|
Coordinate System of Ardmore's G.I.S. |
Sub-Meter G.P.S. Units |
| *NAD 1983 State Plane Oklahoma
South, Feet FIPS 3502
*Lambert_Conformal_Conic *Name: GCS_North_American_1983 *Angular Unit: Degree (0.017453292519943295) *Prime Meridian: Greenwich (0.000000000000000000) *Datum: D_North_American_1983 Spheroid: GRS_1980 Semimajor Axis: 6378137.000000000000000000 Semiminor Axis: 6356752.314140356100000000 Inverse Flattening: 298.257222101000020000 |
Trimble Pathfinder Power(Post Processing Required) |
| 1998 Color Orthophotography | Vector
Data Accuracy |
| *Date of Photography : February
7, 1998 *Time of Photography : Between 10:00 a.m. & 2:00 p.m. *Flight Altitude : 4950' *Camera Used : RC-30 *Focal Length of Camera : 6" *Scale of Original Photos : 1:9900 or 1"= 825' *Photography by : Land Data Geo Services, Inc. *Digital Format : Tiff & Sid with world files |
*Sub-meter accuracy on data compiled from orthophotography & G.P.S. *Engineering accuracy from data extracted from digital plats & plans in the correct coordinate system. |
| An Ideal
Township |
An Ideal
Section |
|
The "Ideal" township is a 6 mile by 6 mile quadrangle
that contains 36 square miles & allows the land to be divided
in a rectangular method. This method utilizes a principal meridian
& baseline to originate from. Townships are numberd north &
south from the baseline. They are also measured east & west with
respect to the principal meridian by range numbers. The north &
west lots of each township are designated to compensate for discrepancies
that may occur in that township.
|
The "Ideal" section is one square
mile containing 640 acres. It is 5,280 feet by 5,280 feet &
is divided up by quarter sections. A section can be divided several
times by repeating variations & combinations of this method. |