survey map projections
TRANSCRIPT
Penn State Surveying Program 1 Ellipsoid Defining Parameters
DEFINING PARAMETERS FOR SELECTED ELLIPSOIDS
Name GRS 80 WGS 84 CLARKE 1866
a = 6,378,137.0 6,378,137.0 6,378,206.4
1/f = ############# 298.257223563 294.97870
Enter in the name exactly as it appears on the following computation sheets. The software will lookup and insert the ellipsoidal values. Important to note that the U.S. State Plane Coordinate System of 1983 using the GRS 80 ellipsoid, and that the UTM projection is usually uses WGS 84.
International user can add ellipsoid definitions in columns E, F, ..., Z. Remember to unprotect the sheet under the tools menu before attempting to add an ellipsoid.
U.S. State Plane Coordinate Systems Projection Parameters (taken from Stem, J. 1989. "State Plane Coordinate Systems of 1983." NOAA Manual NOS NGS 5.
Lambert Conformal Conic Projection states U.S. Government Printing Office. Washington, D.C,)
State AR AR CA CA CA CA CA CA
Zone North South 401 402 403 404 405 406
fs 34°56' 33°18' 40°00' 38°20' 37°04' 36°00' 34°02' 32°47'
fn 36°14' 34°46' 41°40' 39°50' 38°26' 37°15' 35°28' 33°53'
fb 34°20' 32°40' 39°20' 37°40' 36°30' 35°20' 33°30' 32°10'
l0 92°00'W 92°00'W 122°00'W 122°00'W 120°30'W 119°00'W 118°00'W 116°15'W
Nb 0.000 400,000.000 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0
E0 400,000.000 400,000.000 2,000,000.0 2,000,000.0 2,000,000.0 2,000,000.0 2,000,000.0 2,000,000.0
TRANSVERSE MERCATOR PROJECTION STATES
State AL AL AK AK AK AK AK AK
Zone East West 5001/O.M. 5002 5003 5004 5005 5006
CM 85°50'W 87°30'W ATAN(-3/4) 142°00'W 146°00'W 150°00'W 154°00'W 158°00'W
1:k0 25,000 15,000 10,000 10,000 10,000 10,000 10,000 10,000
f0 30°30' 30°00' 57°00' 54°00' 54°00' 54°00' 54°00' 54°00'
l0 85°50'W 85°50'W 133°40'W 142°00'W 146°00'W 150°00'W 154°00'W 158°00'W
E0 200,000.0 600,000.0 5,000,000.0 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0
N0 0.0 0.0 -5,000,000.0 0.0 0.0 0.0 0.0 0.0
(taken from Stem, J. 1989. "State Plane Coordinate Systems of 1983." NOAA Manual NOS NGS 5.
U.S. Government Printing Office. Washington, D.C,)
CO CO CO CT FL IA IA KS KS
North Central South 600 North North South North South
39°43' 38°27' 37°14' 41°12' 29°35' 42°04' 40°37' 38°43' 37°16'
40°47' 39°45' 38°26' 41°52' 30°45' 43°16' 41°47' 39°47' 38°34'
39°20' 37°50' 36°40' 40°50' 29°00' 41°30' 40°00' 38°20' 36°40'
105°30'W 105°30'W 105°30'W 72°45'W 84°30'W 93°30'W 93°30'W 98°00'W 98°30'W
304,800.6096 304,800.6096 304,800.6096 152,400.3048 0.0 1,000,000.0 0.0 0.0 400,000.0
914,401.8289 914,401.8289 914,401.8289 304,800.6096 600,000.0 1,500,000.0 500,000.0 400,000.0 400,000.0
AK AK AK AZ AZ AZ DE FL FL
5007 5008 5009 East Central West 700 East West
162°00'W 166°00'W 170°00'W 110°10'W 111°55'W 113°45'W 75°25'W 81°00'W 82°00'W
10,000 10,000 10,000 10,000 10,000 15,000 200,000 17,000 17,000
54°00' 54°00' 54°00' 31°00' 31°00' 31°00' 38°00' 24°20' 24°20'
162°00'W 166°00'W 170°00'W 110°10'W 111°55'W 113°45'W 75°25'W 81°00'W 82°00'W
500,000.0 500,000.0 500,000.0 213,360.0 213,360.0 213,360.0 200,000.0 200,000.0 200,000.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
KY KY LA LA LA MD MA MA MI
North South North South Offshore 1900 Mainland Island North
37°58' 36°44' 31°10' 29°18' 26°10' 38°18' 41°43' 41°17' 45°29'
38°58' 37°56' 32°40' 30°42' 27°50' 39°27' 42°41' 41°29' 47°05'
37°30' 36°20' 30°30' 28°30' 25°30 37°40' 41°00' 41°00' 44°47'
84°15'W 85°45'W 92°30'W 91°20'W 91°20'W 77°00'W 71°30W 70°30'W 87°00'W
0.0 500,000.0 0.0 0.0 0.0 0.0 750,000.0 0.0 0.0
500,000.0 500,000.0 1,000,000.0 1,000,000.0 1,000,000.0 400,000.0 200,000.0 500,000.0 8,000,000.0
GA GA HI HI HI HI HI ID ID
East West 5101 5102 5103 5104 5105 East Central
82°10'W 84°10'W 155°30'W 156°40'W 158°00'W 159°30'W 160°10'W 112°10'W 114°00'W
10,000 10,000 30,000 30,000 100,000 100,000 0 19,000 19,000
30°00' 30°00' 18°50' 20°20' 21°10' 21°50' 21°40' 41°40' 41°40'
82°10'W 82°10'W 155°30'W 156°40'W 158°00'W 155°30'W 155°30'W 112°10'W 114°00'W
200,000.0 700,000.0 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0 200,000.0 500,000.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
MI MI MN MN MN MT NE NY NC
Central South North Central South 2500 2600 Long Island 3200
44°11' 42°06' 47°02' 45°37' 43°47' 45°00' 40°00' 40°40' 34°20'
45°42' 43°40' 48°38' 47°03' 45°13' 49°00' 43°00' 41°02' 36°10'
43°19' 41°30' 46°30' 45°00' 43°00' 44°15' 39°50' 40°10' 33°45'
84°22'W 84°22'W 93°06'W 94°15'W 94°00'W 109°30'W 100°00'W 74°00'W 79°00'W
0.0 0.0 100,000.0 100,000.0 100,000.0 0.0 0.0 0.0 0.0
6,000,000.0 4,000,000.0 800,000.0 800,000.0 800,000.0 600,000.0 500,000.0 300,000.0 609,601.2199
ID IL IL IN IN ME ME MS MS
West East West East West East West East West
115°45'W 88°20'W 90°10'W 85°40'W 87°05'W 68°30'W 70°10'W 88°50'W 90°20'W
15,000 40,000 17,000 30,000 30,000 10,000 10,000 20,000 20,000
41°40' 36°40' 36°40' 37°30' 37°30' 43°40' 42°50' 29°30' 29°30'
115°45'W 88°20'W 90°10'W 85°40'W 87°05'W 68°30'W 70°10'W 88°50'W 90°20'W
800,000.0 300,000.0 700,000.0 100,000.0 900,000.0 300,000.0 900,000.0 700,000.0 700,000.0
0.0 0.0 0.0 250,000.0 250,000.0 0.0 0.0 0.0 0.0
ND ND OH OH OK OK OR OR PA
North South North South North South North South North
47°26' 46°11' 40°26' 38°44' 35°34' 33°56' 44°20' 42°20' 40°53'
48°44' 47°29' 41°42' 40°02' 36°46' 35°14' 46°00 44°00' 41°57'
47°00' 45°40' 39°40' 38°00' 35°00' 33°20' 43°40' 41°40' 40°10'
100°30'W 100°30'W 82°30'W 82°30'W 98°00'W 98°00'W 120°30'W 120°30'W 77°45'W
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
600,000.0 600,000.0 600,000.0 600,000.0 600,000.0 600,000.0 2,500,000.0 1,500,000.0 600,000.0
MO MO MO NV NV NV NH NJ/NY East NM
East Central West East Central West 2800 2900 East
90°30'W 92°30'W 94°30'W 115°35'W 116°40'W 118°35'W 71°40'W 74°30'W 104°20'W
15,000 15,000 17,000 10,000 10,000 10,000 30,000 10,000 11,000
35°50' 35°50' 36°10' 34°45' 34°45' 34°45' 42°30' 38°50' 31°00'
90°30'W 92°30'W 94°30'W 115°35'W 116°40'W 118°35'W 71°40'W 74°30'W 104°20'W
250,000.0 250,000.0 250,000.0 200,000.0 500,000.0 800,000.0 300,000.0 150,000.0 165,000.0
0.0 0.0 0.0 8,000,000.0 6,000,000.0 4,000,000.0 0.0 0.0 0.0
PA SC SD SD TN TX TX TX TX
South 3900 North South 4100 North North Central Central South Central
39°56' 32°30' 44°25' 42°50' 35°15' 34°39' 32°08' 30°07' 28°23'
40°58' 34°50' 45°41' 44°24' 36°25' 36°11' 33°58' 31°53' 30°17'
39°20' 31°50' 43°50' 42°20' 34°20' 34°00' 31°40' 29°40' 27°50'
77°45'W 81°00'W 100°00W 100°20W 86°00'W 101°30'W 98°30'W 100°20'W 99°00'W
0.0 0.0 0.0 0.0 0.0 1,000,000.0 2,000,000.0 3,000,000.0 4,000,000.0
600,000.0 609,600.0 600,000.0 600,000.0 600,000.0 200,000.0 600,000.0 700,000.0 600,000.0
NM NM NY NY NY RI VT WY WY
Central West East Central West 3800 4400 East East Central
106°15'W 107°50'W 74°30'W 76°35'W 78°35'W 71°30'W 72°30'W 105°10'W 107°20'W
10,000 12,000 10,000 16,000 16,000 160,000 28,000 16,000 16,000
31°00' 31°00' 38°50' 40°00 40°00 41°05' 42°30' 40°30' 40°30'
106°15'W 107°50'W 74°30'W 76°35'W 78°35'W 71°30'W 72°30'W 105°10'W 107°20'W
500,000.0 830,000.0 150,000.0 250,000.0 350,000.0 100,000.0 500,000.0 200,000.0 400,000.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100,000.0
TX UT UT UT VA VA WA WA WV
South North Central South North South North South North
26°10' 40°43' 39°01' 37°13' 38°02' 36°46' 47°30' 45°50' 39°00'
27°50' 41°47' 40°39' 38°21' 39°12' 37°58' 48°44' 47°20' 40°15'
25°40' 40°20' 38°20' 36°40' 37°40' 36°20' 47°00' 45°20' 38°30'
98°30'W 111°30'W 111°30'W 111°30'W 78°30'W 78°30'W 120°50'W 120°30'W 79°30'W
5,000,000.0 1,000,000.0 2,000,000.0 3,000,000.0 2,000,000.0 1,000,000.0 0.0 0.0 0.0
300,000.0 500,000.0 500,000.0 500,000.0 3,500,000.0 3,500,000.0 500,000.0 500,000.0 600,000.0
WY WY
West Central West
108°45'W 110°05'W
16,000 16,000
40°30' 40°30'
108°45'W 110°05'W
600,000.0 800,000.0
0.0 100,000.0
WV WI WI WI PR VI
South North Central South 5200
37°29' 45°34' 44°15' 42°44' 18°02'
38°53' 46°46' 45°30' 44°04' 18°26'
37°00' 45°10' 43°50' 42°00' 17°50'
81°00'W 90°00'W 90°00'W 90°00'W 66°26'W
0.0 0.0 0.0 0.0 200,000.0
600,000.0 600,000.0 600,000.0 600,000.0 200,000.0
Penn State Surveying Program 10 State Plane Coordinate System
Defining Zone ParametersU.S. State Plane Coordinate Systems Projection Parameters (taken from Stem, J. 1989. "State Plane Coordinate Systems of 1983." NOAA Manual NOS NGS 5.
Lambert Conformal Conic Projection states U.S. Government Printing Office. Washington, D.C,)
State AR AR CA CA CA CA CA CA CO CO CO
Zone North South 401 402 403 404 405 406 North Central South
fs 34°56' 33°18' 40°00' 38°20' 37°04' 36°00' 34°02' 32°47' 39°43' 38°27' 37°14'
fn 36°14' 34°46' 41°40' 39°50' 38°26' 37°15' 35°28' 33°53' 40°47' 39°45' 38°26'
fb 34°20' 32°40' 39°20' 37°40' 36°30' 35°20' 33°30' 32°10' 39°20' 37°50' 36°40'
l0 92°00'W 92°00'W 122°00'W 122°00'W 120°30'W 119°00'W 118°00'W 116°15'W 105°30'W 105°30'W 105°30'W
Nb 0.000 400,000.000 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0 304,800.6096 304,800.6096 304,800.6096
E0 400,000.000 400,000.000 2,000,000.0 2,000,000.0 2,000,000.0 2,000,000.0 2,000,000.0 2,000,000.0 914,401.8289 914,401.8289 914,401.8289
State FL IA IA KS KS KY KY LA LA LA MD
Zone North North South North South North South North South Offshore 1900
fs 29°35' 42°04' 40°37' 38°43' 37°16' 37°58' 36°44' 31°10' 29°18' 26°10' 38°18'
fn 30°45' 43°16' 41°47' 39°47' 38°34' 38°58' 37°56' 32°40' 30°42' 27°50' 39°27'
fb 29°00' 41°30' 40°00' 38°20' 36°40' 37°30' 36°20' 30°30' 28°30' 25°30 37°40'
l0 84°30'W 93°30'W 93°30'W 98°00'W 98°30'W 84°15'W 85°45'W 92°30'W 91°20'W 91°20'W 77°00'W
Nb 0.0 1,000,000.0 0.0 0.0 400,000.0 0.0 500,000.0 0.0 0.0 0.0 0.0
E0 600,000.0 1,500,000.0 500,000.0 400,000.0 400,000.0 500,000.0 500,000.0 1,000,000.0 1,000,000.0 1,000,000.0 400,000.0
State MA MI MI MI MN MN MN MT NE NY NC
Zone Island North Central South North Central South 2500 2600 Long Island 3200
fs 41°17' 45°29' 44°11' 42°06' 47°02' 45°37' 43°47' 45°00' 40°00' 40°40' 34°20'
fn 41°29' 47°05' 45°42' 43°40' 48°38' 47°03' 45°13' 49°00' 43°00' 41°02' 36°10'
fb 41°00' 44°47' 43°19' 41°30' 46°30' 45°00' 43°00' 44°15' 39°50' 40°10' 33°45'
l0 70°30'W 87°00'W 84°22'W 84°22'W 93°06'W 94°15'W 94°00'W 109°30'W 100°00'W 74°00'W 79°00'W
Nb 0.0 0.0 0.0 0.0 100,000.0 100,000.0 100,000.0 0.0 0.0 0.0 0.0
E0 500,000.0 8,000,000.0 6,000,000.0 4,000,000.0 800,000.0 800,000.0 800,000.0 600,000.0 500,000.0 300,000.0 609,601.2199
State ND OH OH OK OK OR OR PA PA SC SD
Zone South North South North South North South North South 3900 North
fs 46°11' 40°26' 38°44' 35°34' 33°56' 44°20' 42°20' 40°53' 39°56' 32°30' 44°25'
fn 47°29' 41°42' 40°02' 36°46' 35°14' 46°00 44°00' 41°57' 40°58' 34°50' 45°41'
fb 45°40' 39°40' 38°00' 35°00' 33°20' 43°40' 41°40' 40°10' 39°20' 31°50' 43°50'
l0 100°30'W 82°30'W 82°30'W 98°00'W 98°00'W 120°30'W 120°30'W 77°45'W 77°45'W 81°00'W 100°00W
Nb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
E0 600,000.0 600,000.0 600,000.0 600,000.0 600,000.0 2,500,000.0 1,500,000.0 600,000.0 600,000.0 609,600.0 600,000.0
Penn State Surveying Program 11 State Plane Coordinate System
Defining Zone Parameters
State TN TX TX TX TX TX UT UT UT VA VA
Zone 4100 North North Central Central South Central South North Central South North South
fs 35°15' 34°39' 32°08' 30°07' 28°23' 26°10' 40°43' 39°01' 37°13' 38°02' 36°46'
fn 36°25' 36°11' 33°58' 31°53' 30°17' 27°50' 41°47' 40°39' 38°21' 39°12' 37°58'
fb 34°20' 34°00' 31°40' 29°40' 27°50' 25°40' 40°20' 38°20' 36°40' 37°40' 36°20'
l0 86°00'W 101°30'W 98°30'W 100°20'W 99°00'W 98°30'W 111°30'W 111°30'W 111°30'W 78°30'W 78°30'W
Nb 0.0 1,000,000.0 2,000,000.0 3,000,000.0 4,000,000.0 5,000,000.0 1,000,000.0 2,000,000.0 3,000,000.0 2,000,000.0 1,000,000.0
E0 600,000.0 200,000.0 600,000.0 700,000.0 600,000.0 300,000.0 500,000.0 500,000.0 500,000.0 3,500,000.0 3,500,000.0
State WA WV WV WI WI WI PR VI
Zone South North South North Central South 5200
fs 45°50' 39°00' 37°29' 45°34' 44°15' 42°44' 18°02'
fn 47°20' 40°15' 38°53' 46°46' 45°30' 44°04' 18°26'
fb 45°20' 38°30' 37°00' 45°10' 43°50' 42°00' 17°50'
l0 120°30'W 79°30'W 81°00'W 90°00'W 90°00'W 90°00'W 66°26'W
Nb 0.0 0.0 0.0 0.0 0.0 0.0 200,000.0
E0 500,000.0 600,000.0 600,000.0 600,000.0 600,000.0 600,000.0 200,000.0
TRANSVERSE MERCATOR PROJECTION STATES
State AL AL AK AK AK AK AK AK AK AK AK
Zone East West 5001/O.M. 5002 5003 5004 5005 5006 5007 5008 5009
CM 85°50'W 87°30'W ATAN(-3/4) 142°00'W 146°00'W 150°00'W 154°00'W 158°00'W 162°00'W 166°00'W 170°00'W
1:k0 25,000 15,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000
f0 30°30' 30°00' 57°00' 54°00' 54°00' 54°00' 54°00' 54°00' 54°00' 54°00' 54°00'
l0 85°50'W 85°50'W 133°40'W 142°00'W 146°00'W 150°00'W 154°00'W 158°00'W 162°00'W 166°00'W 170°00'W
E0 200,000.0 600,000.0 5,000,000.0 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0 500,000.0
N0 0.0 0.0 -5,000,000.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
State AZ AZ DE FL FL GA GA HI HI HI HI
Zone Central West 700 East West East West 5101 5102 5103 5104
CM 111°55'W 113°45'W 75°25'W 81°00'W 82°00'W 82°10'W 84°10'W 155°30'W 156°40'W 158°00'W 159°30'W
1:k0 10,000 15,000 200,000 17,000 17,000 10,000 10,000 30,000 30,000 100,000 100,000
f0 31°00' 31°00' 38°00' 24°20' 24°20' 30°00' 30°00' 18°50' 20°20' 21°10' 21°50'
l0 111°55'W 113°45'W 75°25'W 81°00'W 82°00'W 82°10'W 82°10'W 155°30'W 156°40'W 158°00'W 155°30'W
E0 213,360.0 213,360.0 200,000.0 200,000.0 200,000.0 200,000.0 700,000.0 500,000.0 500,000.0 500,000.0 500,000.0
N0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Penn State Surveying Program 12 State Plane Coordinate System
Defining Zone Parameters
State ID ID ID IL IL IN IN ME ME MS MS
Zone East Central West East West East West East West East West
CM 112°10'W 114°00'W 115°45'W 88°20'W 90°10'W 85°40'W 87°05'W 68°30'W 70°10'W 88°50'W 90°20'W
1:k0 19,000 19,000 15,000 40,000 17,000 30,000 30,000 10,000 10,000 20,000 20,000
f0 41°40' 41°40' 41°40' 36°40' 36°40' 37°30' 37°30' 43°40' 42°50' 29°30' 29°30'
l0 112°10'W 114°00'W 115°45'W 88°20'W 90°10'W 85°40'W 87°05'W 68°30'W 70°10'W 88°50'W 90°20'W
E0 200,000.0 500,000.0 800,000.0 300,000.0 700,000.0 100,000.0 900,000.0 300,000.0 900,000.0 700,000.0 700,000.0
N0 0.0 0.0 0.0 0.0 0.0 250,000.0 250,000.0 0.0 0.0 0.0 0.0
State MO MO NV NV NV NH NJ/NY East NM NM NM NY
Zone Central West East Central West 2800 2900 East Central West East
CM 92°30'W 94°30'W 115°35'W 116°40'W 118°35'W 71°40'W 74°30'W 104°20'W 106°15'W 107°50'W 74°30'W
1:k0 15,000 17,000 10,000 10,000 10,000 30,000 10,000 11,000 10,000 12,000 10,000
f0 35°50' 36°10' 34°45' 34°45' 34°45' 42°30' 38°50' 31°00' 31°00' 31°00' 38°50'
l0 92°30'W 94°30'W 115°35'W 116°40'W 118°35'W 71°40'W 74°30'W 104°20'W 106°15'W 107°50'W 74°30'W
E0 250,000.0 250,000.0 200,000.0 500,000.0 800,000.0 300,000.0 150,000.0 165,000.0 500,000.0 830,000.0 150,000.0
N0 0.0 0.0 8,000,000.0 6,000,000.0 4,000,000.0 0.0 0.0 0.0 0.0 0.0 0.0
State NY RI VT WY WY WY WY
Zone West 3800 4400 East East Central West Central West
CM 78°35'W 71°30'W 72°30'W 105°10'W 107°20'W 108°45'W 110°05'W
1:k0 16,000 160,000 28,000 16,000 16,000 16,000 16,000
f0 40°00 41°05' 42°30' 40°30' 40°30' 40°30' 40°30'
l0 78°35'W 71°30'W 72°30'W 105°10'W 107°20'W 108°45'W 110°05'W
E0 350,000.0 100,000.0 500,000.0 200,000.0 400,000.0 600,000.0 800,000.0
N0 0.0 0.0 0.0 0.0 100,000.0 0.0 100,000.0
Penn State Surveying Program 13 State Plane Coordinate System
Defining Zone Parameters(taken from Stem, J. 1989. "State Plane Coordinate Systems of 1983." NOAA Manual NOS NGS 5.
CT
600
41°12'
41°52'
40°50'
72°45'W
152,400.3048
304,800.6096
MA
Mainland
41°43'
42°41'
41°00'
71°30W
750,000.0
200,000.0
ND
North
47°26'
48°44'
47°00'
100°30'W
0.0
600,000.0
SD
South
42°50'
44°24'
42°20'
100°20W
0.0
600,000.0
Penn State Surveying Program 14 State Plane Coordinate System
Defining Zone Parameters
WA
North
47°30'
48°44'
47°00'
120°50'W
0.0
500,000.0
AZ
East
110°10'W
10,000
31°00'
110°10'W
213,360.0
0.0
HI
5105
160°10'W
0
21°40'
155°30'W
500,000.0
0.0
Penn State Surveying Program 15 State Plane Coordinate System
Defining Zone Parameters
MO
East
90°30'W
15,000
35°50'
90°30'W
250,000.0
0.0
NY
Central
76°35'W
16,000
40°00
76°35'W
250,000.0
0.0
Penn State Surveying Program 5/12/2014 Lambert Conformal Conic
Ellipsoid parameters Zone parameters PA
Name = GRS 80 North
a = 6,378,137.0 m Origin fb = 40° 10'
1/f = 298.257222101 l0 = -77° 45'
e² = 0.006694380 Standard parallels
e = 0.081819191 fSouth = 40° 53'
fNorth = 41° 57'
E0 = 600,000.0 m
Nb = 0.0 m
Direct solution
Position
f = 42° 30' 00.00000"
l = -80° 30' 00.00000"
Solution:
X = 373,960.0266 m
Y = 262,736.6621 m
k = 1.0001357076
Inverse solution
Position
X = 373,960.027 m
Y = 262,736.662 m
f = 0.741765 rad 42.50° 42° 29' 60.00000" N
l = -1.404990 rad 80.50° 80° 29' 59.99998" W
k = 1.000135708
Steps: Enter the appropriate ellipsoid name
(GRS 80, WGS 84, Clarke 1866) in cell B2 and the parameters from the
Ellipsoid sheet will appear. Note that U.S. State Plane Coordinate System of 1983 uses GRS 80.
Enter the zone parameters including
the grid origin fb and l0, latitudes of
the standard parallels (fSouth and
fNorth), and the false easting E0 and
northing Nb. These values can be obtained from the SPCS Defining
Parameters sheet. Direct solution: Enter the latitude
and longitude of the point were southern latitude and western longitude are considered negative.
Inverse solution: Enter the grid xy coordinates of the point.
Penn State Surveying Program 5/12/2014 Lambert Conformal Conic
Steps: Enter the appropriate ellipsoid name
(GRS 80, WGS 84, Clarke 1866) in cell B2 and the parameters from the
Ellipsoid sheet will appear. Note that U.S. State Plane Coordinate System of 1983 uses GRS 80.
Enter the zone parameters including
the grid origin fb and l0, latitudes of
the standard parallels (fSouth and
fNorth), and the false easting E0 and
northing Nb. These values can be obtained from the SPCS Defining
Parameters sheet. Direct solution: Enter the latitude
and longitude of the point were southern latitude and western longitude are considered negative.
Inverse solution: Enter the grid xy coordinates of the point.
Penn State Surveying Program Page 18 Transverse Mercator
Ellipsoid Parameters Origin
Name = GRS 80 Zone = NJ 2900
a = 6,378,137.0 m f0 = 38° 50' 00"
1/f = 298.257222101 l0 = -74° 30' 00"
e² = 0.006694380 k0 = 0.9999
e = 0.081819191 E0 = 150,000.0
e'² = 0.006739497 N0 = 0.0
DIRECT PROBLEM
Point information
f = 39° 00' 15.37930"
l = -74° 47' 59.39450"
Solution:
x = 124,030.7831 m
y = 19,017.4449 m
k = 0.9999083015
Convergence angle
g = -0.00329 rad -0.1887° 0° -11' -19.4"
INVERSE PROBLEM
Point information
x = 124,030.783 m
y = 19,017.445 m
Solution:
f = 0.680753 rad 39.00° 39° 00' 15.37930"
l = -1.305503 rad -74.80° -74° 47' 59.39450"
k = 0.9999083015
Convergence Angle
g = -0.003294 rad -0.1887° 0° -11' -19.4"
Transverse Mercator You can use this spreadsheet for any Transverse Mercator map projection
including the State Plane Coordinate System and Universal Transverse Mercator.
For the State Plane Coordinate System, o Obtain the appropriate values for the zone parameters from
the Defining SPCS Parameters worksheet. o Type in the ellipsoid name GRS 80 in cell B2 and the
ellipsoid parameters from the Ellipsoid Parameters
worksheet will be inserted.
For UTM
o Type in the ellipsoid name WGS84 in cell B2, and the ellipsoid parameters from the Ellipsoid Parameters worksheet will be inserted, or type in your regional values.
o Set the following zone parameters
l0 as appropriate for the zone. See the UTM Grid
worksheet for assistance.
f0 = 00’0”
E0 = 500,000 m N0 = 0 m for Northern Hemisphere or 500,000 m
for Southern k0 = 0.9996
Charles D. Ghilani
Penn State Surveying Program Page 19 Transverse Mercator
Transverse Mercator You can use this spreadsheet for any Transverse Mercator map projection
including the State Plane Coordinate System and Universal Transverse Mercator.
For the State Plane Coordinate System, o Obtain the appropriate values for the zone parameters from
the Defining SPCS Parameters worksheet. o Type in the ellipsoid name GRS 80 in cell B2 and the
ellipsoid parameters from the Ellipsoid Parameters
worksheet will be inserted.
For UTM
o Type in the ellipsoid name WGS84 in cell B2, and the ellipsoid parameters from the Ellipsoid Parameters worksheet will be inserted, or type in your regional values.
o Set the following zone parameters
l0 as appropriate for the zone. See the UTM Grid
worksheet for assistance.
f0 = 00’0”
E0 = 500,000 m N0 = 0 m for Northern Hemisphere or 500,000 m
for Southern k0 = 0.9996
Charles D. Ghilani
Penn State Surveying Program 5/12/2014 Lambert Conformal Conic
Ellipsoid parameters Zone parameters
Name = GRS 80 Origin PA
a = 6,378,137.0 m fb = 39° 33'
1/f = 298.257222101 l0 = -77° 45'
e² = 0.006694380 Standard parallels
e = 0.081819191 fSouth = 40° 01'
fNorth = 41° 49'
E0 = 1,000,000.0 m
Nb = 300,000.0 m
Direct solution
Position (Enter south latitudes and western longitudes as negatives)
f = 39° 34' 00.00000"
l = -77° 45' 00.00000"
Solution: X = 1,000,000.000 m
Y = 301,850.725 m
k = 1.0001526096
Inverse solution
Position X = 1,000,000.000 m
Y = 301,850.725 m
Solution:
f = 0.690569 rad 39.566667° 39° 34' 00.00001" N
l = -1.356993 rad 77.750000° 77° 45' 00.00000" W
k = 1.00015261
Steps: This is a worksheet to compute
values for a single-zone map projection coordinate system in
Pennsylvania. It is only one of many suggested systems that could be designed.
Enter the appropriate ellipsoid name (GRS 80, WGS 84, or Clarke 1866)
in cell B2 and the parameters from the Ellipsoid sheet will be inserted. Note that U.S. State Plane
Coordinate System of 1983 uses GRS 80.
Enter the zone parameters including
the grid origin fb and l0, latitudes of
the standard parallels (f South and
f North), and the false easting E0 and
northing Nb. These values can be obtained from the SPCS Defining
Parameters sheet. Direct solution: Enter the latitude
and longitude of the point were
southern latitude and western longitude are considered negative.
Inverse solution: Enter the grid xy coordinates of the point.
Penn State Surveying Program 5/12/2014 Lambert Conformal Conic
Steps: This is a worksheet to compute
values for a single-zone map projection coordinate system in
Pennsylvania. It is only one of many suggested systems that could be designed.
Enter the appropriate ellipsoid name (GRS 80, WGS 84, or Clarke 1866)
in cell B2 and the parameters from the Ellipsoid sheet will be inserted. Note that U.S. State Plane
Coordinate System of 1983 uses GRS 80.
Enter the zone parameters including
the grid origin fb and l0, latitudes of
the standard parallels (f South and
f North), and the false easting E0 and
northing Nb. These values can be obtained from the SPCS Defining
Parameters sheet. Direct solution: Enter the latitude
and longitude of the point were
southern latitude and western longitude are considered negative.
Inverse solution: Enter the grid xy coordinates of the point.
Penn State Surveying Program 5/12/2014 Mercator Projection
Ellipsoid parameters Zone central meridian
Name = WGS 84 l0 = -180° 00'
a = 6,378,137.0 m
1/f = 298.257223563
Input values
f = 35° 10' 00.00000"
l = -75° 00' 00.00000"
Direct Equations:
x= 11,688,546.5333 m
y= 4,161,943.3640 m
k= 1.22191233
Inverse Equations:
x = 11,688,546.533 m t= 0.520725231
y = 4,161,943.364 m f0 = 0.610616 rad 34.985739°
Solution:
f = 0.613774 rad 35.166667° 35° 10' 00.00000" N
l = -1.308997 rad 75.000000° 74° 59' 60.00000" W
k= 1.22191233
Steps: Enter the ellipsoid name (GRS 80, WGS 84, Clarke 1866) in cell B2 and the
appropriate values from the Ellipsoid sheet will appear in the B3 and B4. Select the central meridian for the zone.
Direct equations : Enter the latitude and longitude of the point. Southern latitudes and western longitudes are negative.
Inverse Equations: Enter the x and y coordinates of the point.
Unhide rows and columns to see intermediate computations.
Penn State Surveying Program 5/12/2014 Secant Mercator
Ellipsoid parameters Zone central meridian
Name = GRS 80
a = 6,378,137.0 m l0 = -180° 00'
1/f = 298.257222101 Standard Parallels
e² = 0.00669438 fN = 41° 30'
e = 0.081819191 fS = -41° 30'
Direct Equations: Input values
x= 8,767,097.7098 m f = 35° 00' 00.00000"
y= 3,104,773.1520 m l = -75° 00' 00.00000"
k= 0.914643913
Inverse Equations:
x = 8,767,097.710 m t= 0.52257
y = 3,104,773.152 m f0 = 0.60771 34.81945°
Solution:
f = 0.610865 rad 34° 59' 60.00000" N
l = -1.308997 rad 75° 00' 00.00000" W
k= 0.914643913
Steps: Enter the Ellipsoid name (GRS 80, WGS 84, Clarke 1866) into cell B2 and the
parameters from the Ellipsoid sheet will be entered. Select the central meridian for the zone.
Select the northern standard parallel of the projection. Direct Equations:
Enter the latitude and longitude of the point. Southern latitudes and western
longitudes are considered negative. Inverse Equations:
Enter the grid coordinates of the point.
Penn State Surveying Program 5/12/2014 Oblique Transverse Mercator
Ellipsoid Parameters Origin
Name = GRS 80 Zone = AK 5001
a = 6,378,137.0 m Axis az = -36° 52' 11.631525"
1/f = 298.257222101 f0 = 57° 00' 00.000000"
e² = 0.00669438 lc = -133° 40' 00.000000"
e = 0.081819191 k0 = 0.9999
e'² = 0.006739497 E0 = 5,000,000.0
N0 = -5,000,000.0
DIRECT PROBLEM
Point information
f = 57° 50' 59.0000"
l = -133° 30' 00.0000"
Direct Solution:
x = 828,571.2516 m
y = 669,733.5360 m
k = 0.9999513051
Direct Problem - Convergence Angle
g = 0.002507 rad 0.14362247 0° 08' 37.0409"
INVERSE PROBLEM
Point information
x = 828,571.252 m
y = 669,733.536 m Unhide rows to see intermediate computations.
Inverse Solution:
f = 1.0096681 rad 57.849722° 57° 50' 59.00000"
l = -2.3300146 rad -133.500000° -133° 30' 00.00000"
k = 0.9999513051
Inverse Problem - Convergence Angle
g = 0.002507 rad 0.14362247 0° 08' 37.0409"
Penn State Surveying Program 5/12/2014 Oblique Transverse Mercator
Unhide rows to see intermediate computations.
This worksheet computes coordinates for the Oblique Mercator projection. Not
all conditions are handled by this spreadsheet. Feel free to modify it to your
satisfaction. Equations for this procedure can be found in Map Projection
Manual – A Working Manual by James P. Snyder. The axis az cell contains the
angle of the azimuth east of north for the central line as it passes through the
center of the map (f c, lc). For the SPCS Alaska Zone 5001 enter a value of the
arctan(-3/4) or -36°52’11.631525”. Due to the fact that the SPCS system uses this
form of the equations, the more common usage of providing the geodetic
coordinates of two points on the central line was not implemented. For form of
the equations can be seen in the Snyder text.
You can unhide rows and columns to see all the intermediate computations.
Penn State Surveying Program 5/12/2014 Albers Equal-Area Conic
Ellipsoid parameters Zone parameters
Name = GRS 80 Origin fb = 23° 00'
a = 6,378,137.0 m l0 = -96° 00'
1/f = 298.257222101 Standard parallels
e² = 0.006694380 fSouth = 29° 30'
e = 0.081819191 fNorth = 45° 30'
E0 = 0.0 m
Nb = 0.0 m
Direct solution
Position
f = 35° 00' 00.00000" 35.000000° 0.610865 rad
l = -75° 00' 00.00000" -75.000000° -1.308997 rad
Solution:
X = 1,885,428.3905 m
Y = 1,535,969.2858 m
k = 0.9915542073 h = 1.008517732
Inverse solution
Position
X = 1,885,428.391 m
Y = 1,535,969.286 m
Solution:
f = 0.610865 rad 35.0000° 35° 00' 00.00000" N
l = -1.308997 rad 75.0000° 75° 00' 00.00000" W
k = 0.991554207 h = 1.008517732
Enter the appropriate Ellipsoid name (GRS
80), WGS 84, Clarke 1886) in cell B2 and the appropriate ellipsoid parameters will appear in cells B3 and B4.
Enter the latitude and longitude of the grid origin.
Enter the zone information including the latitudes of the standard parallels, false
easting (Eb), and false northing (N0).
Direct solution: Enter the latitude and
longitude of the point where southern latitudes and western longitudes are negative.
Inverse solution: Enter the grid xy
coordinates of the point.
You can unhide rows and columns to see
intermediate computations.
Penn State Surveying Program 5/12/2014 Albers Equal-Area Conic
Enter the appropriate Ellipsoid name (GRS
80), WGS 84, Clarke 1886) in cell B2 and the appropriate ellipsoid parameters will appear in cells B3 and B4.
Enter the latitude and longitude of the grid origin.
Enter the zone information including the latitudes of the standard parallels, false
easting (Eb), and false northing (N0).
Direct solution: Enter the latitude and
longitude of the point where southern latitudes and western longitudes are negative.
Inverse solution: Enter the grid xy
coordinates of the point.
You can unhide rows and columns to see
intermediate computations.
Penn State Surveying Program 5/12/2014 Observation Reduction
Ellipsoid parameters
Name = GRS 80
a = 6,378,137.0 m
1/f = 298.257222101
Distance Reduction
Endpoint coordinates
From To
Name Red Blue
x (m) 412,513.256 m 412,786.921 m
y (m) 67,869.759 m 71,783.356 m
k 0.999906680838 0.999905298308
Elevation 375.592 m 354.785 m
Geoid height -31.760 m -31.743 m
Horizontal distance 5,100.747 m m
f, of occuped station 39° 02' 21.63632"
Grid distance 5,100.000 m
Arc-to-Chord correction
Lambert Conformal Conic
Station 1 Station 2
f = 42° 42°
f' = 00' 01'
f" = 00.0000" 00.0000"
l = -77° -77°
l' = 45' 39'
l" = 00.00000" 12.00000"
d" -1.33"
Transverse Mercator
E0 = 600,000 m
Station 1 Station 2
E = 126,703.0681 129,253.0681
N = 22,902.2324 27,318.9620 m
d" 2.10"
Steps: Enter in an ellipsoid name (GRS
80, WGS 84, or Clarke 1866) in cell B2. The ellipsoidal
parameters will be determined from the ellipsoidal sheet.
Complete the cells below using
the “Lambert Conformal Conic” and “SPCS 83 using TM”
worksheets for assistance. Copy values from the other sheets
and use the “Paste Special – paste
values” feature in the Edit menu. Intermediate computed values
can be seen by “unhiding” the hidden rows and columns.
Penn State Surveying Program 5/12/2014 Observation Reduction
Steps: Enter in an ellipsoid name (GRS
80, WGS 84, or Clarke 1866) in cell B2. The ellipsoidal
parameters will be determined from the ellipsoidal sheet.
Complete the cells below using
the “Lambert Conformal Conic” and “SPCS 83 using TM”
worksheets for assistance. Copy values from the other sheets
and use the “Paste Special – paste
values” feature in the Edit menu. Intermediate computed values
can be seen by “unhiding” the hidden rows and columns.
Penn State Surveying Program 33 Transverse Mercator (James Stem)Ellipsoid parameters Zone central meridian Note: Western longitudes considered positive
Name = GRS 80 State NJ
a = 6378137 Zone 2900
1/f = 298.2572221009 CM 74 30 1.300270293 radians
e² = 0.00669438 k0 10,000 0.9999
e = 0.081819191 f0 38 50 0.677769526 radians
l0 74 30 1.300270293 radians
E0 150,000.0000
N0 0.0000
Ellipsoidal Defining Constants
n = 0.00167922 u2 = -0.002518828 v2 = 0.002518827
r = 6,367,449.1458 u4 = 2.64354E-06 v4 = 3.70095E-06
U0 = ############## u6 = -3.45263E-09 v6 = 7.44781E-09
U2 = 0.000021259204 u8 = 4.89183E-12 v8 = 1.7036E-11
U4 = ##############
U6 = 0.000000000626
V0 = 0.005022893948
V2 = 0.000029370625
V4 = 0.000000235059
V6 = 0.000000002181
w0 = 0.675309935
S0 = 4,299,571.6693
Direct Equations
Point ° ' " dd radians
f = 39 2 21.63632 39.03934 0.681365081 t = 0.8109216
l = 74 46 8.80133 74.76911 1.304967174 h² = 0.0040658
L = 0.003648132 A2 = 2,589,266.5278 A1 = -6,385,984.668 C1 = -0.810922
w = 0.67890165 A4 = 0.3649220604 A3 = 0.0577453252 C3 = 0.3374102
S = 4,322,439.4412 A6 = 0.0652984706 A5 = -0.0541867591 C5 = 0.0894937
R = 6,385,984.6680 A7 = -0.0350926415 F2 = 0.5020329
F4 = 0.1951707
SOLUTION:
x = 126,703.06805 m
y = 22,902.23235 m DD ° ' "
g = -0.002958362 -0.169501673 0 -10 -10.2060
k = 0.999906681
Inverse Equations
x = 126,703.06805 m -23,296.9320
y = 22,902.23235 m 22,902.2324
DD ° ' "
w = 0.678907062 38.9 38 53 54.6336
ff = 0.681370499 39 39 2 22.7539 foot point latitude
Rf = 6,385,984.782
Q = -0.003648135 tf = 0.810930605 D3 = -0.551169863
B2 = -0.407113841 hf² = 0.004065795 D5 = 0.439025922
B3 = -0.386547115 G2 = 0.502032898
B4 = -0.579396808 G4 = 0.085027415
B5 = 0.281979948 L = -0.003648116
B6 = 0.38611103
B7 = -0.252365944
SOLUTION: DD ° ' "
f = 0.681365081 39 39 2 21.63632
l = 1.304967174 74.8 74 46 8.80133
g = -0.002958362 -0.17 0 -10 -10.2060
k = 0.999906681
This sheet was developed to perform SPCS 83
computations for states using the Transverse
Mercator projection.
Steps:
Enter the appropriate ellipsoid parameters.
You can use the Ellipsoid sheet to cut and
paste these values.
Enter the zone parameter values. These
can be obtained on the SPCS Defining
Parameters sheet.
Direct Equations: Enter the latitude and
longitude of the point. Only positive
values should be entered. Western
longitudes are considered positive.
Inverse Equations: Enter the grid xy
coordinates of the point.
Penn State Surveying Program 34 Transverse Mercator (James Stem)This sheet was developed to perform SPCS 83
computations for states using the Transverse
Mercator projection.
Steps:
Enter the appropriate ellipsoid parameters.
You can use the Ellipsoid sheet to cut and
paste these values.
Enter the zone parameter values. These
can be obtained on the SPCS Defining
Parameters sheet.
Direct Equations: Enter the latitude and
longitude of the point. Only positive
values should be entered. Western
longitudes are considered positive.
Inverse Equations: Enter the grid xy
coordinates of the point.