STATE OF ARKANSAS 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD BATESVILLE ARKANSAS INDEPENDENCE N350914 FAYETTVILLE ARKANSAS WASHINGTON N360942 JONESBORO ARKANSAS CRAIGHEAD N350904 LITTLE ROCK ARKANSAS PULASKI N340921 LITTLE ROCK ARKANSAS PULASKI N340921 LITTLE ROCK (2005 REMEASURED) ARKANSAS PULASKI N340921 MONTICELLO ARKANSAS DREW N330914 RUSSELLVILLE ARKANSAS POPE N350932 RUSSELLVILLE (2005 REMEASURED) ARKANSAS POPE N350932 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350914 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BATESVILLE CBL ARKANSAS SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16406 INDEPENDENCE COUNTY NEAREST TOWN: BATESVILLE, AR LIST OF ADJUSTED DISTANCES ( 4/ 8/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 2004 152.400 150 2004 151.547 150.0573 150.0597 .3 0 2004 152.400 400 2004 148.935 399.9827 399.9977 .4 0 2004 152.400 1000 2004 146.667 1000.0020 1000.0184 .6 150 2004 151.547 400 2004 148.935 249.9254 249.9390 .3 150 2004 151.547 1000 2004 146.667 849.9447 849.9587 .4 400 2004 148.935 1000 2004 146.667 600.0192 600.0235 .3 DESCRIPTION OF BATESVILLE BASE LINE. YEAR MEASURED: 2005 CHIEF OF PARTY: JBW THE BASELINE IS LOCATED ABOUT 7.7 KM (4.78 MI) SOUTHWEST OF MOOREFIELD, 5.1 KM (3.17 MI) SOUTH OF BATESVILLE, AND 4.2 KM (2.61 MI) NORTHWEST OF SOUTHSIDE. AT THE BATESVILLE REGIONAL AIRPORT. OWNERSHIP--CITY OF BATESVILLE, P.O. BOX 2214, BATESVILLE, AR 72501. TELEPHONE NUMBER 501-251-1244 OR 501-251-1778. THE AIRPORT MANAGER IS MARY AMOS. DO NOT USE THIS BASELINE WITHOUT CONTACTING AIRPORT AUTHORITIES. STAY CLEAR OF RUNWAYS AT ALL TIMES. THE BASELINE IS AN EAST WEST LINE WITH THE 0 METER POINT AT THE EAST END. IT IS MADE UP OF 0, 150, 400 AND 1000 METER POINTS. ALL MARKS ARE NATIONAL GEODETIC SURVEY STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH THE BASELINE DESIGNATION AND THE YEAR 2004 SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT IN LINE. THE BASELINE RUNS PARALLEL TO AN EAST WEST TAXIWAY AND ON THE NORTH SIDE OF TAXIWAY. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 167, STATE HIGHWAY 14 AND 25 ABOUT 3.6 KM (2.24 MI) SOUTH OF BATESVILLE, GO SOUTH ON U.S. HIGHWAY 167 FOR 1.03 KM (0.64 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.1 KM (0.06 MI) TO A GATE. PASS THROUGH THE GATE AND GO SOUTHWEST ACROSS AN APRON FOR 0.16 KM (0.10 MI) TO RUNWAY 17-35. CONTINUE AHEAD CROSSING RUNWAY 17-35 AND ALONG TAXIWAY FOR 0.78 KM (0.48 MI) TO THE 0 METER STATION ON THE RIGHT ABOUT 200 FEET EAST OF A TAXIWAY LEADING NORTH TO A HANGER. THE STATION IS SET IN THE TOP OF A 7 X 11-FOOT ROCK OUTCROP. 0 METER STATION IS 178.0 FEET EAST OF THE EAST END OF A METAL DRAIN PIPE. 159.6 FEET EAST OF THE SOUTHEAST CORNER OF ASPALT TAXIWAY LEADING TO A HANGER. 86.4 FEET NORTHWEST OF A TAXIWAY LIGHT (NUMBER 136). 59.2 FEET NORTH OF THE NORTH EDGE OF PARALLEL TAXIWAY. 7.0 FEET NORTH OF THE TOP OF A CUT BANK. SET FLUSH WITH THE GROUND IN A ROCK OUTCROP. 150 METER STATION IS 198.0 FEET WEST NORTH WEST OF TAXIWAY LIGHT (NUMBER 132). 147.1 FEET EAST SOUTH EAST OF THE SOUTHEAST CORNER OF THE EASTERN MOST 1 OF 4 CONCRETE PADS FOR AN AUTOMATED WEATHER STATION (AWOS). 53.2 NORTH OF THE NORTH EDGE OF TAXIWAY. 41.0 FEET NORTH OF TAXIWAY LIGHT (NUMBER 131). 5.0 FEET NORTH OF THE TOP OF CUT BANK. 0.4 FEET BELOW THE SURFACE OF THE GROUND. 400 METER STATION IS 113.5 FEET EAST NORTH EAST OF TAXIWAY LIGHT (NUMBER 126). 85.4 FEET WEST NORTH WEST OF A TAXIWAY LIGHT (NUMBER 127). 44.0 FEET NORTH OF THE NORTH EDGE OF TAXIWAY. 12.0 FEET NORTH OF THE TOP OF CUT BANK. 4.0 FEET BELOW THE LEVEL OF THE TAXIWAY. 1.5 FEET BELOW THE SURFACE OF THE GROUND. 1000 METER STATION IS 23.6 FEET NORTHEAST OF A TAXIWAY LIGHT (NUMBER 112). 23.0 FEET SOUTH OF THE TOP OF CUT BANK. 19.2 FEET NORTH OF THE NORTH EDGE OF TAXIWAY AND NEAR THE WEST END OF TAXIWAY. SET 0.2 FEET BELOW THE SURFACE OF THE GROUND. THE BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS AND IT'S MEMBERSHIP AND ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT AND THE UNIVERSITY OF ARKANSAS COMMUNITY COLLEGE AT MORRILTON. FOR INFORMATION REGARDING THIS BASELINE CONTACT THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS OFFICE IN HOT SPRINGS 501-321-0958. ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) 501-569-2341 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N360942 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: FAYETTEVILLE CBL ARKANSAS SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16406 WASHINGTON COUNTY NEAREST TOWN: FAYETTEVILLE LIST OF ADJUSTED DISTANCES ( 4/13/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 2004 152.400 150 2004 151.586 150.0568 150.0590 .4 0 2004 152.400 400 2004 149.398 399.9851 399.9964 .5 0 2004 152.400 1000 2004 146.865 1000.0019 1000.0172 .7 150 2004 151.586 400 2004 149.398 249.9283 249.9379 .3 150 2004 151.586 1000 2004 146.865 849.9451 849.9583 .5 400 2004 149.398 1000 2004 146.865 600.0168 600.0221 .4 DESCRIPTION OF FAYETTEVILLE BASE LINE. YEAR MEASURED: 2005 CHIEF OF PARTY: JBW THE BASELINE IS LOCATED ABOUT 4 MILES EAST OF FAYETTEVILLE, ON CITY OF FAYETTEVILLE PROPERTY. CONTACT NUMBER IS (479) 444-0717 DO NOT DRIVE IN FIELDS DURING WET CONDITIONS. THE BASELINE IS A NORTH SOUTH LINE WITH THE 0 METER POINT AT THE SOUTH END. IT IS MADE UP OF 0, 150, 400 AND 1000 METER POINTS. ALL MARKS ARE NATIONAL GEODETIC SURVEY STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH THE BASELINE DESIGNATION AND THE YEAR 2004 SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT IN LINE. THE BASELINE RUNS PARALLEL TO A GRAVEL ROAD AND BARBED WIRE FENCE, WITH THE EXCEPTION OF THE 1000 METER POINT WHICH IS LOCATED IN THE NORTHERN MOST FIELD. TO REACH THE BASELINE FROM THE JUNCTION OF ARKANSAS STATE HIGHWAY 16 AND ARKANSAS STATE HIGHWAY 265 ON THE EAST SIDE OF FAYETTEVILLE, GO NORTH ON HIGHWAY 265 FOR 0.3 MILES TO A PAVED ROAD ON THE RIGHT, WYMAN ROAD, TURN RIGHT, EAST ON ROAD FOR 2.6 MILES TO A T JUNCTION,TURN LEFT, NORTHERLY 0.95 MILES ON PAVED ROAD, THEN GRAVEL, TO A T JUNCTION, TURN LEFT, NORTH FOR 0.15 MILES TO A FIELD ENTRANCE ROAD ON THE RIGHT AND THE 0 METER STATION JUST SOUTH OF THE GATE. 0 METER STATION IS 107.6 FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE ROAD. 26.2 FEET EAST OF A BARBED WIRE FENCE AND WITNESS POST. 0.2 FEET BELOW THE SURFACE OF THE GROUND. 150 METER STATION IS 24.9 FEET EAST OF A BARBED WIRE FENCE AND WITNESS POST. SET 0.2 FEET BELOW THE SURFACE OF THE GROUND. 400 METER STATION IS 123.7 FEET NORTHWEST OF A WHITE WOODEN POST. 80.7 FEET WEST OF A WHITE WOODEN POST. 25.3 FEET EAST OF A BARBED WIRE FENCE AND WITNESS POST. SET 0.3 FEET BELOW THE SURFACE OF THE GROUND. 1000 METER STATION IS LOCATED 242.8 FEET SOUTH OF A BARBED WIRE FENCE. 182.4 FEET WEST OF A BARBED WIRE FENCE AND WITNESS POST. SET 0.3 FEET BELOW THE SURFACE OF THE GROUND. ACCESS TO THIS STATION IS HAD BY DRIVING THROUGH THE GATE ON THE NORTH SIDE OF WYMAN ROAD AND THE ENTRANCE TO THE SHOP BEARING TO THE WEST, DRIVE NORTH CROSS COUNTRY TO THE STATION. THE BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS AND IT'S MEMBERSHIP AND THE CITY OF FAYETTEVILLE. FOR INFORMATION REGARDING THIS BASELINE CONTACT THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS OFFICE IN HOT SPRINGS 501-321-0958. ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) 501-569-2341 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350904 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: JONESBORO ARKANSAS ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16406 CRAIGHEAD COUNTY LIST OF ADJUSTED DISTANCES (APRIL 24,1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 97.54 150 95.54 149.9945 150.0078 0.3 0 97.54 400 91.43 400.3620 400.4087 0.6 0 97.54 1360 83.14 1360.0120 1360.0883 0.8 150 95.54 400 91.43 250.3676 250.4013 0.5 150 95.54 1360 83.14 1210.0175 1210.0811 0.7 400 91.43 1360 83.14 959.6498 959.6856 0.5 DESCRIPTION OF JONESBORO BASE LINE YEAR MEASURED: 1980 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED ON THE NORTHEAST SIDE OF JONESBORO AND ALONG THE EASTERN EDGE OF ARKANSAS STATE UNIVERSITY BETWEEN KELL FIELD AND THE FOOTBALL STADIUM. THE 0 METER POINT IS ON THE NORTHWEST SIDE OF THE FOOTBALL STADIUM AND IS 40.7 METERS NORTHWEST OF THE NORTHWEST CORNER OF THE STADIUMS WEST ENTRANCE, 24.15 METERS SOUTH OF THE CENTER OF THE NORTH ENTRANCE ROAD TO THE STADIUM AND 2.4 METERS EAST OF THE EAST EDGE OF THE PARKING LOT. ALL OF THE MARKS ARE STANDARD CLAIBRATION BASE LINE DISKS, STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1979, SET IN THE TOP OF 0.3 METER ROUND CONCRETE MONUMENTS THAT ARE FLUSH WITH THE SURFACE. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT IS MADE UP OF THE 0, 150, 400, AND 1360 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET ON LINE SOUTH OF THE 0 METER POINT. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ARKANSAS ASSOCIATION OF REGISTERED LAND SURVEYORS, ARKANSAS STATE UNIVERSITY AND MULHOLLEN AND ASSOCIATED, INC. FOR FURTHER INFORMATION CONTACT MR. EVERETT ROWLAND, ARKANSAS GEOLOGICAL COMMISSION, LAND SURVEYS DIVISION, 2915 SOUTH PINE, LITTLE ROCK, ARKANSAS 72204. TELEPHONE 501-371-2631. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340921 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LITTLE ROCK ARKANSAS ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16406 PULASKI COUNTY LIST OF ADJUSTED DISTANCES (APRIL 24,1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 137.16 150 135.58 149.9868 149.9951 0.3 0 137.16 400 132.41 400.0064 400.0346 0.5 0 137.16 1060* 133.72 1060.1345 1060.1401 0.7 150 135.58 400 132.41 250.0196 250.0397 0.4 150 135.58 1060* 133.72 910.1476 910.1495 0.5 400 132.41 1060* 133.72 660.1278 660.1291 0.4 DESCRIPTION OF LITTLE ROCK BASE LINE YEAR DESCRIBED: 1980 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED ON THE NORTHWEST SIDE OF NORTH LITTLE ROCK AND ON THE SOUTH SIDE OF THE MAIN ROAD IN FRONT OF THE SMALL ARMS FIRING RANGES AT CAMP JOSEPH T. ROBINSON. TO REACH THE 0 METER POINT FROM THE JUNCTION OF MO STREET AND 6TH STREET ON CAMP ROBINSON, GO NORTHERLY ON 6TH STREET FOR 1.5 MILES TO A CROSSROADS, TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS 53.5 METERS SOUTHEAST OF THE JUNCTION WITH A SIDEROAD NORTH, 45.7 METERS WEST OF THE JUNCTION WITH A SIDEROAD SOUTH, 4.5 METERS SOUTH OF THE CENTER OF THE ROAD AND 0.415 METERS SOUTH OF A METAL WITNESS POST. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS, STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1979, SET IN THE TOP OF 0.3 METER ROUND CONCRETE MONUMENTS THAT PROJECT ABOUT 0.05 METER. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF THE 0, 150, 400, AND 1060 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET ON LINE WEST OF THE 0 METER POINT. ALL OF THE MARKS ARE SET ON A LINE THAT IS PARALLEL WITH THE ROAD AND RUNS WESTWARD TO THE OBSERVATION TOWER. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ARKANSAS ASSOCIATION OF REGISTERED LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. RAYFORD HUDSON, ARKANSAS GEOLOGICAL COMMISSION, LAND SURVEYS DIVISION, 2915 SOUTH PINE, LITTLE ROCK, ARKANSAS 72204. TELEPHONE 501-371-2631. *THE 1060 METER POINT WAS REPORTED RESET ON SEPTEMBER 10, 1980. REMEASUREMENTS TO THE 1060 METER POINT HAVE NOT BEEN MADE BY THE NATIONAL GEODETIC SURVEY. MEASUREMENTS OVER ANY LINE SEGMENT WITH THE 1060 METER POINT A TERMINUS MAY BE SUSPECT. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340921 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LITTLE ROCK ARKANSAS ROCKVILLE MD 20852 - MARCH 12, 1987 PROJECT ACCESSION NUMBER: G16406 PULASKI COUNTY NEAREST TOWN: LITTLE ROCK LIST OF ADJUSTED DISTANCES (FEBRUARY 10, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 137.160 150 135.579 149.9868 149.9951 0.1 0 137.160 400 132.407 400.0072 400.0355 0.3 0 137.160 1060 133.716 1060.1370 1060.1426 0.4 150 135.579 400 132.407 250.0204 250.0406 0.3 150 135.579 1060 133.716 910.1501 910.1520 0.4 400 132.407 1060 133.716 660.1294 660.1307 0.3 DESCRIPTION OF LITTLE ROCK BASE LINE YEAR MEASURED: 1986 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED ABOUT 6.4 KM (4 MI) NORTHWEST OF NORTH LITTLE ROCK AND ON THE NORTH SIDE OF CAMP JOSEPH T. ROBINSON, ARKANSAS NATIONAL GUARD, IN THE SMALL ARMS FIRING RANGE AREA ALONG MARYLAND AVENUE. TO REACH THE BASE LINE FROM THE JUNCTION OF MISSOURI AVENUE AND SIXTH STREET ON CAMP ROBINSON, GO NORTH ON SIXTH STREET FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF SIXTH STREET AND MARYLAND AVENUE, TURN RIGHT (EAST) AND GO 0.32 KM (0.2 MI) TO THE 0 METER POINT ON THE RIGHT. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF THE 0, 150, 400, 1060 METER POINTS, WITH A 100 FOOT TAPING POINT ON LINE AND WEST OF THE 0 METER POINT. ALL MARKS ARE STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH THE BASE LINE DESIGNATION AND THE YEAR 1979 SET IN THE TOP OF 30 CM (12 IN) ROUND CONCRETE MONUMENTS IN LINE AND FLUSH WITH THE GROUND, WITH THE EXCEPTION OF THE 400 METER POINT WHICH IS 34 CM (13.4 IN) BELOW THE GROUND. THE BASE LINE RUNS PARALLEL TO AND SOUTH OF MARYLAND AVENUE. THE 0 METER POINT IS LOCATED 0.32 KM (0.2 MI) EAST OF THE JUNCTION OF SIXTH STREET AND MARYLAND AVENUE, 4.7 M (15.4 FT) SOUTH OF CENTERLINE OF MARYLAND AVENUE, 53.5 M SOUTHEAST OF THE JUNCTION WITH THE SIDEROAD NORTH, 45.7 M (150 FT) WEST OF THE JUNCTION WITH A SIDEROAD SOUTH, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST. THE 150 METER POINT IS LOCATED 0.17 KM (0.1 MI) EAST OF THE JUNCTION OF SIXTH STREET AND MARYLAND AVENUE, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF MARYLAND AVENUE, 96.5 M (316.6 FT) SOUTHWEST OF THE JUNCTION OF A SIDEROAD NORTH. THE 400 METER POINT IS LOCATED 40.1 M (131.6 FT) WEST OF THE JUNCTION OF SIXTH STREET AND MARYLAND AVENUE, 4.7 M (15.4 FT) SOUTH OF CENTERLINE OF MARYLAND AVENUE, 25.7 M (84.3 FT) NORTHWEST OF THE NORTHEAST CORNER OF BUILDING NUMBER 6953. THE 1060 METER POINT IS LOCATED 0.70 KM (0.44 MI) WEST OF THE JUNCTION OF SIXTH STREET AND MARYLAND AVENUE, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF MARYLAND AVENUE, 35.5 M (116.5 FT) SOUTH OF AN OBSERVATION TOWER NUMBER 10960, 39.3 M (128.9 FT) WEST OF THE JUNCTION OF MARYLAND AVENUE AND SIDE ROAD SOUTH, 0.5 M (1.6 FT) SOUTH OF A METAL WITNESS POST. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ARKANSAS ASSOCIATION OF REGISTERED LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. EVERETT ROWLAND, ARKANSAS GEOLOGICAL COMMISSION, LAND SURVEY DIVISION, 2915 SOUTH PINE, LITTLE ROCK, ARKANSAS 72204, TELEPHONE NUMBER (501)371-2631. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340921 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LITTLE ROCK CBL ARKANSAS SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16406 PULASKI COUNTY NEAREST TOWN: WRIGHTSVILLE LIST OF ADJUSTED DISTANCES ( 4/13/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 2004 72.547 150 2004 72.701 150.0279 150.0280 .1 0 2004 72.547 430 2004 72.272 430.0047 430.0048 .2 0 2004 72.547 1400 2004 73.015 1399.9012 1399.9013 .2 150 2004 72.701 430 2004 72.272 279.9768 279.9771 .1 150 2004 72.701 1400 2004 73.015 1249.8733 1249.8734 .2 430 2004 72.272 1400 2004 73.015 969.8965 969.8968 .1 DESCRIPTION OF LITTLE ROCK BASE LINE YEAR MEASURED: 2005 CHIEF OF PARTY: JBW THE BASELINE IS LOCATED ABOUT 10 MILES SOUTH OF LITTLE ROCK AND ABOUT 1.0 MILE EAST OF WRIGHTSVILLE. AT THE ARKANSAS DEPARTMENT OF CORRECTIONS, WRIGHTSVILLE UNIT. CONTACT KAY HOWELL PRISON WARDEN AT 501-897-2840 FOR PERMISSION BEFORE USING THIS BASELINE. (DO NOT USE THIS BASELINE WITHOUT CONTACTING PRISON). THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF THE 0, 150, 430, 1400 METER POINTS. ALL MARKS ARE NATIONAL GEODETIC SURVEY STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH THE BASE LINE DESIGNATION AND THE YEAR 2004 SET IN THE TOP OF (16 IN) ROUND CONCRETE MONUMENTS IN LINE. THE BASE LINE RUNS PARALLEL TO A DIRT TRACK ROAD WITH THE 0 METER POINT AND THE 150 METER POINT SET IN THE TURF LANDING STRIP. TO REACH THE BASELINE FROM THE JUNCTION OF ARKANSAS STATE HIGHWAY 386 AND ARKANSAS STATE HIGHWAY 365 IN WRIGHTSVILLE, GO EAST ON HIGHWAY 386 FOR 1.25 MILES TO A GRAVELED CROSSROAD. TURN LEFT, NORTH, ON GRAVELED ROAD FOR 0.4 MILES TO GRAVELED CROSSROAD AND A TURF LANDING STRIP. TURN LEFT, WEST, ON GRAVELED ROAD AND GO 0.15 MILES TO THE 0 METER STATION ON THE RIGHT SET IN THE TURF LANDING STRIP. 0 METER STATION IS 56.8 FEET SOUTH OF A BARBED WIRE FENCE. 43.2 FEET NORTH OF A BARBED WIRE FENCE WITH A WITNESS POST SIGN. SET 0.2 FEET BELOW SURFACE OF GROUND. 150 METER STATION IS 53.2 FEET SOUTH OF A BARBED WIRE FENCE. 47.8 FEET NORTH OF A BARBED WIRE FENCE WITH A WITNESS POST SIGN. SET 0.2 FEET BELOW SURFACE OF GROUND. 430 METER STATION IS 56.8 FEET NORTH OF A BARBED WIRE FENCE. 39.4 FEET SOUTH OF A BARBED WIRE FENCE WITH A WITNESS POST SIGN. SET 0.6 FEET BELOW SURFACE OF GROUND. 1400 METER STATION IS 45.7 FEET NORTH OF A BARBED WIRE FENCE. 3.8 FEET SOUTH OF A BARBED WIRE FENCE WITH A WITNESS POST SIGN. SET 0.7 FEET BELOW SURFACE OF GROUND. THE BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS AND IT'S MEMBERSHIP, ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT AND ARKANSAS DEPARTMENT OF CORRECTIONS. FOR INFORMATION REGARDING THIS BASELINE CONTACT THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS OFFICE IN HOT SPRINGS AT 501-321-0958. ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT 501-569-2341. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330914 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MONTICELLO CBL ARKANSAS SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16406 DREW COUNTY NEAREST TOWN: MONTICELLO LIST OF ADJUSTED DISTANCES ( 4/13/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) O 2004 100.000 150 2004 99.037 149.9595 149.9626 .1 O 2004 100.000 430 2004 97.328 429.9651 429.9734 .2 O 2004 100.000 1400 2004 90.689 1399.9238 1399.9548 .3 150 2004 99.037 430 2004 97.328 280.0056 280.0108 .1 150 2004 99.037 1400 2004 90.689 1249.9643 1249.9922 .2 430 2004 97.328 1400 2004 90.689 969.9588 969.9815 .1 DESCRIPTION OF MONTICELLO BASE LINE. YEAR MEASURED: 2005 CHIEF OF PARTY: JBW THE BASELINE IS LOCATED ABOUT 2 MILES EAST OF MONTICELLO AT THE MONTICELLO AIRPORT. CONTACT AIRPORT MANAGER JAMES BARNETT AT (870)367-4450 FOR PERMISSION TO USE BASELINE. DO NOT USE THIS BASELINE WITHOUT PERMISSION FROM AIRPORT OFFICIALS. (STAY CLEAR OF RUNWAY AT ALL TIMES) THE BASELINE IS A SOUTHWEST-NORTHEAST LINE WITH THE 0 METER POINT AT THE SOUTHWEST END. IT IS MADE UP OF 0, 150, 430 AND 1400 METER POINTS. ALL MARKS ARE NATIONAL GEODETIC SURVEY STANDARD CALIBRATION BASE LINE DISKS STAMPED WITH THE BASELINE DESIGNATION AND THE YEAR 2004 SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT IN LINE. THE BASELINE RUNS PARALLEL TO THE RUNWAY ON THE EASTERN SIDE. TO REACH THE BASELINE FROM THE JUNCTION OF U.S. HIGHWAY 278 AND ARKANSAS STATE HIGHWAY 35 ON THE EAST SIDE OF MONTICELLO, GO EAST ON HIGHWAY 278 FOR 0.1 MILES TO A PAVED ROAD ON THE LEFT, AIRPORT ROAD, TURN LEFT, NORTH ON ROAD FOR 0.5 MILES TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT, EAST, ON PAVED ROAD FOR 0.2 MILES BETWEEN TWO ROWS OF HANGARS AND WEST OF THE AIRPORT OFFICE TO THE SOUTH END OF THE RUNWAY. GO 0.1 MILES AROUND THE END OF RUNWAY TO THE EAST SIDE AND THE 0 METER STATION. 0 METER STATION IS 419.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RUNWAY. 170.3 FEET NORTHWEST OF A WITNESS POST IN THE TREE LINE. 82.7 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF THE RUNWAY. SET 0.3 FEET BELOW THE SURFACE OF THE GROUND. 150 METER STATION IS 205.0 FEET NORTHWEST OF THE TREE LINE. 87.9 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE RUNWAY. 81.1 FEET EAST OF THE CENTER LINE OF THE RUNWAY. SET 0.4 FEET BELOW THE SURFACE OF THE GROUND. 430 METER STATION IS 153.9 FEET NORTHWEST OF A WINDSOCK. 79.4 FEET EAST OF THE CENTER LINE OF THE RUNWAY. 50.9 FEET WEST OF THE TOP OF A CUT BANK. SET 0.5 FEET BELOW THE SURFACE OF THE GROUND. 1400 METER STATION IS LOCATED 177.5 FEET NORTHWEST OF THE TREE LINE. 74.1 FEET EAST OF THE CENTER LINE OF THE RUNWAY. 36.7 FEET SOUTH OF A WITNESS POST SET IN THE SOUTHEAST CORNER OF A DRAIN HEADWALL. SET 0.4 FEET BELOW THE SURFACE OF THE GROUND. THE BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS AND IT'S MEMBERSHIP, ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT AND THE UNIVERSITY OF ARKANSAS AT MONTICELLO. FOR INFORMATION REGARDING THIS BASELINE CONTACT THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS OFFICE IN HOT SPRINGS 501-321-0958. ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) 501-569-2341 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350932 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RUSSELLVILLE ARKANSAS ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G6406 POPE COUNTY LIST OF ADJUSTED DISTANCES (JUNE 18, 1986) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 101.774 150 100.986 149.9844 149.9865 0.1 0 101.774 430 99.249 406.0017 406.0095 0.4 0 101.774 1000 101.699 1005.8847 1005.8847 0.5 150 100.986 430 99.249 256.0173 256.0232 0.4 150 100.986 1000 101.699 855.9003 855.9006 0.5 430 99.249 1000 101.699 599.8829 599.8879 0.4 DESCRIPTION OF RUSSELLVILLE BASE LINE YEAR MEASURED: 1986 CHIEF OF PARTY: JNL THE BASE LINE IS LOCATED AT THE LAKE DARDANELLE STATE PARK, WHICH IS ABOUT 5.6 KM (3.5 MI) SW OF RUSSELLVILLE. TO REACH FROM U.S. HIGHWAY 64 AND STATE HIGHWAY 7 IN RUSSELLVILLE, GO SOUTH ON HIGHWAY 3.4 KM (2.25 MI) TO A ROAD RIGHT (OLD POST ROAD) AND SIGN DARDANELLE STATE PARK, TURN RIGHT, WEST, AND GO FOR 2.6 KM (1.6 MI) TO A PAVED ROAD LEFT BETWEEN A SOFTBALL FIELD AND A SOCCER FIELD, TURN LEFT, SOUTHERLY FOR 0.4 KM (0.25 MI) TO A FORK, KEEP RIGHT SOUTHERLY FOR 0.3 KM (0.2 MI) TO ANOTHER FORK, KEEP RIGHT FOR 0.2 KM (0.15 MI) TO A THIRD FORK. KEEP RIGHT GOING SSE FOR 0.2 KM (0.1 MI) TO A STOP SIGN, TURN RIGHT, SOUTH, FOR 0.2 KM (0.1 MI) TO THE END OF A PARKING LOT, CONTINUE SOUTHERLY ACROSS GRASS FOR ] 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD--350932 NOS - NATIONAL GEODETIC SURVEY RUSSELLVILLE CBL BASE LINE STATE--ARKANSAS SILVER SPRING MD 20910 SOURCE NO-- 16406 POPE COUNTY NEAREST TOWN-- RUSSELLVILLE LIST OF ADJUSTED DISTANCES ( 5/ 5/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 101.774 150 100.986 149.9911 149.9932 .2 0 101.774 430 99.249 406.0108 406.0186 .2 0 101.774 1000 101.699 1005.8847 1005.8847 .3 150 100.986 430 99.249 256.0197 256.0256 .1 150 100.986 1000 101.699 855.8936 855.8939 .2 430 99.249 1000 101.699 599.8738 599.8788 .2 DESCRIPTION OF RUSSELLVILLE BASE LINE YEAR MEASURED: 2005 CHIEF OF PARTY: JBW THE BASE LINE IS LOCATED AT THE OLD POST ROAD STATE PARK, WHICH IS ABOUT 3.5 MILES SOUTHWEST OF RUSSELLVILLE. TO REACH THE BASELINE FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE HIGHWAY 326 & 7T ABOUT 2 MILES SOUTH OF RUSSELLVILLE. GO SOUTH ON HIGHWAY 7 0.1 MILES TO A STOP LIGHT AND LOCK & DAM ROAD ON THE RIGHT, TURN RIGHT, WEST, AND GO FOR 2.6 KM (1.6 MI) TO A PAVED ROAD LEFT JUST PAST A SOCCER COMPLEX ON THE LEFT AND WASHBURN CEMETARY AND MONUMENT ON THE RIGHT, TURN LEFT ON ROAD (LEADS TO PARK AND BOAT RAMP)SOUTHERLY FOR 0.05 MILES TO THE 1005 METER POINT ON THE LEFT, CONTINUE SOUTH ON ROAD 0.60 MILES TO A PARKING LOT, BEAR LEFT INTO THE PARKING LOT AND GO 0.1 MILES TO THE SOUTH END OF LOT TO A GRASS AREA, CONTINUE SOUTH ACROSS GRASS 0.1 MILES TO THE 0 METER STATION IN A CLEARED AREA OF HONEY SUCKLE VINES. THE BASE LINE IS A SOUTH-NORTH LINE WITH THE 0 METER POINT ON THE SOUTH END, THERE ARE FOUR MARKS ON THE BASE LINE, ONE AT THE 0 METER POINT, 150, 406, AND 1005 METER POINTS. 100 FT POINT SET ON LINE DUE NORTH OF 0 METER POINT. LINE RUNS PARALLEL TO AN OLD FENCE LINE AND TREE LINE THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS WITH EACH METER POINT HAVING A DIFFERENT STAMPING. THE 0 METER POINT IS STAMPED---0---, THE 150 METER POINT IS STAMPED ---150---, THE 406 METER POINT IS STAMPED ---430---, AND THE 1005 METER POINT IS STAMPED ---1000---. NOTE---THE 1005 ALSO HAS A STAMPING OF 02 DEGREES 02 MINUTES 37 SECONDS, A SUN SHOT READING. THE 0 METER POINT IS LOCATED 100 FEET SOUTH OF THE 100 FOOT CHAIN STATION AND USFS WITNESS POST. 43.0 FEET NORTHWEST OF A USFS WITNESS POST WITNESS POST AND BOUNDARY MARKER. 41.2 FEET WEST OF A CHAIN LINK FENCE. 6.6 FEET NORTH FROM THE DOWNWARD SLOPE LEADING TO THE ARKANSAS RIVER. 2.3 FEET WEST OF A USFS WITNESS POST. THE 150 METER POINT IS LOCATED 59.0 FEET EAST OF THE EAST EDGE OF THE PARKING LOT. 26.6 FEET NORTHEAST OF A 9 INCH SWEET GUM TREE. 21.7 FEET EAST OF A 12 INCH SWEET GUM TREE. 2.2 FEET WEST OF A USFS WITNESS POST. THE 406 METER POINT IS LOCATED 42.0 FEET SOUTHWEST OF A USFS WITNESS POST. 32.0 FEET WEST OF A FENCE LINE. 22.2 FEET WEST OF A 12 INCH SWEET GUM. 2.0 FEET WEST OF A USFS WITNESS POST. THE 1005 METER POINT IS LOCATED 45.5 FEET SOUTHWEST OF A USFS WITNESS POST. 35.8 FEET EAST OF THE ROAD. 11.9 FEET SOUTHWEST OF A 12 INCH SYCAMORE TREE. 1.9 FEET WEST OF A USFS WITNESS POST. LINE OF SIGHT MAY BE OBSCURED FROM THE OTHER STATIONS DURING SPRING FOILAGE. THE BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS AND IT'S MEMBERSHIP, ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT. FOR INFORMATION REGARDING THIS BASELINE CONTACT THE ARKANSAS SOCIETY OF PROFESSIONAL SURVEYORS OFFICE IN HOT SPRINGS AT 501-321-0958. ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) 501-569-2341.