December 20, 20XX STA 48 STA 1 21 STA 1 STA 48 69 1 STA 21 STA 69 December 20, 20XX STA 69 STA 21 48 Traverse of a 4-sided Polygon HI 1.38 HCR VCR SD 0:00:00 89:40:28 96.655 180:00:00 270:19:32 96.653 0:00:00 89:40:28 96.654 0:00:00 115:50:50 100:33:41 38.875 295:51:00 259:26:19 38.875 115:50:55 100:33:41 38.875 115:50:55 HI 1.569 HCR SD VCR 0:00:02 90:22:30 96.653 180:00:00 269:37:30 96.653 0:00:01 90:22:30 96.653 0:00:00 297:59:00 94:25:44 43,907 117:58:55 265:34:16 43.907 297:58:58 94:25:44 297:58:57 43.907 HI 1.543 HCR VCR SD 359:59:58 92:41:20 92.972 180:00:00 267:18:40 92.972 359:59:59 92:41:20 92.972 0:00:00 115:21:32 85:40:16 43,901 295:21:38 274:19:44 43,901 115:21:35 85:40:16 43,901 115:21:35 page HT/HR 1.533 1.533 Traverse of a 4-sided Polygon 1.477 1.477 HT/HR 1.323 1.323 1.504 1.504 page HT/HR 1.477 1.477 1.533 1.533 HI 1.518 HT/HR 1.733 HCR VCR SD 0:00:00 87:13:12 92.979 180:00:00 272:46:48 272:46:48 92.980 1.733 0:00:00 87:13:12 92.980 0:00:00 293:12:33 79:34:18 38.855 113:12:33 280:25:42 38.855 293:12:33 79:34:18 38.855 293:12:33 1.323 1.323 |||||||| 2/4 DESC NAIL NAIL PLATE PLATE DESC BM BM BM BM DESC PLATE PLATE NAIL NAIL DESC BM BM BM BM December 20, 20XX zzu, zum SAIT 48 Traverse of a 4-sided Polygon Given BM 48: Northing 1000.000 Easting 2000.000 Elevation - 100.000 21 page 69 Legend Benchmark Fe *spe 10 Street N.W. 4/4 Question 11 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 1 sighting 69. *Show answer to 3 decimal places (no units) A/ Question 12 (1 point) Calculate the difference in elevation using the VCR, the average SD and equipment heights for the instrument setup at 69 sighting 1. *Show answer to 3 decimal places (no units), if applicable include a negative with no spaces (i.e. -0.001) A Question 13 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 69 sighting 1. *Show answer to 3 decimal places (no units) A/ Question 14 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 48 sighting 1. *Show answer to 3 decimal places (no units) A December 20, 20XX STA 48 STA 1 21 STA 1 STA 48 69 1 STA 21 STA 69 December 20, 20XX STA 69 STA 21 48 Traverse of a 4-sided Polygon HI 1.38 HCR VCR SD 0:00:00 89:40:28 96.655 180:00:00 270:19:32 96.653 0:00:00 89:40:28 96.654 0:00:00 115:50:50 100:33:41 38.875 295:51:00 259:26:19 38.875 115:50:55 100:33:41 38.875 115:50:55 HI 1.569 HCR SD VCR 0:00:02 90:22:30 96.653 180:00:00 269:37:30 96.653 0:00:01 90:22:30 96.653 0:00:00 297:59:00 94:25:44 43,907 117:58:55 265:34:16 43.907 297:58:58 94:25:44 297:58:57 43.907 HI 1.543 HCR VCR SD 359:59:58 92:41:20 92.972 180:00:00 267:18:40 92.972 359:59:59 92:41:20 92.972 0:00:00 115:21:32 85:40:16 43,901 295:21:38 274:19:44 43,901 115:21:35 85:40:16 43,901 115:21:35 page HT/HR 1.533 1.533 Traverse of a 4-sided Polygon 1.477 1.477 HT/HR 1.323 1.323 1.504 1.504 page HT/HR 1.477 1.477 1.533 1.533 HI 1.518 HT/HR 1.733 HCR VCR SD 0:00:00 87:13:12 92.979 180:00:00 272:46:48 272:46:48 92.980 1.733 0:00:00 87:13:12 92.980 0:00:00 293:12:33 79:34:18 38.855 113:12:33 280:25:42 38.855 293:12:33 79:34:18 38.855 293:12:33 1.323 1.323 |||||||| 2/4 DESC NAIL NAIL PLATE PLATE DESC BM BM BM BM DESC PLATE PLATE NAIL NAIL DESC BM BM BM BM December 20, 20XX zzu, zum SAIT 48 Traverse of a 4-sided Polygon Given BM 48: Northing 1000.000 Easting 2000.000 Elevation-100.000 21 page 69 Legend Benchmark Fe *spe 10 Street N.W. 4/4 Question 11 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 1 sighting 69. *Show answer to 3 decimal places (no units) A/ Question 12 (1 point) Calculate the difference in elevation using the VCR, the average SD and equipment heights for the instrument setup at 69 sighting 1. *Show answer to 3 decimal places (no units), if applicable include a negative with no spaces (i.e. -0.001) A Question 13 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 69 sighting 1. *Show answer to 3 decimal places (no units) A/ Question 14 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 48 sighting 1. *Show answer to 3 decimal places (no units) A December 20, 20XX STA 48 STA 1 21 STA 1 STA 48 69 1 STA 21 STA 69 December 20, 20XX STA 69 STA 21 48 Traverse of a 4-sided Polygon HI 1.38 HCR VCR SD 0:00:00 89:40:28 96.655 180:00:00 270:19:32 96.653 0:00:00 89:40:28 96.654 0:00:00 115:50:50 100:33:41 38.875 295:51:00 259:26:19 38.875 115:50:55 100:33:41 38.875 115:50:55 HI 1.569 HCR SD VCR 0:00:02 90:22:30 96.653 180:00:00 269:37:30 96.653 0:00:01 90:22:30 96.653 0:00:00 297:59:00 94:25:44 43,907 117:58:55 265:34:16 43.907 297:58:58 94:25:44 297:58:57 43.907 HI 1.543 HCR VCR SD 359:59:58 92:41:20 92.972 180:00:00 267:18:40 92.972 359:59:59 92:41:20 92.972 0:00:00 115:21:32 85:40:16 43,901 295:21:38 274:19:44 43,901 115:21:35 85:40:16 43,901 115:21:35 page HT/HR 1.533 1.533 Traverse of a 4-sided Polygon 1.477 1.477 HT/HR 1.323 1.323 1.504 1.504 page HT/HR 1.477 1.477 1.533 1.533 HI 1.518 HT/HR 1.733 HCR VCR SD 0:00:00 87:13:12 92.979 180:00:00 272:46:48 272:46:48 92.980 1.733 0:00:00 87:13:12 92.980 0:00:00 293:12:33 79:34:18 38.855 113:12:33 280:25:42 38.855 293:12:33 79:34:18 38.855 293:12:33 1.323 1.323 |||||||| 2/4 DESC NAIL NAIL PLATE PLATE DESC BM BM BM BM DESC PLATE PLATE NAIL NAIL DESC BM BM BM BM December 20, 20XX zzu, zum SAIT 48 Traverse of a 4-sided Polygon Given BM 48: Northing 1000.000 Easting 2000.000 Elevation-100.000 21 page 69 Legend Benchmark Fe *spe 10 Street N.W. 4/4 Question 11 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 1 sighting 69. *Show answer to 3 decimal places (no units) A/ Question 12 (1 point) Calculate the difference in elevation using the VCR, the average SD and equipment heights for the instrument setup at 69 sighting 1. *Show answer to 3 decimal places (no units), if applicable include a negative with no spaces (i.e. -0.001) A Question 13 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 69 sighting 1. *Show answer to 3 decimal places (no units) A/ Question 14 (1 point) Calculate the HD using the VCR and the average SD for the instrument setup at 48 sighting 1. *Show answer to 3 decimal places (no units) A