scale 1=2000' project combined scale factors: …

FOUND A 1" CAPPED IRON PIPE IN STONE MOUND 3' NORTH OF FENCE FOUND A 5/8" IRON ROD IN OLD STONE

MOUND 49' NORTH OF FENCE. OLD MISPLACED SETSTONE BEARS S05°48'E 51.1'

FOUND A 1/2" CAPPED IRON ROD AT THE BASE OF A 2" IRON PIPE IN AN OLD STONE MOUND 1' NORTH OF FENCE

FOUND A 1/2" CAPPED IRON ROD AT BASE OF PIPE POST FENCE CORNER. OLD ROCK FENCE RUNS SOUTH AND WEST.

FOUND A 1/2" CAPPED IRON ROD IN OLD STONE MOUND FOUND 2.81 VARAS EAST AND 1.33 VARAS SOUTH OF A PIPE POST FENCE CORNER.COMMON CORNER OF SECTIONS 154,155,157 AND COBB

FOUND AXLE IN AN OLD STONE MOUND 116.1 VARAS EAST OF FENCE. OLD MISPLACED SET STONE BEARS S 86°51' 13"W, 116.21 VARAS (SETSTONE SINCE DESTROYED)

FOUND A 1/2" CAPPED IRON ROD AT BASE OF IRON PIPE IN OLD STONE MOUND

FOUND A 1/2" CAPPED IRON ROD AT THE BASE OF AN IRON PIPE IN AN OLD STONE MOUND

FOUND A 1/2" CAPPED IRON ROD AT THE BASE OF AN IRON PIPE IN AN OLD STONE MOUND IN A FENCE 13.2' SOUTH OF A FENCE CORNER POST.

FOUND A 1-1/2" CAPPED IRON PIPE AT THE BASE OF MARKED SETSTONE AT A FENCE COR.

CLEAR

FO

RK

RIV

ER

POINT OF BEGINNING

CLE

AR

FORK

RIVER

5/8" CAPPED IRON ROD

SET A 5/8" CAPPED ROD IN OLD STONE MOUND FOUND IN FENCE

SET A 5/8" CAPPED ROD AT BASE OF OLD 3-WAY FENCE CORNER

PIPE POST FENCE CORNER IN PROPER PLACE. RIKE'S MESQ. WITNESS TREE BEARS N 27°45'E 37.2'

UNMARKED CORNER IN BED OF BRANCH. 60D SPIKE IN BASE OF RIKE'S MESQ. WITNESS BEARS S 30°32'W 11.1', PIPE POST FENCE ANGLES BEAR N89°35'43"W 111.45' AND N03°23'08"E 198.71'

SET A 5/8" CAPPED ROD IN FENCE FROM WHICH A 5/8" CAPPED ROD SET FOR REFERENCE IN A FENCE BEARS N 89°43'51"W 125.16' AND A PIPE POST FENCE CORNER BEARS N 89°43'38"W 140.33'

FOUND IRON PIPE IN OLD STONE MOUND IN FENCE

PIPE POST FENCE IN CORRECT POSITION. 5/8" CAPPED ROD REF. BEARS S53°39'43"E 28.59'

SET A 5/8" CAPPED ROD AT BASEOF 3 WAY FENCE CORNER WITHSCATTERED STONE MD.

SET A 5/8" CAPPED ROD IN FENCE.PIPE POST FENCE COR. BEARSN 00°39'15"W 58.98'

OLD FENCE CORNER. 5/8" CAPPED ROD REF. BEARS S76°12'29"W 58.50' AND AN OLD 2" IRON PIPE BEARS S26°27'23"W 17.61'

SET A 5/8" CAPPED ROD AT BASE OF OLD FENCE CORNER AND SCATTERED STONE MD

SET A 5/8" CAPPED ROD IN ROAD. PIPE POST FENCE COR. BEARS S89°25'E 20.9'

UNMARKED CORNER IN ROAD. PIPE POST FENCE BENDS BEAR S72°27'34"E 84.00' AND S16°47'15"E 77.02'

5/8" CAPPED ROD SET IN A GATE 15' WEST OF FENCE CORNER. 5/8" CAPPED ROD REF. BEARS N43°56'27"E 22.85', PIPE POST FENCE COR. BEARS S88°53'10"E 15.0'

SET A 5/8" CAPPED ROD IN OLD STONE MOUND. PIPE POST FENCE COR. BEARS S87°22'07"E 30.25'

NWC RODRIGUEZ UNMARKED IN OLD LANE 30' WEST OF FENCE. NEC OF RODRIGUEZ BEARS S 89°01'36"E 11464.64'

SET A 5/8" CAPPED ROD IN ROAD. A COTTON SPINDLE AT THE BASE OF OLD CORNER POST BEARS N36°17'42"W 24.44'

SET A 5/8" ROD AND STONE MD. AT THE INTERSECTION OF THE E. LINE OF THE H&TCRR NO. 4, WITH THE NORTH LINE OF ABM NO. 1, 12.6' SOUTH OF A FENCE

UNMARKED N.E.C. H&TCRR NO. 12 AND NWC AB&M NO. 1, IN S. LINE H&TCRR NO. 4, IN CULT. FIELD. 5/8" CAPPED ROD IN LANE BEARS N74°34'16"E 234.66', AND PIPE POST FENCE CORNER BEARS N70°42'08"W 266.96'

SET A 5/8" CAPPED ROD IN LANE. OLD CEDAR POST AT NORTH END OF FENCE BEARS S02°W 3.9', A PIPE POST FENCE CORNER AT THE NORTH SIDE OF A GATE BEARS S87°52'E 25.05'

SET A 5/8" CAPPED ROD AT BASE OF IRON PIPE FOUND IN AN OLD STONE MOUND. P.CLARKS OLD MESQ WITNESS BEARS N16°38'W 127.7'

SET A 5/8" CAPPED ROD IN FENCE. S.E.C. H&TC NO.12 BEARS N89°15'37"W 253.80'

FOUND 3/8" IR AT BASE OF OLD SETSTONE IN LANE

SET 1/2" CAPPED ROD IN OLD LANE AT CORRECTED S.E.C. SECT. 13. AN OLD MESQ. WITNESS BEARS N13°55E 25'

SET A 5/8" CAPPED ROD IN A FENCE FROM WHICH A FENCE CORNER BEARS N00°40'E 20.0', ANOTHER BEARS S00°14'W 19.8' AND A 5/8" CAPPED ROD SET IN A PUBLIC ROAD BEARS N89°11'29"W 81.28'

SET A 5/8" CAPPED ROD IN FENCE FROM WHICH A SPIKE AT THE BASE OF A FENCE CORNER BEARS S00°14'44"W 22.70' AND A BRASS CAPPED CONCRETE BENCHMARK BEARS N14°51'40"W 9.26'

SET A 5/8" CAPPED ROD ON NORTH SIDE AND EAST SIDE OF OLD LANE INTERSECTION 10.5' EAST OF FENCE AND 42' NORTH OF FENCE. SPIKE SET IN OLD STNMD. AT P. CLARKS SEC 13 BEARS N38°25'30"W 477.36'

SET A 5/8" CAPPED ROD IN AN OLD LANE 10.5' EAST OF A GATE AND 15.8' NORTH OF A FENCE FROM WHICH A 1/2" CAPPED ROD SET AT THE CORRECTED S.E.C. OF SECT. 13 BEARS N89°12'59"W 296.16'

SET A 5/8" CAPPED ROD AT BASE OF 1.5" I.P. FOUND IN AN OLD STNMD

SOUTH BASE OF STEEL PIPE FENCE CORNER FROM WHICH A 5/8" CAPPED ROD BEARS N00°34'23"E 1.19'

SET A 5/8" CAPPED ROD AT THE SOUTH BASE OF A PIPE POST FENCE CORNER

BURIED 5/8" CAPPED ROD IN NORTH EDGE OF PUBLIC ROAD.

BURIED 5/8" CAPPED ROD IN WEST EDGE PUBLIC ROAD. LARGE CEDAR POST FENCE CORNER BEARS S89°34'21"E 23.2'

BURIED 5/8" CAPPED ROD IN WEST EDGE PUBLIC ROAD. PIPE POST FENCE CORNER BEARS S89°23'16"E 28.6'

UNMARKED NEC SECT 161 IN EDGE OF CULTIVATED FIELD WEST OF ROAD. A BURIED COTTON SPINDLE 4' WEST OF A PIPE FENCE BRACE POST BEARS N19°01'40"E 76.82'

UNMARKED POINT IN CULTIVATED FIELD IN THE EAST LINE OF BBB&C RR SECTION 161 AND WEST LINE OF AB&M NO. 10 FROM WHICH A PIPE POST FENCE CORNER BEARS S88°56'51"E 62.61'

PIPE POST FENCE CORNER IN EAST FENCE OF A PUBLIC ROAD, FENCES BEARING N,E,& S. NWC OF FARMER TO HENDRICK TRACT (100/190) BOUNDING ON THE EAST FENCE OF AN OLD LANE.

CENTER OF ENTRANCE GATE TO CHILDREN'S HOME. ORIG. POSITION OF THE SEC BBB&C RR SECT. 161 BEARS S64°47'15"W 91.03' AND A BURIED COTTON SPINDLE BEARS S21°45'29"W 28.73'

PIPE POST FENCE CORNER ON EAST SIDE OF OLD ABANDONED LANE. FENCES NORTH, SOUTH AND WEST

8" PIPE POST FENCE COR. ON EAST SIDE OF AN ABANDONED LANE. 3/8" CAPPED ROD BEARS N62°58'48"E 17.35'

SOUTH BASE OF A LARGE TREATED POST FENCE CORNER. A 5/8" IR PREVIOUSLY SET AT THE BASE OF AN OLD SETSTONE (SETSTONE SINCE DESTROYED) BEARS N88°38'04"W 9.32' AND A 1/2" I.R. FOUND AT THE SOUTHWEST CORNER OF THE AB&M SECT. 15 BEARS N88°42'48"W 92.70'

FOUND A 5/8" I.R. 21' SOUTH OF FENCE

SET A 5/8" CAPPED ROD AT MIDPOINT OF WEST LINE OF C. COSNER SURVEY NO. 26. SPIKE AT BASE OF FENCE CORNER BEARS N02°15'53"W 41.97', OLD 3/8" CAPPED ROD AT BASE OF DISTURBED SETSTONE MKD. K BEARS N03°21'22"W 28.15', P. CLARK'S P.O. WITNESS TREE AT A BEND IN A FENCE BEARS S54°W 31'

AT 1365.87' PASS A 1/2" IR FOUND IN FENCE

FOUND A 5/8" I.R. IN OLD STONE MD. FENCE COR. BEARS N64°10'W 33.4'

FOUND 1" I.P. IN OLD STN. MD. MISPLACED MKD. SETSTONE BEARS N06°55'W 60.6'

FOUND 2" I.P. IN OLD STN. MD. MISPLACED MKD. SETSTONE (NW196) BEARS N88°21'W 69.6'

SET A 5/8" CAPPED ROD AT BASE OF 2" I.P. FOUND IN OLD STN. MD. MISPLACED SETSTONE MKD. "SE27" BEARS S04°26'W 31.4'

SET A 5/8" CAPPED ROD AT MIDPOINT OF EAST LINE OF C. COSNER SURVEY NO. 27. THE BASE OF A CEDAR POST FENCE CORNER BEARS N21°37'W 31.6'

SET A 5/8" CAPPED ROD AT BASE OF OLD SETSTONE MKD. "K", 15' SOUTH AND 16' EAST OF FENCES, FROM WHICH P. CLARKS OLD MESQ. WITNESS (STUMP) BEARS N69°50'W 113.9', AN UNIDENTIFIED 2.5" CAPPED PIPE MARKER BEARS S63°15'09"W 16.97', AND A LARGE CEDAR POST FENCE CORNER BEARS N46°40'50"W 21.91'

UNMARKED POINT IN OLD FIELD

SET A 5/8" CAPPED IRON ROD AT THE BASE OF A 1.5" I.P. AND MARKED SETSTONE, FOUND, FROM WHICH A CEDAR POST FENCE CORNER, FENCES NORTH, EAST AND WEST BEARS N07°45W 11.8'

SET A 5/8" CAPPED IRON ROD AT THE BASE OF A MARKED SETSTONE FOUND IN A NORTH/SOUTH FENCE WITH A TEEPOST ALONGSIDE FROM WHICH A CEDAR POST FENCE CORNER, FENCES SOUTH, EAST AND WEST BEARS N01°03W 15.0'

SWC ETRR 181 NOT DETERMINED

OLD FENCE CORNER

SPIKE IN FENCE

POINT IN FENCE FROM WHICH THE SOUTHEAST CORNER OF ETRR SECT. 159 BEARS S89°59'E 47.69'

SPIKE AT BASE OF PIPE POST FENCE CORNER FROM WHICH THE S.E. CORNER OF ETRR SECT. 158 BEARS N80°42'12"E 84.59'

SPIKE IN FENCE AT HILLTOP

SPIKE IN ROAD AT C/L OF GATE. S.E.C. SECT. 157 BEARS S81°05'16"E 330.97'

SPIKE IN FENCE AT ANGLE POINT

SPIKE IN FENCE

PIPE POST FENCE COR. FENCES BEARING NORTH, SOUTH AND WEST, FROM WHICH THE N.E. COR. OF ETRR SECT. 157 BEARS S66°58'E 8.6' AND THE SOUTHWEST CORNER OF THE 37.55 ACRE (518/301) AND NORTHWEST CORNER OF THE 56.1 ACRE TRACT (518/315) BEARS S03°47'28"W 3.28 FEET.

1/2" CAPPED ROD AT BASE OF ANGLE POST IN FENCE

PIPE POST ANGLE POINT

1/2" CAPPED ROD AT BASE OF STEEL PIPE ANGLE POST

1/2" CAPPED ROD IN FENCE ON THE BANK OF THE CLEAR FORK

1/2" CAPPED ROD AT BASE OF STEEL PIPE ANGLE POST

UNMARKED INTERSECTION OF FENCE WITH THE WEST LINE OF ETRR SECT. 155. SPIKE SET IN FENCE IN CENTER OF A GATE, 3.3 FEET EAST OF THE WEST LINE OF SURVEY NO. 155 BEARS N02°46'46"E 105.56'

56.1 AC. 518/315

56.1 AC. 518/315

56.1 AC. 518/315

56.1 AC. 518/315

NOTE: THE DESCRIPTIONS IN 100/43, COLBERT TO HENDRICK, AND 100/190, FARMER TO HENDRICK BOUND ON THE EAST LINE OF AN OLD LANE BY CALL OR BY DEED EXCEPTION.

NOTE: THE DESCRIPTION IN 100/43, COLBERT TO HENDRICK, EXCEPTS THAT PART OF SECTIONS 159 AND 160 LYING EAST OF THE OLD FENCE BETWEEN THE HENDRICK AND NAIL. IT APPEARS TO BE LOCATED ALONG ITS ORIGINAL LINES, COINCIDING WITH THE LINES DESCRIBED IN 518/315.

FOUND AN AXLE IN AN OLD STONE MOUND 5.5' WEST OF FENCE

SET A 5/8" CAPPED ROD IN AN OLD STONE MOUND FOUND 3.4' EAST OF A FENCE

SET A 5/8" CAPPED ROD IN AN OLD STONE MOUND FOUND 2.4' EAST OF A PIPE POST FENCE CORNERSET SPIKE AT THE BASE OF A PIPE

POST FENCE CORNER

SET A 5/8" CAPPED ROD AT THE BASE OF A PIPE POST FENCE CORNER

SET A 5/8" CAPPED ROD AT THE BASE OF A PIPE POST FENCE CORNER

FOUND SPIKE SET IN OLD STONE MD. WITH LARGE SETSTONE MARKED "NE CR AR"

SET A 5/8" CAPPED ROD IN OLD STONE MD. RIKE'S WITNESS MESQ. BEARS N50°07'E 50.8'

SET A 5/8" CAPPED ROD IN LARGE STONE MOUND WITH SETSTONE MKD. "SE COR AR"

FOUND OLD SETSTONE MKD "NLSC XXIV M"

SETSTONE LYING FLAT

MKD. SETSTONE

FOUND OLD SETSTONE AND MOUND. ORIGIN UNCERTAIN.

FOUND MARKED SETSTONE AND MOUND AT W.A. EAHEART'S SWC THROCKMORTON CO. OF SEPT 4, 1889.

SET 1/2" CAPPED ROD IN OLD STONE MOUND. 2 MESQ. WITNESS TREES IN PLACE.

FOUND STONE MOUND

SET A 5/8" CAPPED ROD AT BASE OF PIPE POST FENCE CORNER. 5/8" CAPPED ROD SET FOR REFERENCE BEARS N89°41'39"W 92.43' AND A COTTON SPINDLE IN SCATTERED STONE MOUND BEARS S64°00'54"E 15.28'

SET A 5/8" CAPPED ROD IN OLD STONE MOUND WITH MARKED BUT ILLEGIBLE SETSTONE. STUMP HOLE OF ORIGINAL WITNESS MESQ. BEARS S19°W 11.3' AND THE BURNT STUMP OF AN ORIGINAL WITNESS MESQ. BEARS N44°56'E 73.4'

ORIG. CORNER LOCATED BY P. CLARK, 1917, NOT FOUND IN THIS SURVEY.

11.2 AC. OFF N.E. PART OF L. BRYAN SURVEY (521/589) IS FENCED IN WITH OF THE PROJECT SURVEY.

UNMARKED CORNER FROM WHICH A MISPLACED CAPPED IRON PIPE MARKED "NW27" FOUND ALONGSIDE A SETSTONE MARKED "NE26" BEARS N60°46'30"E 58.56'

FENCE COR. 15' NORTH OF LINE0.6 AC. TRIANGULAR SLIVER OF THE PROJECT SURVEY IS NOT UNDER FENCE.

5.2 AC. OF THE PROJECT SURVEY ALONG THE WEST PART OF AB&M SECTIONS 9 AND 10, WEST OF THE EAST FENCE OF A PUBLIC ROAD, ARE NOT UNDER FENCE.

5.5 AC. 4.8 AC.

0.2 AC. FENCED IN WITH THE PROJECT SURVEY.

0.9 AC. OF THE PROJECT SURVEY ALONG THE EAST SIDE OF THE COSNER NO. 26 IS NOT UNDER FENCE.

5.2 AC. OF THE PROJECT SURVEY IS NOT UNDER FENCE ALONG THE SOUTH LINES OF ETRR SECTIONS 160, 177 AND 180.

0.1 AC. OF ETRR 156 ALONG ITS NORTH SIDE IS UNDER FENCE WITH THE PROJECT SURVEY.

0.2 AC. OF THE 42175.4 ACRE TRACT ALONG THE EAST LINE OF B&B NO. 19 IS NOT UNDER FENCE.

7.0 AC. IN SECT. 3 (202/594) IS UNDER FENCE WITH THE PROJECT SURVEY

0.9 AC. OF THE PROJECT SURVEY IN THE B&B NO. 3 SECTION NORTH OF THE RIVER IS NOT UNDER FENCE.

3.8 AC. OFF THE S. END OF THE J. GRAY SURVEY (364/148) IS UNDER FENCE WITH THE PROJECT SURVEY.

0.3 AC OF THE COBB SURVEYS IS UNDER FENCE WITH THE PROJECT SURVEY.

2.5 AC. OF THE PROJECT SURVEY WITHIN ABSTRACT NO. 102 IS IN A PUBLIC ROAD AND AN ABANDONED LANE AND IS NOT UNDER FENCE.

6.5 AC. OF THE PROJECT SURVEY WITHIN THE A. RODRIGUEZ SURVEY AND IN AN OLD ABANDONED LANE IS NOT UNDER FENCE.

1.1 AC. OF THE BLACKLEY SURVEY (537/104) ALONG ITS EAST SIDE IS UNDER FENCE WITH THE PROJECT SURVEY.

0.9 AC. OFF THE SOUTH END OF THE H&TRR NO. 4 AND THE BLACKLEY SURVEY (537/104) IS UNDER FENCE WITH THE PROJECT SURVEY.

1.0 AC. OF THE PROJECT SURVEY IS NOT UNDER FENCE ALONG THIS LINE.

3.5 AC. OF THE PROJECT SURVEY IS IN AN OLD LANE AND NOT UNDER FENCE.

1.8 AC. OF THE PROJECT SURVEY WITHIN AB&M NO.5 IS IN AN OLD LANE AND WITHIN A PUBLIC ROAD AND IS NOT UNDER FENCE.

0.4 AC. OF B&B NO. 19 (202/594) IS UNDER FENCE WITH THE 42175.4 AC. TRACT.

0.2 AC. OF AB&M NO. 3 (372/72) IS UNDER FENCE WITH THE PROJECT SURVEY. THE FENCE JOGS AWAY FROM A CREEK.

0.9 AC. OF THE PROJECT SURVEY ALONG THIS LINE IS NOT UNDER FENCE.

10.3 AC. OF THE PROJECT SURVEY AND WITHIN THE COSNER SURVEYS NO. 26 AND 27 ARE NOT UNDER FENCE ALONG THIS DIVISION LINE.

FOUND AN OLD 2" IRON PIPE IN A STONE MOUND ON THE EAST WALL OF A CANYON.

SET A 5/8" CAPPED ROD IN FENCE

POINT IN FENCE FROM WHICH A SPIKE SET IN SAID FENCE FOR REFERENCE BEARS N00°45'27"E 45.20'

POINT IN FENCE FROM WHICH A 5/8" CAPPED ROD SET IN SAID FENCE FOR REFERENCE BEARS N00°01'21"E 49.43'

3.1 AC. OF ETRR 130 IS UNDER FENCE WITH THE PROJECT SURVEY.



1.1 AC. OF ETRR 100 AND 229 IS UNDER FENCE WITH THE PROJECT SURVEY.

NOTE: THE CALLS FOR THE ALSTON SURVEY, JUNIOR TO THE AB&M NO.1, EXTEND 72' SOUTH OF THE NORTH LINE OF AB&M NO.1. THE AB&M LINE TAKES PRECEDENCE AND AT THE S.E.C. OF THE ALSTON SURVEY IS 12.6' SOUTH OF THE FENCE.

PIPE POST FENCE CORNER, FENCES NORTH, SOUTH, AND WEST.

SET A 5/8" CAPPED ROD 39' SOUTH OF FENCE

SPIKE AT BASE OF PIPE POST FENCE BRACE AT TOP EDGE OF BLUFF.

THE T.G. HENDRICK SURVEYS ABSTRACT NO. 1152, AND 1153, PATENTED 1/02/1935, ARE WITHIN THE PERIMETER DESCRIBED IN VOLUME 103, PAGE 387 OF THE SHACKELFORD CO. DEED RECORDS.

Col. Ranald McKenzie's Route from Camp Cooper to his supply camp (Soldier's Mound) north of Spur, Oct. 1871. 600 mounted cavalry troops followed by their supply train made a trail noted by surveyors in the following years as they crossed it on their survey lines. It was a main supply route for the Comanche campaigns of 1871-1874. Traces are still visible.

0.2 AC. OF ETRR 156 ALONG ITS WEST SIDE IS UNDER FENCE WITH THE PROJECT SURVEY.

STEEL PIPE ANGLE POST

31.21 AC. TRACT (200/372)

SET A 5/8" CAPPED ROD SET IN A LARGE STONE MOUND FOUND AT THE SOUTHWEST CORNER OF THE A. RODRIGUEZ SURVEY

NOTE: DESCRIPTION OF 31.3 ACRE TRACT INCLUDED IN REPORT

151

153

154

130

127

C.A. HARTFIELDS. BLYTHE

H&TC RR CO

J. GRAY

E.T.R.R. CO

J. FENNER

O.A

. M

AT

HE

WS

C. COSNER

A-96

H. COVINGTON

T.F. JONES

24

25

26

L. BRYAN

STEEL, R S

A-959

A-8

A-7

A-39

A-633

A-1460

A-1461

A-634

A-631

A-1919

161

160

E.P. SWENSON

S.J. SWENSON

BBB&C RR CO. SURVEY

A-846

A-781

A-780

A-636

A-20

A-17

A-175

A-174

J.A

. F

OR

TU

NE

NO

.2

SF 12256

176

178

179

177

C. WHISLER

SURVEY NO. 95

NO. 103

M. COBB

S.G. COBB

A-291

A-150

A-129A-1132

A-1128

A-297

A-1122

A-987

A-103

A-623

A-100

A-1939

A-1

63

A-630

T.F. JONES

A.O. EVANS

R.B. ROLLSG.A. KIRKLAND

T. F. JONES

L. WILBUR

182

27

28

2

181

29

180

1

30

J. WILSON

ACH&B

ACH&BW. MORRIS

W. AHRENBECK NO. 2

BB

B&

C R

R C

O

J.A. FORTUNE

AB&M CO. SURVEY NO. 4

BLOCK 3

SURVEY NO. 2SURVEY NO. 1

1

139 NO. 101 NO. 102

M. COBB

G.V. COBB

J.A. NABORS

O. ALSTON

A-1133

A-128

A-1050

A-6

21

A-350

A-871

A-295A-507

A-232

A-1047

A-836

A-1125

A-38

A-620

A-1463

A-102

A-203

A-988

A-3

A-204

A-635

A-1542

A-1525 A-190

A-6

71

A-1462 A-1

A-164

A-632

A-795

A-793

A-629

E.T.R.R. COE.T.R.R. CO

S.T

. B

LA

KE

LE

Y

A. RODRIGUEZ SURVEY

I RR CO. SURVEY

H&TC RR CO. SURVEY NO. 3

A-331

A-794

D. MC FADDEN

D.C. CAMPBELL

H. COFFEE

A-1426

A-144129

MATTHEWS, J A

J.A. MATTHEWS

W.D. REYNOLDS

104

1

BLOCK 2

I RR CO

M. B

EC

KN

EL

L

E.T.R.R. CO

W.B. HARDIN

J. RYAN

M. COBB

E.T.R.R. CO. SURVEY

S.J. WARD

J. PATE

A-157

A-667

A-4

A-1573

A-1869A

-19

51

A-1428

SF 12257

G.F. MOORE

W.M. WARD

150161

160

152159

158

157

155

6

156

BLOCK 1

BLOCK M5

1

2

W. FITZGERALD

SF

313

A-1156

A-742

A-583

A-859

A-858

A-582

A-833

A-1

16

4

A-839

A-1

15

2

A-1008 A-1

15

3A-1732

A-1124

A-129

A-155

A-1123

A-985

A-109

A-156

A-991

A-158

A-668

A-1940

H&TC RR CO

W.B.P. GAINES

MRS. M. BECKNELL

B&B NO. 16

G. T. REYNOLDS

J. SAUER

229

230E.T.R.R. CO

A-78

A-1500

99

100

P.W. REYNOLDSG.H. COBB

W.D. REYNOLDS F.L. GOBER

J.A. MATTHEWSP.W. REYNOLDS

1

J.A. MATTHEWS

A-990A-143

A-1502 A-79

EVANS, A O

J. PALM

102

128 101

202/594

202/594

202/594

54/50554/505

324 AC

339.5 AC

5/336 FN357/656357/658

70/3968/87

68/61

372/72372/72

372/72

372/72

372/72

372/72

372/72

202/594

202/594

202/594

340/662

151/217148/183148/73

154/285132/152

125/491

100/627

100/614

49/425

94/35239/611357/39

357/39

94/35239/611357/39

94/35239/611 SH

357/39

348/515

352/335

352/335357/705

357/705

348/490

348/532

58/399

362/601

178/162

289/730

201/209

101/383

521/835

137/470

377/887

372/940

521/589

521/589

521/589

I RR CO. SURVEYI RR CO. SURVEY

SURVEY NO. 96

A-1363

A-1322

L. WILBUR

AB&M CO. SURVEY NO. 8AB&M CO. SURVEY NO. 5



L. WILBUR






AB&M CO. SURVEY NO. 12T.F. JONES







AB&M CO. SURVEY NO. 13 AB&M CO. SURVEY NO. 6





T.G

. H

EN

DR

ICK

O.A. MATHEWS

T.G

. H

EN

DR

ICK BLOCK M5

B&B NO. 17

E.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEYE.T.R.R. CO. SURVEYE.T.R.R. CO. SURVEYE.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEY E.T.R.R. CO. SURVEY E.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEY

C.A. HARTFIELD

BLOCK M5B&B NO. 18

BLOCK M5B&B NO. 11

BLOCK M5B&B NO. 10

P.W. REYNOLDS

J. PALM

BLOCK M5B&B NO. 9

BLOCK M5B&B NO. 19

BLOCK M5B&B NO. 12

BLOCK M5B&B NO. 13

BLOCK M5B&B NO. 15

BLOCK M5B&B NO. 14

BLOCK M5B&B NO. 7 BLOCK M5

B&B NO. 8BLOCK M5B&B NO. 20

BLOCK M5B&B NO. 6

G.H. COBBG.H. COBB

BLOCK M5B&B NO. 5

BLOCK M5B&B NO. 3

BLOCK M5B&B NO. 4

BLOCK 2

BLOCK 2 BLOCK 2

BLOCK 2BLOCK 2

BLOCK 2

BLOCK 2

E.T.R.R. CO. SURVEY

M.M. COBB

E.T.R.R. CO. SURVEY E.T.R.R. CO. SURVEYE.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEY E.T.R.R. CO. SURVEY E.T.R.R. CO. SURVEYE.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEYE.T.R.R. CO. SURVEYE.T.R.R. CO. SURVEYE.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEY

E.T.R.R. CO. SURVEY E.T.R.R. CO. SURVEY

A.O. EVANS

A.O. EVANS

A.O. EVANS

G.F. MOORE

G.F. MOORE

G.F. MOORE


BLOCK 3

BLOCK 3

H&TC RR CO. SURVEY NO. 11BLOCK 3

H&TC RR CO. SURVEY NO. 13BLOCK 3

BBB&C RR CO. SURVEY

BLOCK A

BLOCK A

BLOCK A

BLOCK ABLOCK A

BLOCK A

BLOCK A

BLOCK A

BLOCK A

BLOCK ABLOCK A

BLOCK ABLOCK A

BLOCK A

BLOCK A

A-1100A-175

A-1158A-176

A-174

A-31

A-1043

A-32

A-23

A-1099A-1360A-30A-935A-1213

A-936

A-1361 A-1000 A-1359

A-29

A-1401A-906A-9A-14

A-1091 A-1363A-28

A-1098

A-8

A-5

A-937

J.A. MATTHEWS

A-1220

NO. 1

364/148

485/481

537/104

537/104

537/104554/558

554/558 HA

W. AHRENBECK NO. 1

1/467 (HASKELL)

SURVEY NO. 3

SURVEY NO. 4

A-1324

C.A

. H

AR

DIN

A-1

42

3

(31

.3 A

C.)

C. COSNER

L. BRYAN

C.A

. H

AR

DIN

A-1

42

3

W. MORRIS

W.M. WARD

100/43

100/43100/43

100/43

100/43100/43

100/43100/43

100/43

100/43

100/43

100/43

100/43

100/43100/43

100/43

100/43

100/43

100/190

100/190100/190

100/190

100/43

102/454

102/454 102/454

102/454

102/454

102/454

102/454

102/454

102/454

102/454102/454

102/454

102/454

102/454 102/454

102/454

102/454

102/454

102/454

102/454

102/454102/454

102/454

102/454

102/454102/454102/454

102/454102/454102/454102/454

102/454102/454

102/454

102/454

102/454

102/454

102/454

102/454

102/454

125/154103/39

103/387103/387103/387103/387103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387103/387

103/387103/387

103/387

103/387

103/387

103/387103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387

103/387103/387

103/387

103/387

103/387

103/387

E. WILLIAMS

E. WILLIAMS

A-1542

N 0

0 °47

'57"

E 32

41.1

5'N

00 °

47'5

7"E

3241

.15'

N 0

0 °47

'57"

E 32

41.1

5'

N 00°47'57"E 577.78'

S 89°01'36"E 11464.64'

S 0

0°16

'04 "

W 1

128

7.29

'

N 89°10'04"W 11491.74'

N 0

0°24

'25"

E 19

33.3

3'

S 89°07'45"E 5218.06'

N 88°13'50"W 5959.78'N 89°07'50"W 5230.32'

N 88°44'29"W 5310.54'N 89°13'00"W 5357.16'

S 01°00'06"W 1799.19'

S 02°46'46"W 633.63'

S 25°29'40"W 107.66'

S 52°02'10"W 1261.64'

S 32°23'41"W 261.65'S 17°21'22"E 242.45'

S 40°46'01"E 922.73'

S 42°29'36"E 696.71'

S 00°34'07"W 400.06'

S 03

° 47'

28"W

228

2.57

'

S 04°37'11"W 1643.94'

S 15°19'51"E 165.00'

S 40°18'58"W 78.13'S 05°23'10"W 987.84'

S 01°45'39"W 128.00'

S 0 1

°01'

44"W

248

3 .61

'S

0 1°0

3 '51

"W 3

103.

95'

S 0 1

°00'

11"W

537

3 .91

'

S 01°00'47"W 1205.18'

S 0 0

°59'

11"W

415

5 .56

'

S 01°30'07"W 13.20'

N 88°46'47"W 5389.71'N 89°19'52"W 5324.50'N 89°27'30"W 6802.17'

S 0 0

°47'

57"W

26 6

3.37

'

N 89°06'28"W 3750.59'N 89°02'35"W 3837.16'

N 0

0°47

'35 "

E 32

6 4.8

5'

N 00°47'01"E 833.97'

N 88°42'48"W 3727.11'

N 0

0°56

'34"

E 3 8

95.3

1 'N

00°

57'1

5"E

2451

.71'

N 0

0°56

'27"

E 2 5

03.9

7 'N

00°

49'1

6 "E

191 8

.43'

N 88°56'51"W 62.61'

N 0

1°2 2

'56"

E 37

3 9.3

9 'N

00°

50'4

5 "E

189 8

.48'

S 89°02'49"E 2726.39'

N 0

0°50

'46 "

E 26

2 2.2

5'

N 89°07'45"W 2726.39'

N 00°50'45"E 1348.40'

S 89°12'59"E 1945.54'

S 89°12'59"E 296.16'

N 00°56'33"E 26.54'

S 89°37'31"E 4907.44'

N 0

0°29

'32"

E 60

40.1

7'

N 0

0°27

'18"

E 57

59.8

4'

S 89°26'23"E 3801.55'

N 0

0°2 4

'24"

E 93

81.9

8'

N 00°01'14"W 481.96'

S 88°49'07"E 2498.04'

N 0

0°2 2

'53"

E 46

98.6

0'

S 89°29'42"E 1375.00'

S 89°29'41"E 5457.00'

N 0

0 °39

'36"

E 53

81. 8

6'

S 89°11'58"E 5301.98'

N 0

0 °34

'11"

E 26

38.8

1'

S 89°26'52"E 5360.79'

N 0

1°1 7

'56 "

E 2 6

76.3

3'

N 01°18'32"E 1274.84'

S 89°35'40"E 902.84'

S 89°35'41"E 5295.60' S 89°43'51"E 2647.79'

N 0

1°29

'24"

E 26

80.5

6'

S 89°15'36"E 5273.69'

S 00

°43'

42" W

264

3 .78

'

S 00

°36'

35"W

527

7.78

'S

0 0°4

5'27

"W 5

2 77.

78'

S 00

° 28'

34"W

52 0

6.66

'

S 89°07'04"E 2643.10'

S 00

°18'

1 6"W

532

7.13

'

S 00°01'21"W 833.33'

S 89°22'46"E 3360.63'

S 00°52'50"W 1216.89'

S 00

°35'

01"W

512

9.36

'S

00°3

4'39

"W 5

347.

53'

202/594

362/601

AT 199', PASS 6.5' WEST OF BRACE POST

AT 740', PASS 2.1' WEST OF BRACE POST

FENCE COR 0.8' SOUTH OF LINE

AT 1599', PASS 40.4' EAST OF SPIKE IN FENCE ON HIGH BLUFF

AT 1599', PASS 40.4' WEST OF SPIKE IN FENCE ON HIGH BLUFF

AT 2127', PASS 24.7' WEST OF ANGLE POST IN FENCE

AT 2396', PASS 334' WEST OF FENCE AT BANK OF RIVERAT 2563', PASS 216.7' WEST OF FENCE BEND AT HIGH BANK OF RIVER

AT 2759', PASS 165.9' WEST OF FENCE BEND

AT 3582, PASS 115.6' WEST OF FENCE BEND

AT 4572, PASS 6.2'' EAST OF FENCE BEND

FENCE 5.4' N. OF LINE



N 00°44'48"E 898.77'

N 0

0 °47

'35"

E 23

66.0

8'

S 89°11'24"E 3836.24' S 89°19'11"E 3750.43'

N 00°47'46"E 3255.01'

N 00°47'46"E 3255.00'

S 88°53'46"E 3837.38' S 88°53'46"E 3750.81'

A-1461A-1463A-1457A-1464

A-8

38

518/277

518/277

518/277

518/277

518/277

518/277

518/277

37.55 AC. ADJOINER 518/301

(THROCK. CO.)

(HASKELL. CO.)

HA

SK

ELL

CO

UN

TY

TH

RO

CK

MO

RTO

N C

OU

NTY

HASKELL COUNTYSHACKELFORD COUNTY

HASKELL COUNTYSHACKELFORD COUNTY THROCKMORTON COUNTY

SHACKELFORD COUNTY

CLE

AR

FORKRIV

ER

SAMPLE

SAMPLE

NO

RTH

SCALE 1"=2000'BEARINGS BASED ON SPCS NAD83 TNCZ2000' 0 2000' 4000'

CLEAR FORK SURVEYING& MAPPING CO., INC.

"Thou Shalt Not Remove Thy Neighbor's Landmark" Deut. 19:14

420 WEST FOURTH STGRAHAM TX 76450

PROJECT COMBINED SCALE FACTORS: OUTPUT: 0.99980379 INPUT: 1.000196246000' 8000' 10000'

APPROXIMATELY 42,000.00 ACRES

scale 1=2000' project combined scale factors: …

Documents