Compute for the volume of the cross section using Prismoidal Correction, considering b is 8.0 meters. Station A (10+105.59) 8.52 8.53 + 3.77 + 2.44 + 4.90 Station B (10+131.50) 9.04 9,34 + 5.99 + 2.93 + 2.81

Q: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

A:

Q: Reduce the set of profile notes in Table 2-7, and perform the arithmetic check.

A:

Q: 3. Determine elevations (3 decimals) on the tangents at: a) sta. 136+ 111 b) sta. 136+321 G) sta.…

A: The grade of back tangent, g1 =-3.7%The grade of forward tangent, g2 =+0.9%The elevation of station…

Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.