📘 surveying

1. **Problem Statement:** (a) State four obstacles encountered in curve ranging.

1. **Problem Statement:** Calculate the coordinates of new points K', K'', and L' using the traverse method given initial coordinates and bearings/distances.

1. **Problem Statement:** Construct the level notes, indicate elevations, and perform an arithmetic check for the profile leveling data given for the extension of Roxas Blvd. The e

1. **Problem Statement:** Construct the level notes for the profile leveling of the proposed extension of Roxas Blvd using the given data, indicate elevations, and perform an arith

1. **Problem Statement:** We are given a profile leveling scenario with stations A to H and a datum at station A with elevation 240. We need to write the major steps of profile lev

1. **State the problem:** We have a measured distance between points A and B as 308.955 units at field conditions with temperature -21°C and applied tension 27 lbs. Points A and B

1. The problem involves finding missing azimuths and distances for a polygon with 4 points and known azimuths and distances for three sides: line 2-3 with azimuth $326^\circ00'$ an

1. **State the problem:** We have two tangents intersecting at station 4107 with given data about compound curves: angles $I_1 = 31^\circ$, $I_2 = 35^\circ$, and deflection angles

1. **Problem 6: Combined effect of curvature and refraction on level sights** Given distances: 30, 50, 100, 250, 300, 500, 1000, 2000 m

1. **State the problem:** We are given a 100 m tape with a sag correction of 30 cm when supported at the ends only. 2. The sag correction when a tape is supported only at the ends

1. **State the problem:** The sag correction for a 100 m tape is 30 cm when supported only at the ends. We need to find the sag correction for the same tape when it is supported at

1. **Problem:** Given that the measured distance AB is 165.20 m using a 50 m tape that is 0.01 m too short, we want to find the correct distance AB. 2. **Step 1: Understand the mea

1. Problem: The distance from A to B is measured as 165.20 m with a 50 m tape that is 0.01 m too short. Step 1: Understand tape length error.