Copyright (2000) GEOPAK Corporation =========== All rights reserved G E O P A K Project: 46375.1.1 Tip No: R-5703 L&S No: 02-15-057 County: LENOIR Subject: NC 148 (HARVEY PKWY) FROM NC58 TO NC11 - CONSTRUCT MULTI-LANE FACILITY ON NEW LOCATION Date: FEBRUARY-2016 Mapping Units: US Feet LOCATION & SURVEYS UNIT-PLYMOUTH FIELD OFFICE LOCATING ENGINEER: CASEY WHITLEY, PE (252-791-0295) ============================================================================== PROJECT DATUM DESCRIPTION: LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83/2011 STATE PLANE COORDINATES FOR (GPS MON) "P60"- N:574,939.107 (US FEET) E:2,435,346.942 (US FEET) USING AN AVERAGE COMBINED GRID FACTOR (GROUND TO GRID) OF 0.999876417. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL GRID DISTANCES, UNITS ARE "US FEET". VERTICAL DATUM IS NAVD 88. ============================================================================== NOTE: ALL -BL- POINTS ARE BASELINE NCDOT TRAVERSE MONUMENTS. ALL BASELINE POINTS ARE 30" #5 REBAR WITH ALUMINUM TRAVERSE CAPS. NO OTHER POINTS SHOWN ARE SET UNLESS NOTED. ALL DISTANCES SHOWN ARE GROUND DISTANCES IN SURVEY FEET UNLESS OTHERWISE STATED. ALL COORDINATES AND ELEVATIONS ARE IN SURVEY FEET UNLESS OTHERWISE NOTED. ============================================================================== BL2 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- R57031 GPS MON 576884.3880 2419433.0080 80.96 51+99.73 53.34 RT R57032 GPS MON 577263.0990 2420440.5110 83.43 62+83.43 55.73 RT BL20 BL-20 577493.7750 2421427.2730 85.67 72+93.50 137.30 RT BL21 BL-21 577672.9380 2422278.8000 81.11 81+59.08 226.64 RT BL22 BL-22 577903.6650 2423086.0280 76.53 89+98.21 253.35 RT BL23 BL-23 578133.2570 2424052.6590 75.85 99+98.12 323.99 RT BL24 BL-24 578521.5350 2425085.0750 74.37 111+05.37 208.60 RT BL25 BL-25 578985.7630 2426179.5270 71.27 122+79.22 29.50 RT BL26 BL-26 579318.1700 2426991.2340 67.28 131+54.23 0.40 RT BL27 BL-27 579691.5740 2427891.3170 66.93 141+28.69 1.48 LT BL28 BL-28 580034.9920 2428728.0440 63.17 150+30.87 26.53 LT BL29 BL-29 580296.9690 2429546.3010 62.25 158+52.37 178.58 LT BL30 BL-30 580079.8910 2430436.5550 64.13 167+30.29 83.54 LT BL31 BL-31 579845.3620 2431667.9070 68.73 179+57.27 289.80 LT BL32 BL-32 579631.8160 2432372.5940 64.81 187+21.11 329.73 LT BL33 BL-33 579420.2110 2433620.6920 61.79 200+41.67 297.45 LT BL34 BL-34 579353.1570 2434353.7970 54.89 207+77.69 312.20 LT BL35 BL-35 579295.2240 2434965.1260 42.39 213+91.67 322.49 LT BL36 BL-36 579233.3530 2435682.7750 42.66 221+11.75 340.67 LT BL37 BL-37 579193.6020 2436039.1090 62.45 224+70.29 340.72 LT BL38 BL-38 579086.6910 2437179.5260 62.56 236+22.00 358.79 LT BL39 BL-39 578906.2420 2438369.1210 62.09 248+35.17 250.48 LT R57035 GPS MON 578621.8430 2439142.4890 59.07 256+21.46 4.03 LT BL40 BL-40 578799.9820 2439900.0290 66.83 263+69.44 218.80 LT BL41 BL-41 578946.0680 2440689.8540 67.68 272+09.06 370.18 LT BL42 BL-42 578979.2720 2441651.4540 74.53 282+07.13 189.04 LT BL43 BL-43 579061.5680 2442437.3340 75.34 289+87.49 64.82 LT BL44 BL-44 579230.2110 2443421.7280 75.18 299+81.95 27.46 RT BL45 BL-45 579347.9260 2444091.5740 74.64 306+59.41 87.40 RT BL46 BL-46 579474.1040 2444811.9640 74.55 314+07.71 114.14 RT BL47 BL-47 579602.9250 2445824.9650 68.68 324+22.96 73.16 LT BL48 BL-48 579170.9910 2446727.7440 63.22 334+11.84 38.40 RT R57037 GPS MON 578731.5020 2447574.9400 56.27 343+61.33 135.17 RT R57038 GPS MON 577785.4340 2447463.7680 71.47 346+06.21 1055.74 RT BL49 BL-49 577734.7140 2448366.3140 63.54 357+78.82 647.43 RT BY850 BY8-50 577404.1950 2449319.5760 74.76 366+74.46 99.42 RT BY3 POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- EQR57033 578467.5970 2428973.6940 67.60 OUTSIDE PROJECT LIMITS R57034 GPS MON 579337.2810 2429761.3620 64.82 OUTSIDE PROJECT LIMITS EQBL30 580079.8910 2430436.5550 64.13 12+87.15 14.32 RT BY5 POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- R57036 GPS MON 577536.3870 2439106.2180 67.85 OUTSIDE PROJECT LIMITS EQR57035 578621.8430 2439142.4890 59.07 12+50.87 13.91 LT BY8 POINT DESC. NORTH EAST ELEVATION Y8 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BY847 BY8-47 576395.5020 2446900.8880 74.60 14+82.39 51.35 RT BY848 BY8-48 576667.6800 2447598.7460 73.45 22+31.44 54.77 RT BY849 BY8-49 576992.3870 2448420.3680 73.58 31+00.04 96.13 RT EQBY850 577404.1950 2449319.5760 74.76 40+73.29 251.46 RT BY851 BY8-51 578156.1420 2450138.3690 50.85 51+65.01 90.18 RT BY852 BY8-52 578996.4170 2450886.4890 36.10 62+76.48 51.69 RT BY853 BY8-53 579827.5550 2451631.0050 30.76 73+92.31 54.29 RT R57039 GPS MON 581276.9850 2452917.2470 34.31 OUTSIDE PROJECT LIMITS R570310 GPS MON 582108.2270 2453659.0310 34.32 OUTSIDE PROJECT LIMITS **************************************** BM10 ELEVATION = 76.99 N 577986 E 2422782 BL2 STATION 40+30.00 163 LEFT RR SPIKE IN BASE OF 24" PINE **************************************** **************************************** BM11 ELEVATION = 77.41 N 578300 E 2425417 BL1 STATION 8+85.00 104 RIGHT RR SPIKE IN BASE OF 36" OAK **************************************** **************************************** BM12 ELEVATION = 69.75 N 579932 E 2427837 BL2 STATION 94+77.00 243 LEFT RR SPIKE IN BASE OF 30" PINE **************************************** **************************************** BM13 ELEVATION = 68.35 N 580462 E 2430742 BL2 STATION 123+45.00 432 LEFT RR SPIKE IN BASE OF 24" CYPRESS **************************************** **************************************** BM14 ELEVATION = 64.40 N 579195 E 2436021 BL2 STATION 177+83.00 0 RIGHT RR SPIKE IN BASE OF 12" PINE **************************************** **************************************** BM15 ELEVATION = 58.69 N 578374 E 2439008 BL2 STATION 209+33.00 279 RIGHT RR SPIKE IN BASE OF 16" GUM **************************************** **************************************** BM16 ELEVATION = 76.43 N 579296 E 2444854 BL2 STATION 267+37.00 182 RIGHT RR SPIKE IN BASE OF 24" GUM **************************************** **************************************** BM17 ELEVATION = 56.38 N 579248 E 2447596 BL2 STATION 294+76.00 468 LEFT RR SPIKE IN BASE OF 18" PINE **************************************** **************************************** BM18 ELEVATION = 56.27 N 577312 E 2449300 BL2 STATION 5+00.00 N 89^10'44.57" E Dist 29870.28 RR SPIKE IN BASE OF 24" PINE **************************************** **************************************** BM19 ELEVATION = 34.24 N 579569 E 2451475 BL2 STATION 296+94.00 3989 LEFT RR SPIKE IN BASE OF 18" PINE **************************************** **************************************** BM20 ELEVATION = 36.96 N 581233 E 2452977 BL2 STATION 296+94.00 5953 LEFT RR SPIKE IN BASE OF 18" PINE **************************************** **************************************** BM11 ELEVATION = 77.41 N 578300 E 2425417 BL1 STATION 8+85.00 104 RIGHT RR SPIKE IN BASE OF 36" OAK **************************************** **************************************** BM21 ELEVATION = 68.06 N 574838 E 2433750 BL1 STATION 115+31.00 65 RIGHT RR SPIKE IN BASE OF 18" GUM **************************************** **************************************** BM22 ELEVATION = 61.25 N 573393 E 2435867 BL1 STATION 139+62.00 299 LEFT RR SPIKE IN BASE OF 24" PINE **************************************** **************************************** BM23 ELEVATION = 35.99 N 571052 E 2436838 BL1 STATION 167+59.00 3 LEFT RR SPIKE IN BASE OF 24" GUM **************************************** **************************************** BM24 ELEVATION = 77.30 N 569613 E 2437320 BL1 STATION 185+91.00 35 RIGHT RR SPIKE IN BASE OF 36" PINE **************************************** **************************************** BM25 ELEVATION = 75.31 N 567157 E 2437031 BL1 STATION 39+41.00 13572 RIGHT RR SPIKE IN BASE OF 36" OAK **************************************** **************************************** BM11 ELEVATION = 77.41 N 578300 E 2425417 BL1 STATION 8+85.00 104 RIGHT RR SPIKE IN BASE OF 36" OAK ****************************************