STATE OF MISSISSIPPI 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD BATESVILLE CBL MISSISSIPPI PANOLA N340893 BROOKHAVEN CBL MISSISSIPPI LINCOLN N310901 GREENWOOD CBL MISSISSIPPI LEFLORE N330901 GULFPORT CBL MISSISSIPPI HARRISON N300892 HATTIESBURG MISSISSIPPI FORREST N310892 HATTIESBURG 2 CBL MISSISSIPPI FORREST N310892 JACKSON (1976, 1986 REMEASURED) MISSISSIPPI HINDS N320903 MISSISSIPPI STATE UNIVERSITY CBL MISSISSIPPI OKTIBBEHA N330883 NEWTON CBL MISSISSIPPI NEWTON N320892 STARKVILLE CBL (1978, 1991 REMEASURED) MISSISSIPPI OKTIBBEHA N330883 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340893 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BATESVILLE CBL MISSISSIPPI SILVER SPRING MD 20910 - SEPTEMBER 18, 1996 PROJECT ACCESSION NUMBER: 15705 PANOLA COUNTY NEAREST TOWN: BATESVILLE LIST OF ADJUSTED DISTANCES (SEPTEMBER 9, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1996 85.568 150 M 1996 82.951 150.0066 150.0294 0.1 0 M 1996 85.568 430 M 1996 80.941 430.0068 430.0317 0.2 0 M 1996 85.568 1590 M 1996 84.494 1590.0827 1590.0831 0.2 150 M 1996 82.951 430 M 1996 80.941 280.0002 280.0074 0.1 150 M 1996 82.951 1590 M 1996 84.494 1440.0759 1440.0767 0.2 430 M 1996 80.941 1590 M 1996 84.494 1160.0754 1160.0808 0.1 DESCRIPTION OF BATESVILLE BASE LINE YEAR MEASURED: 1996 LATITUDE: 34 19 33 LONGITUDE: 089 49 28 AZIMUTH: 90 DEGREES TRUE NORTH CHIEF OF PARTY: DDR THE BASE LINE IS LOCATED 7 MILES EAST OF BATESVILLE, IN THE MEDIAN OF STATE HIGHWAY 6, IN SECTION 3, T 9S, R 6W. IT IS AN EAST-WEST BASE LINE IN AZIMUTH OF 90 DEGREES FROM THE O-M POINT. IT CONSISTS OF O M, 150 M, 430 M, AND 1590 M, POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1590 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. TO REACH THE 0 METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY 6 (EXIT 243) ON THE EAST EDGE OF BATESVILLE, GO EAST ON STATE HIGHWAY 6 FOR 5.7 MILE (9.2 KM) TO THE ROSEHILL BAPTIST CHURCH, A CROSSOVER, AND THE 0 METER POINT ON THE LEFT IN MEDIAN. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1996" SET IN THE TOP OF A 35 CM ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 18.5 M (60.7 FT) EAST OF A COTTON SPINDLE IN CENTER OF THE CROSSOVER, 14.4 M (47.2 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY 6, 7.0 M (23.0 FT) SOUTHEAST OF THE EAST END OF CONCRETE CULVERT AND 4.4 M (14,4 FT) SOUTH OF THE CENTER OF GRASS MEDIAN. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1996" SET IN TOP OF A 35 CM ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 14.4 M (47.2 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY 6, 19.75 M (64.80 FT) SOUTH OF SOUTH EDGE OF PAVEMENT OF WEST BOUND LANES OF HIGHWAY 6, 44.75 M (146.82 FT) WEST OF THE NORTHWEST END OF 24 INCH CONCRETE PIPE CULVERT UNDER EAST BOUND LANES AND 4.4 M (14,4 FT) SOUTH OF THE CENTER OF GRASS MEDIAN. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "430 M 1996" SET IN TOP OF A 35 CM ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 14.4 M (47.2 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY 6, 14.8 M (48.6 FT) EAST OF THE NORTHEAST CORNER OF CONCRETE BOX CULVERT AND 4.4 M (14.4 FT) SOUTH OF THE CENTER OF GRASS MEDIAN. THE 1590-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1590 M 1996" SET IN TOP OF A 35 CM ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 24.5 M (80.4 FT) WEST OF A COTTON SPINDLE IN THE CENTER OF PAVED CROSSOVER, 19.6 M (64.3 FT) SOUTH OF THE SOUTH EDGE OF WEST BOUND LANES OF HIGHWAY 6, AND 14.4 M (47.2 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY 6. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. 1THIS CBL WAS ESTABLISHED IN CONJUNCTION WITH MAPS, MSU, MDOT, NGS AND MR. MONROE SHORT. FOR INFORMATION PLEASE CONTACT MISSISSIPPI DEPARTMENT OF TRANSPORTATION AT 601-563-4541. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N310901 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BROOKHAVEN CBL MISSISSIPPI SILVER SPRING MD 20910 - SEPTEMBER 18, 1996 PROJECT ACCESSION NUMBER: 15705 LINCOLN COUNTY NEAREST TOWN: BROOKHAVEN LIST OF ADJUSTED DISTANCES (SEPTEMBER 9, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 138.377 150 135.217 150.0125 150.0458 0.1 0 138.377 430 136.142 429.9955 430.0013 0.2 0 138.377 1400 144.103 1400.0015 1400.0132 0.3 150 135.217 430 136.142 279.9829 279.9845 0.1 150 135.217 1400 144.103 1249.9886 1250.0202 0.2 430 136.142 1400 144.103 970.0055 970.0382 0.1 DESCRIPTION OF BROOKHAVEN BASE LINE YEAR MEASURED: 1996 LATITUDE: 31 33 02 LONGITUDE: 090 25 54 AZIMUTH: 75 DEGREES TRUE NORTH CHIEF OF PARTY: DDR THE BASE LINE IS LOCATED ABOUT 3 MILES (4.8 KM) SOUTHEAST OF BROOKHAVEN ON THE SOUTH SIDE OF U.S. HIGHWAY 84 IN SECTIONS 28 AND 29, T7N, R8E, WASHINGTON P.M. THE BASE LINE IS AN EAST-WEST BASE LINE CONSISTING OF 0, 150, 430 AND 1400-METER POINTS WITH THE 0-METER POINT AT THE WEST END. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. THE BASE LINE IS SITUATED ON STATE OWNED RIGHT-OF-WAY OF U.S. HIGHWAY 84. NOTE, ALL HIGHWAY STATIONS USED AS REFERENCES ARE STAMPED IN THE SOUTH EDGE OF CONCRETE PAVEMENT OF HIGHWAY AT 100-FOOT INTERVALS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 84 AND INTERSTATE HIGHWAY 55 (EXIT 38), 3.5 MILES (5.6 KM) SOUTHWEST OF BROOKHAVEN, GO EAST FOR 1.3 MILES (2.1 KM) ON U.S. HIGHWAY 84 TO THE JUNCTION OF U.S. HIGHWAY 51. CONTINUE EAST ON U.S. HIGHWAY 84 FOR 2.2 MILES (3.5 KM) TO THE JUNCTION OF STATE HIGHWAY 583 SOUTH. CONTINUE EAST ON U.S. HIGHWAY 84 FOR 0.3 MILE (0.5 KM) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "O M 1995" SET IN TOP OF A 25 CM ROUND CONCRETE POST, RECESSED 10 CM BELOW SURFACE OF GROUND. IT IS OPPOSITE STATION 256+48, 15.9 METERS (52.2 FT) EAST OF STATION 256, 16.5 METERS (54.1 FT) WEST SOUTHWEST OF STATION 257, 9.7 METERS (31.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 84, 25.2 METERS (82.7 FT) EAST OF A BERM, 24.2 METERS (79.4 FT) NORTH OF A MDOT WITNESS SIGN AND FENCE. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "150 M 1995" SET IN TOP OF A 25 CM ROUND CONCRETE POST, RECESSED 10 CM BELOW THE SURFACE OF GROUND. IT IS OPPOSITE STATION 261+40, 13.8 METERS (45.3 FT) EAST OF STATION 261, 19.0 METERS (62.3 FT) WEST SOUTHWEST OF STATION 262, 9.7 METERS (31.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY, 22.4 METERS (73.5 FT) NORTH NORTHEAST OF THE EAST END OF AN 18 INCH CMP UNDER A BERM, 29.1 METERS NORTH OF A MDOT WITNESS POST AND WOODS LINE. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "430 M 1995" SET IN TOP OF A 25 CM ROUND CONCRETE POST, RECESSED 10 CM BELOW THE SURFACE OF GROUND. IT IS OPPOSITE STATION 270+58, 19.2 METERS (63.0 FT) EAST OF STATION 270, 13.7 METERS (44.9 FT) WEST SOUTHWEST OF STATION 271, 9.7 METERS (31.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY, 22.1 METERS (72.5 FT) SOUTH SOUTHWEST OF THE CENTER OF DROP INLET, 14.4 METERS (47.2 FT) EAST OF A RAMP AND CROSSOVER, 10.0 METERS (32.8 FT) NORTHEAST OF EAST END OF 18 INCH CMP UNDER BERM, 28.4 METERS (93.2 FT) NORTH OF A MDOT WITNESS SIGN AND WOODS LINE. 1THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "1400 M 1995" SET IN TOP OF A 25 CM ROUND CONCRETE POST, RECESSED 10 CM BELOW THE SURFACE OF GROUND. IT IS OPPOSITE STATION 302+43, 14.3 METERS (46.9 FT) EAST OF STATION 302, 9.7 METERS (31.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY, 18.4 METERS (60.4 FT) WEST SOUTHWEST OF STATION 303, AND 16.6 METERS (54.5 FT) NORTH OF A MDOT WITNESS SIGN AND WOODS LINE. THIS CBL WAS ESTABLISHED IN CONJUNCTION WITH MAPS, MSU, AND MDOT. FOR INFORMATION CONTACT MISSISSIPPI DEPARTMENT OF TRANSPORTATION AT (601) 833-8300. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330901 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: GREENWOOD CBL MISSISSIPPI SILVER SPRING MD 20910 - JULY 29, 1997 PROJECT ACCESSION NUMBER: 15705 LEFLORE COUNTY NEAREST TOWN: GREENWOOD LIST OF ADJUSTED DISTANCES (JULY 17, 1997) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1997 39.569 150 M 1997 39.524 150.0853 150.0853 0.1 0 M 1997 39.569 430 M 1997 39.687 430.0317 430.0317 0.1 0 M 1997 39.569 1350 M 1997 39.517 1349.9565 1349.9565 0.2 150 M 1997 39.524 430 M 1997 39.687 279.9464 279.9465 0.1 150 M 1997 39.524 1350 M 1997 39.517 1199.8712 1199.8712 0.1 430 M 1997 39.687 1350 M 1997 39.517 919.9248 919.9248 0.1 DESCRIPTION OF GREENWOOD BASE LINE YEAR MEASURED: 1997 LATITUDE: 33 31 33 LONGITUDE: 090 16 09 AZIMUTH: 270 DEGREES TRUE NORTH CHIEF OF PARTY: DDR THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF GREENWOOD ON THE NORTH SIDE OF U.S. HIGHWAY 82 IN THE CENTER OF SECTION 11, T19N, R1W, 4.0 KM (2.5 MI) WEST OF U.S. HIGHWAY 49E LEADING NORTH, 1.6 KM SOUTHWEST OF PILLOW ACADEMY AND 0.5 KM (0.3 MI) SOUTHEAST OF THE LEFLORE COUNTY COUNTRY CLUB. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 430, AND 1350 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE JUNCTION WHERE U.S. HIGHWAY 49E EXITS NORTH FROM U.S. HIGHWAY 82 LOCATED 6.4 KM (4.0 MI) WEST OF GREENWOOD, GO WEST ON U.S. HIGHWAY 82 FOR 1.1 KM (0.7 MI) TO TRAFFIC LIGHT AND ENTRANCE TO PILLOW ACADEMY, CONTINUE WEST ON U.S. HIGHWAY 82 FOR 1.1 KM (0.7 MI) TO A FOREST LOOKOUT TOWER ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAY 82 FOR 0.6 KM (0.35 MI) TO A TV MAST AND THE 0-METER POINT ON THE RIGHT AT THE NORTH SHOULDER OF NORTH FRONTAGE ROAD (OLD U.S. HIGHWAY 82) FOR PRESENT U.S. HIGHWAY 82. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1997" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 31.6 KM (103.7 FT) EAST OF THE EAST END OF A 15-INCH CORRUGATED METAL PIPE UNDER TURNOUT TO NORTH, 27.6 M (87.6 FT) EAST-SOUTHEAST OF A POWER POLE, 25.6 M (84.0 FT) WEST OF A "ROAD CLOSED" SIGN AT EAST END OF OLD U.S. HIGHWAY 82, 22.5 M (73.8 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF U.S. HIGHWAY 82 AND 4.7 M (15.4 FT) NORTH OF THE CENTER OF OLD U.S. HIGHWAY 82 (NOW NORTH FRONTAGE ROAD) ON PROJECTED CENTERLINES OF TWO CROSSOVERS (NEW HIGHWAY 82 AND OLD HIGHWAY 82). THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1997" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 100.0 M (328.1 FT) SOUTHWEST OF A TV MAST, 23.4 M (76.8 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF U.S. HIGHWAY 82, 23.2 M (76.1 FT) WEST OF THE NORTH END OF A 36-INCH CORRUGATED METAL PIPE UNDER OLD U.S. HIGHWAY 82 AND 4.2 M (13.8 FT) NORTH OF THE CENTER OF OLD U.S. HIGHWAY 82 (NOW NORTH FRONTAGE ROAD. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1997" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 109.6 M (359.6 FT) WEST OF THE ENTRANCE TO THE LEFLORE COUNTY COUNTRY CLUB, 79.0 M (259.2 FT) WEST OF THE NORTH END OF A 24-INCH BOX CULVERT UNDER OLD U.S. HIGHWAY 82, 25.6 M (84.0 FT) SOUTHWEST OF A POWER POLE WITH GUY WIRE AND TRANSFORMER, 22.6 M (74.0 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF U.S. HIGHWAY 82 AND 4.22 M (13.8 FT) NORTH OF THE CENTER OF NORTH FRONTAGE ROAD (OLD U.S. HIGHWAY 82). 1THE 1350-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1350 M 1997" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 130.1 M (426.8 FT) EAST OF THE INTERSECTION OF NORTH FRONTAGE ROAD (OLD U.S. HIGHWAY 82) AND 115KV POWER LINE, 66.5 M (218.2 FT) EAST OF PROJECTED CENTER OF TURN ROAD NORTH, 22.3 M (73.2 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF U.S. HIGHWAY 82 AND 4.15 M (13.6 FT) NORTH OF THE CENTER OF NORTH FRONTAGE ROAD (OLD U.S. HIGHWAY 82). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MISSISSIPPI ASSOCIATION OF PROFESSIONAL SURVEYORS, MISSISSIPPI STATE UNIVERSITY, AND BUNCH ENGINEERING. FOR MORE INFORMATION PLEASE CONTACT BOB BUNCH, P.O. BOX 160, GREENWOOD, MISSISSIPPI 38935 OR PHONE: 601-453-3086. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N300892 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: GULFPORT CBL MISSISSIPPI SILVER SPRING MD 20910 - SEPTEMBER 18, 1996 PROJECT ACCESSION NUMBER: 15705 HARRISON COUNTY NEAREST TOWN: GULFPORT LIST OF ADJUSTED DISTANCES (SEPTEMBER 10, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1996 7.721 150 M 1996 7.891 150.0022 150.0023 0.1 0 M 1996 7.721 430 M 1996 7.912 429.9946 429.9946 0.1 0 M 1996 7.721 1200 M 1996 7.548 1199.9848 1199.9848 0.2 150 M 1996 7.891 430 M 1996 7.912 279.9924 279.9924 0.1 150 M 1996 7.891 1200 M 1996 7.548 1049.9826 1049.9827 0.1 430 M 1996 7.912 1200 M 1996 7.548 769.9902 769.9903 0.1 DESCRIPTION OF GULFPORT BASE LINE YEAR MEASURED: 1996 LATITUDE: 30 22 22 LONGITUDE: 089 04 40 AZIMUTH: 75 DEGREES TRUE NORTH THE BASE LINE IS LOCATED ALONG THE NORTHERN RIGHT-OF-WAY OF THE L AND N RAILROAD, IN GULFPORT, MS. IT IS AN EAST-WEST LINE IN AZIMUTH OF ABOUT 75 DEGREES WITH THE O-METER POINT BEING AT THE WEST END. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1200 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. TO REACH 0-METER POINT FROM THE JUNCTION OF I-10 AND U.S. HIGHWAY 49 (EXIT 34), ABOUT 4 MILES (6.4 KM) NORTH OF THE CENTER OF GULFPORT, GO SOUTH ON U.S. HIGHWAY 49 FOR 3.9 MI TO THE JUNCTION OF 19TH STREET, TURN LEFT AND GO EAST ON 19TH STREET FOR 0.4 MI TO THE JUNCTION OF 20TH AVE, TURN RIGHT AND GO SOUTH ON 20TH AVE FOR 0.1 MI TO THE L AND N RAILROAD TRACKS AND THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "0 M 1996" SET IN THE TOP OF A 30 CM DIAMETER CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND. IT IS 20.5 M (67.3 FT) NORTHEAST OF RAILROAD SIGNAL IN SOUTHEAST QUADRANT OF RAILROAD CROSSING, 17.5 M (57.4 FT) EAST OF THE CENTER OF 20TH AVE, 8.7 M (28.5 FT) SOUTH OF CENTER OF EAST RAILROAD STREET, 8.4 M (27.6 FT) SOUTHWEST OF A TELEGRAPH POLE AND 6.9 M (22.6 FT) NORTH OF THE NORTH RAIL OF A SINGLE RAILROAD TRACK. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "150 M 1996" SET IN TOP OF A 30 CM DIAMETER CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND. IT IS ABOUT MIDWAY BETWEEN 18TH AND 19TH STREETS AND IN LINE WITH AN ALLEY LEADING NORTH. IT IS 11.1 M (36.4 FT) SOUTH SOUTHWEST OF A SEWER MANHOLE COVER IN CENTER OF EAST RAILROAD STREET, 6.8 M (22.3 FT) NORTH OF THE NORTH RAIL OF RAILROAD TRACK AND 6.2 M (20.3 FT) SOUTHWEST OF A TELEGRAPH POLE. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "430 M 1996" SET IN THE TOP OF A 30 CM DIAMETER CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND. IT IS 14.6 M (47.9 FT) SOUTHEAST OF A POWER POLE WITH WIRES IN THREE DIRECTIONS, 12.5 M (41.0 FT) SOUTHWEST OF A 24 INCH OAK TREE, 12.4 M (40.7 FT) SOUTH OF THE CENTER OF EAST RAILROAD STREET, 6.9 M (22.6 FT) NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 4.9 M (16.1 FT) SOUTHEAST OF A TELEGRAPH POLE. 1THE 1200-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "1200 M 1996" SET IN THE TOP OF A 30 CM DIAMETER CONCRETE POST, FLUSH WITH THE GROUND. IT IS 29.3 M (96.1 FT) WEST SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 14.4 M (47.2 FT) SOUTH OF THE CENTER OF EAST RAILROAD STREET, 10.8 M (35.4) SOUTH SOUTHWEST OF A FIRE HYDRANT, 6.9 M (22.6 FT) NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 6.6 M (21.7 FT) SOUTHWEST OF A TELEGRAPH POLE AND 6.1 M (20.0 FT) EAST OF THE PROJECTED CENTERLINE OF BULLIS AVE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH MAPS, MSU, AND JAMES R. CLARKE AND ASSOCIATES. FOR MORE INFORMATION PLEASE CONTACT BUDDY CLARKE AT 601-868-1121. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N310892 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HATTIESBURG MISSISSIPPI ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15705 FORREST COUNTY NEAREST TOWN: HATTIESBURG LIST OF ADJUSTED DISTANCES (FEBRUARY 26, 1988) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 77.663 150 76.467 149.9936 149.9984 0.1 0 77.663 430 72.051 430.0003 430.0369 0.2 0 77.663 1050 80.348 1050.0030 1050.0064 0.3 150 76.467 430 72.051 280.0067 280.0415 0.2 150 76.467 1050 80.348 900.0092 900.0176 0.3 430 72.051 1050 80.348 620.0021 620.0576 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE. REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF HATTIESBURG BASE LINE YEAR MEASURED: 1988 LATITUDE: 30 22 22 LONGITUDE: 089 04 40 AZIMUTH: 75 DEGREES TRUE NORTH CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED SOUTHEAST OF HATTIESBURG, 1.4 KM (0.9 MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 49 AND 98, AND IS PARALLEL TO AND NORTH OF STATE HIGHWAY 98 ALONG THE SOUTH EDGE OF A PAVED FRONTAGE ROAD. TO REACH THIS BASE LINE FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 98, GO NORTH ON STATE HIGHWAY 49 FOR 0.3 KM (0.2 MI) TO THE FRONTAGE ROAD ON THE RIGHT. TURN RIGHT AND GO EAST ON THE FRONTAGE ROAD FOR 1.4 KM (0.85 MI) TO THE 0 METER POINT ON THE RIGHT. THIS BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT CONSISTS OF MARKS AT THE 0, 150, 430 AND 1050 METER POINTS. ALL MARKS ARE SET ON LINE AND PARALLEL TO THE FRONTAGE ROAD. THERE IS ALSO A 100 FOOT TAPING STATION 100 FEET WEST OF THE 0 METER POINT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "0 M 1988", SET IN THE TOP OF A 50 CM (19.7 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METERS (3.3. FT) NORTH OF A WITNESS POST, 22.2 METERS (72.8 FT) NORTH OF A WIRE RIGHT OF WAY FENCE, AND 7.7 METERS (25.3 FT) SOUTH OF THE PAVED FRONTAGE ROAD CENTERLINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC,STAMPED "150 M 1988", SET IN THE TOP OF A 50 CM (19.7 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 0.9 METERS (3.0 FT) NORTH OF A WITNESS POST, 12.5 METERS (41.0 FT) NORTH OF A WIRE RIGHT OF WAY FENCE, AND 7.6 METERS (24.9 FT) SOUTH OF THE PAVED FRONTAGE ROAD CENTERLINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "430 M 1988", SET IN THE TOP OF A 50 CM (19.7 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.3 METERS (4.3 FT) NORTH OF A WITNESS POST, 1.5 METERS (4.9 FT) NORTH OF A WIRE RIGHT OF WAY FENCE, AND 7.9 METERS (25.9 FT) SOUTH OF THE PAVED FRONTAGE ROAD CENTERLINE. THE 1050 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "1050 M 1988", SET IN THE TOP OF A 50 CM (19.7 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 0.84 METERS (2.7 FT) NORTH OF A WITNESS POST, 0.85 METERS (2.8 FT) NORTH OF A WIRE RIGHT OF WAY FENCE, AND 8.3 METERS (27.2 FT) SOUTH OF THE PAVED FRONTAGE ROAD CENTERLINE. A TAPE CALIBRATION STATION WAS SET AT 100.0 FEET AND IS LOCATED ON LINE AND WEST OF THE 0 METER POINT. MARK TO MARK DISTANCE IS 100.0 FEET. USER NOTES: ALL CBL POINT ELEVATIONS ARE FOR BASE LINE USE ONLY. CARE SHOULD BE TAKEN TO PLUMB OVER POINTS. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH FORREST COUNTY. FOR FURTHER INFORMATION, PLEASE CONTACT MR. RICHARD SIMMONS, FORREST COUNTY ENGINEER, P.O. BOX 1507, HATTIESBURG, MS., 39401, TELEPHONE (601) 583-3535. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N310892 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HATTIESBURG 2 CBL MISSISSIPPI SILVER SPRING MD 20910 - JULY 29, 1997 PROJECT ACCESSION NUMBER: 15705 FORREST COUNTY NEAREST TOWN: HATTIESBURG LIST OF ADJUSTED DISTANCES (JULY 17, 1997) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0M 1997 42.605 150M 1997 42.110 150.0439 150.0447 0.1 0M 1997 42.605 430M 1997 41.908 429.9988 429.9994 0.2 0M 1997 42.605 1366M 1997 46.709 1366.2699 1366.2760 0.2 150M 1997 42.110 430M 1997 41.908 279.9550 279.9550 0.1 150M 1997 42.110 1366M 1997 46.709 1216.2259 1216.2346 0.2 430M 1997 41.908 1366M 1997 46.709 936.2708 936.2831 0.1 DESCRIPTION OF HATTIESBURG 2 BASE LINE YEAR MEASURED: 1997 LATITUDE: 31 14 27 LONGITUDE: 89 13 09 AZIMUTH: 288 DEGREES TRUE NORTH CHIEF OF PARTY: DDR THE BASE LINE IS LOCATED ABOUT 13.0 KM (8.0 MI) SOUTHEAST OF HATTIESBURG ALONG THE SOUTH SIDE OF U.S. HIGHWAY 98. THE BASE LINE IS A EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 430, AND 1366 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S. HIGHWAY 98 EAST, LOCATED 5 MILES SOUTH-SOUTHEAST OF HATTIESBURG, GO EAST ON U.S. HIGHWAY 98 FOR 3.2 KM (2.0 MI) TO A CROSS ROAD, CONTINUE EAST ON U.S. HIGHWAY 98 FOR 2.4 KM (1.5 MI) TO THE MARK ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS DISK STAMPED "0 M 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 100 M (328.1 FT) WEST OF A CROSS-OVER, 64.2 M (211.0 FT) NORTHWEST OF POWER POLE E2-71 WITH 2-DIRECTIONAL GUY WIRES, 61.2 M (201.0 FT) NORTHWEST OF R-O-W MONUMENT, 46.2 M (152.0 FT) NORTHWEST OF THE END OF CONCRETE LINER OF DITCH, 51.5 M (169.0 FT) EAST OF THE SOUTHEAST CORNER OF A 10.6 METER DOUBLE BOX CULVERT, AND 8.84 M (29.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES. THE 150-METER POINT IS A STANDARD NGS DISK STAMPED "150 M 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 19.8 M (65.O FT) NORTH OF AN 18-INCH PINE TREE, 8.9 M (29.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES, AND 8.6 M (28.0 FT) WEST OF THE WEST CORNER OF A PAVED TURNOUT. THE 430-METER POINT IS A STANDARD NGS DISK STAMPED "430 M 1997" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 73.5 M (241.0 FT) EAST OF THE SOUTHEAST CORNER OF A 4-METER DOUBLE-BOX CULVERT AND 8.9 M (29.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES. THE 1366-METER POINT IS A STANDARD NGS DISK STAMPED "1366 M 1997" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 79.5 M (261.0 FT) EAST OF THE CENTERLINE OF A DRIVE SOUTH, 51.7 M (170.0 FT) EAST OF THE SOUTHEAST CORNER OF A 1.7 METER BOX CULVERT, AND 9.1 M (29.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST-BOUND LANES. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MISSISSIPPI ASSOCIATION OF PROFESSIONAL SURVEYORS AND MISSISSIPPI STATE UNIVERSITY FOR MORE INFORMATION PLEASE CONTACT: FLYNT AND ASSOCIATES, 511 SOUTH MAIN STREET, PETAL, MISSISSIPPI 39465 PHONE: 601-582-1818. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N320903 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: JACKSON CBL MISSISSIPPI ROCKVILLE MD 20852 - MARCH 12, 1987 PROJECT ACCESSION NUMBER: G15705 HINDS COUNTY NEAREST TOWN: BOLTON LIST OF ADJUSTED DISTANCES (JANUARY 1, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 00 62.590 150 60.888 150.0050 150.0146 0.1 00 62.590 800 60.768 800.5240 800.5261 0.4 00 62.590 1459 66.703 1459.7242 1459.7300 0.5 150 60.888 800 60.768 650.5189 650.5189 0.3 150 60.888 1459 66.703 1309.7190 1309.7319 0.5 800 60.768 1459 66.703 659.1998 659.2265 0.3 DESCRIPTION OF JACKSON BASE LINE YEAR MEASURED: 1976 YEAR REMEASURED: 1986 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED ABOUT 28.8 KM (18 MI) WEST OF JACKSON, ABOUT 4.8 KM (3 MI) NORTHWEST OF BOLTON ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 20, AND RUNS ALONG THE NORTH FRONTAGE ROAD. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATES 20 AND 55 ON THE SOUTH EDGE OF JACKSON, GO WEST ON INTERSTATE 20 FOR 26.4 KM (16.5 MI) TO BOLTON EXIT 10. TAKE EXIT 10 AND GO NORTH 0.16 KM (0.1 MI) TO THE NORTH FRONTAGE ROAD JUNCTION. THEN TURN LEFT (WEST) ON THE NORTH FRONTAGE ROAD AND GO 4 KM (2.5 MI) ALONG THE NORTH FRONTAGE ROAD TO THE 0 PT ON THE LEFT (SOUTH) SIDE OF THE ROAD. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END OF THE LINE. IT CONSISTS OF MARKS AT THE 0, 150, 800 AND THE 1459 METER POINTS. THERE IS A 100 FOOT MARK EAST OF THE 0 METER POINT. ALL MARKS ARE STANDARD NGS TRIAGULATION DISKS SET INTO THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE MARKS HAVE NO STAMPING ON THEM WITH THE EXCEPTION OF THE 100 FOOT MARK WHICH IS STAMPED "100 FOOT". ALL MARKS HAVE UNDERGROUND DISKS SET AT THEM WITH THE EXCEPTION OF THE 100 FOOT MARK. ALL MARKS ARE SET IN LINE AND RUN PARALLEL TO INTERSTATE 20 AND THE NORTH RIGHT-OF-WAY FENCE. THE 0 METER POINT IS LOCATED 0.16 KM (0.1 MI) EAST OF MILE POST 25, 10.6 METERS (34.8 FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 1.7 M (5.5 FT) NORTH OF METAL WITNESS POST AND FENCE LINE. THE 150 METER POINT IS LOCATED 5.3 M (17.4 FT) SOUTH OF THE FRONTAGE ROAD CENTERLINE, 1.3 M (4.3 FT) NORTH OF THE WITNESS POST AND FENCE LINE. THE 800 METER POINT IS LOCATED 5.0 M (16.4 FT) SOUTH OF THE NORTH FRONTAGE ROAD CENTERLINE, 1.2 M (3.9 FT) NORTH OF A WITNESS POST AND FENCE LINE. THE 1459 METER POINT IS LOCATED 5.2 M (17.1 FT) SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 1.0 M (3.3 FT) NORTH OF A WITNESS POST AND THE FENCE LINE. FOR FURTHER INFORMATION CONTACT MR. DONALD D. REXRODE OF NGS AT P.O. BOX 6366, PEARL BRANCH, JACKSON, MISSISSIPPI 39208, TELEPHONE NUMBER (601) 932-4184. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330883 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: STARKVILLE CBL MISSISSIPPI SILVER SPRING MD 20910 - JULY 29, 1997 PROJECT ACCESSION NUMBER: 15705 OKTIBBEHA COUNTY NEAREST TOWN: STARKVILLE LIST OF ADJUSTED DISTANCES (JULY 17, 1997) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 2 M 101.059 152 M 100.999 149.9911 149.9911 0.1 2 M 101.059 432 M 100.173 430.0100 430.0109 0.1 2 M 101.059 1132 M 98.471 1130.0119 1130.0149 0.2 152 M 100.999 432 M 100.173 280.0189 280.0201 0.1 152 M 100.999 1132 M 98.471 980.0209 980.0241 0.1 432 M 100.173 1132 M 98.471 700.0019 700.0040 0.1 DESCRIPTION OF MISSISSIPPI STATE UNIVERSITY BASE LINE YEAR MEASURED: 1997 LATITUDE: 33 26 30 LONGITUDE: 88 50 59 AZIMUTH: 180 DEGREES TRUE NORTH CHIEF OF PARTY: DDR THE BASE LINE IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHWEST OF STARKVILLE. IT LIES ALONG THE WEST BOUNDARY OF THE STARKVILLE CITY AIRPORT ABOUT 2.5 KM (1.5 MI) WEST OF MISSISSIPPI STATE HIGHWAY 25, O.2 KM (0.1 MI) SOUTH OF MISSISSIPPI STATE HIGHWAY 12 AND 91.4 M (300 FT) WEST OF AND PARALLEL TO THE AIRPORT RUNWAY. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 2-METER POINT ON THE NORTH END. IT CONSISTS OF THE 2, 152, 432, AND 1132 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. TO REACH THE 2-METER POINT FROM THE JUNCTION OF MISSISSIPPI STATE HIGHWAYS 12 AND 15, LOCATED SOUTHWEST OF STARKVILLE, GO WEST ON MISSISSIPPI STATE HIGHWAY 12 FOR 2.4 KM (1.5 MI) TO THE STARKVILLE CITY AIRPORT ENTRANCE ON THE LEFT, CONTINUE WEST ON MISSISSIPPI STATE HIGHWAY 12 FOR 0.56 KM (0.35 MI) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.11 KM (0.07 MI) TO THE 2-METER POINT ON THE LEFT. THE 2-METER POINT IS A 2-INCH ALUMINUM MSU DISK STAMPED "2 M 1990" SET IN THE TOP OF A CONCRETE-FILLED 4-INCH PVC PIPE SET TO A DEPTH OF 8-FEET WITH THE TOP 3 FEET ISOLATED FROM SURROUNDING GROUND BY AN 8-INCH PCV PIPE FLUSH WITH THE SURFACE OF THE GROUND. IT IS 32.9 M (108.0 FT) SOUTH OF A FENCE CORNER POST, 11.6 M (38.0 FT) SOUTH-SOUTHEAST OF NORTH GATE POST, 9.8 M (32.0 FT) NORTHEAST OF THE NORTH MOST 9-INCH PINE TREE IN FENCE LINE, 7.8 M (26.0 FT) FROM SOUTH GATE POST, AND 6.6 M (22.0 FT) EAST OF A FENCE POST WITH SIGN AND LAG SCREWS FOR STEPS. THE 152-METER POINT IS A 2-INCH ALUMINUM MSU DISK STAMPED "152 M 1990" SET IN THE TOP OF A CONCRETE-FILLED 4-INCH PVC PIPE SET TO A DEPTH OF 8-FEET WITH THE TOP 3 FEET ISOLATED FROM SURROUNDING GROUND BY AN 8-INCH PCV PIPE FLUSH WITH THE SURFACE OF THE GROUND. IT IS 15.2 M (50.0 FT) SOUTHEAST OF A 9-INCH PINE TREE IN FENCE LINE, 11.3 M (37.0 FT) SOUTHEAST OF A 6-INCH CEDAR TREE IN FENCE LINE, 10.6 M (35.0 FT) EAST-SOUTHEAST OF A FENCE POST WITH SIGN AND LAG SCREWS FOR STEPS AND 4.5 M (15.0 FT) SOUTH OF THE PROJECTED CENTER OF TAXIWAY TO RUNWAY. THE 432-METER POINT IS A 2-INCH ALUMINUM MSU DISK STAMPED "432 M 1990" SET IN THE TOP OF A CONCRETE-FILLED 4-INCH PVC PIPE SET TO A DEPTH OF 8-FEET WITH THE TOP 3 FEET ISOLATED FROM SURROUNDING GROUND BY AN 8-INCH PCV PIPE FLUSH WITH THE SURFACE OF THE GROUND. IT IS 79.0 M (259.0 FT) SOUTH OF THE PROJECTED LINE OF RUNWAY THRESHOLD LIGHTS, 17.3 M (57.0 FT) EAST OF A FENCE POST WITH SIGN AND LAG SCREWS FOR STEPS, AND 16.4 M (54.0 FT) EAST OF A 9-INCH PINE TREE IN FENCE LINE. 1THE 1132-METER POINT IS A 2-INCH ALUMINUM MSU DISK STAMPED "1132 M 1990" SET IN THE TOP OF A CONCRETE-FILLED 4-INCH PVC PIPE SET TO A DEPTH OF 8-FEET WITH THE TOP 3 FEET ISOLATED FROM SURROUNDING GROUND BY AN 8-INCH PCV PIPE FLUSH WITH THE SURFACE OF THE GROUND. IT IS 91.0 M (300.0 FT) WEST OF CENTER OF RUNWAY, 40.0 M (131.0 FT) SOUTHEAST OF A GATE CENTER POST AND 29.1 M (95.5 FT) EAST OF A WIRE FENCE. USER NOTES: THIS CALIBRATION BASE LINE REPLACES THE STARKVILLE CALIBRATION BASE LINE. THE MONUMENTS ARE IN-LINE AND 2 METERS SOUTH OF THE STARKVILLE CBL MONUMENTS AND ARE STAMPED 2, 152, 432 AND 1132 TO DISTINGUISH THEM FROM THE STARKVILLE 0, 150, 430 AND 1130 MARKS. TAKE CARE THAT YOU SET UP OVER THE CORRECT MONUMENTS WHICH ARE THE 2, 152, 432 AND 1132 SET IN PCV PIPE. CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MISSISSIPPI ASSOCIATION OF PROFESSIONAL SURVEYORS AND MISSISSIPPI STATE UNIVERSITY. FOR MORE INFORMATION PLEASE CONTACT ROFFIE BURT AT BOX 9546, MISSISSIPPI STATE, MISSISSIPPI 39762. PHONE: 601-325-788. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N320892 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NEWTON CBL MISSISSIPPI SILVER SPRING MD 20910 - JULY 29, 1997 PROJECT ACCESSION NUMBER: 15705 NEWTON COUNTY NEAREST TOWN: NEWTON LIST OF ADJUSTED DISTANCES (JULY 17, 1997) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1997 116.881 150 M 1997 116.844 149.9647 149.9647 0.1 0 M 1997 116.881 430 M 1997 117.561 429.9680 429.9686 0.2 0 M 1997 116.881 1400 M 1997 119.876 1399.9726 1399.9758 0.2 150 M 1997 116.844 430 M 1997 117.561 280.0033 280.0042 0.1 150 M 1997 116.844 1400 M 1997 119.876 1250.0079 1250.0115 0.2 430 M 1997 117.561 1400 M 1997 119.876 970.0045 970.0073 0.1 DESCRIPTION OF NEWTON BASE LINE YEAR MEASURED: 1997 LATITUDE: 32 19 45 LONGITUDE: 89 10 22 AZIMUTH: 252 DEGREES TRUE NORTH CHIEF OF PARTY: DDR THE BASE LINE IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF NEWTON ALONG THE SHOULDER OF U.S. HIGHWAY 80. THE BASE LINE IS A EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE MISSISSIPPI HIGHWAY AND INTERSTATE 20 INTERCHANGE LOCATED 3.0 KM (2.0 MI) NORTHEAST OF NEWTON, GO SOUTH ON MISSISSIPPI HIGHWAY 15 FOR 0.8 KM (0.5 MI) TO U.S. HIGHWAY 80, TURN RIGHT AND GO WEST ON U.S. HIGHWAY 80 FOR 1.8 KM (1.1 MI) TO SCANLAN STREET CROSSROAD, CONTINUE WEST ON U.S. HIGHWAY 80 FOR 1.2 KM (0.75 MI) TO A DRIVE NORTH TO SEWAGE LAGOON AND THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 42.4 M (139.0 FT) WEST OF THE CENTER OF THE NORTH END OF AN 8-FOOT BOX CULVERT, 32.5 M (107.0 FT) WEST OF DRIVE NORTH TO SEWAGE LAGOON, 5.66 M (18.6 FT) NORTH-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 80 AND 2.09 M (6.9 FT) NORTH-NORTHWEST OF THE EDGE OF U.S. HIGHWAY 80. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 182 M (600 FT) WEST OF DRIVE NORTH TO SEWAGE LAGOON, 70.0 M (230.0 FT) EAST-NORTHEAST OF ANGLE POWER POLE WITH GUY WIRE TOWARD HIGHWAY, 5.70 M (18.7 FT) NORTH-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 80 AND 2.09 M (6.9 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF U.S. HIGHWAY 80 PAVEMENT. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 27.0 M (89.0 FT) SOUTHWEST OF A PAVED ROAD LEADING NORTHWEST, 25.2 M (83.0 FT) SOUTHWEST OF POWER POLE WITH LINES LEADING IN FOUR DIRECTIONS, 10.5 M (34.4 FT) WEST OF THE PROJECTED EAST WALL OF "PARKER'S BODY SHOP" BUILDING, 5.77 M (18.9 FT) NORTH-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 80 AND 2.15 M (7.1 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF U.S. HIGHWAY 80 PAVEMENT. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 57.0 M (187.0 FT) EAST OF CONNECTING PAVEMENT BETWEEN U.S. HIGHWAY 80 AND WEST CHURCH STREET, 26.0 M (85.0 FT) WEST OF THE EAST END OF A HEDGEROW, 9.0 M (30.0 FT) EAST OF THE WEST END OF A HEDGEROW BETWEEN THE TWO ROADS, 6.11 M (20.0 FT) SOUTH OF THE CENTER OF U.S. HIGHWAY 80, 12.5 M (41.0 FT) NORTH OF THE CENTER OF WEST CHURCH STREET AND 2.48 M (8.1 FT) SOUTH OF THE EDGE OF U.S. HIGHWAY 80 PAVEMENT. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MISSISSIPPI ASSOCIATION OF PROFESSIONAL SURVEYORS, MISSISSIPPI STATE UNIVERSITY, AND MISSISSIPPI DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT MISSISSIPPI DEPARTMENT OF TRANSPORTATION, NEWTON PROJECT OFFICE AT 601-683-3915 OR ROFFIE BURT AT BOX 9546, MISSISSIPPI STATE, MISSISSIPPI 39762. PHONE: 601-325-788. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330883 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: STARKVILLE CBL MISSISSIPPI ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15705 OKTIBBEHA COUNTY NEAREST TOWN: STARKVILLE LIST OF ADJUSTED DISTANCES (FEBRUARY 27, 1991) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 101.120 150 101.026 149.9992 149.9992 0.1 0 101.120 430 100.208 429.9985 429.9995 0.2 0 101.120 1130 98.494 1129.9982 1130.0013 0.2 150 101.026 430 100.208 279.9993 280.0005 0.1 150 101.026 1130 98.494 979.9990 980.0023 0.2 430 100.208 1130 98.494 699.9997 700.0018 0.1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF: STARKVILLE BASE LINE YEAR MEASURED: 1978 YEAR REMEASURED: 1991 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHWEST OF STARKVILLE. IT LIES ALONG THE WEST BOUNDARY OF THE STARKVILLE CITY AIRPORT, ABOUT 0.08 KM (0.05 MI) SOUTH OF MISSISSIPPI STATE HIGHWAY 12. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF MISSISSIPPI STATE HIGHWAYS 12 AND 25 IN SOUTHWEST STARKVILLE, GO WEST ON HIGHWAY 12 FOR 2.4 KM (1.5 MI) TO THE AIRPORT ENTRANCE ON THE LEFT. CONTINUE WEST ON HIGHWAY 12 FOR 0.56 KM (0.35 MI) TO A GRAVEL ROAD LEFT. TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.11 KM (0.07 MI) TO THE 0-METER POINT ON THE LEFT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 430, AND 1130-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH AND SOUTH OF THE 0-METER POINT. IN ADDITION, THERE ARE REFERENCE MARKS AT ALL CBL POINTS. THEY ARE 5 CM (2 IN) DIAMETER ALUMINUM MSU CE DEPT SURVEY DISKS. THEY DO NOT HAVE DESIGNATION STAMPING AT THIS TIME. ALSO, THERE ARE MSU CE DEPT SURVEY DISKS SET ON LINE AT THE 2, 152, 432, AND 1132-METER POINTS. THESE ARE SLEEVED MARKS FOR THE PURPOSE OF MONITORING CBL SHIFTING. NONE OF THESE EXTRA MARKS WERE INCLUDED IN CBL OBSERVATIONS AT THIS TIME. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1978" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.0 M (98.4 FT) SOUTH OF A REFERENCE MARK, 21.5 M (70.5 FT) EAST OF A REFERENCE MARK, 7.0 M (23.0 FT) SOUTHEAST OF A FENCE GATE POST, 6.6 M (21.7 FT) EAST OF A WIRE FENCE, 0.7 M (2.3 FT) NORTHWEST OF A METAL WITNESS POST, AND 0.6 M (2.0 FT) SOUTHEAST OF A METAL WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1978" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.0 M (98.4 FT) NORTH OF A REFERENCE MARK, 25.1 M (82.3 FT) EAST OF A REFERENCE MARK, 10.3 M (33.8 FT) EAST OF A WIRE FENCE, 0.6 M (2.0 FT) SOUTHEAST OF A METAL WITNESS POST, AND 0.6 M (2.0 FT) NORTHWEST OF A METAL WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 1978" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 32.0 M (105.0 FT) EAST OF A REFERENCE MARK, 20.0 M (65.6 FT) NORTH OF A REFERENCE MARK, 17.2 M (56.4 FT) EAST OF A WIRE FENCE, 0.7 M (2.3 FT) NORTHWEST OF A METAL WITNESS POST, AND 0.6 M (2.0 FT) SOUTHEAST OF A METAL WITNESS POST. 1THE 1130-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1130 1978" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 38.4 M (126.0 FT) SOUTHEAST OF A GATE CENTER POST, 29.1 M (95.5 FT) EAST OF A WIRE FENCE, 22.9 M (75.1 FT) NORTHWEST OF A REFERENCE MARK, 0.5 M (1.6 FT) SOUTHEAST OF A METAL WITNESS POST, AND 0.5 M (1.6 FT) NORTHWEST OF A METAL WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 1978" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.5 M (100.0 FT) SOUTH OF THE 0-METER POINT, 7.5 M (24.6 FT) EAST OF A WIRE FENCE, 0.7 M (2.3 FT) NORTHWEST OF A METAL WITNESS POST, AND 0.6 M (2.0 FT) SOUTHEAST OF A METAL WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TO REACH THE 1130-METER POINT BY VEHICLE YOU MUST PASS THROUGH TWO LOCKED GATES. TO OBTAIN KEYS CONTACT THE CIVIL ENGINEERING DEPARTMENT AT MISSISSIPPI STATE UNIVERSITY OR THE STARKVILLE POLICE DEPARTMENT. FOR PERMISSION TO ENTER AIRPORT GROUNDS CONTACT MR.JOE C. WEBB, BOX 6062, MISSISSIPPI STATE UNIVERSITY, MISSISSIPPI STATE, MISSISSIPPI 39762. TELEPHONE (601) 323-8581 OR 325-3010. THIS CALIBRATION WAS ESTABLISHED IN CONJUNCTION WITH MISSISSIPPI STATE UNIVERSITY. FOR MORE INFORMATION CONTACT MR. ROFFIE BURT, DEPARTMENT OF CIVIL ENGINEERING, P.O. DRAWER CE, MISSISSIPPI STATE, MISSISSIPPI 39762. TELEPHONE (601) 325-7188, OR 325-3050. OR CONTACT MR. DONALD D. REXRODE, P.O. BOX 6366, JACKSON, MISSISSIPPI 39208. TELEPHONE (601) 944-9098.