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e e ENOCH BRINSON SURVEY ABSTRACT NO. S F 101-:00-00-02-904.0 PAGE 2 OF 2 THENCE, South 86 degrees 57 minutes 43 seconds West, along a common line of said Eaton and SPTC 9.689 acre parcels of land, a distance of 103.41 feet to a Sl8-inch iron rod set on the west line of said SPrC 9.689 acre parcel of land, same being the northwest comer of said Eaton parcel and also being on the east line of that certain parcel of land conveyed as Tract 1 by deed dated July 23, 1992 to Buzbee-Weathersby-Cloy Corporation (BWCC) and recorded under BCCF No. N789105 of said OPRRPHCf; THENCE, North 03 degrees 02 minutes 19 seconds West, with the common line of said SPTC 9.689 acre parcel and said BWCC parcel, a distan~ of 128.63 feet to a I-inch iron pipe found on the south line of that certain 36.108 acre parcel of land conveyed by deed dated January 18, 1980, to Southern Pacific Transportation Company and recorded under HCCP No. H967408 of said OPRRPHCT; . . THENCE, North 86 degrees 52 minutes 33 seconds East, with the common line of said SPTC 36.108 acre and said SPTC 9.689 acre parcels, a distance of 34S.01 feet to a S/8-inch iron rod set on the arc of an intersecting curve to the right; THENCE, in a Southeasterly directio~ across said SPTC 9.689 acre parcel and with said curve to the right, having a central angle of 16 degrees OS minutes 26 seconds, a radius of SI0.00 feet, and a chord length of 142.76 feet, bearing South S6 degrees 43 minutes 01 second East, a distance along the arc of 143.23 feet to a S/8-inch iron rod set for the point of tangency; THEl'lCE, South 48 degrees 40 minutes 18 seconds East, continuing across said SPI'C 9.689 acre parcel, a distance.of 340.58 feet to a S/8-inch iron rod set for the point of curvature of a curve to the left; THENCE, in a Southeasterly direction continuing across said SPTC 9.689 acre parcel and with said curve to the left, having a central angle of 30 degrees 55 minutes 58 seconds, a radius of 300.00 feet, and a chord length of 160.00 feet, bearing South 64 degrees 08 minutes 17 seconds East, a distance along the arc of 161.96 feet to a 5/8-inch iron rod found on the common line of said SPTC 9.689 acre parcel of land, and the aforesaid HL&P fee strip; THENCE. South 03 degrees 03 minutes 01 second East. with said common line. a distance of 138.71 feet to the POINT OF BEGINNING, and containing 3.869 acres (168~538 square feet) of land, of which 0.181 acre (7,882 square feet) of land lies within an existing HCFCD drainage easement, as described by deed recorded in Volume 1873, Page 3S7 of said HCDR. This description is based on a Land Title Survey and Plat by J. Patrick Going, Registered Professional Land Surveyor, License Number 4477, completed October 7, 1997, and is on fIle in the office of Baseline Corporation, Houston, Texas, Job No. 86.051.18. 0cIatIcr 2, 1m UJ):I'III 1~ No.: 16.051.11 Pile: BlACAD\I605I\WP\MB.905.0 /. I ". ")