SITUATION NO. 02 P14-P1S Given the following field notes for a differential leveling All units are in meters. SITUATION NO. 03: P18-P20 A triangular parcel ABC have the following technical description: STATION 115 HI PS ELEV SIDE BEARING LENGTH BMI v 236.46 235.21 A 0.98 235.99 1.45 AB N60°30' W 68.75m B 234.30 2.12 233.87 C 023 232.66 1.07 232.43 BC N80°30'E 125.90m D 045 y 132 231.34 CA 7 E 076 23023 2.32 F 021 228.63 1.81 228.42 PROBLEM NO. 18 BM2 2.34 226.29 Determine the bearing of side CA PROBLEM NO. 14 What is the value of x? A)545 12 W B)557°45' W AJ 0.17 B30.07 C3054 DJ 0.43 C)552°34' W DJS 49°40' W PROBLEM NO. 15 What is the value of y A) 231.79 B) 230.67 C) 232.78 D) 233.21 PROBLEM NO. 19 Determine the length of side CA. A.) 65.3 m B) 103.8 m C) 93.4m DJ844m PROBLEM NO. 07 TP1 has an elevation of 115.15 m and the foresight taken at the point is 0.30 m. If the BS taken at BM is 1.42 m, what is the elevation of BM? A) 114.03 m PROBLEM NO. 20 Determine the area of the parcel. A.) 2,984.34 m² B.) 3,234.98 m² C.) 2,723.58 m² 8.) 115.21 m D.) 2,678.43 m²

Mathematics For Machine Technology
8th Edition
ISBN:9781337798310
Author:Peterson, John.
Publisher:Peterson, John.
Chapter41: Algebraic Operations Of Addition, Subtraction, And Multiplication
Section: Chapter Questions
Problem 5A: Read the decimal-inch measurement on the vernier height gage in Figure 41-2.
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SITUATION NO. 02 P14-P1S
Given the following field notes for a differential leveling
All units are in meters.
SITUATION NO. 03: P18-P20
A triangular parcel ABC have the following technical
description:
STATION
115
HI
PS
ELEV
SIDE
BEARING
LENGTH
BMI
v
236.46
235.21
A
0.98
235.99
1.45
AB
N60°30' W
68.75m
B
234.30
2.12
233.87
C
023
232.66
1.07
232.43
BC
N80°30'E
125.90m
D
045
y
132
231.34
CA
7
E
076
23023
2.32
F
021
228.63
1.81
228.42
PROBLEM NO. 18
BM2
2.34
226.29
Determine the bearing of side CA
PROBLEM NO. 14
What is the value of x?
A)545 12 W
B)557°45' W
AJ 0.17
B30.07
C3054
DJ 0.43
C)552°34' W
DJS 49°40' W
PROBLEM NO. 15
What is the value of y
A) 231.79
B) 230.67
C) 232.78
D) 233.21
PROBLEM NO. 19
Determine the length of side CA.
A.) 65.3 m
B) 103.8 m
C) 93.4m
DJ844m
PROBLEM NO. 07
TP1 has an elevation of 115.15 m and the foresight taken
at the point is 0.30 m. If the BS taken at BM is 1.42 m, what
is the elevation of BM?
A) 114.03 m
PROBLEM NO. 20
Determine the area of the parcel.
A.) 2,984.34 m²
B.) 3,234.98 m²
C.) 2,723.58 m²
8.) 115.21 m
D.) 2,678.43 m²
Transcribed Image Text:SITUATION NO. 02 P14-P1S Given the following field notes for a differential leveling All units are in meters. SITUATION NO. 03: P18-P20 A triangular parcel ABC have the following technical description: STATION 115 HI PS ELEV SIDE BEARING LENGTH BMI v 236.46 235.21 A 0.98 235.99 1.45 AB N60°30' W 68.75m B 234.30 2.12 233.87 C 023 232.66 1.07 232.43 BC N80°30'E 125.90m D 045 y 132 231.34 CA 7 E 076 23023 2.32 F 021 228.63 1.81 228.42 PROBLEM NO. 18 BM2 2.34 226.29 Determine the bearing of side CA PROBLEM NO. 14 What is the value of x? A)545 12 W B)557°45' W AJ 0.17 B30.07 C3054 DJ 0.43 C)552°34' W DJS 49°40' W PROBLEM NO. 15 What is the value of y A) 231.79 B) 230.67 C) 232.78 D) 233.21 PROBLEM NO. 19 Determine the length of side CA. A.) 65.3 m B) 103.8 m C) 93.4m DJ844m PROBLEM NO. 07 TP1 has an elevation of 115.15 m and the foresight taken at the point is 0.30 m. If the BS taken at BM is 1.42 m, what is the elevation of BM? A) 114.03 m PROBLEM NO. 20 Determine the area of the parcel. A.) 2,984.34 m² B.) 3,234.98 m² C.) 2,723.58 m² 8.) 115.21 m D.) 2,678.43 m²
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