ELEVATIONS IN FLORIDA. 
53 
LOCALITY. 
AUTHORITY. 
Elevation 
Above Sea 
(feet). 
in root of pine tree, marked “21.5” unchecked —U. S. 
Rodman, 3.5 miles east of, 20 feet east of road, pine 
tree located as primary traverse point, marked 
“P. T.” in large white letters and bearing warn¬ 
ing sign marked “21.2”; nail in root, unchecked —U. S. 
Rodman, 4.6 miles southeast of, at Turpentine Land¬ 
ing, 30 feet southeast of road forks to north, 20 
feet east of road; iron post stamped “9 Prim. 
Trav. Sta. No. 38” unchecked - 1 _U. S. 
Rodman, 4.4 miles northeast of, in southeast angle pf 
road forks to east; nail in root of pine tree, mark, 
ed “27.2” _ U. S. 
Rodman, 6 miles northeast of, 25 feet southwest of 
road forks to southwest, 300 feet south of old 
house at road forks to west; nail in root of pine 
tree, marked “42.5” -U. S. 
Rogers _F. E. 
Roky - L. & 
Romeo, A. C. L. depot_ U. S. 
Roseland __ F. E. 
Rosewood, S. A. L. depot__U. S. 
Rosewood, near front of store and post office, inside 
fence, near west side of front porch; bottom of a 
square cut in top of an artificial stone post 8 by 8 
by 36 inches, buried 30 inches in ground and let¬ 
tered “U. S. C. &” - “G. S. B. M.” (C. & G. S. 
“Rosewood”) _ U. S. 
Rosewood, about 1.5 miles east of, near second tele¬ 
graph pole east of mile post 144, 10 meters north 
of Seaboard Air Line Railway tracks_—U. S. 
Round Lake, maximum elevation near on profile of 
Atlanta and St. Andrews Bay Railway_A. & 
Ry. 
Roy in southeast corner of A. E. Campbell’s yard, 150 
feet south of railroad crossing; iron post stamped 
“23 Prim. Trav. Sta. No. 10” _U. S. 
Roy, 1 mile south of, about 600 feet south of second- 
class road crossing, 25 feet east of road; nail in 
root of pine tree, marked 25.4 —____U. S. 
Roy, 2.7 miles south of, 700 feet south of two-story 
house, in north angle of road forks 'to northwest; 
iron post stamped “27 Prim. Trav. Sta. No. 11” __U. S. 
C. & G. S._ 21.24 
C. & G. S._ 20.97 
C. & G. S._ 8.952 
C. & G. S._ 26.91 
C. & G. S._ 42.23 
C. Ry- 41-7 
N. R. R_112.3 
G. S.-42 
C. Ry_18.6 
G. S_16 
C. & G. S._ 14.570 
S._ 16.175 
C. & G. 
ST. A. B 
.322 
C. & G. S._ 23.345 
C. & G. S._ 25.48 
C. & G. S._ 27.479 
