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Revised Lot ClosuresRL-Vls~ LoT Ct~osc>ie~S 2514TR-A.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES TRACT A STORM RETENTION Bearing ---- ---- - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- ---- 51334.096 11291.253 start (POB) S 89°44' 12" E 97.47 -0.448 97.469 51333.648 11388.722 S 00°27' 22" w 29.99 -29.989 -0.239 51303.659 11388.483 N 89°44' 26" w 97.37 0.441 -97.369 51304.100 11291.114 N 00°15' 34" E 30.00 30.000 0.136 51334.100 11291.250 East 0.00 0.000 0.000 51334.100 11291.250 Closure in Lat/Dep: -0.004 0.003 Starting Point: -- ------------ - 51334.096 ------------- 11291.253 Distance Error: S 36°52' 12" E 0.005 Total Di stance: 254.83 Accuracy Ratio: 1:50,966 Area: 2, 922 ft2 0.067 Acres 0 Page 1 t ~, 2514L1.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES Lot 1 Bearing Distance -- -- Northing/Lat ------------ - Fasting/Dep ------------- -------- --- - -- ------ 51303.882 11338.616 Start (POB) S 89°44' 26" E 49.87 -0.226 49.870 51303.656 11388.486 S 00°27' 22" W 104.75 -104.747 -0.834 51198.909 11387.652 N 89°44' 26" w 49.51 0.224 -49.510 51199.133 11338.142 N 00°15' 34" E 104.75 104.749 0.475 51303.882 11338.617 East 0.00 0.000 0.000 51303.882 11338.617 Closure in Lat/Dep: 0.000 -0.001 starting Po int: -- ------------ 51303.882 -------------- 11338.616 Area: 5, 205 ft2 0.119 Acres 0 Page 1 2514L22.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES Lot 22 Bearing Distance Northing/Lat -------------- - Fasting/Dep ------------- -------- ---- - --------- 51198.694 11158.885 Start (PO6) S 89°44' 26" E 39.97 -0.181 39.969 51198.513 11198.854 ••'~ Horiz ontal C urve: S 70°57' 04" E 44.77 -14.611 42.319 Chord pc-pt 51183.902 11241.173 pt 51198.513 11198.854 pc S 00°15' 34" w 69.50 -69.499 -0.314 Radial In pc-rp 51129.014 11198.540 rp Delta: 37°34' 44" Radius: 69.50 Length: 45.58 Tangent: 23.65 N 37°50' 18" E 69.50 54.888 42.633 Radial out rp-pt 51183.902 11241.173 pt S 52°09' 42" E 21.73 -13.330 17.161 51170.572 11258.334 ~'~ Horizontal Curve: S 70°57' 04" E 84.07 N 37°50' 18" E 130.50 -27.439 51143.133 51170.572 103.061 51273.633 79.466 Chord pc-pt 11337.800 pt 11258.334 pc 80.053 Radial In pc-rp 11338.387 rp Delta: 37°34'44" Radius: 130.50 Length: 85.59 Tangent: 44.40 S 00°15'34" w 130.50 S 00°15'34" w 2.00 N 89°44'26" w 179.17 N 00°15'34" E 56.75 East 0.00 Closure in Lat/Dep: -130.500 51143.133 -2.000 51141.133 0.811 51141.944 56.750 51198.694 0.000 51198.694 0.000 -------------- Starting Point: 51198.694 Distance Error: East 0.005 Total Distance: 430.80 Accuracy Ratio: 1:86,159 Area: 5,939 ft2 0.136 Acres Page 1 -0.587 Radial Out rp-pt 11337.800 pt -0.009 11337.791 -179.168 11158.623 0.257 11158.880 0.000 11158.880 0.005 -------------- 11158.885 2514TR-B.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/1/2006 Drawing: 2514sh2.dw9 Measurement Units: feet YELM CREEK ESTATES 0 TRACT B STORM RETENTION Bearing Distance ------------ ---------- S 65°21' 03" E 66.00 S 24°38' 57" w 142.00 S 65°21' 03" E 101.45 S 00°15' 34" w 16.47 N 65°21' 03" w 105.95 S 29°30' 08" w 22.08 N 65°21' 03" w 66.43 N 24°38' 57" E 179.00 Northing/Lat 51209.492 -27.526 51181.966 -129.061 51052.905 -42.310 51010.595 -16.470 50994.125 44.187 51038.312 -19.217 51019.095 27.706 51046.801 162.689 51209.490 East 0.00 0.000 51209.490 Closure in Lat/Dep: 0.002 -------------- Starting Point: 51209.492 Distance Error: N 44°59'59" w 0.003 Total Distance: 699.39 Accuracy Ratio: 1:247,270 Area: 13,417 ft2 0.308 Acres Fasting/Dep 10790.098 Start (PO6) 59.986 10850.084 -59.223 10790.861 92.206 10883.067 -0.074 10882.993 -96.296 10786.697 -10.874 10775.823 -60.376 10715.447 74.653 10790.100 0.000 10790.100 -0.002 10790.098 Page 1 2514TR-C.ptc Lot Closures - Prepared using Survey/civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/1/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES TRACT C OPEN SPACE Bearing -------- - Distance Northing/Lat Fasting/Dep -- - - --------- -------------- - 51336.315 ------------- 10801.258 Start (PO6) S 00°15' 34" w 85.39 -85.390 -0.387 51250.925 10800.871 S 65°21' 03" E 73.49 -30.649 66.794 51220.276 10867.665 S 24°38' 57" w 42.15 -38.310 -17.580 51181.966 10850.085 N 65°21' 03" w 66.00 27.526 -59.986 51209.492 10790.099 S 24°38' 57" w 179.00 -162.689 -74.653 51046.803 10715.446 S 65°21' 03" E 66.43 -27.705 60.376 51019.098 10775.822 5 29°30' 08" w 52.05 -45.301 -25.632 50973.797 10750.190 N 89°44' 26" w 222.16 1.005 -222.158 50974.802 10528.032 N 12°36' 00" E 13.92 13.585 3.037 50988.387 10531.069 N 24°27' 05" E 72.22 65.743 29.893 51054.130 10560.962 N 24°50' 15" E 14.29 12.968 6.003 51067.098 10566.965 N 41°18' 43" E 33.21 24.945 21.924 51092.043 10588.889 N 00°33' 58" E 8.63 8.630 0.085 51100.673 10588.974 N 36°52' 28" E 16.46 13.167 9.877 51113.840 10598.851 N 16°09' 26" E 44.39 42.637 12.352 51156.477 10611.203 N 22°06' 09" E 26.50 24.552 9.971 51181.029 10621.174 N 22°36' 49" E 25.61 23.641 9.848 51204.670 10631.022 N 23°16' 47" E 36.27 33.317 14.335 51237.987 10645.357 N 32°24' 46" E 32.77 27.665 17.565 51265.652 10662.922 N 24°59' 42" E 32.89 29.810 13.897 51295.462 10676.819 N 38°48' 43" E 27.40 21.350 17.173 51316.812 10693.992 N 38°48' 43" E 25.57 19.924 16.027 51336.736 10710.019 S 89°44' 26" E 91.24 -0.413 91.239 51336.323 10801.258 East 0.00 0.000 0.000 51336.323 10801.258 Page 1 2514TR-C.ptc Closure in gat/Dep: -0.008 0.000 Starting Point: 51336.315 10801.258 Distance Error: south 0.008 Total Distance: 1288.04 Accuracy Ratio: 1:161,005 Area: 60,271 ft2 1.384 Acres Page 2 ~, ~vrs~ ur1' ~.ost~„~s 2514TR-A.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES TRACT A STORM RETENTION Bearing Distance ------------ ---------- 5 89°44'12" E 97.47 S 00°27'22" w 29.99 N 89°44'26" w 97.37 N 00°15'34" E 30.00 Northing/Lat 51334.096 -0.448 51333.648 -29.989 51303.659 0.441 51304.100 30.000 51334.100 Fast 0.00 0.000 51334.100 Closure in Lat/Dep: -0.004 -------------- starting Point: 51334.096 Distance Error: S 36°52'12" E 0.005 Total Distance: 254.83 Accuracy Ratio: 1:50,966 Area: 2,922 ft2 0.067 Acres Fasting/Dep 11291.253 Start (POB) 97.469 11388.722 -0.239 11388.483 -97.369 11291.114 0.136 11291.250 0.000 11291.250 0.003 11291.253 Page 1 2514L1.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES Lot 1 Bearing Distance Northing/Lat Fasting/Dep -------- --- - - --------- -- ------------ - 51303.882 ------------- 11338.616 start (POB) 5 89°44' 26" E 49.87 -0.226 49.870 51303.656 11388.486 S 00°27' 22" w 104.75 -104.747 -0.834 51198.909 11387.652 N 89°44' 26" w 49.51 0.224 -49.510 51199.133 11338.142 N 00°15' 34" E 104.75 104.749 0.475 51303.882 11338.617 East 0.00 0.000 0.000 51303.882 11338.617 Closure in Lat/Dep: 0.000 -0.001 Starting Po int: -- ------------ - 51303.882 ------------- 11338.616 Area: 5, 205 ft2 0.119 Acres 0 Page 1 2514L22.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES Lot 22 Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- -------------- -------------- 51198.694 11158.885 Start (PO6) 5 89°44'26" E 39.97 -0.181 39.969 51198.513 11198.854 •• "~ Horizontal Curve S 70°57' 04" E 44.77 S 00°15' 34" W 69.50 Delta: 37°34'44" Radius: 69.50 Length: 45.58 Tangent: 23.65 N 37°50'18" E 69.50 S 52°09'42" E 21.73 ••" Horizontal Curve: S 70°57' 04" E 84.07 N 37°50' 18" E 130.50 Delta: 37°34'44" Radius: 130.50 Length: 85.59 Tangent: 44.40 S 00°15'34" w 130.50 5 00°15'34" w 2.00 N 89°44'26" W 179.17 N 00°15'34" E 56.75 East 0.00 Closure in Lat/Dep: Starting Point: -14.611 42.319 Chord pc-pt 51183.902 11241.173 pt 51198.513 11198.854 pc -69.499 -0.314 Radial In pc-rp 51129.014 11198.540 rp 54.888 42.633 Radial out rp-pt 51183.902 11241.173 pt -13.330 17.161 51170.572 11258.334 -27.439 51143.133 51170.572 103.061 51273.633 -130.500 51143.133 -2.000 51141.133 0.811 51141.944 56.750 51198.694 0.000 51198.694 0.000 Distance Error: East Total Distance: 430.80 Accuracy Ratio: 1:86,159 Area: 5,939 ft2 0.136 Acres 51198.694 0.005 79.466 Chord pc-pt 11337.800 pt 11258.334 pc 80.053 Radial In pc-rp 11338.387 rp -0.587 Radial Out rp-pt 11337.800 pt -0.009 11337.791 -179.168 11158.623 0.257 11158.880 0.000 11158.880 0.005 11158.885 Page 1 2514TR-B.ptc Lot Closures - Prepared using survey/Civil solutions for AutoCAD Bearing Mode Date Prepared: 12/1/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES TRACT B STORM RETENTION Bearing Distance Northing/Lat Easting/Dep -------- ---- -- -------- -- ------------ - 51209.492 ------------- 10790.098 Start (PO6) S 65°21' 03" E 66.00 -27.526 59.986 51181.966 10850.084 5 24°38' 57" w 142.00 -129.061 -59.223 51052.905 10790.861 5 65°21' 03" E 101.45 -42.310 92.206 51010.595 10883.067 S 00°15' 34" w 16.47 -16.470 -0.074 50994.125 10882.993 N 65°21' 03" w 105.95 44.187 -96.296 51038.312 10786.697 S 29°30' 08" w 22.08 -19.217 -10.874 51019.095 10775.823 N 65°21' 03" w 66.43 27.706 -60.376 51046.801 10715.447 N 24°38' 57" E 179.00 162.689 74.653 51209.490 10790.100 East 0.00 0.000 0.000 51209.490 10790.100 Closure in Lat/Dep: 0.002 -0.002 Starting Point: -- ------------ - 51209.492 ------------- 10790.098 Distance Error: N 44°59' 59" w 0.003 Total Di stance: 699.39 Accuracy Ratio: 1:247,270 Area: 13 ,417 ft2 0.308 Acre s 0 Page 1 2514TR-C.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/1/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES TRACT C OPEN SPACE Bearing Distance Northing/Lat Fasting/Dep 51336.315 10801.258 Start (POB) 5 00°15' 34" w 85.39 -85.390 -0.387 51250.925 10800.871 S 65°21' 03" E 73.49 -30.649 66.794 51220.276 10867.665 S 24°38' 57" w 42.15 -38.310 -17.580 51181.966 10850.085 N 65°21' 03" w 66.00 27.526 -59.986 51209.492 10790.099 S 24°38' 57" w 179.00 -162.689 -74.653 51046.803 10715.446 S 65°21' 03" E 66.43 -27.705 60.376 51019.098 10775.822 5 29°30' 08" w 52.05 -45.301 -25.632 50973.797 10750.190 N 89°44' 26" W 222.16 1.005 -222.158 50974.802 10528.032 N 12°36' 00" E 13.92 13.585 3.037 50988.387 10531.069 N 24°27' 05" E 72.22 65.743 29.893 51054.130 10560.962 N 24°50' 15" E 14.29 12.968 6.003 51067.098 10566.965 N 41°18' 43" E 33.21 24.945 21.924 51092.043 10588.889 N 00°33' 58" E 8.63 8.630 0.085 51100.673 10588.974 N 36°52' 28" E 16.46 13.167 9.877 51113.840 10598.851 N 16°09' 26" E 44.39 42.637 12.352 51156.477 10611.203 N 22°06' 09" E 26.50 24.552 9.971 51181.029 10621.174 N 22°36' 49" E 25.61 23.641 9.848 51204.670 10631.022 N 23°16' 47" E 36.27 33.317 14.335 51237.987 10645.357 N 32°24' 46" E 32.77 27.665 17.565 51265.652 10662.922 N 24°59' 42" E 32.89 29.810 13.897 51295.462 10676.819 N 38°48' 43" E 27.40 21.350 17.173 51316.812 10693.992 N 38°48' 43" E 25.57 19.924 16.027 51336.736 10710.019 5 89°44' 26" E 91.24 -0.413 91.239 51336.323 10801.258 East 0.00 0.000 0.000 51336.323 10801.258 Page 1 2514TR-C.ptc Closure in gat/Dep: -0.008 0.000 -------------- -------------- Starting Point: 51336.315 10801.258 Distance Error: South 0.008 Total Distance: 1288.04 Accuracy Ratio: 1:161,005 Area: 60,271 ft2 1.384 Acres Page 2 ~~V1SED Lo-T GL6SU~Z~S 2514TR-A.ptc Lot Closures - Prepared using survey/Civil solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES TRACT A STORM RETENTION Bearing Distance ------------ ---------- S 89°44'12" E 97.47 S 00°27'22" w 29.99 N 89°44'26" w 97.37 N 00°15'34" E 30.00 Northing/Lat 51334.096 -0.448 51333.648 -29.989 51303.659 0.441 51304.100 30.000 51334.100 Fasting/Dep 11291.253 Start (POB) 97.469 11388.722 -0.239 11388.483 -97.369 11291.114 0.136 11291.250 0.000 11291.250 0.003 East 0.00 0.000 51334.100 Closure in Lat/Dep: -0.004 -------------- Starting Point: 51334.096 Distance Error: S 36°52'12" E 0.005 Total Distance: 254.83 Accuracy Ratio: 1:50,966 Area: 2,922 ft2 0.067 Acres D 11291.253 Page 1 2514L1.ptc Lot Closures - Prepared using survey/Civil solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES Lot 1 Bearing Distance Northing/Lat Fasting/Dep -------- --- - -- -------- -- ------------ - 51303.882 ------------- 11338.616 start (PO6) S 89°44' 26" E 49.87 -0.226 49.870 51303.656 11388.486 S 00°27' 22" W 104.75 -104.747 -0.834 51198.909 11387.652 N 89°44' 26" W 49.51 0.224 -49.510 51199.133 11338.142 N 00°15' 34" E 104.75 104.749 0.475 51303.882 11338.617 East 0.00 0.000 0.000 51303.882 11338.617 Closure in Lat/Dep: 0.000 -0.001 Starting Po int: -- ------------ - 51303.882 ------------- 11338.616 Area: 5, 205 ft2 0.119 Acres Page 1 2514L22.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 11/30/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES Lot 22 Bearing - Distance ----- Northing/Lat -------------- - Fasting/Dep ------------- -------- -- - - ---- 51198.694 11158.885 Start (POB) s 89°44' 26" E 39.97 -0.181 39.969 51198.513 11198.854 ~°'° Horiz ontal C urve S 70°57' 04" E 44.77 -14.611 42.319 Chord pc-pt 51183.902 11241.173 pt 51198.513 11198.854 pc S 00°15' 34" w 69.50 -69.499 -0.314 Radial In pc-rp 51129.014 11198.540 rp Delta: 37°34' 44" Radius: 69.50 Length: 45.58 Tangent: 23.65 N 37°50' 18" E 69.50 54.888 42.633 Radial Out rp-pt 51183.902 11241.173 pt S 52°09' 42" E 21.73 -13.330 17.161 51170.572 11258.334 ~* Horizontal Curve: 5 70°57'04" E 84.07 N 37°50'18" E 130.50 Delta: 37°34'44" Radius: 130.50 Length: 85.59 Tangent: 44.40 5 00°15'34" w 130.50 5 00°15'34" w 2.00 N 89°44'26" w 179.17 N 00°15'34" E 56.75 East 0.00 Closure in Lat/Dep: -27.439 51143.133 51170.572 103.061 51273.633 -130.500 51143.133 79.466 Chord pc-pt 11337.800 pt 11258.334 pc 80.053 Radial In pc-rp 11338.387 rp -0.587 Radial Out rp-pt 11337.800 pt -0.009 11337.791 -179.168 11158.623 0.257 11158.880 0.000 11158.880 0.005 -------------- 11158.885 -2.000 51141.133 0.811 51141.944 56.750 51198.694 0.000 51198.694 0.000 -------------- Starting Point: 51198.694 Distance Error: East 0.005 Total Distance: 430.80 Accuracy Ratio: 1:86,159 Area: 5,939 ft2 0.136 Acres Page 1 2514TR-B.ptc Lot Closures - Prepared using survey/Civil solutions for AutoCAD Bearing Mode Date Prepared: 12/1/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES TRACT B STORM RETENTION Bearing Distance Northing/Lat Easting/Dep -------- ---- - --------- -- ------------ - 51209.492 ------------- 10790.098 Start (POB) S 65°21' 03" E 66.00 -27.526 59.986 51181.966 10850.084 s 24°38' 57" w 142.00 -129.061 -59.223 51052.905 10790.861 S 65°21' 03" E 101.45 -42.310 92.206 51010.595 10883.067 S 00°15' 34" W 16.47 -16.470 -0.074 50994.125 10882.993 N 65°21' 03" w 105.95 44.187 -96.296 51038.312 10786.697 5 29°30' 08" w 22.08 -19.217 -10.874 51019.095 10775.823 N 65°21' 03" w 66.43 27.706 -60.376 51046.801 10715.447 N 24°38' 57" E 179.00 162.689 74.653 51209.490 10790.100 East 0.00 0.000 0.000 51209.490 10790.100 Closure in Lat/Dep: 0.002 -0.002 starting Point: -- ------------ - 51209.492 ------------- 10790.098 Distance Error: N 44°59' 59" w 0.003 Total Di stance: 699.39 Accuracy Ratio: 1:247,270 Area: 13 ,417 ft 2 0.308 Acre s 0 Page 1 2514TR-C.ptc Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/1/2006 Drawing: 2514sh2.dwg Measurement Units: feet YELM CREEK ESTATES TRACT C OPEN SPACE Bearing ----- Distance Northing/Lat Fasting/Dep --- --- - - --------- -------------- - 51336.315 ------------- 10801.258 Start (POB) 5 00°15' 34" w 85.39 -85.390 -0.387 51250.925 10800.871 5 65°21' 03" E 73.49 -30.649 66.794 51220.276 10867.665 S 24°38' 57" w 42.15 -38.310 -17.580 51181.966 10850.085 N 65°21' 03" w 66.00 27.526 -59.986 51209.492 10790.099 S 24°38' 57" w 179.00 -162.689 -74.653 51046.803 10715.446 S 65°21' 03" E 66.43 -27.705 60.376 51019.098 10775.822 S 29°30' 08" w 52.05 -45.301 -25.632 50973.797 10750.190 N 89°44' 26" W 222.16 1.005 -222.158 50974.802 10528.032 N 12°36' 00" E 13.92 13.585 3.037 50988.387 10531.069 N 24°27' 05" E 72.22 65.743 29.893 51054.130 10560.962 N 24°50' 15" E 14.29 12.968 6.003 51067.098 10566.965 N 41°18' 43" E 33.21 24.945 21.924 51092.043 10588.889 N 00°33' 58" E 8.63 8.630 0.085 51100.673 10588.974 N 36°52' 28" E 16.46 13.167 9.877 51113.840 10598.851 N 16°09' 26" E 44.39 42.637 12.352 51156.477 10611.203 N 22°06' 09" E 26.50 24.552 9.971 51181.029 10621.174 N 22°36' 49" E 25.61 23.641 9.848 51204.670 10631.022 N 23°16' 47" E 36.27 33.317 14.335 51237.987 10645.357 N 32°24' 46" E 32.77 27.665 17.565 51265.652 10662.922 N 24°59' 42" E 32.89 29.810 13.897 51295.462 10676.819 N 38°48' 43" E 27.40 21.350 17.173 51316.812 10693.992 N 38°48' 43" E 25.57 19.924 16.027 51336.736 10710.019 S 89°44' 26" E 91.24 -0.413 91.239 51336.323 10801.258 East 0.00 0.000 0.000 51336.323 10801.258 Page 1 2514TR-C.ptc Closure in gat/Dep: -0.008 0.000 -------------- -------------- Starting Point: 51336.315 10801.258 Distance Error: South 0.008 Total Distance: 1288.04 Accuracy Ratio: 1:161,005 Area: 60,271 ft2 1.384 Acres Page 2