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<br />e <br /> <br />e <br /> <br />EXHIBIT AI. <br /> <br />ENOCH BRINSON SURVEY <br />ABSTRACT NO.5 <br /> <br />F 101-00-00-02-904.0 <br />PAGE 2 OF 2 <br /> <br />THENCE, South 86 degrees 57 minutes 43 seconds West, along a common line of said Eaton <br />and SPTC 9.689 acre parcels of land, a distance of 103.41 feet to a 5/8-inch iron rod set on the <br />west line of said SPTC 9.689 acre parcel of land, same being the northwest comer of said Eaton <br />parcel and also being on the east line of that certain parcel of land conveyed as Tract 1 by deed <br />dated July 23, 1992 to Buzbee-Weathersby-Cloy Corporation (BWCC) and recorded under <br />HCCF No. N789105 of said OPRRPHCT; <br /> <br />THENCE, North 03 degrees 02 minutes 19 seconds West, with the common line of said SPTC <br />9.689 acre parcel and said BWCC parcel, a distance of 128.63 feet to a I-inch iron pipe found <br />on the south line of that certain 36.108 acre parcel of land conveyed by deed dated January 18, <br />1980, to Southern Pacific Transportation Company and recorded under HCCF No. H967408 of <br />said OPRRPHCT; <br /> <br />THENCE, North 86 degrees 52 minutes 33 seconds East, with the common line of said SPTC <br />36.108 acre and said SPTC 9.689 acre parcels, a distance of 345.01 feet to a 5/8-inch iron rod <br />set on the arc of an intersecting curve to the right; <br /> <br />THENCE, in a Southeasterly direction across said SPTC 9.689 acre parcel and with said curve <br />to the right, having a central angle of 16 degrees 05 minutes 26 seconds, a radius of 510.00 feet, <br />and a chord length of 142.76 feet, bearing South 56 degrees 43 minutes 01 second East, a <br />distance along the arc of 143.23 feet to a 5/8-inch iron rod set for the point of tangency; . <br /> <br />THENCE, South 48 degrees 40 minutes 18 seconds East, continuing across said SPTC 9.689 <br />acre parcel, a distance of 340.58 feet to a 5/8-inch iron rod set for the point of curvature of a <br />curve to the left; <br /> <br />THENCE, in a Southeasterly direction continuing across said SPTC 9.689 acre parcel and with <br />said curve to the left, having a central angle of 30 degrees 55 minutes 58 seconds, a radius of <br />300.00 feet, and a chord length of 160.00 feet, bearing South 64 degrees 08 minutes 17 seconds <br />East, a distance along the arc of 161.96 feet to a 5/8-inch iron rod found on the common line <br />of said SPTC 9.689 acre parcel of land, and the aforesaid HL&P fee strip; <br /> <br />THENCE, South 03 degrees 03 minutes 01 second East, with said common line, a distance of <br />138.71 feet to the POINT 'OF BEGINNING, and containing 3.869 acres (168,538 square feet) <br />of land, of which 0.181 acre (7,882 square feet) of land lies within an existing HCFCD drainage <br />easement, as described by deed recorded in Volume 1873, Page 357 of said HCDR. <br /> <br />This description is based on a Land Title Survey and Plat by J. Patrick Going, Registered <br />Professional Land Surveyor, License Number 4477, completed October 7, 1997, and is on fue <br />in the office of Baseline Corporation, Houston, Texas, Job No. 86.051.18. <br /> <br />October 2, 1997 <br />RLD:bgb <br />lob No.: 86.051.18 <br />Pile: BUCAD\86051\WP\MB-905.0 <br /> <br />