Given the following field notes data: STA STA TRUE MEASURED осс OBS BEARING DISTANCE T1 T2 N 14°35' E 45.18 meters corner 1 N 49°30' E 17.60 T2 T3 N 86°45' E 53.12 corner 2 S 48°25' E 15.94 T3 S...


Given the following field notes data:<br>STA<br>STA<br>TRUE<br>MEASURED<br>осс<br>OBS<br>BEARING<br>DISTANCE<br>T1<br>T2<br>N 14°35' E<br>45.18 meters<br>corner 1<br>N 49°30' E<br>17.60<br>T2<br>T3<br>N 86°45' E<br>53.12<br>corner 2<br>S 48°25' E<br>15.94<br>T3<br>S 20°03' E<br>S 41°25' W<br>T4<br>43.39<br>corner 3<br>13.55<br>corner 4<br>S070°55' W<br>31.28<br>T4<br>T5<br>S 65°10' W<br>26.80<br>T5<br>corner 5<br>N 41°15' W<br>5.95<br>a.)<br>Plot (on one whole sheet of A4 bond paper) all the stations using an<br>appropriate scale and indicate the lot boundary (in red pen).<br>Compute the local coordinates of the lot corners (2 decimal places).<br>T1 coordinates: N = 20,000.00 meters, E = 20,000.00 meters<br>b.)<br>c.)<br>d.)<br>Calculate the bearings and distances of the lot boundary.<br>Determine the area of the lot using the DMD method.<br>

Extracted text: Given the following field notes data: STA STA TRUE MEASURED осс OBS BEARING DISTANCE T1 T2 N 14°35' E 45.18 meters corner 1 N 49°30' E 17.60 T2 T3 N 86°45' E 53.12 corner 2 S 48°25' E 15.94 T3 S 20°03' E S 41°25' W T4 43.39 corner 3 13.55 corner 4 S070°55' W 31.28 T4 T5 S 65°10' W 26.80 T5 corner 5 N 41°15' W 5.95 a.) Plot (on one whole sheet of A4 bond paper) all the stations using an appropriate scale and indicate the lot boundary (in red pen). Compute the local coordinates of the lot corners (2 decimal places). T1 coordinates: N = 20,000.00 meters, E = 20,000.00 meters b.) c.) d.) Calculate the bearings and distances of the lot boundary. Determine the area of the lot using the DMD method.

Jun 10, 2022
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