WALKERBUCKLER SAMPLE 24X40 (1)

TR 1.33.41 AC

TR. 29ALL 453

AC

TR. 52360.6 AC

TR. 33400.25 AC

TR 2.320 AC

TR 3.320 AC

TR 4.320 AC

TR 5.320 AC

TR 6.320 AC

TR 7.320 AC

TR 8.320 AC

TR 9.320 AC

TR 10.320 AC

TR 11.320 AC

TR 12.320 AC

TR 13.320 AC

TR 14.320 AC

TR 15.320 AC

TR 16.320 AC

TR 17.320 AC

TR 18.320 AC

TR 19.320 AC

TR 20.320 AC

TR 21.320 AC

TR 22.320 AC

TR 23.548.04 AC

TR 24.86 AC

TR 25.160 AC

TR 26.86.3 AC

TR 27.274 AC.

TR 28.242 AC

TR 30.204 AC

TR 31.227 AC

TR. 3280 AC

TR. 3472.85 AC

TR. 35225 AC

TR. 36640 AC

TR. 37640 AC

TR. 381920 AC

TR. 39320 AC

TR. 40320 AC

TR. 41320 AC

TR. 42320 AC

TR. 45A856.2 AC.

TR. 45B325.3 AC.

TR. 45C159 AC.

TR. 45D13.8 AC.

TR. 47320 AC

TR. 49320 AC

TR. 50320 AC

TR. 51310.65 AC

TR. 54320 AC

TR. 55320 AC

TR. 56320 AC

TR. 57320 AC

TR. 58160 AC

TR. 59320 AC

TR. 60320 AC

TR. 61160 AC (SE 1/2)

TR. 62320 AC

TR. 63320 AC

TR. 64623 AC

TR. 65640 AC

TR. 6673.44 AC

C.H. HITTSON

A-181TR. 6746 AC

TR. 68320 AC

TR. 46320 AC

H.D. CAMPBELL

(G.R. HOLCOMB)

A-1948

TR. 5331.1 AC

320 ACRES 131/136

A-341535

TE&L CO

A-334528

TE&L CO

A-333

TE&L CO

A-358552

527

A-332526

TE&L CO

A-335529

TE&L CO

A-281384

TE&L CO

A-280383

TE&L CO

A-279382

TE&L CO

TE&L CO

A-359553

A-360554

TE&L CO

A-361

A-331525

TE&L CO

A-330524

TE&L CO

555TE&L CO

A-362

556TE&L CO

385A-282

TE&L CO

A-338532

TE&L CO

A-283386

TE&L CO

A-274377

TE&L CO

A-273376

TE&L CO

A-340

TE&L CO

A-314

TE&L CO

TE&L CO

A-339533

534

508

TE&L CO

A-315509

A-285388

TE&L CO

A-284387

TE&L CO

A-294397

TE&L CO

TE&L CO

A-278381

A-329

A-277380

TE&L CO

TE&L CO523

A-363

TE&L CO557

A-328522

TE&L CO

379 373

A-271374

TE&L CO

A-272375

TE&L CO

A-276

A-286389

TE&L CO

A-270

A-275378

TE&L CO

TE&L CO

A-327521

TE&L CO

TE&L CO

A-268371

TE&L CO

A-351

BS&F

J.A. PATE

HT&B RR CO

A-1821

2

ET RR CO

A-8715

A-474J.C. SIMPSON

A-1623D. CAMPBELL

16ET RR CO

A-625J. WALLACK

R. WILLIAMS

A-1820J.F. PATE

2BS&F

A-364558

TE&L CO

A-1801

HT&B RR CO

A-1355

A-267370

TE&L CO

A-365559

TE&L CO

A-694I. CLIFTON

A-266369

TE&L CO

A-721W.L. RUCKER

J.A. JACKSONA-684

A-250136

TE&L CO

A-247133

TE&L CO

A-299479

TE&L CO

A-248134

TE&L CO

A-249135

TE&L CO

A-251137

TE&L CO

A-412660

TE&L CO

A-411659

TE&L CO

A-413661

TE&L CO

A-1579

TE&L CO

A-287390

TE&L CO

A-288391

A-269372

TE&L CO

TE&L CO

A-264

TE&L CO367

A-289392

A-263366

TE&L CO

TE&L CO

A-259362

TE&L CO

A-324518

TE&L CO

A-326

520

A-325519

TE&L CO

A-419806

TE&L CO

A-205J. MALONA

A-265368

TE&L CO

TE&L CO

A-261364

A-262365

TE&L CO

A-1656

D.C. CAMPBELL

A-260363

TE&L CO

A-236J. SHIRLEY

A-253

TE&L CO

A-252138

TE&L CO 139

A-254140

TE&L CO

A-5

A-233H. SEABURN

D.M. BULLOCKA-9

A-414794

TE&L CO

A-618J. WHITE

A-235

A-41M. COOPER

A-13561

M.A. WOODS

A-202

A-306490

TE&L COA-255

TE&L CO142

A-258145

TE&L CO

J.W. NEWCOMB

A-617J. WEBB

A-1494

A-1781

HT&B RR CO

A-1537J.M. THOMPSON

2HT&B RR CO

A-40R. CRISP

A-1956

J. SHIRLEYA-234

A-30

A-1914SF 8295

B.F. REYNOLDS3

A-31

A-1356W.P. BENNETT

A-1236

2

A-26

5

4

A-24 A-25

3

TE&L CO

A-332916

A-898G.W. IRWIN

A-897W.N. IRWIN

A-212S. HUDLER

A-4291193

TE&L CO

A-4281192

TE&L CO

A-4311195

TE&L CO

A-4321196

TE&L CO

J. MC COYA-233

A-4271191

TE&L CO

A-321

TE&L CO905

A-4261190

TE&L CO

A-320

TE&L CO904

TE&L CO

A-294693

A-4331197

TE&L CO

A-4341198

TE&L CO

A-293

TE&L CO692

A-331915

TE&L CO

A-322906

TE&L CO

A-319903

TE&L CO

A-295694

TE&L CO

A-292691

TE&L CO

Tract 1 273/729

Tract 8 273/729

Tract 9 273/729

Tract 10 273/724

Tract 12 273/724

Tract 23 273/724

Tract 24 273/724

Tract 27 273/724

286/247 OPR366.81 AC

90.5 AC 76/162 DR

174.1 AC 76/162

320 AC457/781

372/106 320 AC.

330.29 AC 528/599

45.03 AC 504/370495/758

160 AC 482/424

ALL OF H.T.& B.R.R. SURVEYS 1-B AND 2-B ABSTRACT NO.S 206, 1821, AND 180, CONTAINING 685.12 AC.

142.14 AC526/343

513/299

99.26 AC488/999

89.57 AC488/999

22 AC478/708

320 AC527/228

ALL407/887

ALL407/887

ALL407/887

ALL75/461

S.E. 1/2160 AC.75/461

ALL75/461

ALL75/461

ALL75/461

ALL75/461

ALL75/461

7.67 AC98/562

239.75 AC27/381

153 AC4/572260 AC

G3/559

84.25 AC120/633

74/424

74/424

44.3 AC30/407

214.6 AC85/36

146 AC85/36

74/424

ALL OF 425 AC. EXCEPT W 200 74/424

74/424

74/424

53.2 AC?/?

216.7 AC76/162

A-5F.E. BROWN

Tract 13 273/724

Tract 14 273/724

Tract 22 273/724

Tract 25 273/724

Tract C-36 & C-43R 273/724

Tract C-36 & C-43J 273/724

Tract 49273/724

Tract 35273/724

ALL 274.12 AC

A-202LEROY MILLER

44.3 AC271/832216/810

320 AC271/832216/810

200 AC378/0139

100 AC271/832

20 AC379/678

320 AC271/832216/810

320 AC271/832216/810

388.24 AC348/297

100 AC335/1004

W 1/2 160 AC340/716

W 1/2 160 AC344/700

W 1/2 160 AC372/692

239.4 AC141/276

W 1/2294/332

W 160354/0545 E 1/2

187/580

320 AC506/45

320 AC506/45

320 AC506/45

320 AC506/45

320 AC506/45

320 AC259/94

320 AC506/45

320 AC425/29

320 AC425/29

320 AC425/29

320 AC425/29

320 AC425/29

320 AC425/29

320 AC425/29

320 AC425/29

220 AC94/43

SUR. 6/10/56 R.H. MATTHEWS

SUR. 7/21/1857J. SWINDELL

1A-40

89.37 AC209/541

159.77 AC. 142/166

ALL 319.56 AC. 142/166

ALL 324.50 AC. 142/166

76/641

76/641

159 AC76/641

325.3 AC76/641

32.05 AC121/56

ROW DEED92/335

ALL108/416

846.2 AC 461/861

ALL74/424

ALL 320 AC74/424

74/424

74/424

ALL 320 AC74/424

74/424

ALL 320 AC74/424

ALL 320 AC74/424

74/424

ALL 320 AC74/424

ALL 320 AC74/424

74/424

74/424

227 AC74/424

ALL 320 AC74/424

SET 60D SPIKE IN OLD STONE MOUND FOUND IN PLACE.

SET 1/2" CAPPED ROD IN OLD STONE MOUND FOUND IN PLACE.

SET 1/2" CAPPED ROD IN FENCE. FENCE CORNER BEARS N 00°11'E 12.5', A 1/2" CAPPED ROD REFERENCE BEARS N 21°31'W 29.16'.

(N 88°59'15"W)(1270.55')

(N 0

1°0

5'4

5" E

)(1

25

2. 7

7')

SET 1/2" CAPPED ROD IN OLD STONE MOUND FOUND WITH TEE POST. (N 44°35'49"W

)

(1858.04')

S 0

0°1

9'2

8"W

3930

. 58'

S 44°35'49"E

1886.67'

S 44°38'03"E

2822.41'

S 87°19'58"E5035.97'

S 89°32'54"E3797.84'

S 0

0°1

7'2

6"W

4291

. 37'

N 89°41'09"E137.54'

S 0

1°0

2'5

3"W

2085

.05'

S 0

8°5

3'5

7"W

1511.2

5'

S 16°38'57"W496.35'

N 44°41'21"W789.46'

N 44°45'39"W

2944.25'

S 46

°14'1

9"W

1878

.72'

N 45°21'24"W

3672.94'

N 45°

06'18

"E

1870

.83'

N 44°01'50"W

3726.47'S 44

°58'5

6"W

3744

.50'

S 45

°53'1

3"W

3779

.38'

N 44°34'30"W

3791.57'S 45

°04'0

1"W

3759

.12'

S 45

°34'0

4"W

3750

.75'

S 45

°18'0

1"W

3722

.47'

S 44°34'38"E

3779.86'

S 45

°33'5

8"W

3750

.52'

S 44°25'58"E

3735.13'

S 45

°55'3

2"W

3735

.58'

S 44°51'32"E

3807.62'

S 44

°51'5

9"W

3762

.94'

N 44°56'46"W

3753.03'

N 44°19'31"W

3747.63'

N 44°19'36"W

3772.09'

S 46

°53'0

4"W38

26.9

1'

N 43°59'18"W

3706.40'

N 43°54'30"W

2974.79'

N 1

6°2

3'4

5"E

1493.2

8'

N 45°

43'44

"E

2377

.75'

N 45°

20'30

"E

3744

.49'

N 45°

02'53

"E

3766

.01'

N 44°16'23"W

1912.87'

N 45°

45'15

"E

1298

.31'

N 44°36'48"W

2978.76'

N 0

1°0

2' 0

6" E

2996

.80'

N 00°55'32"E224.84'

N 2

6°14

'33"

E20

68.6

5'

S 44°29'08"E

1420.83'

N 46°

01'29

"E

6345

.36'

SET 1/2" CAPPED ROD 2.7' SOUTH OF A PIPE POST FENCE CORNER.

PIPE POST FENCE CORNER SET IN CONCRETE. FENCES BEAR N.W. S.E. AND S.W.

SET 1/2" CAPPED ROD FROM WHICH A PIPE POST FENCE COR. BEARS S 87°20'E 2.6'. BURIED REFERENCE SPIKES BEAR N 84°15'30"W 16.45' AND S 07°19'10"W 16.35'.

SET 1/2" CAPPED ROD IN AN OLD STONE MOUND WITH SETSTONE MARKED "K" FOUND IN FENCE.

SET 1/2" CAPPED ROD IN AN OLD STONE MOUND. THE STUMP HOLE OF AN ORIGINAL LIVEOAK WITNESS TREE, WHICH IS DEAD AND DOWN AND LYING ALONGSIDE, BEARS S 87°02'E 197'.

SET SPIKE IN AN OLD STONE MOUND FOUND IN A FENCE 5.8' EAST OF A PIPE POST FENCE CORNER.

SET A 1/2" CAPPED ROD AND A STONE MOUND UNDER AN EAST/WEST FENCE. AN ORIGINAL 24" LIVEOAK WITNESS WITH OLD BLAZE BEARS S 02°09'E 199'.

SET SPIKE AND STONE MOUND ON BROW OF BLUFF 47.2' EAST OF FENCE.

UNMARKED POINT 3.6' EAST OF FENCE AND N 19°15'E 18.06' FROM A 1/2" CAPPED ROD SET AT THE BASE OF A PIPE POST ANGLE POINT IN A FENCE.

1/2" CAPPED ROD SET AT THE BASE OF A PIPE POST FENCE COR.

PIPE POST FENCE CORNER SET IN CONC. IN AN OLD SCATTERED STONE MOUND. A 1/2" CAPPED ROD SET IN AN OLD STONE MOUND UNDER A FENCE AT THE EAST CORNER OF T.E.& L. 519 BEARS S 39°19'52"W 131.34'.

SET 1/2" CAPPED ROD IN AN OLD STONE MOUND FOUND. A BROKEN TOPPED CONCRETE MONUMENT, UNIDENTIFIED, BEARS S76°W 3.1'.

PIPE POST FENCE CORNER. OLD REFERENCE STONE MARKED "K" FALLEN AND DISPLACED BEARS S 05°58'E 64.5' AND 1/2" CAPPED RODS SET FOR REFERENCE BEAR S46°31E 14.0' AND N49°00'E 12.0'.

SET 1/2" CAPPED ROD. PIPE POST FENCE CORNER BEARS N 67°34'E 27.2'.

PIPE POST FENCE CORNER SET IN CONC. ON THE BANK OF A CREEK. 1/2" CAPPED RODS SET FOR REFERENCE BEAR N47°01'E 17.0' AND S42°39'E 20.0'.

12" CEDAR POST FENCE COR. SPIKE SET IN FENCE FOR REFERENCE BEARS N44°38'W 15.0' AND A SPIKE SET AT THE BASE OF ANOTHER FENCE CORNER BEARS S44°30'W 49.9'.

SET 1/2" CAPPED ROD IN A FENCE. SPIKE IN FENCE BEARS S44°52'40"W 49.08'.

SET 1/2" CAPPED ROD IN AN OLD SUNKEN STONE MOUND. A 1/2" CAPPED ROD AT THE BASE OF A PIPE POST FENCE CORNER BEARS S 23°54'30"E 63.71'.

SET 1/2" CAPPED ROD AT FENCE INTERSECTION 1.4' NW OF A MESQ. POST FENCE COR.

SET 1/2" CAPPED ROD ON THE NORTH BANK OF A CREEK. UNIDENTIFIED 1.5" IP FOUND BENT, STRAIGHTENED AND REDRIVEN, BEARS N65°20'55"W 22.34'.

SET 1/2" CAPPED ROD AT THE BASE OF A PIPE POST FENCE CORNER.

PIPE POST FENCE COR. SET IN CONCRETE. 1/2" CAPPED ROD SET FOR REFERENCE BEARS S52°02'44"W 85.33'.

SET 1/2" CAPPED ROD IN AN OLD STONE MOUND FOUND ON A ROCKY SLOPE. 3/8" IRON ROD FOUND IN NATURAL ROCK BEARS S 29°51'53"W 15.29'.

SET 1/2" CAPPED ROD IN AN OLD SUNKEN STONE MOUND. LARGE DEAD AND STANDING LIVEOAK BEARS S01°59'E 139.6' AND A 36" LIVEOAK BEARS S06°55'E 129.8'.

PIPE POST FENCE COR. SET IN CONC. SPIKES SET FOR REFERENCE BEAR S 83°59'W 14.0' AND 28.0'.

SET 1/2" CAPPED ROD AT THE BASE OF A PIPE POST FENCE COR.

SET 1/2" CAPPED ROD AT THE BASE OF A PIPE POST FENCE COR.

UNMARKED CORNER ON THE RIGHT BANK OF THE CLEAR FORK. 1/2" CAPPED ROD AT BASE OF SUNKEN FENCE POST BEARS N 74°58'37"W 149.03'.

UNMARKED CORNER IN FENCEFROM WHICH AN OLD STONE MOUND WITH A T-POST BEARS S 44°20'09"E 52.77' AND A 1/2" CAPPED IRON ROD SET FOR REF. BEARS S 54°57'05"E 53.90'.

1/2" CAPPED ROD FOUND IN A FENCE FROM WHICH A PIPE POST FENCE CORNER BEARS N 43°42'58"W 25.06'

STEEL PIPE FENCE CORNER FOUND AT OLD STONE MOUND (DESTROYED) LOCATION.

FOUND 1/2" CAPPED IRON ROD IN OLD STONE MOUND WITH T-POST ON THE SOUTH BANK OF THE CREEK FROM WHICH A PIPE POST FENCE CORNER BEARS N 46°44'E 85.3'.

UNMARKED POINT IN ROAD 25' NORTHEAST OF A FENCE. A 1/2" CAPPED IRON ROD SET FOR REFERENCE BEARS N 46°28'26"E 40.02'

SET 1/2" CAPPED IRON ROD IN EAST RIGHT OF WAY LINE OF US HIGHWAY 283.

SET 1/2" CAPPED IRON ROD IN ROAD

SET 1/2" CAPPED IRON ROD IN ROAD.


SET 1/2" CAPPED IRON ROD IN ROAD FROM WHICH A CEDAR POST FENCE CORNER BEARS N 45°18'E 32.1'.

SET 1/2" CAPPED IRON ROD AT A PIPE POST FENCE CORNER.

SET 1/2" CAPPED IRON ROD IN ROAD FROM WHICH A PIPE POST FENCE CORNER BEARS S 43°50'15"E 26.19'.


SET 1/2" CAPPED IRON ROD AT BASE OF FENCE CORNER.

PIPE POST FENCE CORNER FENCES

EAST, NORTH, AND SOUTH.

SET 1/2" CAPPED IRON ROD IN THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY 283.

A = 1009.43'R = 1962.01'

A = 539.94'R = 2829.58'

NOTE: RIGHT OF WAY CORNERS ARE MARKED WITH 1/2" CAPPED IRON RODS OR EXISTING CONCRETE MONUMENTS.

SET 1/2" CAPPED IRON ROD IN THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY 283.

FOUND 3/4" IRON ROD IN OLD STONE MOUND AT FENCE CORNER. 24" MESQUITE WITNESS TREE (CLARK) BEARS S 68°47'E 44'.

UNMARKED CORNER ON THE RIVER BANK FROM WHICH A PIPE POST FENCE CORNER BEARS S 41°43'54"W 46.09' AND A PIPE POST CUT FLUSH WITH THE TOP OF CONC. BASE BEARS S 51°07'05"W 53.52'.

R1R2

R387 - LAST

UNMARKED CORNER ON THE BANK OF THE CLEAR FORK RIVER. PIPE POST FENCE CORNER BEARS N 42°37'51"W 18.80'.

SET 1/2" CAPPED IRON ROD AT FENCE INTERSECTION. CAPPED RODS AT PIPE POST FENCE CORNERS BEAR N 47°31'23"E 10.02' AND S 44°18'11"E 9.95'.

SET 1/2" CAPPED IRON ROD AT BASE OF CEDAR POST FENCE CORNER.

SET 1/2" CAPPED IRON ROD AT BASE OF PIPE POST FENCE CORNER.

SET 1/2" CAPPED IRON ROD 9' NORTHWEST OF THE FENCE.

SET 1/2" CAPPED IRON ROD.

SET 1/2" CAPPED IRON ROD AND STONE MOUND. 1/2" CAPPED ROD SET AT THE BASE OF A FENCE COR. BEARS N 85°54'29"E 231.03'.

SET 1/2" CAPPED IRON ROD AT THE BASE OF A PIPE POST FENCE CORNER.

SET 1/2" CAPPED IRON ROD AT THE BASE OF A CEDAR POST FENCE CORNER.

SET 1/2" CAPPED IRON ROD AT THE BASE OF A PIPE POST FENCE CORNER.

FOUND 1/2" CAPPED IRON ROD AT THE BASE OF A PIPE POST FENCE CORNER.

FOUND 1/2" CAPPED IRON ROD AT THE BASE OF A FENCE CORNER.

UNMARKED POINT IN HIGHWAY 209 FROM WHICH A CONCRETE MONUMENT IN THE SOUTH ROW BEARS S 00°41'13"W 34.00'.

UNMARKED POINT IN THE HIGHWAY FROM WHICH A 1/2" CAPPED IRON ROD SET IN THE SOUTH ROW LINE OF HIGHWAY 209 BEARS S 00°22'00"W 35.00'.


UNMARKED POINT IN THE HIGHWAY FROM WHICH A STEEL PIPE FENCE CORNER BEARS N 00°40'09"E 80.26'.


PIPE POST FENCE CORNER. 1/2" CAPPED IRON ROD SET AT THE BASE OF ANOTHER CEDAR POST FENCE CORNER BEARS N 00°01'33"E 108.45'.

SET 1/2" CAPPED IRON ROD. ANOTHER 1/2" CAPPED ROD SET AT THE BASE OF A FENCE CORNER BEARS N 49°24'19"E 182.86'.

UNMARKED POINT IN COUNTY ROAD. 1/2" CAPPED IRON ROD SET AT THE BASE OF A FENCE CORNER BEARS N 89°01'13"W 11.00'.

1/2" CAPPED IRON ROD SET AT THE BASE OF A PIPE POST FENCE CORNER.

1/2" CAPPED IRON ROD SET AT THE BASE OF A PIPE POST FENCE CORNER. STUMP HOLE OF MESQ. WITNESS (CLARK) BEARS S 56°28'W 45'.


1/2" CAPPED IRON ROD SET AT THE BASE OF A PIPE POST FENCE CORNER. OLD MESQ. WITNESS (CLARK) BEARS N 62°E 59'.



N 42°37'51"W

N 45°

49'50

"E 3

730.

92'

N 44°05'04"W 2541.45'

N 00°22'07"E 1842.39'

N 89°25'39"W

N 0

1°1

4'5

6"E

2577.5

8'

N 0

1°1

4'5

6"E

6847.0

1'

S 89°03'42"E 3409.41'

N 0

0°5

5'0

9" E

5551.2

0'

N 88°25'30"W 3144.54'

N 0

0° 4

1'1

3" E

3648. 5

7'

S 89°25'46"E 3724.30' S 89°26'00"E 3724.30' S 89°03'27"E 3731.50'

N 89°01'13"W 2869.55'

S 0

1°0

3'2

4"W

4331. 8

1'

S 0

1°0

6'0

6"W

5318. 2

3'

N 88°01'46"W 116.80'S 00°52'23"W 984.57'S 80°07'39"E 693.00'

S 0

0°2

3'1

1"W

2082.3

6'

S 87°06'59"E 2782.71'

N 89°36'19"W 4161.11'

S 0

1°1

7' 2

3"W

5733.1

1'

1273.63'

878.76'

N 29°43'03"E 92.48'

N 74°12'57"W 25.00'A = 51.94'R = 2789.79'

S 75°16'57"E 25.00'N 14°43'03"E 116.11'

A = 904.77'R = 1482.39'

N 49°41'14"E 309.90'

A = 1010.90'R = 1379.38'

N 07°41'52"E 1285.01'

N 03°14'08"W 25.35'

S 86°45'52"W 25.00'

N 03°14'08"W 599.97'

N 86°45'52"E 25.00'

N 03°14'08"W 373.43'

N 14°43'02"E 347.09'

R = 2814.79'A = 684.51'

S 44°37'52"E 776.24'

N 45°

22'13

"E

1333

.33'

S 88°31'55"W 575.60'

1/2" CAPPED IRON ROD SET AT THE BASE OF A PIPE POST FENCE CORNER IN THE SOUTH FENCE OF A COUNTY ROAD.

(N 44°51'39"W 3731.62')

(S 4

5°44

'20"W

374

9.65

')

(S 4

5°45

'23"W

277

8.32

')

SET 1/2" CAPPED ROD IN OLD STONE MOUND FOUND.

S 0

1°0

8'2

5"W

1

675

.06'


1/2" CAPPED IRON ROD SET AT THE BASE OF A PIPE POST FENCE CORNER. OLD MESQUITE WITNESS (CLARK) BEARS S 55°38'E 41.5'. 963.6'

OLD STONE MOUND AROUND HACKBERRY IN FENCE AND ON LINE.

SET 1/2" CAPPED ROD IN OLD STONE MOUND FOUND 5.7' WEST OF FENCE CORNER. 1/2" CAPPED ROD SET IN FENCE FOR REF. BEARS N 19°37'40"W 24.00'.

SET 1/2" CAPPED ROD IN OLD STONE MOUND FOUND. LIVEOAK WITNESS (CLARK) BEARS N 77°59'E 204'.

N 0

1°1

7' 2

3"E

1

521

.94'

SET 1/2" CAPPED ROD OFFSET CORNER IN FENCE ON HIGH BANK. MESQUITE WITNESS TREES (CLARK) BEAR N 68°38'W 54' AND N 65°35'E 31.4'

207.13'

(N 0

1°0

4'1

8" E

3726.4

0' )

(N 88°51'21"W 2004.96')

SET 1/2" CAPPED ROD IN OLD STONE MOUND FOUND IN PLACE. 1-1/4" GIP BEARS S 00°13'E 2.84', BURNT MESQ. STUMPS OF WITNESS TREES (CLARK) BEAR N 40°53'E 89', N 38°52'E 73.5', AND S 80°37'E 115'.


(N 89°34'18"W 5252.79')

FOUND SPIKE IN OLD STONE MOUND IN FENCE. 48" MESQ. BEARS S 73°44'E 47'

(RIVER CALLS)

PIPE POST FENCE COR. SET IN CONC. SPIKES SET FOR REFERENCE BEAR S 85°34'W 16.4' AND 32.2'.

L1L2

(RIVER CALLS)

L276 - LAST

FOUND 1/2" IRON ROD IN OLD STONE MOUND.


FOUND OLD STONE MOUND WITH T-POSTON NW BANK CREEK.


FOUND OLD STONE MOUND

SET 1/2" CAPPED ROD IN OLD SUNKEN STONE MOUND. FENCE COR.(NW,SE,NE) BEARS N 41°55'24"E 56.59'

N 45°

25'41

"E 3

761.

90'

N 43°50'04"W 1944.28'


CEDAR POST FC

CORNER POSITION FALLS IN STOCK TANK. 1/2" CAPPED RODS SET AT 100.00' OFFSET NORTHWEST AND SOUTHWEST




9.5 ACRES NOT UNDER FENCE.

1.1 ACRES NOT UNDER FENCE.

18.7 ACRES OF T.E.& L. SURVEYS 693, 904, 905, AND 916 UNDER FENCE WITH THE PROPERTY.

WEST FENCE OF A COUNTY MAINTAINED ROAD.

0.1 ACRE IN PUBLIC ROAD.

S 0

0°2

1'0

0"W

105

75.9

2'

+/- 0.3 ACRE OF WHITE SURVEY UNDER FENCE.

+/- 0.6 AC. ALONG THE SOUTH LINE OF THE MALONE AND +/- 0.9 ALONG THE WEST MILLER DIVISION LINE NOT UNDER FENCE.

+/- 4.2 AC. ALONG THE NORTH AND EAST LINES OF THE MILLER ARE NOT UNDER FENCE.

+/- 5.4 AC. ALONG THIS EAST DIVISION LINE NOT UNDER FENCE.

+/- 1.7 ACRES OF T.E.& L. 362 UNDER FENCE.

+/- 0.7 AC. NOT UNDER FENCE.

+/- 2.6 AC. OF T.E.& L. 366 UNDER FENCE.

+/- 1.0 AC. OF T.E.& L. 372 UNDER FENCE.

+/- 0.8 AC. OF T.E.&L. 378 NOT UNDER FENCE.


+/- 26.4 AC. OF T.E.&L. 388 UNDER FENCE.






+/- 3.7 AC. OF T.E.&L. 527 AND 383 UNDER FENCE.

+/- 1.4 AC. OF T.E.&L. 526 NOT UNDER FENCE AND IN A COUNTY MAINTAINED ROAD.



+/- 1.8 AC. OF T.E.&L. 556 NOT UNDER FENCE AND IN COUNTY MAINTAINED ROADS.

+/- 0.5 AC. OF T.E.&L. 557 NOT UNDER FENCE AND IN A PUBLIC ROAD.

+/- 2.4 AC. OF B.S.& F. NO. 2 NOT UNDER FENCE.

+/- 0.6 AC. OF T.E.&L. 133 UNDER FENCE.

+/- 6.7 AC. OF ADJOINING R. CRISP SURVEY TRACT UNDER FENCE.

R.O.W. EASEMENT 80/289

S 0

0°1

7'3

4"W

3725. 4

4'

N 89°39'24"W 3733.61'

N 0

0° 5

5'3

2" E

5032.2

7'

OVERLAP

+/- 0.2 AC. OF ADJOINING R. CRISP SURVEY UNDER FENCE. +/- 2.2 AC. OF BRAMLETT NO.

5 SURVEY NOT UNDER FENCE.

+/- 0.2 AC. OF ADJOINING SURVEY NO. 1193 UNDER FENCE.

S 89°20'00"E 3754.23'

1818.08'


92/338ROW DEED

ROW DEED92/339

W. BRAMLETTW. BRAMLETT

W.S. RIDDLE

W.S. RIDDLE

R. CRISP

J. SHIRLEY

F.E. BROWN

LEROY MILLER

W. BRAMLETT

WEST FENCE OF A COUNTY MAINTAINED ROAD.

N 45°

38'17

"E 3

748.

66'

N 44°04'24"W 3754.08'

N 45°

21'31

"E 3

767.

08'

N 45°

21'31

"E 3

752.

43'

N 44°12'03"W

N 45°

19'39

"E

N 00°31'02"E

N 00°46'19"E

N 0

0°4

6'1

9" E

6869.4

1'

N 45°26'47"W 3744.60'

1398

.76'

432.89'

1214.77'

SET 1/2" CAPPED ROD IN ROAD.



1770.25'

2004.70'

EAST R.O.W. LINE U.S. HIGHWAY NO. 283

U.S

. H

IGH

WA

Y N

O. 283








FROM THE SOUTHWEST LINES OF T.E.&L. 369 AND THE L. CLIFTON SURVEY NORTH EAST WITH THE COUNTY MAINTAINED ROAD TO THE WEST BANK OF THE CLEAR FORK RIVER, APPROXIMATELY 26 ACRES LIE WITHIN THE FENCED RIGHT-OF-WAY.

FROM THE EAST BANK OF THE CLEAR FORK RIVER NORTH EAST WITH THE COUNTY MAINTAINED ROAD TO THE EAST LINE OF THE SURVEYED PROPERTY, APPROXIMATELY 11 ACRES LIE WITHIN THE FENCED RIGHT-OF-WAY.

SET 1/2" CAPPED ROD.

FD. 2" IP IN STONE MD.

(S 0

0°2

2'4

9"W

)(1

50

0.8

8')

CORNER DESTROYED

(N 89°37'11"W 1893.52')

SET 1/2" CAPPED ROD AT OLD CEDAR POST FC.

SET 1/2" CAPPED IRON ROD 1.5' WEST OF FENCE.

N 87°19'22"W 566.87'N 89°46'22"W 351.70'

N 00°53'38"E 15.00'N 89°46'22"W 755.80'

N 89°20'01"W 2826.45'N 89°26'22"W 4526.40'N 89°25'22"W 3135.70'N 89°24'22"W 1961.00'

A=403.73R=1397.65

SET 1/2" CAPPED RODS AT R.O.W. CORNERS IN SOUTH R.O.W. LINE.

A=419.17'R=1397.65'

APPROX. 2.9 AC. OF T.E.&L. 136LIES WEST OF A FENCE.

INTER FIRST BANK FOR WALKER- BUCKLER TRUST

A-1964

SUR. 6/18/1875G.A. KIRKLAND

SUR. 8/24/1853D. BAKER


SUR. 10/14/1879J.H. BUTLER









SUR. 8/22/1853W.M. RUST

SUR. 8/22/1853W.M. RUST

SUR. 8/22/1853W.M. RUST

SUR. 8/22/1853W.M. RUST

SUR. 8/23/1853W.M. RUST SUR. 8/23/1853

W.M. RUST

SUR. 8/24/1853W.M. RUST SUR. 8/24/1853

W.M. RUST

SUR. 8/24/1853W.M. RUST

SUR. 8/24/1853W.M. RUST

SUR. 3/22/1861J.R. FLUCKETE


A-1579

SUR. 11/?/1857G.A. KIRKLAND

SUR. 5/15/1859R.H. MATTHEWS




SUR. 7/25/1859R.F. LUCKETE

SUR. 8/24/1884J.A. FISHER

SUR. 8/24/1872J. DICKSON




SUR. 7/17/1853J. BLEDSOESUR. 7/16/1853

J. BLEDSOE

SUR. 7/17/1853J. BLEDSOESUR. 7/16/1853

J. BLEDSOE

SUR. 7/16/1853J. BLEDSOE


SUR. 2/16/1886W.A. EAHEART

SUR. 4/1/1880SAM

SUR. 7/7/1879J.S. COBB

SUR. 7/6/1853W. SMYTH


SUR. 10/21/1878J.S. COBB


SUR. 3/11/1872H. JACOBS


SUR. 4/20/1883J.A. FISHER



































SUR. 7/18/1853W. SMYTH SUR. 7/12/1853

W. SMYTH
























SUR. 1/25/1888W.A. EAHEART

SUR. 1872J. DICKSON

SUR. 9/1/1868W. ARMSTRONG


SUR. 12/21/1903J.A. KING







SUR. 7/13/1853W.M. RUST

SUR. 7/13/1853W.M. RUST

SUR. 7/13/1853W.M. RUST

SUR. 3/22/1861J.R. FLUCKETE

F.M. HIGHWAY NO. 209

1/2" CAPPED ROD SET AT 100.00' OFFSET.

T.E.& L. SURVEY 519 IS UNDER FENCE WITH THE SURVEYED PROPERTY.

SET 1/2" CAPPED ROD.

26.42'15.20'

CLEAR

FORK

OF

THEBRAZOS

RIVER

CLEAR

FOR

K

OF

THE

BR

AZO

S

RIVER

CR 179

CR

179

CR 179

CR 179

CR 179

CR 181

CR 180

TRACT 16703.7 ACRES

TRACT 28770.6 ACRES

TRACT 37516.7 ACRES

TARGA NORTH TEXAS LP

N 88°59'15"W

RECORD 3.619ACRE TRACT434/760 O.P.R.S.C.2.55 ACRES (BULLOCK SURVEY)0.92 ACRES (TE&L 794)0.15 ACRES (RIVER)SET 1/2" CAPPED ROD

AT BASE OF CEDAR POST 331.62' OFFSET

NO

RTH

SCALE 1"=2000'BEARINGS BASED ON SPCS NAD83 TNCZ

2000' 0 2000' 4000' COMBINED SCALE FACTORS:0.9998203901.000179642

APPROXIMATELY 23,000.0 ACRES

SAMPLE

SAMPLE

Documents

WALKERBUCKLER SAMPLE 24X40 (1)