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HomeMy WebLinkAboutEX_02_P_survey_plat_210901_v2Exhibit 2 RECEIVED 01/04/2022 JDing PLANNING DIVISION DocuSign Envelope ID: 3B4D7BC6-B0BD-4F97-B0A2-27226522A390 DocuSign Envelope ID: 3B4D7BC6-B0BD-4F97-B0A2-27226522A390 CONTOUR ENGINEERING, LLC. 4706 97TH STREET NW, SUITE 100 GIG HARBOR, WA. 98335 253-857-5454 Thursday, December 09, 2021 1:23:32 PM NEW PROJECT PROJECT: L:\PROJECT FILES\21-3859 615 Nile Ave Short Plat\3859.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 -------------------------------------------------------------------------------- 815 Calc pt 0+00.00 21449.91942 19752.71787 Calc pt S89°19'07"E 200.06 ' 817 Calc pt 2+00.06 21447.54027 19952.76373 Calc pt S00°40'56"E 100.03 ' 846 Calc pt Sham 3+00.08 21347.51736 19953.95476 Calc pt Sham N89°19'07"W 200.06 ' 847 Calc pt Sham 5+00.14 21349.89651 19753.90891 Calc pt Sham N00°40'56"W 100.03 ' 815 Calc pt 6+00.17 21449.91942 19752.71787 Calc pt -------------------------------------------------------------------------------- Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90°00'00"W Closing distance = 0.00000 Total traverse length = 600.18 (600.17) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 20005.666 SQ FT Area = 0.459 ACRES DocuSign Envelope ID: 3B4D7BC6-B0BD-4F97-B0A2-27226522A390 CONTOUR ENGINEERING, LLC. 4706 97TH STREET NW, SUITE 100 GIG HARBOR, WA. 98335 253-857-5454 Thursday, December 09, 2021 1:23:32 PM NEW PROJECT PROJECT: L:\PROJECT FILES\21-3859 615 Nile Ave Short Plat\3859.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 LOT 2 Point Number Description Chainage Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 815 Calc pt 0+00.00 21449.91942 19752.71787 Calc pt S89°19'07"E 83.85 ' 1000 0+83.85 21448.92226 19836.56194 S00°40'55"E 100.03 ' 1001 1+83.88 21348.89935 19837.75249 N89°19'07"W 83.85 ' 847 Calc pt Sham 2+67.74 21349.89651 19753.90842 Calc pt Sham N00°40'56"W 100.03 ' 815 Calc pt 3+67.77 21449.91942 19752.71739 Calc pt -------------------------------------------------------------------------------- Closing latitude = -0.00001 Closing departure = -0.00048 Closing bearing = N89°19'04"E Closing distance = 0.00048 Total traverse length = 367.76 (367.77) Total error of closure = 1/758331 Error of closure in latitude = 1/63702249 Error of closure in departure = 1/758385 Area = 8385.467 SQ FT Area = 0.193 ACRES DocuSign Envelope ID: 3B4D7BC6-B0BD-4F97-B0A2-27226522A390 CONTOUR ENGINEERING, LLC. 4706 97TH STREET NW, SUITE 100 GIG HARBOR, WA. 98335 253-857-5454 Thursday, December 09, 2021 1:23:32 PM NEW PROJECT PROJECT: L:\PROJECT FILES\21-3859 615 Nile Ave Short Plat\3859.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 LOT 1 Point Number Description Chainage Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 1003 0+00.00 21447.61407 19946.55907 N89°19'07"W 110.00 ' 1000 1+10.00 21448.92221 19836.56685 S00°40'55"E 100.03 ' 1001 2+10.03 21348.89929 19837.75739 S89°19'07"E 110.00 ' 1004 3+20.03 21347.59115 19947.74961 N00°40'56"W 100.03 ' 1003 4+20.06 21447.61406 19946.55858 -------------------------------------------------------------------------------- Closing latitude = -0.00001 Closing departure = -0.00048 Closing bearing = N89°19'04"E Closing distance = 0.00048 Total traverse length = 420.06 (420.06) Total error of closure = 1/866176 Error of closure in latitude = 1/72761493 Error of closure in departure = 1/866237 Area = 11000.023 SQ FT Area = 0.253 ACRES DocuSign Envelope ID: 3B4D7BC6-B0BD-4F97-B0A2-27226522A390 CONTOUR ENGINEERING, LLC. 4706 97TH STREET NW, SUITE 100 GIG HARBOR, WA. 98335 253-857-5454 Thursday, December 09, 2021 1:23:32 PM NEW PROJECT PROJECT: L:\PROJECT FILES\21-3859 615 Nile Ave Short Plat\3859.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: RIGHT OF WAY DEDICATION Point Number Description Chainage Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 817 Calc pt 0+00.00 21447.54031 19952.76039 Calc pt N89°19'07"W 6.20 ' 1003 0+06.20 21447.61405 19946.56082 S00°40'56"E 100.03 ' 1004 1+06.23 21347.59114 19947.75185 S89°19'07"E 6.20 ' 846 Calc pt Sham 1+12.43 21347.51740 19953.95142 Calc pt Sham N00°40'56"W 100.03 ' 817 Calc pt 2+12.46 21447.54031 19952.76039 Calc pt -------------------------------------------------------------------------------- Closing latitude = 0.00000 Closing departure = 0.00000 Closing bearing = N90°00'00"W Closing distance = 0.00000 Total traverse length = 212.46 (212.46) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 Area = 620.176 SQ FT Area = 0.014 ACRES DocuSign Envelope ID: 3B4D7BC6-B0BD-4F97-B0A2-27226522A390