104 TRIANGULATION AND SPIRIT LEVELING [bull. 175. 
Feet. 
Wister, £ mile west of; square hole in south coping stone of east abutment 
of bridge No. 1 480. 908 
Wister, 1$ miles west of; square hole in north coping stone of east abut- 
ment of bridge No. 7, 500 feet west of milepost 214 497. 298 
Fanshawe, 2 miles east of; square hole in north coping stone of east abut- 
ment of bridge near milepost 207 553. 651 
Fanshawe, £ mile west of; red oak, 16 inches in diameter, 120 feet right of 
track and 100 feet west of milepost 205 554. 486 
Fanshawe, 3 miles west of; elm, 18 inches in diameter, 130 feet right and 
200 feet west of milepost 202 543. 944 
ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM 
CAVANAL TO LEFLORE. 
Cavanal; post oak, 24 inches in diameter, 180 feet left of track, nearly oppo- 
site milepost 451 468. 963 
Wister, £ mile west of; square hole cut into south coping stone of east pier 
of bridge 237 T 472. 701 
Wister, 1 mile southwest of; black oak, 8 inches in diameter, 150 feet south 
and 75 feet east of milepost 454 478. 136 
Caston; white oak, 30 inches in diameter, 60 feet right of track, opposite 
milepost 456 494. 889 
Pocahontas; red oak, 20 inches in diameter, 120 feet north and 100 west of 
milepost 458 562. 022 
Folsom; white oak 16 inches in diameter, 100 feet south of track, opposite 
milepost 463 490. 631 
Leflore; elm 10 inches in diameter, 90 feet south and 100 feet east of sta- 
tion building 532. 477 
ALONG THE KANSAS CITY, PITTSBURG AND GULF RAILROAD FROM 
HEAVENER TO PAGE. 
Heavener, 2 miles north of; at the intersection of the railroad with the 
north boundary of T. 5 N., R. 25 E., iron post 512. 224 
Heavener, 1 mile north of; copper bolt set into east coping stone of north 
abutment bridge over drain 565. 278 
Heavener, 1 mile south of; 650 feet south of milepost 338, iron post 553. 226 
Houston, 3 miles north of; at the intersection of the railroad with the 
first standard parallel north, near milepost 342, iron post 504. 338 
Houston, I mile south of; copper bolt set into east coping stone of north 
abutment bridge over drain 540. 341 
Thomasville, £ mile south of; copper bolt set into west coping stone of 
north abutment bridge over creek 656. 966 
Page, £ mile south of; root of a basswood 16 inches in diameter and 60 
feet west of track and 35 feet south of mile-pole 355 927. 355 
ALONG TOWNSHIP LINES. 
Corner Ts. 5 and 6 N., Rs. 26 and 27 E., iron post 980. 967 
Corner Ts. 5 and 6 N., Rs. 25 and 26 E., iron post 499. 297 
Corner Ts. 5 and 6 N., Rs. 24 and 25 E., iron post 456. 937 
Corner Ts. 5 and 6 N., Rs. 23 and 24 E., iron post 521 . 117 
Corner Ts. 5 and 6 N., Rs. 22 and 23 E., iron post 551. 271 
Closing corner T. 4 N., Rs. 22 and 23 E., on stone 913. 544 
Standard corner T. 5 N. , Rs. 22 and 23 E. , iron post 722. 694 
Closing corner T. 4 N., Rs. 23 and 24 E., iron post 586. 036 
