION OF A 473.8-ACRE TRACT OF LAND SITUATED IN THE JOHN IIAMS SURVEY , A-15 AND THE JOHN STEEL SURVEY , A-227, CHAMBERS COUNTY, TEXAS, ALONG WITH PROPERTY NECESSARY TO MAKE SUCH TRACT CONTIGUOUS TO THE CORPORATE LIMITS OF THE CITY OF BAYTOWN; AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. ****************************************************************************************** BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS: Section 1: That the City Co uncil of the City of Baytown, Texas, hereby authorizes and directs the Planning and Development Services Department to prepare a service plan for a 473.8-acre tract of land situated in the John ljams Survey, A-15 and the John Steel Survey, A-227, Chambers County, Texas, along with property necessary to make such tract contiguous to the corporate limits of the City of Baytown, as more particularly depicted in Exhibit "A," which is attached hereto and incorporated herein for all intents and purposes . Section 2: This resolution shall take effect immediately from an fter its passage by the City Council of the City of Baytown . INTRODUCED, READ and PASSED, by the affirmative vote Baytown this the 2ih day of September, 2018. APPROVED AS TO FORM: R: \Karen \F i I es\C i ty Co u nci 1\Res o I ution s\20 18\September 2 7\0rdeti ngS erv i ceP ian4ln vo I u nt ary Annexationo fDr eentransport .doc W~E w s Wa/Mart IDA Annexation IDA Pa rce l City Li m it m X ::J 0"' ;::::;.: .. 473 .8 ACRES EXHIBIT A DESCRIPTION OF A 473.8 ACRE TRACT OF LAND SITUATED IN THE JOHN UAMS SURVEY, A-15 AND THE JOHN STEEL SURVEY. A-227 CHAMBERS COUNTY. TEXAS JOB NO.CRT02-Tl AUGUST 6, 2004 BEING a 473.8 acre (20.637,424 square feet) tract of land situated in the John Ijams Survey, Abstract Number 15 and the John Steel Survey, Abstract Number 227, Chambers County, Texas and being out of a certain called 1028.275 acre tract of land described as "Part Seven" in a deed from USX Corporation to Cedar Crossing, L.P. and filed for record under Volume 456, Page 155 of the Official Public Records of Chambers County, Texas, said 473.8 acre tract of land being more particularly described by metes and bounds as follows: COMMENCING at a 3/4-inch iron rod having a coordinate value of Y = 13,829,506.210, X=3,270,715.82 (NAD-83) found for the most northerly-northwest comer of the Main Mill Plat recorded in Volume "B", Page I3 6 of the Chambers County Plat Records; THENCE EAST-a distance of 110.87 feet along the north line of said Main Mill Plat to a 5/8-incb iron rod with cap stamped "Surv con" found for corner in a west line of a called 82.662 acre tract of land described as "Part 2, Exhibit "A", Tract II of II -Railroad" in a deed from USX Corporation to Cedar Crossing, L.P . and filed for record under Volume 456, Page 15'5 of the Official Public Records of Chambers County, Texas; THENCE the following courses and distances along a west line of said called 82.662 acre tract; N 00° 00' 44 " W, a distance of 78.43 feet to a 5/8-inch iron rod with cap stamped "S urvcon" found for corner; N 05° 33' 01 " W, a distance of 128.60 feet to a 5/8-inch iron rod with cap stamped "Surv con" found for corner; N 04° 26' 33 "W. a distance of255 .28 feet to a 5/8-inch iron rod with cap stamped "Surv con" found for comer; N 00° 00' 04 "E, a distance of 536.00 feet to a 5/8-inch iron rod with cap stamped "Brow n & Gay" found for a point of reference; THENCE over and across said called 1028.275 acre tract the following courses and distances: S 65° 17' 32" W, a distance of 93.57 feet to a 5/8-inch iron rod with cap stamped "Brown & Gay" found for corner and the POINT OF BEGINNING of the herein described 473.8 acre tract of land; S 65° 17' 32" W, a distance of 3507.42 feet to a 5/8-inch iron rod with cap stamped "Brown & Gay" found for corner; WEST-a distance 1166 .38 feet to a 5/8-inch iron rod with cap stamped "Brown & Gay" found for corner; NORTH -at a distance of 1394.35 pass through a 5/8-inch iron rod with cap stamped "Brown & Gay" found for the southeast corner of that certain 3.807 acre tract described as a 100 foot road easement to Chambers County as recorded under Volume 683, Page 93 of the Official Public Records of Chambers County, Texas, in all a total distance of 1494 .35 feet to a 5/8-inch iron rod with cap stamped "Brown & Gay" found for an interior comer and same being the northeast corner of the said 3.807 acre tract; HOU :~3814<>l.l '••' ·.. .· .. 473.8 ACRES AUGUST 6, 2004 PAGE2 WEST-a distance of 100.00 feet along the north line of the said 3.807 acre tract, to a S/8-inch iron rod with cap stamped "Brown & Gay " found, same being in the north line of the said 3.807 acre tract ; NORTH -a distance of 2393.42 feet to a S/8-inch iron rod with cap stamped " Brown & Gay found for corner and being in a soUlh line of a called 82.662 acre tract of land described as "Part 2, Exhibit "A", Tract II of I I -Railroad" in a deed from USX Corporation to Cedar Crossing, L.P. and filed for record under Volume 456, Page 155 of the Official Public Records of Chambers County, Texas; THENCE the following courses and distances along a south and west line of the said called 82 .662 acre tract; N 52° 20' 00 "E, a distance of 2516.50 feet to a 5/8-inch iron rod with cap stamped "Surv con" found for the beginning of a tangent curve to the right; In a northeasterly direction, a distance of 672 .35 feet along the arc of last said curve to the right having a radius of 1105 .92 feet, a central angle of34° 50' 00" and a chord which bears N 69° 45' 00 "E, 662.04 feet to a 5/8-inch iron rod with cap stamped "Sur vcon found for the point of tangency; N 87° 10' 00 " E. a distance of 796.31 feet to a 5/8-inch iron rod with cap stamped "S urvcon" found for the beginning of a tangent curie 10 the right; In a southeasterly direction, a distance of 1791.62 feet along the arc of the last said curve to the right having a radius of 1105.92 feet, a central angle of 92° 49' 14" and a chord which bearsS 46° 25' 23" E, 1602.03 feet to a 5/8-inch iron rod with cap stamped ~su rvcon" found for the point of tangency; S 00° 00' 46" E, a distance of 484.50 feet to a 5/8-inch iron rod with cap stamped "Brown & Gay" found for corner, and from which a found 5/8-inch iron rod with cap stamped "S urvcon" bearsS ooo 00' 4 6" E, 12.00 feet; . THENCE over and across said called 1028 .275 acre tract the following courses and distances: N 89° 59' 56 "W. a distance of 116.42 feet to a 5/8-inch iron rod with cap stamped "Brown & Gay" found tor corner; S ooo 00' 04" W, a distance of2639.14 feet to the POINT OF BEGINNING and containing 473 .8 acres (20 ,637,424 square feet) of land. Bearing orientation is based on the Tex~s State Pl~ne Coordinate System, South Central Zone 4204, North American Datum of 1983 (NAD-83). Revised August 19. 2004 HOU :.:!JSI olt> 1.1 Alan M. McLain RPLS No. 4511 Brown & Gay Engineers, Inc . 11490 Westheimer Road, Suite 700 Houston, Texas 77077 Telephone: (281) 558-8700