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Home My WebLink AboutCA_Lot Closures Drake LLA_210628_V1Centre Pointe Consultants 14209 29th Ave. S., #105 Sumner, WA 98390 253-813-1901 Wednesday, September 02, 2020 2:14:48 PM NEW PROJECT PROJECT: G:\3931\3931.pro -------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: OVERALL Point Number Description Chainage Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1000 0+00.00 20779.71849 21708.38382 S01°01'05"W 146.66 ' 1001 1+46.66 20633.08164 21705.77804 N89°45'34"E 286.56 ' 225 Plat calc pt 4+33.22 20634.28476 21992.33552 -99999.00 Plat calc pt N00°55'41"E 146.26 ' 224 Plat calc pt 5+79.48 20780.52557 21994.70448 -99999.00 Plat calc pt S89°50'17"W 286.33 ' 1000 8+65.81 20779.71627 21708.37562 -------------------------------------------------------------------------------- Closing latitude = -0.00222 Closing departure = -0.00820 Closing bearing = N74°50'48"E Closing distance = 0.00850 Total traverse length = 865.81 (865.81) Total error of closure = 1/101910 Error of closure in latitude = 1/389859 Error of closure in departure = 1/105581 Area = 41943.59 SQ FT Area = 0.96 ACRES Centre Pointe Consultants 14209 29th Ave. S., #105 Sumner, WA 98390 253-813-1901 Wednesday, September 02, 2020 2:14:48 PM NEW PROJECT PROJECT: G:\3931\3931.pro -------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: PROPOSED PARCEL A Point Number Description Chainage Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1000 0+00.00 20779.71849 21708.38382 S01°01'05"W 146.66 ' 1001 1+46.66 20633.08164 21705.77804 N89°45'34"E 214.45 ' 1006 3+61.11 20633.98200 21920.22615 N01°01'05"E 146.36 ' 1005 5+07.47 20780.31890 21922.82660 S89°50'17"W 214.45 ' 1000 7+21.92 20779.71277 21708.37746 -------------------------------------------------------------------------------- Closing latitude = -0.00572 Closing departure = -0.00636 Closing bearing = N48°01'42"E Closing distance = 0.00856 Total traverse length = 721.92 (721.92) Total error of closure = 1/84342 Error of closure in latitude = 1/126116 Error of closure in departure = 1/113443 Area = 31411.86 SQ FT Area = 0.72 ACRES Centre Pointe Consultants 14209 29th Ave. S., #105 Sumner, WA 98390 253-813-1901 Wednesday, September 02, 2020 2:14:48 PM NEW PROJECT PROJECT: G:\3931\3931.pro -------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: PROPOSED PARCEL B Point Number Description Chainage Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1005 0+00.00 20780.32498 21922.82846 S01°01'05"W 146.36 ' 1006 1+46.36 20633.98808 21920.22801 N89°45'34"E 72.11 ' 225 Plat calc pt 2+18.48 20634.29083 21992.33737 -99999.00 Plat calc pt N00°55'41"E 146.26 ' 224 Plat calc pt 3+64.74 20780.53164 21994.70633 -99999.00 Plat calc pt S89°50'17"W 71.88 ' 1005 4+36.62 20780.32848 21922.82662 -------------------------------------------------------------------------------- Closing latitude = 0.00350 Closing departure = -0.00184 Closing bearing = S27°39'59"E Closing distance = 0.00396 Total traverse length = 436.61 (436.62) Total error of closure = 1/110376 Error of closure in latitude = 1/124625 Error of closure in departure = 1/237715 Area = 10531.73 SQ FT Area = 0.24 ACRES Centre Pointe Consultants 14209 29th Ave. S., #105 Sumner, WA 98390 253-813-1901 Wednesday, September 02, 2020 2:14:48 PM NEW PROJECT PROJECT: G:\3931\3931.pro -------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: EXISTING PARCEL A Point Number Description Chainage Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1000 0+00.00 20779.71849 21708.38382 S01°01'05"W 146.66 ' 1001 1+46.66 20633.08164 21705.77804 N89°45'34"E 143.03 ' 1003 2+89.69 20633.68215 21848.80678 N01°01'05"E 146.46 ' 1002 4+36.15 20780.11903 21851.40901 S89°50'17"W 143.03 ' 1000 5+79.18 20779.71476 21708.37958 -------------------------------------------------------------------------------- Closing latitude = -0.00373 Closing departure = -0.00424 Closing bearing = N48°41'09"E Closing distance = 0.00565 Total traverse length = 579.18 (579.18) Total error of closure = 1/102532 Error of closure in latitude = 1/155307 Error of closure in departure = 1/136509 Area = 20958.01 SQ FT Area = 0.48 ACRES Centre Pointe Consultants 14209 29th Ave. S., #105 Sumner, WA 98390 253-813-1901 Wednesday, September 02, 2020 2:14:48 PM NEW PROJECT PROJECT: G:\3931\3931.pro -------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: EXISTING PARCEL B Point Number Description Chainage Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1002 0+00.00 20780.12300 21851.41359 S01°01'05"W 146.46 ' 1003 1+46.46 20633.68612 21848.81137 N89°45'34"E 143.53 ' 225 Plat calc pt 2+89.99 20634.28873 21992.34010 -99999.00 Plat calc pt N00°55'41"E 146.26 ' 224 Plat calc pt 4+36.25 20780.52954 21994.70906 -99999.00 Plat calc pt S89°50'17"W 143.30 ' 1002 5+79.55 20780.12451 21851.40963 -------------------------------------------------------------------------------- Closing latitude = 0.00151 Closing departure = -0.00396 Closing bearing = S69°08'10"E Closing distance = 0.00424 Total traverse length = 579.55 (579.55) Total error of closure = 1/136836 Error of closure in latitude = 1/384210 Error of closure in departure = 1/146438 Area = 20985.58 SQ FT Area = 0.48 ACRES