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´ Thomas Wood Scott Christensen Brent Willie Ce113 Section 3 Group 5 Final Map - Group 5 - 6/9/11 k j k j k j k j k j k j k j k j k j X X Legend Benchmarks X Light Poles Lines k j Trees Diagonal Sidewalk SurfaceContour Exisiting Elevation 1399.994 - 1401.452 1398.356 - 1399.994 1396.886 - 1398.356 1395.538 - 1396.886 1394.136 - 1395.538 1392.887 - 1394.136 1391.827 - 1392.887 1390.879 - 1391.827 1389.821 - 1390.879 0 20 40 60 80 10 Meters We calculated the coordinates and elevations of the points along our centerline based on a circular horizontal curve and parabolic vertical cure per the lab instructions. We interpolated the elevations of the points based on a topographic map we made with survey data we collected. Based on the design of a six meter flat road and with known elevations we were able to calculate the crossectional areas and distances to determine the volume of earth removal for our proposed road. This map represents the proposed roadway. The existing elevations are shown along with proposed elevations. The cut area is indicated in green. The calculated volume of earth removal is 618.29 cubic Meters. The above map show our original contour map. It also includes points collected with the GPS which represent existing landmarks. BYU Campus Design Process Centerline Profile

Final Map - Group 5 - 6/9/11 · Final Map - Group 5 - 6/9/11 kj kj kj kj kj kj kj kj kj X X Legend Benchmarks X Light Poles Lines kj Trees Diagonal Sidewalk SurfaceContour Exisiting

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Page 1: Final Map - Group 5 - 6/9/11 · Final Map - Group 5 - 6/9/11 kj kj kj kj kj kj kj kj kj X X Legend Benchmarks X Light Poles Lines kj Trees Diagonal Sidewalk SurfaceContour Exisiting

´Thomas WoodScott ChristensenBrent WillieCe113 Section 3Group 5

Final Map - Group 5 - 6/9/11

kj

kj

kjkj kj kj kj kj kj

X

X

LegendBenchmarks

X Light PolesLines

kj TreesDiagonal SidewalkSurfaceContour

ExisitingElevation

1399.994 - 1401.4521398.356 - 1399.9941396.886 - 1398.3561395.538 - 1396.8861394.136 - 1395.5381392.887 - 1394.1361391.827 - 1392.8871390.879 - 1391.8271389.821 - 1390.879

0 20 40 60 8010Meters

We calculated the coordinates and elevations of the points along our centerline based on a circular horizontal curve and parabolic vertical cure per the lab instructions. We interpolated the elevations of the points based on a topographic map we made with survey data we collected. Based on the design of a six meter flat road and with known elevations we were able to calculate the crossectional areas and distances to determine the volume of earth removal for our proposed road.

This map represents the proposed roadway. The existing elevations are shown along with proposed elevations.

The cut area is indicated in green. The calculated volume of earth removal is 618.29 cubic Meters.

The above map show our original contour map. It also includes points collected with the GPS which represent existing landmarks.

BYU Campus

Design Process

Centerline Profile

Bing Map di ArcMAP 10.x

Bing Map di ArcMAP 10.x

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