What is the length of course 3-4*

Q: Calculate the bearing of a line joining the SW corner of the NE ¼, of the NE ¼ of Section 29 and the…

A: To find the bearing of a line joining the SW corner of the NE ¼, of the NE ¼ of Section 29 and the…

Q: How many feet from the origin (STA 10+00) is STA 221+20.00?

A: Given: The STA is an abbreviation of the station and is 100 ft.

Q: What is the interior angle of CP#1? Answer in the format ddd-mm-ss without any Instrument is @ CP#1…

A: If BS is CP#6 and, FS is CP#2 And angle is taken from right then this angle must be exterior angle…

Q: What is Go? And where did that 0.29 come from?

A: This question is related to the Fluid Mechanics from Civil Engineering. This is combined problem…

Q: What is the length of side "a" to the correct number of significant figures?

A: Given:- To find:- Length of side "a" Concept:- The rule of sines is a mathematical formula used in…

Q: Where is the southwest corner of Section 32, T1N, R1E, Humboldt Meridian located? O About 2 miles…

A: The Humboldt meridian in California longitude 124° 07' 10" west from Greenwich, common points the…

Q: What are the problems faced by the ncorrect lengths of tape?

A: Tapes are widely used in surveying for measurement purpose. It is used to determine horizontal,…

Q: What types of conduit are in general use?

A: Types of conduit that are generally used are Rigid Metal Conduit—RMC and IMC. Electrical Metallic…

Q: 0 89' - Multiply 53/4" X 132'-7" 2'-9" X 59' 1" - 3 81'-8 1/4' "1 X 35' - 1/2" 95'-5" x 93'-5"

A: 4. 95′−5′′×93′−5′'95′−5′′Convert 5 inches to feet: 5÷12=512=0.4167So, 95+0.4167=95.4167…

Q: g1= Station 18+26 18+00 17+00 16+00 15+68 g2= X 0 Elevation of BVC = gix 82-81x2 2L Elevation 899.02

A: Vertical Curve : Vertical curves, which may or may not be symmetrical, are supplied to alter the…

Q: igure P7-10. P7-10 Given the partial traverse shown in Figure P7-10 place the following items in the…

A:

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.