BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 59 U-2579B-59 859166.6533 1665570.3378 870.63 OUTSIDE PROJECT LIMITS 20 BL-20 858890.1580 1665270.6160 896.92 OUTSIDE PROJECT LIMITS 21 BL-21 858604.7770 1665139.7800 906.76 OUTSIDE PROJECT LIMITS 22 BL-22 858195.9890 1664853.5800 900.26 OUTSIDE PROJECT LIMITS 23 BL-23 857768.1300 1664578.8530 869.22 OUTSIDE PROJECT LIMITS 24 BL-24 857536.8310 1664398.5720 888.65 OUTSIDE PROJECT LIMITS 25 BL-25 857313.1430 1664284.2490 887.57 692+87.62 9.93 LT 26 BL-26 857136.6730 1664156.1810 900.18 695+05.55 1.97 LT 27 BL-27 856732.1630 1663905.9920 945.97 699+80.60 11.73 RT 28 BL-28 856456.0410 1663688.1040 944.90 703+12.10 108.36 RT 29 BL-29 856082.7590 1663768.5010 938.47 706+47.67 70.36 LT 30 BL-30 855611.3340 1663638.1930 949.63 711+38.79 2.01 LT 31 BL-31 855374.0970 1663613.8300 956.49 713+75.37 21.61 RT 32 BL-32 855020.1110 1663697.7910 951.06 717+36.53 26.36 LT 33 BL-33 854690.5660 1663824.0970 957.78 720+87.67 83.86 LT 34 BL-34 854405.0020 1663662.2770 960.72 723+30.01 137.55 RT 35 BL-35 853969.2160 1663889.3990 957.41 728+05.46 13.31 RT 36 BL-36 853114.5030 1664138.0000 928.91 736+94.09 38.47 LT 37 BL-37 852552.1440 1664202.0220 916.31 742+57.60 10.48 RT 38 BL-38 851995.3800 1664299.2450 890.11 748+20.98 26.86 LT 39 BL-39 851641.7040 1664150.1000 887.92 751+73.78 131.87 RT 40 BL-40 850992.8010 1664284.4700 887.88 758+21.01 32.27 LT 41 BL-41 850685.8060 1664249.3970 874.11 761+29.58 16.05 LT 42 BL-42 850225.2260 1664180.9720 851.02 765+93.48 24.05 RT 43 BL-43 849911.6750 1664165.8450 834.07 769+07.37 19.95 RT 44 BL-44 849694.2580 1664185.3260 839.93 771+23.19 12.80 LT 45 BL-45 849461.7760 1664160.6020 872.95 773+56.74 2.45 LT 46 BL-46 849045.0080 1664101.1900 877.92 777+77.65 20.27 RT 47 BL-47 848319.7670 1664034.0620 904.35 785+03.99 30.65 LT 48 BL-48 848016.4680 1663910.4720 894.57 788+27.33 20.28 RT 49 BL-49 847739.1100 1663843.7080 882.81 791+13.03 10.45 RT 50 BL-50 847290.7350 1663706.2650 874.92 795+82.27 0.16 LT 51 BL-51 846897.6650 1663543.2640 887.18 800+07.97 6.02 RT 52 BL-52 846718.1840 1663416.7250 903.57 802+24.24 48.26 RT 53 BL-53 846490.8370 1663343.6620 910.36 804+61.72 15.10 RT 54 BL-54 845698.0550 1662870.8840 915.62 813+87.75 25.63 RT 55 BL-55 845336.3030 1662624.1770 925.04 818+26.21 22.72 RT 56 BL-56 845033.2140 1662502.9870 918.52 821+44.01 51.81 LT BY1 POINT DESC. NORTH EAST ELEVATION Y1B STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 104 BY1-104 857242.8930 1663435.6650 951.53 12+71.18 16.18 RT 103 BY1-103 855639.1410 1664196.0940 950.64 30+55.09 14.83 RT 102 BY1-102 855324.7940 1664547.9420 956.93 35+23.60 26.14 RT 101 BY1-101 855073.8800 1665231.9350 961.51 OUTSIDE PROJECT LIMITS 100 BY1-100 854571.8670 1666249.9240 952.35 OUTSIDE PROJECT LIMITS BY2 POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 110 BY2-110 855405.8850 1663914.3050 960.29 OUTSIDE PROJECT LIMITS 111 BY2-111 855418.1420 1663248.6490 946.23 11+32.11 15.28 RT BY3 POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 120 BY3-120 855940.3580 1665783.6260 949.65 54+97.76 522.02 LT 121 BY3-121 855583.1670 1665004.2530 964.89 46+36.49 527.34 LT BY4 POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 133 BY4-133 855856.4250 1666768.4070 927.51 OUTSIDE PROJECT LIMITS 134 BY4-134 855492.5780 1666108.4490 961.41 56+02.97 21.07 RT 131 BY4-131 854095.4000 1662844.2340 965.17 20+52.96 40.37 LT 132 BY4-132 853648.2240 1662135.6990 955.81 12+19.69 18.40 LT 135 BY4-135 853414.3200 1661748.0470 952.28 OUTSIDE PROJECT LIMITS BY4A POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 140 BY4A-140 854880.0600 1661951.8680 954.17 17+19.71 1159.45 LT BY4B POINT DESC. NORTH EAST ELEVATION Y4B STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 150 BY4B-150 853772.2300 1662957.2470 957.31 14+63.05 22.92 RT 151 BY4B-151 852994.2320 1663036.0060 944.24 OUTSIDE PROJECT LIMITS 152 BY4B-152 852703.1280 1663296.1300 941.01 OUTSIDE PROJECT LIMITS 153 BY4B-153 852375.1230 1663432.9180 932.75 OUTSIDE PROJECT LIMITS BY4C POINT DESC. NORTH EAST ELEVATION Y8 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 154 BY4C-154 852462.5970 1663666.8400 921.01 14+51.46 381.13 RT BY4E POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 141 BY4E-141 854797.4130 1661589.0570 940.72 13+68.56 1282.54 LT BY5 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 160 BY5-160 852179.0400 1664414.3670 898.62 746+48.90 155.04 LT 161 BY5-161 851146.6960 1664552.9270 865.00 756+50.97 290.80 LT 162 BY5-162 850057.8280 1664774.4200 841.31 767+24.24 578.53 LT 163 BY5-163 849087.6290 1665037.8510 902.56 776+43.96 906.66 LT 164 BY5-164 848518.4290 1665122.4590 919.10 781+34.39 1064.03 LT 165 BY5-165 847623.7088 1665371.1153 926.40 788+40.85 1492.18 LT 166 BY5-166 847149.2839 1665749.7951 923.27 791+30.03 1984.72 LT BY5A POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 220 BY5A-220 850792.8300 1664698.1880 849.70 759+95.28 457.45 LT BY5B Y15FLYAC POINT DESC. NORTH EAST ELEVATION STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 320 BY5B-320 848487.4420 1666200.6740 892.90 33+80.22 59.67 LT 321 BY5B-321 848456.6580 1665885.9890 897.04 37+01.94 64.84 LT BY5C POINT DESC. NORTH EAST ELEVATION Y5B STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 330 BY5C-330 848946.8610 1666151.0020 879.77 13+52.42 25.15 RT 331 BY5C-331 848617.5880 1666210.6650 889.98 10+13.49 25.96 RT BY6 POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 170 BY6-170 853469.0880 1663934.4780 942.83 19+90.11 13.94 LT 171 BY6-171 853474.6620 1663395.1040 959.43 14+42.78 13.62 RT BY7 POINT DESC. NORTH EAST ELEVATION Y4RPC STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 180 BY7-180 853084.4040 1663698.5980 954.98 10+63.16 337.49 LT BY8 POINT DESC. NORTH EAST ELEVATION Y8 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 190 BY8-190 852040.0980 1663790.5820 911.73 16+36.21 18.47 LT BY8A POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 201 BY8A-201 851146.6300 1664018.3700 887.51 756+83.76 242.75 RT BY10 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 200 BY10-200 851312.3390 1664307.9080 877.32 755+00.84 36.33 LT BY11 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 210 BY11-210 850902.3485 1664325.0231 882.86 759+08.81 78.28 LT BY12 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 230 BY12-230 849318.9320 1664586.1720 906.80 774+67.62 436.82 LT 231 BY12-231 849323.5720 1664059.3600 867.63 775+02.44 88.81 RT BY13 Y15FLYCA POINT DESC. NORTH EAST ELEVATION STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 240 BY13-240 849038.3980 1664331.1360 892.65 73+88.29 76.79 LT BY14 Y15FLYCA POINT DESC. NORTH EAST ELEVATION STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 250 BY14-250 848707.6680 1664816.8610 905.29 71+35.40 444.46 RT 251 BY14-251 848667.9420 1664464.3260 886.10 70+41.03 105.69 RT 252 BY14-252 848799.8430 1664133.8770 874.18 71+08.15 244.14 LT BY15 POINT DESC. NORTH EAST ELEVATION Y15 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 260 BY15-260 848129.9770 1668901.8210 895.64 145+96.10 6.55 LT 261 BY15-261 848151.1550 1667684.2330 878.75 133+78.32 7.19 LT 262 BY15-262 848172.3620 1666492.9340 888.91 121+86.84 8.29 LT 263 BY15-263 848194.6150 1665307.2790 902.53 110+00.97 10.54 LT 264 BY15-264 847961.8680 1661898.4340 845.45 75+67.69 2.82 LT 265 BY15-265 847468.4550 1660734.2880 827.72 63+01.93 3.32 LT 266 BY15-266 846869.4950 1659534.8560 820.66 49+61.26 3.00 LT 267 BY15-267 846284.8430 1658363.2940 815.05 36+51.91 2.97 LT 268 BY15-268 845717.3300 1656657.8720 830.10 18+53.10 62.21 RT BY16 POINT DESC. NORTH EAST ELEVATION Y16 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 270 BY16-270 845508.9170 1663134.2200 920.22 28+73.23 18.25 LT 271 BY16-271 844879.6720 1661328.9160 917.40 OUTSIDE PROJECT LIMITS BY16A POINT DESC. NORTH EAST ELEVATION Y16 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 280 BY16A-280 844878.7170 1663083.3320 910.38 26+18.76 560.63 RT BY17 POINT DESC. NORTH EAST ELEVATION Y15 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 300 BY17-300 845531.1700 1656663.4240 810.91 18+17.49 245.02 RT 301 BY17-301 846316.8390 1656062.6820 812.74 14+04.69 653.74 LT BY17A POINT DESC. NORTH EAST ELEVATION Y15 STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 310 BY17A-310 846565.7690 1658198.5750 814.78 36+28.39 327.80 LT 311 BY17A-311 846477.1300 1657558.7950 815.01 29+18.48 476.97 LT 312 BY17A-312 846366.1750 1656920.5170 812.44 22+52.30 512.79 LT 313 BY17A-313 846371.6100 1656411.4140 821.30 17+56.92 630.30 LT BY18 POINT DESC. NORTH EAST ELEVATION Y5B STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 340 BY18-340 848883.6720 1666972.0760 870.93 11+11.29 810.60 RT 341 BY18-341 849180.8720 1666945.7360 866.38 19+41.85 729.30 RT BY18A POINT DESC. NORTH EAST ELEVATION Y5B STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 350 BY18A-350 849460.2000 1667134.9550 896.81 21+39.25 797.45 RT BY19 POINT DESC. NORTH EAST ELEVATION Y5B STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 351 BY19-351 849722.3520 1666795.5470 855.01 22+41.55 407.02 RT 352 BY19-352 849798.2660 1666410.8230 854.04 22+53.91 15.18 RT BY20 POINT DESC. NORTH EAST ELEVATION Y5B STATION OFFSET ------ ------------ ------------- -------------- ---------- ----------- ----------- 353 BY20-353 850205.7760 1666398.8990 876.93 OUTSIDE PROJECT LIMITS *************************************** BM 1 ELEVATION = 949.28' N = 857406 E = 1663475 R/R SPIKE SET IN ROOT OF 24" WILLOW OAK, 58' OFF OF E. EP OF SEDGE GARDEN RD. (BY1) Y1B STATION 11+23.00 63' LEFT *************************************** *************************************** BM 2 ELEVATION = 844.44' N = 850796 E = 1664921 R/R SPIKE SET IN BASE OF 15" MAPLE, 30' OFF OF N. EP OF OAK GARDEN DR. (BY5A) L STATION 759+78.00 680' LEFT *************************************** *************************************** BM 3 ELEVATION = 925.47' N = 845741 E = 1663779 R/R SPIKE SET IN ROOT OF 54" WILLOW OAK, 17' OFF OF N. EP OF GLENN HI RD. (BY16) Y16 STATION 34+11.00 N 59°07'57.2" E Dist 150.91' *************************************** *************************************** BM 4 ELEVATION = 822.82' N = 845331 E = 1656660 R/R SPIKE SET IN BASE OF 30" OAK 75' OFF OF W. EP OF FRIEDLAND CHURCH RD. Y15 STATION 17+70.00 440' RIGHT *************************************** *************************************** BM 5 ELEVATION = 962.62' N = 855912 E = 1666207 R/R SPIKE SET IN BASE OF 16" MAPLE 15' FROM EASTERN EDGE OF PAVEMENT OF WEAVIL ROAD. BM BEING ACROSS FROM CONCRETE DRIVEWAY OF 910 WEAVIL ROAD ADDRESS. Y4 STATION 58+70.00 317' LEFT *************************************** *************************************** BM 6 ELEVATION = 952.82' N = 853359 E = 1661780 CHISELED "X" ON THE TOP OF CURB AND GUTTER ON THE WEST SIDE OF CORBIN STREET AND IN THE RADIUS OF KERNERSVILLE ROAD Y4 STATION 10+00.00 S 48°55'54.6" W Dist 238.09' *************************************** *************************************** BM 7 ELEVATION = 930.81' N = 848212 E = 1670745 BASE OF 18" WILLOW OAK. BM BEING 60' NORTH OF WEST BOUND LANES OF I-40. ALSO BEING JUST WEST OF THE UNION CROSS RAMP. Y15 STATION 164+38.00 120' LEFT *************************************** *************************************** BM 8 ELEVATION = 928.89' N = 847503 E = 1669099 CHISELED "X" IN TOP OF A 15" CONCRETE DRIVEWAY PIPE. 10' FROM WESTERN EDGE OF PAVEMENT OF ADAMS GATE ROAD. BEING ON NORTHERN SIDE OF CONCRETE DRIVE- WAY OF ADDRESS 520 ADAMS GATE RD. Y15 STATION 148+04.00 617' RIGHT *************************************** *************************************** BM 9 ELEVATION = 924.54' N = 847265 E = 1666602 CHISELED "X" IN TOP OF A 15" CONCRETE PIPE AT INTERSECTION OF ANSLEY DRIVE AND ANSLEY COURT. BM BEING AT THE WESTERN MOST SIDE OF PIPE. Y15 STATION 123+11.00 897' RIGHT *************************************** *************************************** BM 10 ELEVATION = 830.80' N = 847920 E = 1660495 R/R SPIKE SET IN BASE OF 30" HICKORY TREE. BM BEING 40' SOUTHEAST OF THE END OF CANARY TRAIL. Y15 STATION 62+89.00 514' LEFT *************************************** *************************************** BM 11 ELEVATION = 837.73' N = 847303 E = 1658642 R/R SPIKE SET IN BASE OF 15" SWEET GUM. 40' NORTH OF PICNIC SHELTER IN THE SEDGE GARDEN RECREATION CENTER PARK. ALSON BEING 50' EAST OF SAND VOLLEYBALL COURT AND BEING 170' EAST OF EASTERN MOST EDGE OF ROBBINS ROAD. Y15 STATION 43+56.00 790' LEFT *************************************** *************************************** BM 12 ELEVATION = 955.58' N 855236 E 1661637 R/R SPIKE IN BASE OF 30" WILLOW OAK. 18' EAST OF INTERSECTION OF LINVILLE RD. AND LIVILLE AVE. TREE IS IN YARD OF 611 LINVILLE ROAD. Y4 STATION 16+43.00 1628' LEFT *************************************** *************************************** BM 13 ELEVATION = 871.63' N 849821 E 1667332 CHISELED "X" IN END OF 18" CONCRETE PIPE. 12' SOUTH OF JUBILEE TRAIL EDGE OF PAVEMENT. PIPE IS UNDER DRIVEWAY OF 1619 JUBILEE TRAIL. Y5B STATION 23+66.00 S 84°22'53.0" E Dist 927.10' *************************************** *************************************** BM 14 ELEVATION = 892.99' N 852609 E 1664828 R/R SPIKE SET IN BASE OF 18" OAK TREE. BENCH IS 520' EAST OF OAK GROVE CHURCH ROAD. BENCH IS IN BACK OF FIELD BEHIND ADDRESS 177 OAK GROVE CHURCH ROAD. L STATION 742+95.00 617' LEFT *************************************** *************************************** BM 15 ELEVATION = 838.80' N 849513 E 1662531 R/R SPIKE SET IN BASE OF 24" OAK TREE. 160 SOUTH- EAST OF CUL-DE-SAC OF DENNY DRIVE. Y15 STATION 84+26.00 1379' LEFT *************************************** *************************************** BM 16 ELEVATION = 878.72' N 859234 E 1664800 R/R SPIKE SET IN BASE OF 54" FORKED OAK TREE. BENCH IS IN EDGE OF WOODS BESIDE CULTIVATED FIELD. L STATION 692+33.00 N 14°46'52.9" E Dist 1934.01' ***************************************