θ=20o30' Upper Reading=2.800 m Middle Reading=2.000 m (rod reading (RR)= h)  Lower Reading=1.200 m Height of Instrument=1.20 m Elevation at point O=140.50 m K=100 C=0   Compute the horizontal distance Determine the vertical distance Calculate the inclined distance find the elevation of point P

Q: Complete the following level notes. Show your detailed solution and checking. Differential Leveling…

A: We know that,Height of instrumentHI=Elevation of Bench mark+Back sightBSandEleavation of a…

Q: A. A tachometric surveying was conducted to obtain some readings for inaccessible points, where it…

A: SInce you have asked multiple questions, we will solve the first question for you. If you want any…

Q: In the plan below shows a differential leveling from benchmark to another benchmark, along each line…

A:

Q: cant.

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Q: FS 2.875 m 4.252 m 5.478 m 6.142 m BS ТР 1 ТР 2 4.325 m 9.542 m 9.631 m 8.133 m BM 1 Elev. = 56.287…

A: GIVEN Traverse Illustration To Determine HI, Elevation, Correction to be applied, and Corrected…

Q: The following data were obtained by stadia observations: vertical angle = +12°25', upper stadia hair…

A:

Q: 13. A horizontal distance measured at 687.40 m is to be established along a line that slopes at a…

A:

Q: 11). Compute all of the interior angles for the figure shown. D N13°50'E $38°21'W $74°12′E S83°24′W…

A: Given : To Find : Interior angles for the figure shown above ?

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

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Q: To establish a new benchmark on point B using a levelling instrument. The work had been done between…

A: Given Above leveling table we have to find RL of B

Q: Just draw the figure, if possible

A: Given data in question  Forward bearing  Back bearing Line Closed traverse To find out  Draw diagram…

Q: determine the bearing of CD and DA determine the length of line CA

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Q: In the figure shown, compute the following A. Bearings of BC, and FE B. Azimuth of CD, and AF C.…

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Q: The following are observed bearings of a closed compass traverse. What is the adjusted forward…

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Q: Calculate the Angles. Plot the bearings and azimuth. Note that "O" refers to the origin.

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Q: If the distance between P and Q is 1000m and RL of P =100.105 m, then(i) find RL of Q (ii) error in…

A: Find difference in elevation and then error.

Q: The following Bearing of close traverse ABCD were observed. line AB BC CD DA alculate the included…

A:

Q: 1. Transform the following azimuth to bearing (plot/draw the azimuth and bearing and show your…

A:

Q: Using the given data from the close traverse shown: POINTS BEARING DISTANCES АВ N 30° E 73.2 m ВС S…

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Q: Using the given data from the close traverse shown: POINTS BEARING AB N 30° E BC S 45° E CA Due West…

A:

Q: A transit with a stadia constant equal to 0.30 is used to determine the horizontal distance betweeen…

A:

Q: For angles use DMS. For distances go to two decimal places.  1. Based on the Right Triangle shown…

A: Given :- a right angle triangle with right angle at C.

Q: Q2: -The following reading was taken in levelling process as shown in table below, if the reduced…

A: This method is most suitable for the survey operation with the number of intermediate observations.…

Q: It is required to lay out a distance of 687.78m with a 50m tape that is 0.030 m too long. Compute…

A: Given data:    length reported to be measured, =687.78 mNominal length of tape = 50 mActual length…

Q: Reciprocal leveling betwee Tocated on opposite banks of a wide rive the following readings in…

A: Solution: Given Data: Elevation at A=925.28

Q: Point K has an elevation of 157.36 feet. The altitude angle between points L and K (measured from…

A:

Q: 6. The azimuth from north of traverse line AB is 220° 02'. If the succeeding line BC has a bearing…

A:

Q: 5.765 0.345 1.255 1.100 0.465 2.095 |0.130 вм 36 0,245 вм 35 154.375 88-O

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Q: B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5-…

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Q: 4. OJ (N 15° 18' E) ; OK (S 50° 5" E) and OL (Due West) Angles JOL and JOK

A:

Q: Determine the elevation of station BM1 using c = 0.65 and k = 100. Backsight Foresight DE ELEV…

A: When the height of a point and also its vertical distance is generally has above or below the…

Q: hand written plz Horizontal Curve data STAPI= 98+47.30 R = 1000.00 A=19° 20'00" What is the…

A:

Q: 3.015 0.780 J 0.462 Level H position 4 .925 3.250 |2.554 1.786 0.927 1.983 3.589 0.571 Level G.…

A: Given question is from levelling topic  The terms used in answer are RL which is elevation of a…

Q: A.) Determine the difference in elevation between TP1 and TP3

A: Profile leveling is used to determine the elevation of various locations along a line at a uniform…

Q: Upper reading = 1.64 m Middle reading = 1.57 m Lower reading = 1.51 m Vertical Middle Angle =…

A: From the given data :   Stadia interval factor K = 100  Stadia constant C = 0 Staff intercept (S) :…

Q: Line Azimuth Bearing N48°30'W N77°00'E S55°00'W Distance 131 30 257°00 1-2 81.00 m 2-3 66.00 m 3-4…

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

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Q: Complete the table below. C 118°37 105°22' Sta A B C D E 108° 28' E B 120°28¹ N30°00'W MERIDIAN…

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Q: 1. For the figure shown, a vertical angle of - 14°30' is taken to a target 1.75 m above point 3. The…

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:

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.