PROJECT:8.1602001 TIP: B-4095 PAGES 1 OF 3 ---- INDEX ---- DATA PAGE ------ ------ INDEX ---------------------------------------- 1 PERSONNEL PROJECT DESCRIPTION --------------- 1 PROJECT DATUM -------------------------------- 2 VERTICAL DATUM ------------------------------- 2 -BL- BASELINE ------------------------------- 2 _BY- BASELINE ------------------------------- 2 -TL- BASELINES ------------------------------- 2 BENCHMARK DESCRIPTIONS ----------------------- 3 DATASET DESCRIPTION ------------------------------------------ B4095 PROJECT DATA DIRECTORY B4095_LS_CONTROL_020703.TXT TEXT ALIGNMENT B4095_LS_BRL_020703.DGN GRAPHIC BASELINE FILE B4095_LS_GPK_020703.GPK GEOPAK PROJECT FILE B4095.PAN PANEL CONTROL B4095_LS_DTL_020703.DGN DTM FILE(MERGED W/ PHOTO.) B4095_LS_ELN_020703.DGN GRAPHIC EXISTING ALIGNMENT FILE B4095_LS_TNL_020703.TIN TIN FILE DISSOLVE OPTION= SIDE, LENGTH=100.00, STROKING=0.15/30.00 B4095_LS_BRL_020703.DGN PLANIMETRIC FILE(MERGED W/ PHOTO.) B4095_LS_PDF_020703.TXT POLE DATA FILE B4095_LS_POC_020703.MDB PROPERTY OWNER DATABASE ************** THIS DATASET NAME IS B4095 **************** PERSONNEL C. W. BROWN, PE, PLS TRANS. ENGR. MGR. II J. D. BURTON, PE, PLS TRANS. ENGR. MGR. I S. H. AUTRY PE, PLS TRANS. ENGR. SUPERVISOR II P. L. TUTTLE PE, PLS TRANS. ENGR. SUPERVISOR I B. N. FLIPPIN, EI TRANSPORTATION ENGINEER I T. G. BOVENDER, PLS TRANSPORTATION TECHNICIAN VI M. L. MOTSINGER, PLS TRANSPORTATION TECHNICIAN IV D. C. BODENHAMER, PLS TRANSPORTATION TECHNICIAN IV R. L. WAGONER, PLS TRANSPORTATION TECHNICIAN III C. D. BOYER TRANSPORTATION TECHNICIAN III R. L. RUCKMAN TRANSPORTATION TECHNICIAN II W. E. DAVIS TRANSPORTATION TECHNICIAN II R. M. MAIDEN TRANSPORTATION TECHNICAL AIDE II D. G. PECK TRANSPORTATION TECHNICAL AIDE II **************************************************************************************** ** NOTE: THIS IS AN ENGLISH PROJECT ** ** THIS PROJECT HAS PHOTOGRAMMETRY ASSISTANCE ** **************************************************************************************** PROJECT DESCRIPTION: BRIDGE #130 OVER ABBOTTS CREEK ON * US 29/70 AND I-85 BUSINESS LOOP * **************************************************************************************** NOTE: ALL POINTS ARE 30" REBAR WIITH SURVEY CAPS STAMPED ACCORDINGLY * UNLESS OTHERWISE NOTED. * **************************************************************************************** PROJECT DATUM: NAD 83 HORIZONTAL DATUM: THIS PROJECT WAS LOCALIZED FROM GPS MONUMENT "B4095-1" WITH AN AVERAGE COMBINED FACTOR OF 0.99989887 WITH COORDINATES AS FOLLOWS : NORTHING : 766347.109 FT EASTING : 1643604.137 FT *************************************************************************************** VERTICAL DATUM: NGVD 29 NOTE: ELEVATIONS ARE BASED ON GPS MONUMENT "B4095-1" WITH AN ELEVATION OF:690.62 FT. **************************************************************************************** Beginning chain BL description US 29/70 BUS. I-85 ============================================================================== BL-1 (GPS-1) N 766,347.1100 E 1,643,604.1380 Sta. 5+00.00 ELEV. = 690.62 Course from 1 to 2 N 48^ 33' 21.5" E Dist 1,799.82 BL-2 (GPS-2) N 767,538.3920 E 1,644,953.2910 Sta. 22+99.82 = BY1 11+63.82 ELEV. = 669.44 Course from 2 to 23 N 53^ 00' 17.0" E Dist 393.22 Point 23 N 767,775.0130 E 1,645,267.3505 Sta. 26+93.05 = (NOT SET) TL 8+41.12 Course from 23 to 3 N 53^ 00' 17.0" E Dist 152.69 BL-3 N 767,866.8920 E 1,645,389.3000 Sta. 28+45.73 ELEV. = 668.85 Course from 3 to 4 N 64^ 35' 24.8" E Dist 423.55 BL-4 N 768,048.6320 E 1,645,771.8750 Sta. 32+69.28 ELEV. = 669.74 Course from 4 to 5 N 47^ 11' 24.1" E Dist 642.77 BL-5 N 768,485.4370 E 1,646,243.4170 Sta. 39+12.05 ELEV. = 678.44 ============================================================================== Ending chain BL description **************************************************************************************** * BY1 * **************************************************************************************** Beginning chain BY1 description ============================================================================== BY1-6 N 767,699.7550 E 1,644,309.3790 Sta. 5+00.00 ELEV. = 692.67 Course from 6 to 2 S 75^ 55' 53.5" E Dist 663.82 BL-2 (GPS-2) N 767,538.3920 E 1,644,953.2910 Sta. 11+63.82 = BL 22+99.82 ELEV. = 669.44 ============================================================================== Ending chain BY1 description **************************************************************************************** * BY2 * **************************************************************************************** Beginning chain BY2 description ============================================================================== BL-4 N 768,048.6320 E 1,645,771.8750 Sta. 5+00.00 = BY2 32+69.28 ELEV. = 669.74 Course from 4 to 7 S 72^ 36' 01.7" E Dist 378.82 BY2-7 N 767,935.3530 E 1,646,133.3590 Sta. 8+78.82 ELEV. = 681.35 ============================================================================== Ending chain BY2 description **************************************************************************************** * ALL T-LINE POINTS ARE 30" REBAR * **************************************************************************************** * T1 ABBOTTS CREEK * **************************************************************************************** * CAUTION * * THIS -T- LINE IS A SECONDARY TRAVERSE ONLY AND SHOULD NOT BE USED FOR * * CONSTRUCTION OF COMPLEX STRUCTURES. FOR MORE INFORMATION PLEASE CONTACT * * LOCATING ENGINEER IN CHARGE OF SURVEYS. * **************************************************************************************** Beginning chain TL description ============================================================================== T1-10 N 768,083.7360 E 1,645,140.9240 Sta. 5+00.00 ELEV. = 647.07 Course from 10 to 11 S 34^ 05' 30.2" E Dist 173.69 T1-11 N 767,939.8940 E 1,645,238.2820 Sta. 6+73.69 ELEV. = 650.41 Course from 11 to 20 S 9^ 59' 54.7" E Dist 167.42 T1-20 N 767,775.0130 E 1,645,267.3505 Sta. 8+41.12 (NO POINT SET) -BL- 26+93.05 Course from 20 to 12 S 9^ 59' 54.7" E Dist 105.77 T1-12 N 767,670.8504 E 1,645,285.7145 Sta. 9+46.89 ELEV. = 648.78 Course from 12 to 13 S 49^ 12' 11.6" E Dist 123.23 T1-13 N 767,590.3318 E 1,645,379.0068 Sta. 10+70.12 ELEV. = 651.06 Course from 13 to 14 S 54^ 25' 22.8" W Dist 105.72 T1-14 N 767,528.8242 E 1,645,293.0210 Sta. 11+75.84 ELEV. = 645.43 Course from 14 to 15 N 85^ 14' 00.4" W Dist 86.13 T1-15 N 767,535.9816 E 1,645,207.1851 Sta. 12+61.97 ELEV. = 648.17 Course from 15 to 16 S 38^ 20' 24.3" W Dist 179.60 T1-16 N 767,395.1147 E 1,645,095.7750 Sta. 14+41.57 ELEV. = 650.45 ============================================================================== Ending chain TL description **************************************************************************************** BENCHMARK DESCRIPTIONS NGVD 29 (ELEVATION FOR GPS "B4095-1" WAS HELD.) BM# ELEV DESCRIPTION ---- -------- ----------------------------------------------------- 1 689.33 R/R SPIKE SET IN BASE OF 18" MAPLE. 35' RT. OF NORTH EDGE OF S. BOUND US 29/70 BUS. 85. -BL- STA. 12+62 70' LT N 766904 E 1644129 2 691.77 R/R SPIKE SET IN BASE OF 30" FORKED BERCH. 40' RT OF SOUTH EDGE OF N. BOUND US 29/70 BUS. 85. -BL- STA. 40+68 99' RT. N 768519 E 1646425 ==============================================================================