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Home My WebLink AboutC_Lot_Closures_250115CONTOUR ENGINEERING, LLC 4706 97th St NW SUITE 100- PO BOX 949 GIG HARBOR, WA. 98335 253-857-5454 Monday, November 4, 2024 10:22:55 AM PROJECT: CT FILES\19-045 Benson Dr and Petrovitsky Rd\19-045B\19-045B combo.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 Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1036 PER PRIOR 0+00.00 165448.96644 1303084.91385 S88°18'52"E 66.70 ' 1035 42' 0+66.70 165447.00451 1303151.58499 S01°43'21"W 12.00 ' 1024 S30 0+78.70 165435.00993 1303151.22429 S88°18'52"E 100.00 ' 1025 S30 1+78.70 165432.06851 1303251.18102 N01°43'21"E 12.00 ' 1028 42 row 1+90.70 165444.06308 1303251.54172 S88°18'52"E 100.00 ' 1029 42 row 2+90.70 165441.12166 1303351.49845 N01°43'21"E 298.60 ' 1026 5+89.30 165739.58673 1303360.47400 N88°54'59"W 200.01 ' 1022 N300 7+89.32 165743.36921 1303160.49977 S01°43'21"W 158.50 ' 1031 S180 9+47.82 165584.94083 1303155.73546 N88°18'52"W 97.72 ' 1039 PER PRIOR 10+45.54 165587.81519 1303058.05774 Center Point: 1038 165476.39965 1302220.43517 PER PRIOR Radius: 845.00 ' Delta: 8°18'55" Right Arc Length: 122.63 ' Chord Bearing: S03°25'08"E Chord Length: 122.53 ' Middle Ordinate: 2.22 ' External: 2.23 ' Deg of Curvature: 6°46'50" Arc Definition Tangent: 61.42 ' Curve PI: 165526.92786 1303066.15451 1037 PER PRIOR 11+68.18 165465.50327 1303065.36487 S49°46'00"E 25.61 ' 1036 PER PRIOR 11+93.79 165448.96172 1303084.91607 -------------------------------------------------------------------------------- Closing latitude = -0.00472 Closing departure = 0.00222 Closing bearing = N25°09'04"W Closing distance = 0.00521 Total traverse length = 1193.67 (1193.79) Total error of closure = 1/228962 Error of closure in latitude = 1/252943 Error of closure in departure = 1/538724 Area = 73009.34 SQ FT Area = 1.676 ACRES CONTOUR ENGINEERING, LLC 4706 97th St NW SUITE 100- PO BOX 949 GIG HARBOR, WA. 98335 253-857-5454 Monday, November 4, 2024 10:22:55 AM PROJECT: CT FILES\19-045 Benson Dr and Petrovitsky Rd\19-045B\19-045B combo.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: ORIGINAL TRACT II Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1036 PER PRIOR 0+00.00 165448.96644 1303084.91385 S88°18'52"E 66.70 ' 1035 42' 0+66.70 165447.00451 1303151.58499 N01°43'21"E 138.00 ' 1031 S180 2+04.70 165584.94215 1303155.73310 N88°18'52"W 97.72 ' 1039 PER PRIOR 3+02.42 165587.81651 1303058.05539 Center Point: 1038 165476.40097 1302220.43281 PER PRIOR Radius: 845.00 ' Delta: 8°18'55" Right Arc Length: 122.63 ' Chord Bearing: S03°25'08"E Chord Length: 122.53 ' Middle Ordinate: 2.22 ' External: 2.23 ' Deg of Curvature: 6°46'50" Arc Definition Tangent: 61.42 ' Curve PI: 165526.92786 1303066.15451 1037 PER PRIOR 4+25.05 165465.50459 1303065.36252 S49°46'00"E 25.61 ' 1036 PER PRIOR 4+50.66 165448.96304 1303084.91371 -------------------------------------------------------------------------------- Closing latitude = -0.00340 Closing departure = -0.00014 Closing bearing = N02°19'54"E Closing distance = 0.00340 Total traverse length = 450.56 (450.66) Total error of closure = 1/132409 Error of closure in latitude = 1/132519 Error of closure in departure = 1/3254579 Area = 12298.49 SQ FT Area = 0.282 ACRES CONTOUR ENGINEERING, LLC 4706 97th St NW SUITE 100- PO BOX 949 GIG HARBOR, WA. 98335 253-857-5454 Monday, November 4, 2024 10:22:55 AM PROJECT: CT FILES\19-045 Benson Dr and Petrovitsky Rd\19-045B\19-045B combo.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: ORIGINAL TRACT I PARCEL A Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1024 S30 0+00.00 165435.00991 1303151.22428 S88°18'52"E 100.00 ' 1025 S30 1+00.00 165432.06848 1303251.18101 N01°43'21"E 309.55 ' 1023 N300 4+09.55 165741.47861 1303260.48570 N88°54'59"W 100.01 ' 1022 N300 5+09.56 165743.36994 1303160.49359 S01°43'21"W 308.50 ' 1024 S30 8+18.06 165435.00934 1303151.22046 -------------------------------------------------------------------------------- Closing latitude = -0.00057 Closing departure = -0.00382 Closing bearing = N81°35'27"E Closing distance = 0.00386 Total traverse length = 818.06 (818.06) Total error of closure = 1/211737 Error of closure in latitude = 1/1447845 Error of closure in departure = 1/214038 Area = 30902.90 SQ FT Area = 0.709 ACRES CONTOUR ENGINEERING, LLC 4706 97th St NW SUITE 100- PO BOX 949 GIG HARBOR, WA. 98335 253-857-5454 Monday, November 4, 2024 10:22:56 AM PROJECT: CT FILES\19-045 Benson Dr and Petrovitsky Rd\19-045B\19-045B combo.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: ORIGINAL TRACT I PARCEL B Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1028 42 row 0+00.00 165444.06304 1303251.54174 S88°18'52"E 100.00 ' 1029 42 row 1+00.00 165441.12161 1303351.49847 N01°43'21"E 298.60 ' 1026 3+98.60 165739.58668 1303360.47402 N88°54'59"W 100.01 ' 1023 N300 4+98.61 165741.47802 1303260.48191 S01°43'21"W 297.55 ' 1028 42 row 7+96.17 165444.06247 1303251.53792 -------------------------------------------------------------------------------- Closing latitude = -0.00057 Closing departure = -0.00382 Closing bearing = N81°35'27"E Closing distance = 0.00386 Total traverse length = 796.16 (796.17) Total error of closure = 1/206069 Error of closure in latitude = 1/1409085 Error of closure in departure = 1/208308 Area = 29807.95 SQ FT Area = 0.684 ACRES CONTOUR ENGINEERING, LLC 4706 97th St NW SUITE 100- PO BOX 949 GIG HARBOR, WA. 98335 253-857-5454 Monday, November 4, 2024 10:22:56 AM PROJECT: CT FILES\19-045 Benson Dr and Petrovitsky Rd\19-045B\19-045B combo.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: NEW PARCEL B Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1036 PER PRIOR 0+00.00 165448.96644 1303084.91385 S88°18'52"E 66.70 ' 1035 42' 0+66.70 165447.00451 1303151.58499 S01°43'21"W 12.00 ' 1024 S30 0+78.70 165435.00993 1303151.22429 S88°18'52"E 77.60 ' 1045 PROPOSED LIN 1+56.30 165432.72739 1303228.79071 N01°43'21"E 140.08 ' 1044 PROPOSED LIN 2+96.38 165572.74409 1303233.00134 N88°18'52"W 25.65 ' 1043 PROPOSED LIN 3+22.03 165573.49856 1303207.36244 N01°43'21"E 120.01 ' 1042 PROPOSED LIN 4+42.04 165693.45433 1303210.96979 S88°18'52"E 16.15 ' 1041 PROPOSED LIN 4+58.19 165692.97929 1303227.11281 N01°43'21"E 49.14 ' 1040 PROPOSED LIN 5+07.32 165742.09709 1303228.58989 N88°54'59"W 68.10 ' 1022 N300 5+75.42 165743.38496 1303160.50207 S01°43'21"W 158.50 ' 1031 S180 7+33.93 165584.95658 1303155.73776 N88°18'52"W 97.72 ' 1039 PER PRIOR 8+31.65 165587.83094 1303058.06004 Center Point: 1038 165476.41540 1302220.43747 PER PRIOR Radius: 845.00 ' Delta: 8°18'55" Right Arc Length: 122.63 ' Chord Bearing: S03°25'08"E Chord Length: 122.53 ' Middle Ordinate: 2.22 ' External: 2.23 ' Deg of Curvature: 6°46'50" Arc Definition Tangent: 61.42 ' Curve PI: 165526.92786 1303066.15451 1037 PER PRIOR 9+54.28 165465.51902 1303065.36717 S49°46'00"E 25.61 ' 1036 PER PRIOR 9+79.89 165448.97747 1303084.91837 -------------------------------------------------------------------------------- Closing latitude = 0.01103 Closing departure = 0.00452 Closing bearing = S22°16'13"W Closing distance = 0.01192 Total traverse length = 979.79 (979.89) Total error of closure = 1/82205 Error of closure in latitude = 1/88831 Error of closure in departure = 1/216915 Area = 32724.22 SQ FT Area = 0.751 ACRES CONTOUR ENGINEERING, LLC 4706 97th St NW SUITE 100- PO BOX 949 GIG HARBOR, WA. 98335 253-857-5454 Monday, November 4, 2024 10:22:56 AM PROJECT: CT FILES\19-045 Benson Dr and Petrovitsky Rd\19-045B\19-045B combo.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: NEW PARCEL A Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1045 PROPOSED LIN 0+00.00 165432.72734 1303228.79072 S88°18'52"E 22.40 ' 1025 S30 0+22.40 165432.06846 1303251.18103 N01°43'21"E 12.00 ' 1028 42 row 0+34.40 165444.06304 1303251.54173 S88°18'52"E 100.00 ' 1029 42 row 1+34.40 165441.12161 1303351.49846 N01°43'21"E 298.60 ' 1026 4+33.00 165739.58669 1303360.47401 N88°54'59"W 131.91 ' 1040 PROPOSED LIN 5+64.92 165742.08130 1303228.58760 S01°43'21"W 49.14 ' 1041 PROPOSED LIN 6+14.05 165692.96350 1303227.11051 N88°18'52"W 16.15 ' 1042 PROPOSED LIN 6+30.20 165693.43854 1303210.96750 S01°43'21"W 120.01 ' 1043 PROPOSED LIN 7+50.21 165573.48277 1303207.36015 S88°18'52"E 25.65 ' 1044 PROPOSED LIN 7+75.86 165572.72830 1303232.99905 S01°43'21"W 140.08 ' 1045 PROPOSED LIN 9+15.94 165432.71159 1303228.78842 -------------------------------------------------------------------------------- Closing latitude = -0.01575 Closing departure = -0.00230 Closing bearing = N08°18'47"E Closing distance = 0.01592 Total traverse length = 915.94 (915.94) Total error of closure = 1/57548 Error of closure in latitude = 1/58159 Error of closure in departure = 1/398028 Area = 40285.12 SQ FT Area = 0.925 ACRES