MATCHLINE POINT OF BEGINNING SEE DETAIL "A" Notes: 1. This plat was prepared without the benefit of a current Title Report. All deeds were provided by the client and may not reflect current ownership. Easements of record are not shown herein. Land owner names provided by client and deed reference shown hereon is current property description as provided by client. No other research was performed by the undersigned surveyor. 2. All bearings and distances contained herein are grid, based on the Texas State Plane Coordinate System, South Central Zone (4204), US survey feet, North American Datum of 1983, (NAD83) and derived from an ontheground survey conducted in January, 2012. 3. See Sheet 6 of 8 for the description. 4. If this plat and accompanying description are not sealed with the raised embossing seal of the surveyor whose name appears below, it should be considered as a copy and not the original. I, Casey W. Faircloth, do hereby certify that this survey was made on the ground under my direction and that this plat correctly represents the facts found at the time of the survey. PRELIMINARY 2000 1000 0 2000 ASBUILT PIPELINE ROUTE 1"=2000'.0625.MALTS_REV1.0625 SHEET 1 OF 9
POINT OF TERMINATION SEE DETAIL "B" SEE DETAIL "F" SEE DETAIL "E" SEE DETAIL "D" SEE DETAIL "C" MATCHLINE 2000 1000 0 2000 ASBUILT PIPELINE ROUTE.0625.MALTS_REV1 1"=2000'.0625 SHEET 2 OF 9
POINT OF COMMENCING POINT OF BEGINNING 100 50 0 100 DETAIL "A" POINT OF TERMINATION EASEMENT EXTENSION 200 100 0 200 DETAIL "B" ASBUILT PIPELINE ROUTE.0625.MALTS_REV1.0625 SHEET 3 OF 9
100 50 0 100 DETAIL "C" 200 100 0 200 DETAIL "D" ASBUILT PIPELINE ROUTE.0625.MALTS_REV1.0625 SHEET 4 OF 9
100 50 0 100 DETAIL "E" 200 100 0 200 DETAIL "F" ASBUILT PIPELINE ROUTE.0625.MALTS_REV1.0625 SHEET 5 OF 9
POINT OF TERMINATION EASEMENT EXTENSION POINT OF COMMENCING EASEMENT EXTENSION POINT OF BEGINNING EASEMENT EXTENSION 60 30 0 60 DETAIL "G" ASBUILT PIPELINE ROUTE.0625.MALTS_REV1 1"=60'.0625 SHEET 6 OF 9
EXHIBIT A CAMINO REAL GATHERING COMPANY, L.L.C. JOB NUMBER:.0625 ASBUILT 10 PIPELINE LOCATION DESCRIPTION OF AN ASBUILT 10 PIPELINE LOCATION SITUATED IN THE GC&SF RR. CO. SURVEYS, ABSTRACT NOS. 1000 & 1795, AB&M SURVEYS, ABSTRACT NOS. 50 & 1348, MRS. C. HALEY SURVEY, ABSTRACT NO. 1386, E. JOHNSON SURVEY, ABSTRACT NO. 1400, J. HALL SURVEY, ABSTRACT NO. 1388, I.&G.N. RR. CO. SURVEYS, ABSTRACT NOS. 463, 466, 467, 468 & 469, AND S. BURKE SURVEY, ABSTRACT NO. 1358,, BEING UPON, OVER, THROUGH AND ACROSS A PORTION OF THE TRACT, AS DESCRIBED IN VOLUME 259, PAGE 11, OF THE DEED RECORDS OF (D.R.L.S.C.T.); SAID 10 PIPELINE LOCATION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING at a fence corner post at an interior ell corner in the northeasterly line of said Maltsberger/Storey Ranch Lands, LLC, et al tract; THENCE South 26 38 24 East, a distance of 56.5 feet to the POINT OF BEGINNING of the herein described baseline; THENCE South 43 57' 54" West, a distance of 34.4 feet to a point; THENCE with a curve to the right with an arc length of 12.0 feet, with a radius of 7.9feet, subtending a central angle of 87 36 53, with a chord bearing of South 88 33' 40" West, with a chord length of 10.9 feet to the end of said curve; THENCE North 46 51' 01" West, a distance of 25.5 feet to a point; THENCE South 43 45' 54" West, a distance of 23.7 feet to a point; THENCE South 72 07' 15" West, a distance of 201.5 feet to a point; THENCE North 33 32' 56" West, a distance of 213.6 feet to a point; THENCE North 33 58' 03" West, a distance of 1,052.2 feet to a point; THENCE North 34 15' 03" West, a distance of 1,179.5 feet to a point; THENCE North 33 49' 56" West, a distance of 209.7 feet to a point; THENCE North 34 20' 59" West, a distance of 1,263.6 feet to a point; THENCE North 33 29' 41" West, a distance of 126.4 feet to a point; THENCE North 32 51' 42" West, a distance of 4,170.5 feet to a point; THENCE North 32 36' 02" West, a distance of 210.0 feet to a point; THENCE North 32 51' 17" West, a distance of 11,272.5 feet to a point; THENCE North 33 31' 26" West, a distance of 133.2 feet to a point; THENCE North 32 22' 02" West, a distance of 359.5 feet to a point; THENCE North 32 48' 10" West, a distance of 269.7 feet to a point; THENCE North 32 59' 26" West, a distance of 1,138.5 feet to a point; THENCE North 44 17' 35" West, a distance of 225.2 feet to a point; THENCE North 32 49' 16" West, a distance of 785.9 feet to a point; THENCE North 32 38' 00" West, a distance of 264.7 feet to a point; THENCE North 32 50' 33" West, a distance of 1,456.0 feet to a point; THENCE North 33 18' 07" West, a distance of 547.0 feet to a point; THENCE North 32 34' 07" West, a distance of 294.6 feet to a point; THENCE North 30 52' 15" West, a distance of 87.4 feet to a point; Sheet 7 of 9
THENCE North 08 07' 54" West, a distance of 312.7 feet to a point; THENCE North 15 26' 47" West, a distance of 198.9 feet to a point; THENCE North 15 56' 42" West, a distance of 294.8 feet to a point; THENCE North 15 45' 43" West, a distance of 5,018.8 feet to a point; THENCE North 15 38' 21" West, a distance of 1,062.8 feet to a point; THENCE North 43 29' 05" West, a distance of 815.4 feet to a point; THENCE North 43 13' 03" West, a distance of 1,111.4 feet to a point; THENCE North 42 37' 14" West, a distance of 632.2 feet to a point; THENCE North 77 19' 13" West, a distance of 101.4 feet to a point; THENCE North 42 43' 11" West, a distance of 768.8 feet to a point; THENCE North 07 16' 49" West, a distance of 91.4 feet to a point; THENCE North 41 40' 14" West, a distance of 36.7 feet to a point; THENCE North 43 18' 09" West, a distance of 898.8 feet to a point; THENCE North 43 06' 58" West, a distance of 4,457.0 feet to a point; THENCE North 42 45' 16" West, a distance of 314.7 feet to a point; THENCE North 43 05' 50" West, a distance of 528.1 feet to a point; THENCE North 41 23' 36" West, a distance of 168.9 feet to the POINT OF TERMINATION of the herein described pipeline, in the northwesterly line of said Maltsberger tract, from which point an 80D nail found bears North 44 40 35 East, a distance of 80.3 feet, said pipeline having a total length of 42,369.4 feet or 2,567.8 rods and said Permanent Easement and Right of Way containing 29.2 acres of land, more or less. For reference and further information see Drawing Name.0625.MALTS_REV1, same date. I, Casey W. Faircloth, do hereby certify that this survey was made on the ground under my direction and correctly represents the facts found at the time of the survey. Casey W. Faircloth Registered Professional Land Surveyor Texas Registration No. 6262 Date Sheet 8 of 9
PIPELINE RIGHT OF WAY AND EASEMENT DESCRIPTION OF A THIRTY (30) FOOT WIDE PIPELINE RIGHT OF WAY AND EASMENT SITUATED IN THE GC&SF RR. CO. SURVEYS, ABSTRACT NOS. 1000 & 1795, AB&M SURVEYS, ABSTRACT NOS. 50 & 1348, MRS. C. HALEY SURVEY, ABSTRACT NO. 1386, E. JOHNSON SURVEY, ABSTRACT NO. 1400, J. HALL SURVEY, ABSTRACT NO. 1388, I.&G.N. RR. CO. SURVEYS, ABSTRACT NOS. 463, 466, 467, 468 & 469, AND S. BURKE SURVEY, ABSTRACT NO. 1358,, BEING UPON, OVER, THROUGH AND ACROSS A PORTION OF THE TRACT, AS DESCRIBED IN VOLUME 259, PAGE 11, OF THE DEED RECORDS OF (D.R.L.S.C.T.); SAID THIRTY (30) FOOT WIDE PIPELINE RIGHT OF WAY AND EASMENT SITUATED FIFTEEN (15) FEET EITHER SIDE OF THE HEREIN DESCRIBED BASELINE, THE SIDELINES OF SAID PIPELINE RIGHT OF WAY AND EASMENT BEING LENGTHENED OR SHORTENED TO MEET THE BOUNDARIES OF SAID TRACT; SAID BASELINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING at an 80D nail found at an exterior ell corner in the northeasterly line of said Maltsberger/Storey Ranch Lands. LLC, et al tract; THENCE South 11 02 20 West, a distance of 97.0 feet to the POINT OF BEGINNING of the herein described baseline; THENCE North 43 08' 01" West, a distance of 53.8 feet to the POINT OF TERMINATION of the herein described baseline, in the northwesterly line of said Maltsberger tract, from which point said 80d nail bears North 44 40 35 East, a distance of 78.7 feet, said baseline having a total length of 53.8 feet or 3.3 rods and said Pipeline Right of Way and Easement containing 0.04 acres of land, more or less. For reference and further information see Drawing Name.0625.MALTS_REV1, same date. I, Casey W. Faircloth, do hereby certify that this survey was made on the ground under my direction and correctly represents the facts found at the time of the survey. Casey W. Faircloth Registered Professional Land Surveyor Texas Registration No. 6262 Date Sheet 9 of 9