As per plan, the distance between two telephone poles is 2356.35 meters. If the location of one is known in the field and the second is to be laid with a 50 m tape known to be 0.02 meter too short, along an average ground slope of 2.5%. Determine the actual length to be laid along the ground surface.

Q: Q1/The readings for cross sectional levelling at stations (0+00) and (1+00) are shown in the table…

A: station  distance  BS IS FS HI in m Elevation grade elevation in m height of fill in m   Left…

Q: A distance was measured on a uniform slope of 7% and was found to be 2345.21 ft. The tape…

A:

Q: Q4/ The elevation of center line for a cross section of street project. If the design level for the…

A: Answer  We are given that design level for the proposed street is 25 m  desired elevation = 25 m…

Q: What is the interpretation of the slope?

A: The slope of a line is the ratio of the amount that y increases as x increases some amount. The…

Q: Complete the differential leveling notes shown in Table 1 and perform the arithmetic chec Show…

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Q: Calculate the area between the sidewalk/proposed surface and the existing surface shown by the…

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Q: Determine the slope length (L) between two points given the following information: Horizontal…

A:

Q: As per plan, the distance between two telephone poles is 4350.35 meters. If the location of one is…

A:

Q: Question 2. Below shown is the profile for a road construction at a station. This is a fill section.…

A: Find: Fill section area

Q: Calculate: The bearing and final length of point AB  The slope of the gradeline joining the two…

A:

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.