^ y-s. 
52 FLORIDA GEOLOGICAL SURVEY-TWELFTH ANNUAL REPORT 
LOCALITY. AUTHORITY. 
bridge over the Apalachicola River, and about 10 
feet from the bank of the river. (U. S. E. No. 
84) -- 1 -U. S. Army 
Engrs., - 
Riverland __A. C. L. R. R 
Riviera -:___F. E. C. Ry._ 
Roberts ---L. & N. R. R, 
Rochelle, A. C. L. depot-U. S. G. S_ 
Rochelle, north end of one-story dwelling owned by 
S. S. Phifer; copper bolt set in brick chimney 
(Coast and Geodetic Survey bench mark) _U. S. C. & G. 
Rochelle, 15 feet southeast of main entrance to school- 
house; iron post stamped ‘‘83 Prim. Trav. Sta. No. 
40” -U. S. C. & G. 
Rochelle, 4 miles south of, in southwest corner of 
railroad crossing; iron post stamped “72 Prim. 
Trav. Sta. No. 41” _-_-_U. S. C. & G. 
Rochelle, 5 miles south of, 20 feet northeast of rail¬ 
road crossing; top of a piece of iron rail driven 
in ground, marked “68” -U. S. C. & G. 
Rochelle, 1 mile north of, in southwest angle of road 
to west; nail in root of pine tree, marked “98.3” __U. S. C. & G. 
Rochelle, 2.4 miles north of, 400 feet north of culvert, 
300 feet south of second-class road west, 8 feet 
west of road; nail in root of water oak tree, 
marked “91.6” _U. S. C. & G. 
Rochelle, 3 miles north of, 20 feet west of road forks, 
to northwest; nail in root of pine tree, marked 
“88.7” _U. S. C. & G. 
Rockdale __ j. ___F. E. C. Ry._ 
Rock Harbor -F. E. C. Ry._ 
Rock Island ___U. S. Army 
Engrs., 1903 
Rockledge ___F. E. C. Ry._ 
Rock Springs, A. C. L. depot-±--—U. S. G. S- 
Rodman, on top of west concrete foundation for iron 
gate post, southeast corner of park; cross in con¬ 
crete, marked “28.6”___U. S. C. & G. 
Rodman, 3.3 miles northeast of, in southeast corner of 
crossing of old Palatka-Rodman road and Wilson 
Lumber Co. tramway; iron post stamped “27 Prim. 
Trav. Sta. No. 39” _U. S. C. & G. 
Rodman, 2.04 miles southeast of, in southeast corner of 
crossroads, 250 feet south of drain crossing; nail 
Elevation 
Above Sea 
(feet). 
-64.062 
.— 76 
— - 19.4 
--144.3 
80 
S._ 83.165 
S._ 82.703 
S._ 72.442 
s._ 67.59 
S._ 08.32 
S._ 91.60 
S._ 88.74 
— 13.0 
_12.4 
—_ 12 
_29.0 
— 75 
s._ 28.37 
S._ 27.110 
