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Balanced Azin uths 13613'250" Balanced Distances 52 376 LNEA-B: LINE B-C: 17950'26.6" 50364 LINE C-D: 7617'331" 41.650 LINE D-E: 0050'014" 66 204 LINE E-T: 30802'473" 36 427 LINE P-A: "0.4 258 50.192 Sideshot angle B-A-G Sideshot angle B-A-P 132 40' 31" 224 06' 58" Sideshot length A-G Sideshot length A-P 29.659 24.214 Sideshot angle B-C-J Sideshot angle B-C-I Sideshot angle B-C-H 088 16" 23" 139 16' 34" 199 46' 00" Sideshot length C-3 Sideshot length C-I Sideshot length C-H 26.130 24.223 24.670 027 28' 19" 125 17' 31" Sideshot length D-L Sideshot length D-K 24.408 26.997 Sideshot angle E-D-L Sideshot angle E-D-K Sideshot angle M-E-D Sideshot angle N-E-D Sideshot angle A-P-0 089 17' 02" 146 40' 06" Sideshot length E-M Sideshot length E-N 22.578 25.865 101 50' 32" Sideshot length 7-O 21.993 Roadway limit angle L-M-Q 053 06' 10" Set distance 0-W Set distance M-Y 31.750 29.250 Parcel limit angle O-W-X Parcel limit angle Q-Y-AA 110 09 45" 110 59' 40" Parcel limit angle N-O-X 064 03' 20" Fundamentals of Computation - Assignment No.2 Description: A parcel of land labelled G-H-I-J-K-L-M-N-O-P-G is the site of a land severance project. A survey network consisting exclusively of traverse lines has been created in the interior of the parcel to provide project control. The generic sketch for this is labelled Work Sheet 1. The control network consists of traverse lines labeled A-B-C-D-E-F-A. The lines comprise of balanced azimuths, and distances from which side shots were observed to capture the locations of the 10 property corners. Our task on this project is to determine the coordinate data for field figure A-B-C-D-E-F-A and then coordinate the 10 side shot parcel points that comprise the property to determine the azimuths and lengths of the property boundary G-H-I-J-K-L- M-N-O-P-G. Once the boundary of the subject parcel has been determined, the overall property area is to be calculated using coordinates. Requirements: Use your individual student data provided. Determine the coordinate data for the control lines A-B-C-D-E-F-A. > Coordinate the 10 side shot parcel points that comprise the property. Determine the azimuths and lengths of the property boundary G-H-I-J-K-L-M-N-O-P-G. Complete linear calculations to 4 decimal places. Complete directional work (azimuths) to tenths of a second as this will minimize any rounding errors. RECORD ALL FINAL COORDINATES, AZIMUTHS, DISTANCES AND LAND AREA, WITHIN THE TABLES PROVIDED ON WORK SHEETS 1. The project should follow the below sequence and can be used as a checklist: 1. Use the provided balanced azimuths and the balanced distances to compute the coordinates of the control points A-B-C-D-E-F-A. Be sure to check in. Start at point A with 500.0000, 500.0000 and work in the counter clockwise direction. 2. Determine the azimuths of the 10 side shots. 3. On a coordinate sheet complete the 10 independent calculations to determine the coordinate data for parcel points G-H-I-J-K-L-M-N-O-P-G. 4. On a coordinate sheet, inverse to determine the azimuths and lengths of property lines G-H-I-J-K-L-M-N-O-P-G. You MUST start at point G and go counter clockwise. Calculate the TOTAL area of the overall parcel in hectares to 3 decimal places CIVL-1001 Coordinate Sheet Line/ Point Azimuths/ Bearings Eastings/ Departures Northings/ Latitudes Length CIVL-1001 Coordinate Sheet Line/ Point Azimuths/ Bearings Length Eastings/ Departures Northings/ Latitudes Cross Product Right Cross Product Left Balanced Azin uths 13613'250" Balanced Distances 52 376 LNEA-B: LINE B-C: 17950'26.6" 50364 LINE C-D: 7617'331" 41.650 LINE D-E: 0050'014" 66 204 LINE E-T: 30802'473" 36 427 LINE P-A: "0.4 258 50.192 Sideshot angle B-A-G Sideshot angle B-A-P 132 40' 31" 224 06' 58" Sideshot length A-G Sideshot length A-P 29.659 24.214 Sideshot angle B-C-J Sideshot angle B-C-I Sideshot angle B-C-H 088 16" 23" 139 16' 34" 199 46' 00" Sideshot length C-3 Sideshot length C-I Sideshot length C-H 26.130 24.223 24.670 027 28' 19" 125 17' 31" Sideshot length D-L Sideshot length D-K 24.408 26.997 Sideshot angle E-D-L Sideshot angle E-D-K Sideshot angle M-E-D Sideshot angle N-E-D Sideshot angle A-P-0 089 17' 02" 146 40' 06" Sideshot length E-M Sideshot length E-N 22.578 25.865 101 50' 32" Sideshot length 7-O 21.993 Roadway limit angle L-M-Q 053 06' 10" Set distance 0-W Set distance M-Y 31.750 29.250 Parcel limit angle O-W-X Parcel limit angle Q-Y-AA 110 09 45" 110 59' 40" Parcel limit angle N-O-X 064 03' 20" Fundamentals of Computation - Assignment No.2 Description: A parcel of land labelled G-H-I-J-K-L-M-N-O-P-G is the site of a land severance project. A survey network consisting exclusively of traverse lines has been created in the interior of the parcel to provide project control. The generic sketch for this is labelled Work Sheet 1. The control network consists of traverse lines labeled A-B-C-D-E-F-A. The lines comprise of balanced azimuths, and distances from which side shots were observed to capture the locations of the 10 property corners. Our task on this project is to determine the coordinate data for field figure A-B-C-D-E-F-A and then coordinate the 10 side shot parcel points that comprise the property to determine the azimuths and lengths of the property boundary G-H-I-J-K-L- M-N-O-P-G. Once the boundary of the subject parcel has been determined, the overall property area is to be calculated using coordinates. Requirements: Use your individual student data provided. Determine the coordinate data for the control lines A-B-C-D-E-F-A. > Coordinate the 10 side shot parcel points that comprise the property. Determine the azimuths and lengths of the property boundary G-H-I-J-K-L-M-N-O-P-G. Complete linear calculations to 4 decimal places. Complete directional work (azimuths) to tenths of a second as this will minimize any rounding errors. RECORD ALL FINAL COORDINATES, AZIMUTHS, DISTANCES AND LAND AREA, WITHIN THE TABLES PROVIDED ON WORK SHEETS 1. The project should follow the below sequence and can be used as a checklist: 1. Use the provided balanced azimuths and the balanced distances to compute the coordinates of the control points A-B-C-D-E-F-A. Be sure to check in. Start at point A with 500.0000, 500.0000 and work in the counter clockwise direction. 2. Determine the azimuths of the 10 side shots. 3. On a coordinate sheet complete the 10 independent calculations to determine the coordinate data for parcel points G-H-I-J-K-L-M-N-O-P-G. 4. On a coordinate sheet, inverse to determine the azimuths and lengths of property lines G-H-I-J-K-L-M-N-O-P-G. You MUST start at point G and go counter clockwise. Calculate the TOTAL area of the overall parcel in hectares to 3 decimal places CIVL-1001 Coordinate Sheet Line/ Point Azimuths/ Bearings Eastings/ Departures Northings/ Latitudes Length CIVL-1001 Coordinate Sheet Line/ Point Azimuths/ Bearings Length Eastings/ Departures Northings/ Latitudes Cross Product Right Cross Product Left

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