BY9 POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 179 BY9-179 887007.3630 1723691.7240 877.94 OUTSIDE PROJECT LIMITS 180 BY9-180 886954.7360 1724347.9480 845.81 14+28.86 61.34 RT A84 BL-84 886920.4770 1725098.6460 845.86 21+28.37 287.63 RT 181 BY9-181 886891.1590 1725461.9260 841.38 24+67.20 421.88 RT 182 BY9-182 887197.0160 1726046.0280 784.34 31+15.21 300.17 RT 183 BY9-183 887573.6260 1726676.7300 817.29 38+28.46 124.41 RT BY10 POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 184 BY10-184 893956.6670 1723190.0760 909.17 OUTSIDE PROJECT LIMITS 185 BY10-185 894085.4330 1723844.3110 910.60 OUTSIDE PROJECT LIMITS 186 BY10-186 894009.5820 1724510.3060 915.81 10+05.99 19.15 RT 187 BY10-187 894062.4550 1724821.5930 916.41 13+19.05 21.96 LT 188 BY10-188 894039.2970 1725199.6750 911.56 16+95.99 15.43 RT 189 BY10-189 893796.6600 1725629.4510 900.14 21+16.32 274.09 RT A96 BL-96 893902.2480 1726244.5550 902.03 27+34.96 191.75 RT 190 BY10-190 894103.0990 1726861.2340 909.87 33+57.95 17.92 RT 191 BY10-191 894259.5100 1727573.9200 925.60 40+85.73 12.12 RT 13 R2413-13 894675.5420 1728368.6760 907.92 OUTSIDE PROJECT LIMITS 14 R2413-14 895341.1140 1729168.7860 919.92 OUTSIDE PROJECT LIMITS BY11 POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- A13 R2413-13 894675.5420 1728368.6760 907.92 OUTSIDE PROJECT LIMITS 192 BY11-192 894309.8320 1728116.9400 912.65 OUTSIDE PROJECT LIMITS 193 BY11-193 893803.0110 1728054.2770 903.19 OUTSIDE PROJECT LIMITS 194 BY11-194 893184.1080 1728215.4050 896.31 43+38.64 1238.45 RT BY12 POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 195 BY12-195 899263.4380 1727563.4720 848.44 OUTSIDE PROJECT LIMITS 196 BY12-196 898763.9200 1727783.0640 857.46 OUTSIDE PROJECT LIMITS 197 BY12-197 898145.8410 1728317.9930 868.35 11+67.37 12.91 RT A104 BL-104 897725.1970 1728749.4520 872.69 17+68.33 20.30 LT 198 BY12-198 897181.7930 1729000.9620 889.92 23+64.54 14.67 LT 199 BY12-199 896699.9140 1729138.8590 904.73 OUTSIDE PROJECT LIMITS 200 BY12-200 896149.1020 1729194.1250 912.48 OUTSIDE PROJECT LIMITS BY13 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- A115 BL-115 902310.4050 1730769.0430 798.40 93+10.10 39892.94 LT 201 BY13-201 901776.2430 1730966.6180 825.00 93+10.10 39465.21 LT 16 R2413-16 901192.9020 1731206.0020 835.02 520+10.19 776.54 RT 15 R2413-15 900361.3440 1731530.6330 850.42 513+33.20 1358.40 RT **************************************** BM22 ELEVATION = 866.46 N 887336 E 1724820 L STATION 365+31.00 370 LEFT R/R SPIKE IN BASE OF 17-INCH MAPLE **************************************** **************************************** BM23 ELEVATION = 787.99 N 888495 E 1725833 L STATION 378+98.00 339 RIGHT R/R SPIKE IN BASE OF 21-INCH SWEET GUM **************************************** **************************************** BM24 ELEVATION = 845.56 N 890222 E 1726099 L STATION 396+05.00 287 RIGHT R/R SPIKE IN BASE OF TRIPLE GUM **************************************** **************************************** BM25 ELEVATION = 827.22 N 892194 E 1726134 L STATION 415+48.00 260 RIGHT R/R SPIKE IN BASE OF 23-INCH DOUBLE MAPLE **************************************** **************************************** BM26 ELEVATION = 872.69 N 895562 E 1726912 L STATION 450+63.00 328 LEFT R/R SPIKE IN BASE OF 14-INCH RED OAK **************************************** **************************************** BM27 ELEVATION = 877.38 N 897235 E 1728005 L STATION 470+61.00 345 LEFT R/R SPIKE IN BASE OF 16-INCH WHITE OAK **************************************** **************************************** BM28 ELEVATION = 866.66 N 898241 E 1728703 L STATION 482+85.00 322 LEFT R/R SPIKE IN BASE OF 15-INCH WHITE OAK **************************************** **************************************** BM29 ELEVATION = 852.05 N 900007 E 1729595 L STATION 503+57.00 351 LEFT R/R SPIKE IN BASE OF 10-INCH PINE **************************************** **************************************** BM30 ELEVATION = 801.91 N 901229 E 1730082 L STATION 516+72.00 296 LEFT R/R SPIKE IN BASE OF 23-INCH SWEET GUM **************************************** **************************************** BM42 ELEVATION = 908.95 N 893994 E 1723485 L STATION 426+51.00 2632 LEFT R/R SPIKE IN BASE OF 17-INCH MAPLE **************************************** **************************************** BM43 ELEVATION = 913.52 N 893585 E 1724920 L STATION 426+47.00 1140 LEFT R/R SPIKE IN BASE OF 10-INCH PINE **************************************** **************************************** BM44 ELEVATION = 904.16 N 894413 E 1725132 L STATION 433+00.00 1229 LEFT R/R SPIKE IN BASE OF 18-INCH OAK **************************************** **************************************** BM45 ELEVATION = 883.26 N 894198 E 1725503 L STATION 432+69.00 802 LEFT R/R SPIKE IN BASE OF 17-INCH WHITE OAK **************************************** **************************************** BM46 ELEVATION = 918.71 N 895006 E 1728887 L STATION 456+95.00 1624 RIGHT R/R SPIKE IN BASE OF 10-INCH PINE **************************************** **************************************** BM47 ELEVATION = 900.60 N 893396 E 1728204 L STATION 439+75.00 1948 RIGHT R/R SPIKE IN BASE OF 14-INCH PINE **************************************** **************************************** BM48 ELEVATION = 856.77 N 898868 E 1727784 L STATION 482+97.00 1435 LEFT R/R SPIKE IN BASE OF 12-INCH PINE **************************************** **************************************** BM49 ELEVATION = 908.92 N 896052 E 1729279 L STATION 467+82.00 1371 RIGHT R/R SPIKE IN BASE OF 12-INCH PINE ****************************************