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: 1. A 30-m tape having a standard length of 30.005 m is to be used to lay-out a building that has…

A:

Q: (CE Board Feb. 1972) A series of perpendicular offsets are taken from a transit line to a curved…

A:

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

A:

Q: Angle of elevation and depression are measured from the (horizontal/vertical)

A:

Q: A traverse line was measured in three sections: 295.85 m at slope 8°45', 4°29' and 373.48 m. at…

A:

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: As per the company guidelines, we are obliged to answer only one question at a time. Therefore,…

Q: SITUATION 3. a) The base and altitude of a triangle lot were measured to have certain probable…

A: a) The base of a triangle, B = 314.60±0.16 The altitude of the triangle, H = 92.60±0.14 To…

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

A: Solution:- Given data:- Road width = 8 m Side slope = (1V:2H) The grade line level = 22 m   To…

Q: As per plan, the distance between two telephone poles is 3566.35 meters. If the location of one is…

A:

Q: 1. The length of line AB measured with a 50-m tape is 856.245 m. The tape used is found out to be…

A:

Q: 10. Indicate the correct % Slope reading of the clinometer as shown. What is the equivalent slope…

A: A clinometer is a measuring tool used to determine the angle or slope of a surface relative to the…

Q: A line XY is to be laid out with a 30-m long tape. The length of the line is 357.842m. When compared…

A:

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: The true length of a line is known to be 200 m. When this is measured with a 20 m tape, the length…

A:

Q: Instruction: Show your complete solution and consider two decimal places. 1. Compute the area of the…

A:

Q: Arrange the following description in the form of profile level notes complete to elevation. A levei…

A: Required to find: A. Compute the elevation at the point 60m, from the beginning of the line. B.…

Q: 4. The exterior angles of a traverse were measured using a theodolite and the readings are given…

A:

Q: 1.In item No. I what is the length of m or AP? a) 4,226.67m     b) 4,567.34                  c)…

A: To find length of BP and AP

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

A:

Q: 5. A closed traverse has the following data. | 等 LINE 1-2 2-3 LATITUDE +76.30 +33.80 DE PARTURE…

A:

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

A:

Q: As per plan, the distance between two telephone poles is 3566.35 meters. If the location of one is…

A: Given, Horizontal distance between poles = 3566.35m              Designated length of tape = 50m…

Q: A rectangular building 250.00 m by 130.00 m is to be laid out with a 50-m long steel tape. If,…

A:

Q: +3 13.5 a 5+-020 +4.5 17.25 of the road is 12 m and the slide slope is 2.5:1 te the volume using end…

A:

Q: our points A, B, C, and D proposed bridge. The in our points. The coordinate

A: All points distance in north and east is given means all are in 1 quadrant. All in first quadrant so…

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

A:

Q: Ada, using a steel tape, measured a certain line that is divided into four segments. Each segment…

A: The four parts of line lengths are 97.702 ± 0.05 m, 57.972±0.06m, 75.98±0.042m, 57.015±0.042m

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

A:

Q: Q2/ The elevation of center line for a cross section of street project. If the design level for the…

A:

Q: the center height of the road at station 7+420 is 2 m. fill and at station 7+470 is 1.20 m. cut.…

A: For 1.2 m cut slope = + 4.8 % We need to find Slope new for 2 m fill So, Snew = 2 + 1.2 (7470 -…

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:

Q: QUESTION 10 A cutting is to be formed on a straight section of a proposed road. The values of eight…

A: Given Constant horizontal distance interval, L = 20 m Areas, A1 = 325m2, A2 = 398m², A3 = 456m², A4…

Q: From a transit line to the edge of a river a series of perpendicular offsets are taken. These…

A: Given data : Common distance between ordinate (h)=4 m Ordinate (O0)=0.5 mOrdinate (O1)=1.4 mOrdinate…

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.