Define the following terms: Aliquot part Retracement survey Original survey Adverse possession

1. A parcel of land has a technical description as shown in the tabulated data. Lines Bearing 1-2 S. 01°27' E. 2-3 S. 88°57' W. 3-4 N. 07 00' E. N. 88°47' E. Distance 27.72m. 38.21m. 27.90m. 34.12m. 4-1 The area of the lot is more or less 1000sq.m. If the lot is to be subdivided into two parts such that the dividing must start at the mid-point of line 4-1 and must be parallel to line 1-2 of the boundary. 1. What is the distance of the subdividing line? 2. What is the area of the lot subdivided on the on the easternpart. 3. What is the distance of the diagonal of the divided lot connecting the mid-point of line 4-1 and corner 2.

Chapter 3 Planning ior Earthwork Construction 3.3 Using the average-end-area method, calculate the cut-and-fill volumes for stations 25 + 00 through 31 + 00. End-area End-area Volume of Volume of Station cut (sf) fill (sf) cut (bcy) fill (ccy) 25 00 26 00 3,525 355 985 27 00 786 125 28 00 2,515 1,255 620 55 29 + 00 23 29 + 25 29 +50 25 845 30 - 00 3,655 8,560 31 00 0. 83 SHOT ON HOT 7 PRO J Al QUAD LENS

THE ABOVE NEW CITY IS 400 ACRES IN AREA (43,560 f = / AC) AND IS V ÁCANT A MAJOR STREAM PASSES THE LAND AS SHOW N. SHEET* OF PAPEE ouTLINE TO DEVELOP THIS CITY WITH REGARO TO THE IN CE 321 ONLY THROUGH ON OUE WHAT MUST BE DONE TOPICS COVE RE NO CALCULA TIONS. BE NEAT AN D ORGANIZED. INCLUDE EQUATIONS

Compute the area in acres of triangular lots shown on a plat having the followingrecorded right-angle sides:(a) 208.94 ft and 232.65 ft (b) 9 ch 25 lk and 6 ch 16 lk

Describe about the Settlement Resulting from Earth Fill.

3 List the legal requirements for registration as a land surveyor in your state.

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Given the following data of lot ABCD. Find the cost of the lot if it cost P16,600 per square meter