STATE OF GEORGIA CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD ALBANY CBL (1991 REMEASURED) GEORGIA DOUGHERTY N310841 ALBANY MARINE CBL GEORGIA DOUGHERTY N310841 ATHENS CBL (2005 VERIFIED) GEORGIA CLARKE N330831 ATLANTA CBL (1992 NO LONGER USEABLE) GEORGIA FULTON N330844 AUGUSTA CBL (1992 NO LONGER USEABLE) GEORGIA RICHMOND N330822 BAINBRIDGE GEORGIA DECATUR N300844 BRISCOE FIELD CBL GEORGIA GWINNETT N330834 BRUNSWICK CBL (1992 REMEASURED) GEORGIA GLYNN N310812 CARTERSVILLE CBL (1992 NO LONGER USEABLE) GEORGIA BARTOW N340843 COLUMBUS CBL (1991 REMEASURED) GEORGIA MUSCOGEE N320843 DALTON CBL (1992 NO LONGER USEABLE) GEORGIA WHITFIELD N340844 EASTMAN (1992 NO LONGER USEABLE) GEORGIA DODGE N320832 GAINESVILLE CBL (1992 REMEASURED) GEORGIA HALL N340833 LA GRANGE CBL (1991 REMEASURED) GEORGIA TROUP N330852 MACON CBL (2005 REMEASURED) GEORGIA BIBB N320834 MADRAY SPRINGS CBL (1992 REMEASURED) GEORGIA WAYNE N310814 MILLEDGEVILLE CBL (1992 NO LONGER USEABLE) GEORGIA BALDWIN N330832 SANDERSVILLE CBL (1992 REMEASURED) GEORGIA WASHINGTON N320824 STATESBORO CBL (2016 REMEASURED) GEORGIA BULLOCH N320813 THOMASTON CBL (1991 REMEASURED) GEORGIA UPSON N320841 THOMASVILLE CBL (1992 REMEASURED) GEORGIA THOMAS N300834 TIFTON CBL (1992 REMEASURED) GEORGIA TIFT N310832 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N310841 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ALBANY CBL GEORGIA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15889 DOUGHERTY COUNTY NEAREST TOWN: ALBANY LIST OF ADJUSTED DISTANCES (JUNE 18, 1991) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 60.960 150 61.436 149.9906 149.9914 0.1 0 60.960 730 61.036 732.1426 732.1426 0.1 0 60.960 1059 62.242 1059.5578 1059.5586 0.2 150 61.436 730 61.036 582.1520 582.1522 0.1 150 61.436 1059 62.242 909.5672 909.5676 0.1 730 61.036 1059 62.242 327.4151 327.4174 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: ALBANY BASE LINE YEAR MEASURED: 1977 YEAR REMEASURED: 1991 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT WHICH IS ALONG STATE HIGHWAY 91 ON THE WEST SIDE OF THE ROAD ON THE SOUTH EDGE OF ALBANY. IT IS IN THE NORTHWEST EDGE OF THE AIRPORT ABOUT 190 M (630 FT) NORTHWEST OF THE NORTH-WEST END OF RUNWAY 16. ALL USERS OF THE BASE LINE MUST BE ACCOMPANIED TO THE SITE. THE BASE LINE IS A NORTH-NORTHWEST - SOUTH-SOUTHEAST LINE WITH THE 0-METER POINT ON THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 730, AND 1059-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH AND SOUTHEAST OF THE 0-METER POINT. TO REACH THE BASE LINE CONTACT MR. NORRIS STEAVENS, JR. AT THE ALBANY PUBLIC WORKS DEPARTMENT. TO REACH HIS OFFICE FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND STATE HIGHWAYS 91, 133 (JEFFERSON STREET) ON THE NORTH SIDE OF ALBANY, GO SOUTH ON STATE HIGHWAYS 19, 133 FOR 0.8 KM (0.5 MI) TO 11th AVENUE ON THE RIGHT. TURN RIGHT AND GO WEST ON 11th AVENUE FOR 0.3 KM (0.2 MI) TO THE INTERSECTION OF NORTH MONROE STREET AND THE PUBLIC WORKS BUILDING ON THE RIGHT. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED "ALBANY 0" SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED "ALBANY 150" SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 108.7 M (356.6 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF RUNWAY 34-16, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 730-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED "ALBANY 730" SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 17.2 M (56.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF A TAXIWAY, 15.7 M (51.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY LEADING TO AYRES COMPANY HANGER, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 1059-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED "ALBANY 1059" SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 24.2 M (79.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF A TAXIWAY, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A PLAIN BRASS DISK STAMPED "ALBANY 100" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THIS POINT WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 100.00 FEET (MARK-TO-MARK DISTANCE) FROM THE 0-METER POINT AT THIS TIME. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. ALL CBL USERS MUST BE ACCOMPANIED TO THE SITE. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION AND THE CITY OF ALBANY, GEORGIA. FOR MORE INFORMATION CONTACT MR. NORRIS STEAVENS, JR., AT THE THE OFFICE OF CITY ENGINEER, PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION, P.O. BOX 447, 1900 NORTH MONROE STREET, ALBANY, GEORGIA 31703-4801. TELEPHONE (912) 883-6950. OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GEORGIA 30303. TELEPHONE 404-656-5527. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N310841 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ALBANY MARINE CBL GEORGIA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15889 DOUGHERTY COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 14, 1986) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 59.548 150 59.901 149.9992 149.9996 0.1 0 59.548 580 59.606 580.0056 580.0056 0.4 0 59.548 1240 61.096 1240.0018 1240.0027 0.5 150 59.901 580 59.606 430.0064 430.0065 0.4 150 59.901 1240 61.096 1090.0026 1090.0032 0.5 580 59.606 1240 61.096 659.9961 659.9978 0.3 DESCRIPTION OF ALBANY MCBL BASE LINE YEAR MEASURED: 1985 CHIEF OF PARTY: WJR THIS BASE LINE WAS ESTABLISHED FOR THE MARINE CORPS LOGISTICS BASE AT ALBANY, GEORGIA FOR CALIBRATION OF THEIR EQUIPMENT. THERE WILL BE NO PUBLIC ACCESS TO THE SITE AND THEY REQUIRE NOT DETAILED DESCRIPTION. AN ASTRONOMIC AZIMUTH IS TO BE ESTABLISHED ON THE LINE IN ADDITION TO THE NORMAL EDMI DISTANCES. THE GEORGIA STATE ADVISOR WILL ESTABLISH THE AZIMUTH. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330831 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ATHENS CBL GEORGIA ROCKVILLE MD 20852 - MAY 15, 1992 PROJECT ACCESSION NUMBER: 15889 CLARKE COUNTY NEAREST TOWN: ATHENS LIST OF ADJUSTED DISTANCES (MAY 13, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 CLARKE 243.780 150 CLARKE 241.613 149.9957 150.0114 0.1 0 CLARKE 243.780 800 CLARKE 234.233 799.9949 800.0519 0.1 0 CLARKE 243.780 1400 CLARKE 229.299 1400.0688 1400.1437 0.2 150 CLARKE 241.613 800 CLARKE 234.233 649.9992 650.0411 0.1 150 CLARKE 241.613 1400 CLARKE 229.299 1250.0730 1250.1336 0.1 800 CLARKE 234.233 1400 CLARKE 229.299 600.0737 600.0940 0.1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 300 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 300.03 FT. DESCRIPTION OF ATHENS CBL YEAR MEASURED: 1978 YEAR REMEASURED: 2005 VERIFIED CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST OF ATHENS AT THE ATHENS/BEN-EPPS AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE SOUTH EDGE OF RUNWAY 09-27. FOR PERMISSION TO ENTER AIRPORT PROPERTY PLEASE CONTACT MR. FRANK DIVELY, AIRPORT MANAGER, 1010 BEN EPPS DRIVE, ATHENS, GA 30605. TELEPHONE (404) 354-2916. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS WITH A 300-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND WEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 78 AND U.S. HIGHWAY 78 BUSINESS, LOCATED ON THE EAST SIDE OF ATHENS, GO EAST ON U.S. HIGHWAY 78 AND STATE HIGHWAY 10 (LEXINGTON ROAD) FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF WINTERVILLE ROAD ON THE LEFT. TURN LEFT AND GO NORTHERLY ON WINTERVILLE ROAD FOR 1.5 KM (0.9 MI) TO THE Y-INTERSECTION OF SPRING VALLEY ROAD ON THE LEFT. CONTINUE EASTERLY ON WINTERVILLE ROAD FOR 1.5 KM (0.9 MI) TO THE INTERSECTION OF BEN EPPS DRIVE ON THE RIGHT. TURN RIGHT AND GO SOUTHERLY ON BEN EPPS DRIVE FOR 0.45 KM (0.27 MI) TO A PARKING AREA ON THE RIGHT. TURN RIGHT AND GO WESTERLY THROUGH PARKING AREA FOR 0.2 KM (0.1 MI) TO THE AIRPORT OFFICE AND CONTROLLED GATE LEADING TO THE AIRPORT APRON. PASS THROUGH GATE AND GO SOUTHEASTERLY ACROSS APRON AND ONTO TAXIWAY FOR 0.5 KM (0.3 MI) TO THE 0-METER POINT IN THE SOUTHWEST ANGLE OF RUNWAYS 09-27 AND 02-20. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED CLARKE "0", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 32.4 M (106.3 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 09-27, 15.4 M (50.5 FT) NORTHWEST OF THE WESTERN EDGE OF A TAXIWAY, AND 12.3 M (40.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A LIGHTED SIGN FOR RUNWAY 09-27. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED CLARKE "150", SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 32.4 M (106.3 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 09-27 AND 6.0 M (19.7 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE ELECTRIC CONTROL BOX. THE 800-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED CLARKE "800", SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 50.0 M (164.0 FT) NORTH OF A FIBERGLASS WITNESS POST IN A FENCE LINE AND 32.4 M (106.3 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 09-27. THE 1400-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED CLARKE "1400", 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) NORTH OF A FIBERGLASS WITNESS POST IN A FENCE LINE, 25.6 M (84.0 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF RUNWAY 09-27, 24.5 M (80.4 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 09-27, AND 2.9 M (9.5 FT) EAST-SOUTHEAST OF C&GS STATION STAMPED "STA. B 2 1964". THE 300-FOOT TAPE CALIBRATION STATION IS A BLANK DISK STAMPED CLARKE "300", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 106.8 M (350.4 FT) WEST OF THE WESTERN EDGE OF A TAXIWAY AND 32.4 M (106.3 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 09-27. THE 300-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AT THIS TIME AND FOUND TO BE 91.448 M (300.03 FT) FROM THE 0-METER POINT (MARK-TO-MARK DISTANCE). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. ROGER LONDON, GEORGIA DEPARTMENT OF TRANSPORTATION, P.O. BOX 1057, GAINESVILLE, GA 30503. TELEPHONE (404) 532-5501. OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. REVISED: 06/23/92 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330844 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ATLANTA GEORGIA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15889 FULTON COUNTY *** ATLANTA BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (JANUARY 25, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 256.86 150 255.27 150.0013 150.0097 0.5 0 256.86 689 247.06 689.4253 689.4949 0.9 0 256.86 1065 243.31 1064.7282 1064.8144 1.2 150 255.27 689 247.06 539.4240 539.4864 0.7 150 255.27 1065 243.31 914.7269 914.8051 1.0 689 247.06 1065 243.31 375.3028 375.3216 0.7 DESCRIPTION OF ATLANTA BASE LINE YEAR MEASURED: 1977 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED AT THE CHARLIE BROWN COUNTY AIRPORT ON THE WEST SIDE OF ATLANTA ABOUT 0.5 MILE NORTH OF INTERSTATE HIGHWAY 20. IT IS ON THE SOUTH SIDE OF THE AIRPORT AND RUNS ALONG RUNWAY 14-32. IT IS ABOUT 20 FEET SOUTH OF THE SOUTH TAXI-WAY. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND FULTON INDUSTRIAL BOULEVARD, WHICH IS ON THE WEST SIDE OF ATLANTA, GO NORTH ON THE BOULEVARD FOR 0.3 MILE TO GORDON ROAD (MARTIN LUTHER KING JR.). TURN LEFT AND GO WEST TO THE NATIONAL GUARD BUILDING FOR ENTRANCE TO THE AIRPORT AND THE BASE LINE AS DESCRIBED. THE 0 METER POINT IS ABOUT 800 FEET SOUTHEAST OF THE NATIONAL GUARD BUILDING AND APPROXIMATELY 500 FEET SOUTHEAST OF THE SOUTHEAST END OF THE RUNWAY. IT IS 163 FEET SOUTHEAST OF A CONCRETE DRAIN, 199 FEET EAST OF A WITNESS POST SET IN A FENCE LINE AND 20 FEET NORTHEAST OF A WITNESS POST SET IN A FENCE LINE. ALL THE MARKS ARE GEORGIA DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE UNDERGROUND DISKS ARE 3 FEET BELOW THE SURFACE. THE DISKS ARE NOT STAMPED AT THIS TIME. THE BASE LINE CONSISTS OF THE 0, 150, 689, AND 1065 METER POINTS WITH A DISK SET AT 100 FEET NORTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE 1065 METER POINT HAS BEEN PAVED OVER. THE BASE LINE IS A NORTHWEST--SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. USER NOTES: *** ATLANTA CBL, GA. IS NO LONGER USABLE. WE DID NOT VISIT THIS CBL, HOWEVER, JEFF OLSEN (NGS GEORGIA STATE ADVISOR) AND PERSONNEL FROM GEORGIA DOT REPORT THAT ACCESS TO ATLANTA CBL HAS BEEN DENIED. *** THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. W.D. W.D. KIRK AT GEORGIA DEPARTMENT OF TRANSPORTATION 65 AVIATION CIRCLE IN ATLANTA, GEORGIA 30336. HIS TELEPHONE NUMBER IS 404-696-4634. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330822 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: AUGUSTA CBL GEORGIA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15889 RICHMOND COUNTY *** AUGUSTA BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION BELOW *** LIST OF ADJUSTED DISTANCES (JANUARY 25, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 DANIEL 128.45 150 DANIEL 127.40 150.0041 150.0078 0.3 0 DANIEL 128.45 651 DANIEL 127.36 651.2819 651.2828 0.6 0 DANIEL 128.45 1058 DANIEL 127.11 1058.9310 1058.9319 0.8 150 DANIEL 127.40 651 DANIEL 127.36 501.2777 501.2778 0.5 150 DANIEL 127.40 1058 DANIEL 127.11 908.9268 908.9269 0.7 651 DANIEL 127.36 1058 DANIEL 127.11 407.6491 407.6492 0.5 DESCRIPTION OF AUGUSTA BASE LINE YEAR MEASURED: 1977 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED IN SOUTHWEST AUGUSTA AT DANIEL FIELD AIRPORT. IT IS ON THE NORTHWEST EDGE OF THE AIRPORT ON THE SOUTH SIDE OF RUNWAY 10. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND WHEELESS ROAD IN SOUTHWEST AUGUSTA, GO NORTH ON WHEELESS ROAD FOR 1 MILE TO DANIEL FIELD ON THE LEFT. TURN LEFT THRU A GATE TO THE NORTHWEST END OF RUNWAY 10 AND THE 0 METER POINT AS DESCRIBED. THE 0 METER POINT IS 162 FEET SOUTH OF THE EDGE OF THE RUNWAY, 105 FEET NORTHWEST OF A WITNESS POST, 30 FEET NORTHEAST OF THE EDGE OF A BANK AND 30 FEET NORTH OF A WITNESS POST AND WIRE FENCE. ALL THE MARKS ARE GEORGIA DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE DISKS ARE STAMPED DANIEL 0, DANIEL 150, DANIEL 651 AND DANIEL 1058. THESE MARKS ARE THE BASE LINE WITH A DISK SET AT 100 FEET SOUTHEAST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. ALL THE MARKS HAVE A DISK SET 3 FEET BELOW THE GROUND. USER NOTES: *** AUGUSTA, GA. CBL- IS NO LONGER USABLE. THE POINTS WERE SEARCHED FOR BUT NOT FOUND. THIS CBL WAS LOCATED ALONG A RUNWAY AND A NEW TAXIWAY WAS CONSTRUCTED RIGHT DOWN THE BASE LINE. APPARENTLY THE CBL MARKS WERE REMOVED BY LOCAL SURVEYORS AND MOVED TO ANOTHER PART OF THE AIRPORT. I TALKED WITH JOHN ATTAWAY (404-722-1588) AND HE SAID THE POINTS WERE PUT IN ON THE NORTH SIDE OF RUNWAY 10-28 BUT THERE ARE ONLY THREE POINTS NOW. LOCAL SURVEYORS HAVE BEEN USING THIS AS A BASE LINE AND BY CONSENSUS HAVE COME UP WITH DISTANCES BETWEEN EACH POINT. THE ORIGINAL AUGUSTA CBL WAS LOCATED ON THE SOUTH SIDE OF RUNWAY 10-28. THE NEW BASE LINE POINTS WERE NOT RECOVERED BY G-10. *** THE BASE LINE RUNS NORTHWEST-SOUTHEAST WITH THE 0 METER POINT ON THE NORTHWEST END. IT WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. THOMAS H. ROBERTSON, BALDWIN AND CRANSTON ASSOCIATES, INC., 1103 GREEN STREET, AUGUSTA, GEORGIA 30901. HIS TELEPHONE NUMBER IS (404) 722-1588. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N300844 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BAINBRIDGE CBL GEORGIA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15889 DECATUR COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 25, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 DECATUR 41.97 150 DECATUR 41.61 150.0015 150.0019 0.5 0 DECATUR 41.97 800 DECATUR 40.24 800.1014 800.1033 0.9 0 DECATUR 41.97 1400 DECATUR 42.10 1399.9506 1399.9506 1.2 150 DECATUR 41.61 800 DECATUR 40.24 650.0999 650.1013 0.7 150 DECATUR 41.61 1400 DECATUR 42.10 1249.9491 1249.9492 1.0 800 DECATUR 40.24 1400 DECATUR 42.10 599.8491 599.8519 0.7 DESCRIPTION OF BAINBRIDGE BASE LINE YEAR MEASURED: 1977 YEAR VERIFIED: 1988 CHIEF OF PARTY: MTL THIS BASE LINE IS LOCATED 9.7 KM (6.0 MI) NORTHWEST OF BAINBRIDGE, 6.4 KM (4.0 MI) NORTHWEST OF THE JUNCTION OF U.S.HIGHWAYS 27 AND 84, AND AT THE DECATUR COUNTY INDUSTRIAL AIRPARK ALONG THE SOUTH EDGE OF A 100 M BY 1200 M CONCRETE PAD AT THE AIRPORT. TO REACH THE BASE LINE FROM JUNCTION OF U.S.HIGHWAYS 27 AND 84 NORTHWEST OF BAINBRIDGE, GO NORTH ON U.S.HIGHWAY 27 FOR 6.5 KM (4.0 MI) TO A PAVED SIDE ROAD AND THE ENTRANCE TO DECATUR COUNTY INDUSTRIAL AIRPARK. TURN LEFT AND GO WEST ON INDUSTRIAL BLVD. FOR 1.2 KM (0.75 MI) TO A RAILROAD CROSSING. CON-TINUE STRAIGHT AND GO WEST FOR 0.2 KM (0.15 MI) WHERE INDUSTRIAL BLVD. BECOMES JABARA AVENUE. CONTINUE STRAIGHT ON JABARA AVENUE FOR 0.64 KM (0.4 MI) TO THE AIRPORT ENTRANCE, RAMP ROAD, AND AIRPARK FIRE STATION ON THE LEFT. TURN LEFT AND GO SOUTH ON RAMP ROAD FOR 0.32 KM (0.2 MI) ONTO THE CONCRETE RAMP TO THE SOUTH EDGE. TURN RIGHT AND GO WEST ALONG THE EDGE FOR 0.56 KM (0.35 MI) TO THE WEST EDGE OF THE RAMP. CONTINUE STRAIGHT ONTO THE GRASS FOR 62.0 METERS (203 FT) TO THE 0 METER POINT ON THE LEFT. THIS IS A WEST-EAST BASE LINE WITH THE 0 METER POINT ON THE WEST END. THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS WITH 100 FOOT AND 200 F00T TAPE CALIBRATION STATIONS IN LINE AND EAST OF THE 0 METER POINT. ALL POINTS ARE ON A LINE WHICH RUNS PARALLEL TO AND SOUTH OF THE SOUTH EDGE OF THE CONCRETE RAMP. THE 0 METER POINT IS A GEORGIA DEPARTMENT OF TRANPORTATION SURVEY STATION DISC, STAMPED "DECATUR '0'", SET IN THE TOP OF A 30 CM ( 12 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 0.85 METERS (2.8 FT) NORTH OF A METAL WITNESS POST, AND 62.0 METERS WEST OF THE WEST EDGE OF A PAVED TAXIWAY AND CONCRETE RAMP. THE 150 METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION SURVEY STATION DISC, STAMPED "DECATUR '150'", SETIN THE TOP OF A 25 CM (10 IN) DIA-METER CONCRETE POST FLUSH WITH THE GROUND, 0.45 METERS (1.5 FT) SOUTH OF A NGS WITNESS POST, 1.1 METERS (3.6 FT) NORTH OF A METAL WITNESS POST, 15.0 METERS (49.2 FT) SOUTH OF THE EDGE OF THE CONCRETE RAMP, AND 47.0 METERS EAST OF THE EDGE OF A PAVED TAXIWAY. THE 800 METER POINT IS GEORGIA DEPARTMENT OF TRANSPORTATION SURVEY STATION DISC, STAMPED "DECATUR '800'", SET IN THE TOP OF A 28 CM (10 IN) DIA-METER CONCRETE POST FLUSH WITH THE GROUND, 0.48 METERS (1.6 FT) SOUTH OF A NGS WITNESS POST, 0.9 METERS (3.0 FT) NORTH OF A METAL WITNESS POST, AND 14.8 METERS (48.6 FT) SOUTH OF THE EDGE OF THE CONCRETE RAMP. THE 1400 METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION SURVEY STATION DISC, STAMPED "DECATUR '1400'", SET IN THE TOP OF A 28 CM (10 IN) DIA-METER CONCRETE POST FLUSH WITH THE GROUND, 0.9 METERS (3.0 FT) NORTH OF A WITNESS POST, AND 95.0 METERS (312 FT) EAST OF A PAVED TAXIWAY AND CONCRETE RAMP. USER NOTES: SAFETY PRECAUTIONS SHOULD BE TAKEN DUE TO FREQUENT AIR TRAFFIC. ALL POINT ELEVATIONS FOR BASE LINE USE ONLY. CARE SHOULD BE TAKEN TO PLUMB OVER EACH POINT. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT MR. RAYMOND STONE, GEORGIA D.O.T., 710 W. 2ND STREET, TIFTON, GEORGIA, 31793, TELEPHONE (912) 386-3280. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330834 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BRISCOE FIELD CBL GEORGIA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15889 GWINNETT COUNTY NEAREST TOWN: LAWARNCEVILLE LIST OF ADJUSTED DISTANCES ( 4/ 6/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) GWNO 326.779 GWN150 324.812 149.9102 149.9231 .2 GWNO 326.779 GWN429 321.704 429.9445 429.9744 .2 GWNO 326.779 GWN1087 318.300 1087.0242 1087.0573 .3 GWN150 324.812 GWN429 321.704 280.0343 280.0515 .2 GWN150 324.812 GWN1087 318.300 937.1139 937.1365 .2 GWN429 321.704 GWN1087 318.300 657.0796 657.0884 .2 DESCRIPTION OF: BRISCOE FIELD CBL YEAR MEASURED: 2005 CHIEF OF PARTY: JOS THE BASE LINE IS LOCATED AT NEAR BRISCOE FIELD IN LAWRENCEVILLE, GEORGIA. THE BASE LINE IS A EAST - WEST BASELINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 429, AND 1087-METER POINTS. TO REACH THE BASE LINE FROM INTERSTATE 85 AND SR316 CONTINUE ALONG SR 316 FOR 1.8 MILES, YOU WILL TURN LEFT ON SR20 AND AND CONTINUE TO HURRICANE SHOALS ROAD WITH IS 0.6MILES. TURN RIGHT ON HURRICANE SHOASL RD AND GO APPROX 0.5 MILES TO HOSEA ROAD. TAKE A RIGHT ON HOSEA ROAD TO BRISCOE BLVD WHICH WILL BE ON THE LEFT. TURN LEFT AND GO APPROXIMATELY .25 MILES TO THE "0" STATION WHICH IS LOCATED ON THE LEFTSIDE OF BRISCOE FIELD. THE 0-METER POINT IS A NGS DISK STAMPED "GWN 0" SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 20FT SOUTHEAST OF THE EDGE OF ROAD (BRISCOE BLVD), AND 2.0 FEET NORTH OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A NGS DISK STAMPED "GWN 150" SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 23FT SOUTHEAST IF THE EDGE OF ROAD (BRISCOE BLVD), AND 2.0 FEET NORTH OF A FIBERGLASS WITNESS POST. THE 429-METER POINT IS A NGS DISK STAMPED "GWN 429" SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 27FT SOUTHEAST IF THE EDGE OF ROAD (BRISCOE BLVD), AND 2.0 FEET NORTH OF A FIBERGLASS WITNESS POST. THE 1087-METER POINT IS A NGS DISK STAMPED "GWN 1087" SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 28FT SOUTHEAST IF THE EDGE OF ROAD (BRISCOE BLVD), AND 2.0 FEET NORTH OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED BY THE SURVEYING AND MAPPING SOCIETY OF GEORGIA. FOR MORE INFORMATION CONTACT MR. JOSHUA O. STICE, AT GEORGIA POWER COMPANY, 241 RALPH MCGILL BLVD, BIN 10151, ATLANTA, GA, 30308. TELEPHONE (404) 717-2094. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N310812 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BRUNSWICK CBL GEORGIA ROCKVILLE MD 20852 - APRIL 17, 1992 PROJECT ACCESSION NUMBER: 15889 GLYNN COUNTY NEAREST TOWN: BRUNSWICK LIST OF ADJUSTED DISTANCES (APRIL 9, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 GLYNN 7.331 150 GLYNN 6.629 149.9953 149.9969 0.1 0 GLYNN 7.331 795 GLYNN 5.575 795.1240 795.1259 0.2 0 GLYNN 7.331 1410 GLYNN 5.103 1410.9091 1410.9109 0.3 150 GLYNN 6.629 795 GLYNN 5.575 645.1287 645.1295 0.2 150 GLYNN 6.629 1410 GLYNN 5.103 1260.9137 1260.9147 0.3 795 GLYNN 5.575 1410 GLYNN 5.103 615.7851 615.7852 0.2 DESCRIPTION OF BRUNSWICK BASE LINE YEAR MEASURED: 1977 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH-NORTHEAST OF BRUNSWICK AT THE GLYNCO JETPORT. THE BASE LINE RUNS APPROXIMATELY PARALLEL WITH AND NORTH OF RUNWAY 25-07. FOR GATE KEY AND PERMISSION TO ENTER AIRPORT PROPERTY PLEASE CONTACT MR. GARY MOORE, MANAGING DIRECTOR, GLYNN COUNTY AIRPORT COMMISSION, 500 CONNOLE STREET, BRUNSWICK, GA 31520. TELEPHONE (912) 265-2070. THE BASE LINE IS AN EAST-NORTHEAST, WEST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 795, AND 1410 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND EAST-NORTHEAST OF THE 0-METER STATION. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 25 (NORTH GOLDEN ISLE PARKWAY) AND INTERSTATE HIGHWAY 95 (EXIT 8), LOCATED ABOUT 9.7 KM (6.0 MI) NORTH OF BRUNSWICK, GO SOUTHEAST ON HIGHWAY 25 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF GLYNCO PARKWAY ON THE LEFT. TURN LEFT AND GO NORTHEASTERLY ON GLYNCO PARKWAY FOR 3.7 KM (2.3 MI) TO A PAVED INTERSECTION AND AIRPORT SIGN. (NOTE - TURN LEFT HERE FOR AIRPORT TERMINAL AND AIRPORT MANAGER'S OFFICE.) CONTINUE NORTHEASTERLY ON GLYNCO PARKWAY FOR 2.2 KM (1.4 MI) TO A PAVED INTERSECTION AND SIDNEY LANER DRIVE ON THE RIGHT. TURN LEFT AND GO NORTHERLY FOR 0.3 KM (0.2 MI) TO A LOCKED GATE. PASS THROUGH THE GATE AND CONTINUE NORTHERLY THEN WEST FOR 2.5 KM (1.6 MI) TO A NINETY DEGREE BEND IN THE PAVED ROAD AND A TRACK ROAD LEADING WEST. TAKE THE TRACK ROAD AND GO WESTERLY FOR 0.75 KM (0.47 MI) TO THE STATION ON THE LEFT NEAR THE EASTERN EDGE OF A CONCRETE TAXIWAY. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED GLYNN "0", 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 17.9 M (58.7 FT) SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD WHERE IT CROSSES A DITCH, 8.3 M (27.2 FT) EAST OF THE EAST EDGE OF A CONCRETE TAXIWAY, 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD, AND 1.2 M (3.9 FT) NORTH OF A METAL WITNESS POST. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED GLYNN "150", 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) SOUTHWEST OF A WOODEN POWER POLE NUMBER "50 A" WITH TWO GUY WIRES, 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD, AND 1.0 M (3.3 FT) NORTH OF A METAL WITNESS POST. THE 795-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED GLYNN 795, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 56.8 M (186.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING, 25.8 M (84.6 FT) SOUTHWEST OF A WOODEN POWER POLE, 12.1 M (39.7 FT) SOUTH OF A 12-FOOT CHAIN LINK FENCE, 2.0 M (6.6 FT) SOUTH OF THE SOUTH EDGE OF A MACADAM SURFACED ROAD, AND 1.1 M (3.6 FT) NORTH OF A METAL WITNESS POST. THE 1410-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED GLYNN 1410, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 34.1 M (111.9 FT) SOUTHWEST OF A WOODEN POWER POLE, 12.3 M (40.4 FT) SOUTH OF A 12-FOOT CHAIN LINK FENCE, 1.8 M (5.9 FT) SOUTH OF THE SOUTH EDGE OF A MACADAM SURFACED ROAD, AND 2.5 M (8.2 FT) NORTH OF A METAL WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A BLANK DISK STAMPED GLYNN 100, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 4.3 M (14.1 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 1.1 M ( 3.6 FT) NORTH OF A METAL WITNESS POST. THE STATION HAS BEEN DAMAGED BY EXCAVATION WORK AND IS LEANING TO THE EAST. THE MARK-TO- MARK DISTANCE TO THE 0-METER POINT WAS MEASURED BY EDMI METHOD AND FOUND TO BE 30.605 M (100.41 FT). 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 GEORGIA DEPARTMENT OF TRANSPORTATION AND THE GEORGIA PROFESSIONAL LAND SURVEYORS SOCIETY. FOR FURTHER INFORMATION PLEASE CONTACT MR. LARRY DREGGORS, BOX 59, ALLENHURST, GA 31301. TELEPHONE (912) 386- 6261. OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340843 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CARTERSVILLE CBL GEORGIA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15889 BARTOW COUNTY *** CARTERSVILLE BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (JANUARY 25, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 BARTOW 222.18 150 BARTOW 222.89 150.0009 150.0026 0.3 0 BARTOW 222.18 646 BARTOW 226.89 646.6326 646.6498 0.4 0 BARTOW 222.18 1029 BARTOW 228.78 1028.8489 1028.8701 0.6 150 BARTOW 222.89 646 BARTOW 226.89 496.6317 496.6478 0.4 150 BARTOW 222.89 1029 BARTOW 228.78 878.8480 878.8678 0.5 646 BARTOW 226.89 1029 BARTOW 228.78 382.2164 382.2210 0.4 DESCRIPTION OF CARTERSVILLE BASE LINE YEAR MEASURED: 1978 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS A NORTH-SOUTH BASE LINE LOCATED ON THE EAST SIDE OF AND RUNS PARALLEL TO THE RUNWAY AT THE CARTERSVILLE AIRPORT WHICH IS LOCATED ON STATE HIGHWAY 61 ABOUT 4 MILES SOUTHWEST OF CARTERSVILLE. THE BASE LINE CONSISTS OF THE 0, 150, 646, AND 1029 METER POINTS AND THE DISKS ARE STAMPED BARTOW "0", BARTOW "150", BARTOW "646", AND BARTOW "1029". AN UNDERGROUND DISK IS SET APPROXIMATELY 3 FEET BELOW THE SURFACE DISK AT EACH OF THE MONUMENTS. THERE IS A DISK SET AT 100 FEET FOR TAPE CALIBRATION. ALL OF THE DISKS ARE GEORGIA DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF CYLINDRICAL CONCRETE MONUMENTS THAT ARE FLUSH WITH THE SURFACE OF THE GROUND. THE 0 METER IS AT THE NORTH END OF THE BASE LINE AND IS 141 FEET NORTHEAST OF THE THIRD RUNWAY LIGHT IN A ROW OF SIX AND 3.7 FEET WEST OF A WITNESS POST. USER NOTES: *** CARTERSVILLE CBL, GA. IS NO LONGER USABLE. WE DID NOT VISIT THIS CBL, HOWEVER, GEORGIA DOT PERSONNEL REPORT THAT EXTENSIVE WORK HAS BEEN DONE ON AND AROUND THE RUNWAY. THE RUNWAY HAS BEEN WIDENED ON BOTH SIDES BY 12 FEET AND EXTENDED 300 FEET SOUTH AND 700 FEET NORTH. NONE OF THE MARKS WERE LOCATED BY GEORGIA DOT PERSONNEL. THEY ARE IN THE PROCESS OF LOOKING FOR A SITE TO REPLACE THIS CBL. *** FOR FURTHER INFORMATION ON THE BASE LINE, CONTACT MR. JACK H. RAY, LOCATION ENGINEER, P.O. BOX 623, GEORGIA DEPARTMENT OF TRANSPORTATION, CARTERSVILLE, GEORGIA 30120. THE TELEPHONE NUMBER IS (404) 382-3120. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N320843 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: COLUMBUS CBL GEORGIA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15889 CHATTAHOOCHEE COUNTY NEAREST TOWN: FORT BENNING LIST OF ADJUSTED DISTANCES (JUNE 18, 1991) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 CLEMENTS 100.140 150 CLEMENTS 96.557 150.0191 150.0619 0.1 0 CLEMENTS 100.140 600 CLEMENTS 93.251 600.1353 600.1748 0.2 0 CLEMENTS 100.140 1060 CLEMENTS 91.046 1061.1871 1061.2261 0.3 150 CLEMENTS 96.557 600 CLEMENTS 93.251 450.1160 450.1282 0.1 150 CLEMENTS 96.557 1060 CLEMENTS 91.046 911.1678 911.1844 0.2 600 CLEMENTS 93.251 1060 CLEMENTS 91.046 461.0517 461.0570 0.2 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: COLUMBUS BASE LINE YEAR MEASURED: 1978 YEAR REMEASURED: 1991 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTH OF DOWNTOWN COLUMBUS, ON THE MAIN POST OF FORT BENNING. IT LIES ALONG THE SOUTH SIDE OF AND RUNS APPROXIMATELY PARALLEL TO ECKEL STREET. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 600, AND 1060-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH AND WEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 27 AND 280 (VICTORY DRIVE) AND INTERSTATE HIGHWAY 185 (EXIT 1), LOCATED ON THE SOUTH SIDE OF COLUMBUS, GO WEST TURNING TO NORTHWEST ON U.S. HIGHWAYS 27 AND 280 FOR 2.25 KM (1.4 MI) TO THE INTERSECTION OF FORT BENNING ROAD. TURN LEFT AND GO SOUTH ON FORT BENNING ROAD FOR 1.0 KM (0.6 MI) TO THE ENTRANCE GATE ONTO FORT BENNING RESERVE. CONTINUE AHEAD, NOW ON FORT BENNING BOULEVARD, FOR 3.0 KM (1.9 MI) TO THE INTERSECTION OF ARROWHEAD ROAD. CONTINUE AHEAD ON FORT BENNING BOULEVARD FOR 0.08 KM (0.05 MI) TO THE FORT BENNING INFORMATION CENTER ON THE RIGHT, WHERE MAPS OF THE MAIN POST ARE AVAILABLE. CONTINUE AHEAD ON FORT BENNING BOULEVARD FOR 0.8 KM (0.5 MI) TO A MULTIPLE STREET INTERSECTION. CONTINUE STRAIGHT AHEAD ONTO SIGERFOOS ROAD. GO SOUTH, THEN SOUTHEAST ON SIGERFOOS ROAD FOR 1.1 KM (0.7 MI) TO THE INTERSECTION OF WOLD AVENUE. CONTINUE AHEAD SOUTHEAST, NOW ON FIRST DIVISION ROAD, FOR 0.24 KM (0.15 MI) TO THE INTERSECTION OF LUMPKIN ROAD. TURN RIGHT AND GO SOUTH ON LUMPKIN ROAD FOR 1.2 KM (0.75 MI) TO THE INTERSECTION OF DIXIE ROAD. TURN RIGHT AND GO SOUTHWEST ON DIXIE ROAD FOR 0.9 KM (0.55 MI) TO THE INTERSECTION OF EDWARDS STREET ON THE RIGHT. TURN RIGHT AND GO NORTH ON EDWARDS STREET FOR 0.08 KM (0.05 MI) TO THE MARK ON THE LEFT, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF EDWARDS AND ECKEL STREETS. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED CLEMENTS "0", SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 22.3 M (73.2 FT) SOUTH OF THE CENTERLINE OF ECKEL STREET, 17.6 M (57.7 FT) SOUTH OF A LIGHT POLE, 16.4 M (53.8 FT) WEST OF THE CENTERLINE OF EDWARDS STREET, AND 1.0 M (3.3 FT) NORTH OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED CLEMENTS "150", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 7.5 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 43.3 M (142.1 FT) SOUTHEAST OF THE SOUTH CORNER OF A "RANGER FIELD" SIGN, 36.4 M (119.4 FT) SOUTHWEST OF A LIGHT POLE, 35.2 M (115.5 FT) SOUTHEAST OF A LIGHT POLE, 23.9 M (78.4 FT) SOUTH OF THE CENTERLINE OF ECKEL STREET, AND 0.8 M (2.6 FT) NORTH OF A FIBERGLASS WITNESS POST. THE 600-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED CLEMENTS "600", 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 40.3 M (132.2 FT) SOUTHEAST OF A LIGHT POLE, 36.8 M (120.7 FT) SOUTH-SOUTHWEST OF THE ECKEL STREET/CHESNEY STREET SIGN POLE, 35.6 M (116.8 FT) SOUTHWEST OF A LIGHT POLE, 28.0 M (91.9 FT) SOUTH OF THE CENTERLINE OF ECKEL STREET, AND 0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS POST. THE 1060-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED CLEMENTS "1060", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 32.1 M (105.3 FT) SOUTH OF THE CENTERLINE OF ECKEL STREET, 26.7 M (87.6 FT) NORTHWEST OF A FIRE HYDRANT, 6.0 M (19.7 FT) WEST OF THE CENTERLINE OF SIGHTSEEING ROAD, 1.0 M (3.3 FT) NORTH OF A FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE WEST ENTRANCE TO THE MAIN POST BOWLING CENTER (BUILDING NO. 2785). THE 100-FOOT TAPE CALIBRATION STATION IS A PLAIN BRASS DISK STAMPED CLEMENTS "100", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 38.1 M (125.0 FT) SOUTHWEST OF A LIGHT POLE, 32.6 M (107.0 FT) SOUTHEAST OF A LIGHT POLE, 22.85 M (75.0 FT) SOUTH OF THE CENTERLINE OF ECKEL STREET, 0.9 M (3.0 FT) SOUTH OF A METAL WITNESS POST, AND 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. THE MARK-TO-MARK DISTANCE TO THE 0-METER POINT WAS MEASURED BY THE EDMI METHOD AND FOUND TO BE 30.479 M (100.00 FT). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION CONTACT MR. BILL GORDY, CIVIL SECTION, ENGINEERING DIVISION, ROOM 248, BUILDING 35, DIRECTORATE OF ENGINEERING AND HOUSING, U.S. ARMY INFANTRY CENTER, FORT BENNING, GA 31905. TELEPHONE (404) 545-1932. OR CONTACT MR. JEFFERY OLSEN, GEOGRIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340844 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: DALTON CBL GEORGIA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15889 WHITFIELD COUNTY *** DALTON BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (JANUARY 25, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 DALTON 216.41 150 DALTON 215.99 150.0027 150.0033 0.3 0 DALTON 216.41 713 DALTON 213.35 651.5977 651.6048 0.5 0 DALTON 216.41 1153 DALTON 211.94 1071.5979 1071.6073 0.7 150 DALTON 215.99 713 DALTON 213.35 501.5950 501.6019 0.4 150 DALTON 215.99 1153 DALTON 211.94 921.5953 921.6042 0.6 713 DALTON 213.35 1153 DALTON 211.94 420.0003 420.0026 0.4 DESCRIPTION OF DALTON BASE LINE YEAR MEASURED: 1978 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ABOUT 6 1/2 MILES SOUTHEAST OF DALTON, AT THE DALTON MUNICIPAL AIRPORT. TO REACH THE AIRPORT FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 52 CONNECTOR IN DALTON, GO EAST ON STATE HIGHWAY 52 CONNECTOR FOR 2.3 MILES TO A FORK, KEEP RIGHT AND GO SOUTHEAST ON AIRPORT ROAD FOR 4.7 MILES TO THE AIRPORT ON THE LEFT. THE BASE LINE IS A NORTHWEST-SOUTHEAST BASE LINE WITH THE 0 METER POINT BEING AT THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 713, AND 1153 METER POINTS WITH A DISK SET AT 100 FEET FOR TAPE CALIBRATION. ALL OF THE DISKS ARE GEORGIA DEPARTMENT OF TRANSPORTATION DISKS AND ARE STAMPED DALTON "0", DALTON "150", DALTON "713", AND DALTON "1153". THE FROM AND TO STATION NAMES (THE METER POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES. THEY ARE SET IN THE TOP OF CYLINDRICAL CONCRETE MONUMENTS THAT ARE FLUSH WITH THE SURFACE OF THE GROUND. THERE IS AN UNDERGROUND DISK SET APPROXIMATELY 3 FEET BELOW THE SURFACE DISK AT EACH OF THE MONUMENTS EXCEPT THE 100 FOOT POINT WHICH HAS NONE. THE 0 METER POINT IS NEAR THE NORTHWEST END OF THE RUNWAY, 86 1/2 FEET SOUTHEAST OF A RUNWAY LIGHT, 71.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY AND 49.9 FEET SOUTHWEST OF A WITNESS POST. USER NOTES: *** DALTON CBL, GA. IS NO LONGER USABLE. WE SEARCHED FOR BUT DID NOT FIND THE 0 M MARK. THE 713 AND 1153 MARKS WERE FOUND IN GOOD CONDITION. THE 150 M MARK AND THE 100 FT MARK WERE FOUND BUT THE CONCRETE POSTS WERE BOTH CRACKED OR SHATTERED. THE RUNWAY ALONG WHICH DALTON CBL WAS LOCATED HAS BEEN WIDENED AND LENGTHENED. APPARNENTLY, CONSTRUCTION ACTIVITY REMOVED THE 0 MARK. FOR FURTHER INFORMATION CONTACT MR. PETER L. BAKKUM, BAKKUM, DELOACH AND ASSOCIATES, 18 ST. CHARLES STREET, DALTON, GEORGIA 30720. THE TELEPHONE NUMBER IS (404) 278-8955. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N320832 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: EASTMAN CBL GEORGIA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15889 DODGE COUNTY *** EASTMAN BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION BELOW *** LIST OF ADJUSTED DISTANCES (JANUARY 25, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 DODGE 91.44 150 DODGE 90.96 150.0013 150.0020 0.2 0 DODGE 91.44 611 DODGE 90.18 611.6702 611.6715 0.4 0 DODGE 91.44 1032 DODGE 89.42 1032.7225 1032.7245 0.6 150 DODGE 90.96 611 DODGE 90.18 461.6690 461.6696 0.3 150 DODGE 90.96 1032 DODGE 89.42 882.7213 882.7226 0.5 611 DODGE 90.18 1032 DODGE 89.42 421.0523 421.0530 0.3 DESCRIPTION OF EASTMAN BASE LINE YEAR MEASURED: 1977 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE STATION IS LOCATED AT THE EASTMAN-DODGE COUNTY AIRPORT ABOUT 3 MILES EAST OF EASTMAN. TO REACH THE BASE LINE FROM THE JUNCTION OF STATE ROADS 46 AND 117 IN EASTMAN, GO EAST ON STATE ROAD 46 FOR 2.9 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE AIRPORT ON THE LEFT AND THE 0 METER POINT ON THE NORTH END OF THE NORTH- SOUTH RUNWAY WHICH IS THE ONLY RUNWAY AT THE AIRPORT. THE 0 METER POINT IS ABOUT 490 FEET NORTHWEST OF THE NORTH END OF THE RUNWAY, 7.3 FEET SOUTH OF A FENCE AND 4.3 FEET SOUTH OF A WITNESS POST. THE BASE LINE CONSISTS OF THE 0, 150, 611, AND 1032 METER POINTS WITH A DISK SET AT 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. ALL THE MARKS ARE GEORGIA DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE UNDERGROUND DISKS ARE SET ABOUT 3 FEET BELOW THE GROUND. THE DISKS ARE STAMPED DODGE 0, DODGE 150, DODGE 611 AND DODGE 1032. USER NOTES: *** EASTMAN CBL- IS NO LONGER USABLE. THE 150 METER POINT IS MISSING. AN UNDERGROUND MARK WAS FOUND BUT OPERATIONS ADVISED US NOT TO MEASURE THIS BASE LINE. THE REMAINING POINTS; 0. 100 FT, 611 AND 1032 MARKS WERE FOUND IN GOOD CONDITION AND DDPROC DESCRIPTIONS WERE WRITTEN FOR THEM. *** THE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION FOR FURTHER INFORMATION CONTACT MR. HORACE ARMSTRONG, LOCATION ENGINEER, P.O. BOX 8, EASTMAN, GEORGIA 31023. HIS TELEPHONE NUMBER IS (912) 374-3445. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340833 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: GAINESVILLE CBL GEORGIA ROCKVILLE MD 20852 - MAY 15, 1992 PROJECT ACCESSION NUMBER: 15889 HALL COUNTY NEAREST TOWN: GAINESVILLE LIST OF ADJUSTED DISTANCES (MAY 13, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 HALL 370.300 150 HALL 369.983 149.9986 149.9989 0.1 0 HALL 370.300 627 HALL 371.976 626.8322 626.8345 0.1 0 HALL 370.300 1063 HALL 381.364 1063.0771 1063.1347 0.2 150 HALL 369.983 627 HALL 371.976 476.8336 476.8378 0.1 150 HALL 369.983 1063 HALL 381.364 913.0784 913.1493 0.2 627 HALL 371.976 1063 HALL 381.364 436.2445 436.3455 0.1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 99.99 FT. DESCRIPTION OF GAINESVILLE BASE LINE YEAR MEASURED: 1978 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH OF GAINESVILLE IN THE GRASS MEDIAN OF STATE HIGHWAY 60 (QUEEN CITY PARKWAY). THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE 0-METER POINT ON THE NORTH-NORTHWEST END. IT CONSISTS OF THE 0, 150, 627, AND 1063 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND SOUTH-SOUTHEAST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 985 (EXIT 5) AND STATE HIGHWAY 60 (QUEEN CITY PARKWAY), LOCATED SOUTH OF GAINESVILLE, GO NORTH ON STATE HIGHWAY 60 (QUEEN CITY PARKWAY) FOR 1.2 KM (0.75 MI) TO THE 0-METER POINT ON THE LEFT IN THE GRASS MEDIAN OF THE HIGHWAY. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED HALL "0", SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.5 M (100.1 FT) NORTH-NORTHWEST OF A METAL WITNESS POST, 12.6 M (41.3 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.1 M (23.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.5 M (1.6 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED HALL "150", SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 12.6 M (41.3 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY AND 6.9 M (22.6 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY. IT IS APPROXIMATELY 172 M (564 FT) NORTH-NORTHWEST OF THE CENTERLINE OF RIDGE ROAD. THE 627-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED HALL "627", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 12.1 M (39.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.3 M (24.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) WEST- SOUTHWEST OF A METAL WITNESS POST. THE 1063-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED HALL "1063", SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 25.9 M (85.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF A CROSSOVER, 11.2 M (36.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 7.9 M (25.9 FT) EAST- NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY. THE 100-FOOT TAPE CALIBRATION STATION IS A BLANK DISK STAMPED HALL "100", 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 30.4 M (99.7 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST, 12.6 M (41.3 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.1 M (23.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT) WEST-SOUTHWEST OF A METAL WITNESS POST. THE 100-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AT THIS TIME AND FOUND TO BE 30.477 M (99.99 FT) FROM THE 0-METER POINT (MARK-TO-MARK DISTANCE). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC ON STATE HIGHWAY 60 IS HEAVY; SAFETY PRECAUTIONS AND SIGNS ARE RECOMMENDED. THE CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. ROGER LONDON, GEORGIA DEPARTMENT OF TRANSPORTATION, P.O. BOX 1057, GAINESVILLE, GA 30503. TELEPHONE (404) 532-5501. OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. REVISED: 06/23/92 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330852 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LA GRANGE CBL GEORGIA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15889 TROUP COUNTY NEAREST TOWN: LA GRANGE LIST OF ADJUSTED DISTANCES (JUNE 18, 1991) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 TROUP 210.760 150 TROUP 210.425 150.0441 150.0445 0.1 0 TROUP 210.760 755 TROUP 206.991 755.3903 755.3997 0.1 0 TROUP 210.760 1463 TROUP 206.349 1463.1722 1463.1789 0.2 150 TROUP 210.425 755 TROUP 206.991 605.3462 605.3560 0.1 150 TROUP 210.425 1463 TROUP 206.349 1313.1281 1313.1344 0.2 755 TROUP 206.991 1463 TROUP 206.349 707.7817 707.7820 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: LA GRANGE BASE LINE YEAR MEASURED: 1977 YEAR REMEASURED: 1991 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF DOWNTOWN LA GRANGE AT THE LA GRANGE/CALLAWAY AIRPORT. IT LIES ALONG THE NORTHWEST SIDE AND RUNS APPROXIMATELY PARALLEL TO RUNWAY 3-21. THE BASE LINE IS A NORTH-NORTHEAST - SOUTH-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 0, 150, 755, AND 1463-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH AND SOUTH-SOUTHWEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 29 AND 27 AND STATE HIGHWAY 109, LOCATED IN DOWNTOWN LA GRANGE, GO WESTERLY ON HIGHWAYS 29 AND 109 (VERNON ROAD) FOR 3.5 KM (2.2 MI) TO A FORK WHERE HIGHWAYS 29 AND 109 SPLIT. BEAR LEFT AND GO SOUTHWESTERLY ON HIGHWAY 29 (WEST POINT ROAD) FOR 0.6 KM (0.4 MI) TO THE INTERSECTION OF NEW AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO SOUTH ON NEW AIRPORT ROAD FOR 1.1 KM (0.7 MI) TO THE INTERSECTION OF FORREST AVENUE. TURN LEFT AND GO SOUTHEASTERLY ON FORREST AVENUE FOR 0.9 KM (0.55 MI) TO THE INTERSECTION OF AIRPORT PARKWAY ON THE RIGHT. TURN RIGHT AND GO SOUTHWEST ON AIRPORT PARKWAY FOR 0.6 KM (0.4 MI) TO THE AIRPORT TERMINAL. TURN RIGHT AND GO NORTHWEST ACROSS THE PARKING AREA FOR ABOUT 35 M (115 FT) TO A GATE ONTO AIRPORT GROUNDS. PROCEED THROUGH THE GATE AND TURN LEFT AND GO SOUTHWEST ACROSS AN AIRPLANE PARKING AREA FOR 0.2 KM (0.1 MI) TO TAXIWAY "A". TURN RIGHT AND GO NORTHWEST ON TAXIWAY "A" FOR 0.3 KM (0.2 MI), ACROSS RUNWAY 3-21, TO THE 755-METER POINT ON THE RIGHT. CONTINUE AHEAD TO THE INTERSECTION OF TAXIWAY "B" ON THE LEFT. BEAR RIGHT AND GO NORTH ON THE NOW COMBINED TAXIWAYS FOR 0.11 KM (0.07 MI) TO A FORK WHERE THE TAXIWAYS SPLIT. BEAR RIGHT AND GO NORTHEASTERLY, THEN EASTERLY ON TAXIWAY "B" FOR 1.0 KM (0.6 MI) TO THE END OF RUNWAY 3-21 AND THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED TROUP "0", SET IN THE TOP OF A 35 CM (14 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 53.8 M (176.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF TAXIWAY "B", 45.7 M (149.9 FT) WEST-NORTHWEST OF THE CENTERLINE OF RUNWAY 3-21, AND 36.6 M (120.1 FT) SOUTHWEST OF THE WESTMOST CORNER OF THE CONCRETE BASE PAD FOR TAXIWAY "<-B" SIGN. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED TROUP "150", SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 203.8 M (668.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF TAXIWAY "B" AND 45.5 M (149.3 FT) WEST-NORTHWEST OF THE CENTERLINE OF RUNWAY 3-21. THE 755-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED TROUP "755", SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 45.4 M (148.9 FT) WEST-NORTHWEST OF THE CENTERLINE OF RUNWAY 3-21, 42.5 M (139.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF TAXIWAY "A", 35.6 M (116.8 FT) NORTH OF THE NORTHMOST CORNER OF THE CONCRETE BASE PAD FOR TAXIWAY "A->" SIGN, AND 0.5 M (1.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 1463-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED TROUP "1463", SET IN THE TOP OF A 35 CM (14 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 46.2 M (151.6 FT) WEST-NORTHWEST OF THE CENTERLINE OF RUNWAY 3-21, 14.2 M (46.6 FT) SOUTHWEST OF THE EDGE OF TAXIWAY "B", 11.2 M (36.7 FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTERLINE OF TAXIWAY "S", AND 0.8 M (2.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A PLAIN BRASS DISK STAMPED TROUP "100", SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 84.3 M (276.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF TAXIWAY "B" AND 45.6 M (149.6 FT) WEST-NORTHWEST OF THE CENTERLINE OF RUNWAY 3-21. THE MARK-TO-MARK DISTANCE TO THE 0-METER POINT WAS MEASURED BY THE EDMI METHOD AND FOUND TO BE 30.48 M (100.00 FT). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER AIRPORT PROPERTY CONTACT THE AIRPORT MANAGER, TROUP AIR OPERATIONS, 200 AIRPORT PARKWAY, LA GRANGE/CALLAWAY AIRPORT, LA GRANGE, GA 30240. TELEPHONE (404) 884-2121. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION CONTACT MR. WARREN BEVERLEY, CONTROL SURVEY OFFICE, GEORGIA DEPARTMENT OF TRANSPORTATION, 3393 AVIATION CIRCLE, ATLANTA, GA 30336-1593. TELEPHONE (404) 699-4470. OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N320834 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MACON CBL GEORGIA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15889 BIBB COUNTY NEAREST TOWN: MACON LIST OF ADJUSTED DISTANCES ( 4/ 6/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) BIBB 0 109.010 BIBB 150 108.585 149.9991 149.9997 .2 BIBB 0 109.010 BIBB 620 107.235 619.9104 619.9129 .2 BIBB 0 109.010 BIBB 1013 106.589 1013.5368 1013.5397 .3 BIBB 150 108.585 BIBB 620 107.235 469.9113 469.9133 .1 BIBB 150 108.585 BIBB 1013 106.589 863.5377 863.5400 .2 BIBB 620 107.235 BIBB 1013 106.589 393.6264 393.6269 .2 DESCRIPTION OF MACON BASE LINE YEAR MEASURED: 1977 YEAR REMEASURED: 2005 CHIEF OF PARTY: JOS THE BASE LINE IS LOCATED 12.8 KM (8.0 MI) SOUTH OF MACON AND 8.0KM (5.0 MI) NORTHWEST OF WARNER ROBINS AT THE MACON MUNICIPAL AIRPORT. IT RUNS ALONG SIDE OF THE PERIMETER ROAD AND A CHAINLINK FENCE ON THE NORTHEAST SIDE OF THE AIRPORT. THE BASE LINE IS A SOUTHEAST-NORTHWEST LINE WITH THE 0-METER POINT ON THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 620, AND 1013 METER POINTS WITH A 100-FOOT TAPE CALIBRATION POINT LOCATED ON LINE AND SOUTHEAST OF THE 0-METER POINT. THE 100-FOOT POINT WAS NOT REMEASURED AT THIS TIME. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 247, GO SOUTH ON HIGHWAY 247 FOR 7.92 KM (4.95 MI) TO EAST ROAD WHICH FORKS OFF TO THE RIGHT. TURN RIGHT ONTO EAST ROAD AND GO SOUTHERLY FOR 2.4 KM (1.5 MI) TO WHERE EAST ROAD INTERSECTS WITH A PAVED ROAD LEADING TO ZANTOP INTERNATIONAL AIRLINES INC. TURN RIGHT AND GO EASTERLY FOR 0.16 (0.1 MI) TO WHERE ROAD WILL CURVE SOUTH. CONTINUE SOUTH FOR 0.32 KM (0.2 MI) TO THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED "BIBB 0" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 30 CM (12 IN) BELOW THE SURFACE OF THE GROUND. IT IS 9.7 M (31.7 FT) NORTHEAST OF THE CENTERLINE OF A PAVED ROAD AND 5.9 (19.4 FT) SOUTHWEST OF A CHAINLINK FENCE. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED "BIBB 150" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST THAT IS SET FLUSH WITH THE GROUND. IT IS 72.3 M (237.1 FT) EAST-SOUTHEAST OF A FIRE HYDRANT, 13.6 M (44.6 FT) NORTHEAST OF THE CENTERLINE OF A PAVED ROAD AND 6.1 M (20.0 FT) SOUTHWEST OF A CHAINLINK FENCE. THE 620-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED "BIBB 620" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST THAT IS FLUSH WITH THE GROUND. IT IS 47.5 M (155.8 FT) NORTHEAST OF THE CENTERLINE OF A PAVED ROAD AND 6.3 M (20.7 FT) SOUTHWEST OF A WITNESS POST. THE 1013-METER POINT IS A GEORGIA POWER COMPANY DISK STAMPED "BIBB 1013" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST THAT IS SET FLUSH WITH THE GROUND. IT IS 3.5FT NORTHWEST OF A CHAINLINK FENCE AND 15 FEET WEST OF A GRAVESTONE FOR A FELINE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION AND THE SURVEYING AND MAPPING SOCIETY OF GEORGIA. THERE IS A NEW COMBINATION LOCK ON THE GATE AT THE END OF THE MACON CBL WHERE THE 1013 MONUMENT WAS RESET. THE BUSINESS LOCATED WITHIN THE GATED ARE IS MACON HORIZONS. THE OWNER FOR THE AREA IS JERRY STEPHENS. THE OFFICE NUMBER IS 478-788-2298 (ASK FOR RANDY). HE REQUESTS THAT ALL USERS OF THE CBL CALL BEFORE ENTERING/DEPARTING THE AREA AND MAKE SURE THE GATE IS LOCKED PRIOR TO DEPARTING. FOR MORE INFORMATION PLEASE CONTACT MR. RALPH TRUE, DONALDSON, GARRETT AND ASSOCIATES, INC., P.O. BOX 7306, MACON, GEORGIA 31209, TELEPHONE (912) 474-5350, OR MR. JOSHUA O. STICE, AT GEORGIA POWER COMPANY, 241 RALPH MCGILL BLVD, BIN 10151, ATLANTA, GA, 30308. TELEPHONE (404) 717-2094. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N310814 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MADRAY SPRINGS CBL GEORGIA ROCKVILLE MD 20852 - APRIL 17, 1992 PROJECT ACCESSION NUMBER: 15889 WAYNE COUNTY NEAREST TOWN: MADRAY SPRINGS LIST OF ADJUSTED DISTANCES (APRIL 9, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 WAYNE 48.140 150 WAYNE 47.617 149.9973 149.9982 0.1 0 WAYNE 48.140 672 WAYNE 47.956 671.9172 671.9172 0.2 0 WAYNE 48.140 150 WAYNE 48.449 1074.7820 1074.7820 0.3 150 WAYNE 47.617 672 WAYNE 47.956 521.9198 521.9199 0.1 150 WAYNE 47.617 150 WAYNE 48.449 924.7846 924.7850 0.2 672 WAYNE 47.956 150 WAYNE 48.449 402.8648 402.8651 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 99.98 FT. DESCRIPTION OF MADRAY SPRINGS BASE LINE YEAR MEASURED: 1977 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTHWEST OF JESUP. THE BASE LINE RUNS ALONG AND APPROXIMATELY PARALLEL WITH THE WESTERN SIDE RIGHT-OF-WAY OF STATE HIGHWAY 169 IN MADRAY SPRINGS. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 672, AND 1075 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTHWEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 341 AND STATE HIGHWAY 169, LOCATED ON THE WEST SIDE OF JESUP, GO NORTHWESTERLY ON STATE HIGHWAY 169 FOR 6.0 KM (3.7 MI) TO A CONCRETE BRIDGE OVER GOOSE CREEK, CONTINUE NORTHWESTERLY ALONG STATE HIGHWAY 169 FOR 9.53 KM (5.92 MI) TO THE STAION ON THE LEFT, JUST NORTH OF THE MADRAY SPRINGS FIRE DEPARTMENT. THE 0-METER POINT IS GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED WAYNE "0", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 16.6 M (54.5 FT) NORTH OF THE NORTH CORNER OF A CONCRETE BLOCK BUILDING (MADRAY SPRINGS FIRE DEPARTMENT), 9.8 M (32.2 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 169, 4.8 M (15.7 FT) NORTHEAST OF A METAL WITNESS POST, AND 0.7 M (2.3 FT) NORTHEAST OF A METAL WITNESS POST. THE 150-METER POINT IS GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED WAYNE "150", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 8.3 M (27.2 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 169, AND 0.9 M (3.0 FT) NORTHEAST OF A METAL WITNESS POST. THE 672-METER POINT IS GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED WAYNE "672", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 8.4 M (27.6 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 169, AND 0.8 M (2.6 FT) NORTHEAST OF A METAL WITNESS POST. THE 1075-METER POINT IS GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED WAYNE "1075", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 20.0 M (65.6 FT) EAST-SOUTHEAST OF A WOODEN UTILITY POLE, 7.8 M (25.6 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 169, 5.1 M (16.7 FT) SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, AND 1.0 M (3.3 FT) EAST OF A METAL WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A BLANK DISK STAMPED WAYNE 100, SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 31.2 M (102.4 FT) NORTHWEST OF A METAL WITNESS POST, 30.6 M (100.4 FT) NORTHWEST OF A METAL WITNESS POST, AND 8.8 M (28.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 169. THE 100-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AT THIS TIME AND FOUND TO BE 30.475 M (99.98 FT) FROM THE 0-METER POINT (MARK-TO-MARK DISTANCE). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. LARRY DREGGORS, BOX 59, ALLENHURST, GA 31301. TELEPHONE (912) 386-6261. OR MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STRET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N330832 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MILLEDGEVILLE CBL GEORGIA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15889 BALDWIN COUNTY *** MILLEDGEVILLE BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION BELOW *** LIST OF ADJUSTED DISTANCES (JANUARY 25, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 BALDWIN 108.56 150 BALDWIN 107.24 150.0067 150.0125 5.9 0 BALDWIN 108.56 620 BALDWIN 109.46 618.2072 618.2079 10.6 0 BALDWIN 108.56 1000 BALDWIN 118.73 999.6502 999.7020 14.7 150 BALDWIN 107.24 620 BALDWIN 109.46 468.2004 468.2057 8.6 150 BALDWIN 107.24 1000 BALDWIN 118.73 849.6433 849.7209 12.4 620 BALDWIN 109.46 1000 BALDWIN 118.73 381.4426 381.5552 8.6 DESCRIPTION OF MILLEDGEVILLE BASE LINE YEAR MEASURED: 1978 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED AT THE BALDWIN COUNTY AIRPORT, ON THE NORTH SIDE OF THE RUNWAY AND ABOUT 5 MILES NORTH OF MILLEDGEVILLE. THE BASE LINE IS LOCATED ABOUT 1 MILE EAST OF THE COMMUNITY OF SINCLAIRVILLE AT LAKE SINCLAIR. THE LINE RUNS ALONG THE NORTH SIDE OF THE RUNWAY AND THE SOUTH SIDE OF LAKESHORE DRIVE. TO REACH THE BASE LINE FROM THE BALDWIN-PUTNAM COUNTY LINE, 8 MILES NORTH OF MILLEDGEVILLE, GO SOUTH ON U.S. HIGHWAY 441 FOR 3.0 MILES TO A ROAD LEFT. TURN LEFT AND GO EAST ON SINCLAIR ROAD FOR 0.75 MILE TO A ROAD LEFT. TURN LEFT AND GO EASTERLY ON AIRPORT ROAD FOR 0.1 MILE TO A ROAD LEFT, TURN LEFT AND GO NORTHEAST FOR 0.4 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EASTERLY FOR 0.9 MILE TO A T-INTERSECTION. TURN RIGHT AND GO SOUTH THEN EAST ON LAKESHORE DRIVE FOR 0.4 MILE TO THE 0 METER POINT ON THE RIGHT AS DESCRIBED. THE 0 METER POINT IS 244 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY, 113 FEET SOUTHWEST OF A FIRE HYDRANT AND 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. ALL THE MARKS ARE DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE DISKS ARE STAMPED BALDWIN 0, BALDWIN 150, BALDWIN 620 AND BALDWIN 1000. THE BASE LINE IS MADE UP OF THE 0, 150, 620 AND 1000 METER POINTS WITH A DISK SET AT 100 FEET TO BE USED FOR TAPE CALIBRATION. USER NOTES: *** MILLEDGEVILLE, GA. CBL- IS NO LONGER USABLE. THE 620 METER POINT WAS FOUND PARTIALLY SHEARED OFF AND THE CONCRETE MONUMENT LEANING TO THE EAST. THERE ARE ALSO TREE LIMBS ON LINE PREVENTING INTERVISIBILITY OF ALL POINTS. THE REMAINING POINTS; 0, 100 FT., 150 AND 1000 MARKS WERE FOUND IN GOOD CONDITION AND DDPROC DESCRIPTIONS WERE WRITTEN FOR THEM. *** THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT HORACE ARMSTRONG, LOCATION ENGINEER, GEORGIA DOT, P.O. BOX 8 TENNILLE, GA 31089. THE TELEPHONE NUMBER IS (404) 552-7112. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N320824 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SANDERSVILLE CBL GEORGIA ROCKVILLE MD 20852 - MAY 15, 1992 PROJECT ACCESSION NUMBER: 15889 WASHINGTON COUNTY NEAREST TOWN: SANDERSVILLE LIST OF ADJUSTED DISTANCES (MAY 13, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 JOHN 133.090 150 JOHN 132.183 149.9985 150.0012 0.1 0 JOHN 133.090 634 JOHN 129.595 634.3584 634.3680 0.1 0 JOHN 133.090 1133 JOHN 125.617 1133.5426 1133.5672 0.1 150 JOHN 132.183 634 JOHN 129.595 484.3599 484.3668 0.1 150 JOHN 132.183 1133 JOHN 125.617 983.5441 983.5661 0.1 634 JOHN 129.595 1133 JOHN 125.617 499.1843 499.2001 0.1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 99.99 FT. DESCRIPTION OF SANDERSVILLE CBL YEAR MEASURED: 1978 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED 2.4 KM (1.5 MI) SOUTHWEST OF SANDERSVILLE. THE BASE LINE RUNS ALONG THE THE NORTHEAST SIDE OF RUNWAY 12- 30 AT THE WASHINGTON COUNTY AIRPORT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 634, AND 1133 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTHWEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 15 (HARRIS STREET) AND THE END OF STATE HIGHWAY 242 (RIDDLEVILLE ROAD), LOCATED IN SOUTHERN SANDERSVILLE. GO SOUTH ON STATE HIGHWAY 15 (HARRIS STREET) FOR 0.4 KM (0.25 MI) TO THE INTERSECTION OF KAOLIN ROAD ON THE RIGHT. TURN RIGHT ON KAOLIN ROAD AND GO SOUTHWEST THEN WESTERLY FOR 1.7 KM (1.1 MI) TO A GRAVELED ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHWEST ON THE GRAVELED ROAD FOR 0.4 KM (0.25 MI) TO A TRACK ROAD FORKING OFF TO THE LEFT. TAKE THE LEFT FORK AND GO WESTERLY ON THE TRACK ROAD FOR 0.15 KM (0.1 MI) TO THE NORTHEAST EDGE OF THE RUNWAY. TURN RIGHT AND GO NORTHWEST ALONG A DIM TRACK FOR 0.23 KM (0.14 MI) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED JOHN "0", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.9 M (101.4 FT) SOUTHWEST OF A METAL WITNESS POST, 21.7 M (71.2 FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12-30, 5.0 M (16.4 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND 5.0 M (16.4 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED JOHN "150", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 18.9 M (62.0 FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12-30 AND 17.7 M (58.1 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST. THE 634-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED JOHN "634", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 10.3 M (33.8 FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12-30, 15.1 M (49.5 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND 15.1 M (49.5 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 1133-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED JOHN "1133", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 19 CM (7 IN) BELOW THE SURFACE OF THE GROUND. IT IS 17.7 M (58.1 FT) SOUTH OF THE SOUTHWEST CORNER OF THE SOUTHERN ONE OF TWO VASSI LIGHT CONCRETE SLABS, 1.0 M (3.3 FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12-30, AND 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A BLANK DISK STAMPED JOHN "100", SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 31.2 M (102.4 FT) NORTHWEST OF A METAL WITNESS POST, 31.2 M (102.4 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, 21.1 M (69.2 FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12-30, AND 5.8 M (19.0 FT) SOUTH- SOUTHWEST OF A METAL WITNESS POST. THE 100-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AT THIS TIME AND FOUND TO BE 30.476 M ( 99.99 FT) FROM THE 0-METER POINT (MARK-TO-MARK DISTANCE). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. TOMMY WOODS, DISTRICT LOCATION ENGINEER, 801 FOURTH STREET, TENNILLE, GA 31089. TELEPHONE (912) 552-4642. OR MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STRET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N320813 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: STATESBORO STATE: GA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: COUNTY: BULLOCH NEAREST TOWN: STATESBORO LIST OF ADJUSTED DISTANCES (6/20/2016) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) STATESBORO CBL 0 BULLOCH 54.650 STATESBORO CBL 150 BULLOCH 54.706 150.0211 150.0211 0.3 STATESBORO CBL 0 BULLOCH 54.650 STATESBORO CBL 739 BULLOCH 52.321 739.0234 739.0269 0.3 STATESBORO CBL 0 BULLOCH 54.650 STATESBORO CBL 1259 BULLOCH 57.028 1259.2592 1259.2617 0.3 STATESBORO CBL 150 BULLOCH 54.706 STATESBORO CBL 739 BULLOCH 52.321 589.0023 589.0070 0.3 STATESBORO CBL 150 BULLOCH 54.706 STATESBORO CBL 1259 BULLOCH 57.028 1109.2381 1109.2408 0.3 STATESBORO CBL 739 BULLOCH 52.321 STATESBORO CBL 1259 BULLOCH 57.028 520.2359 520.2572 0.3 DESCRIPTION OF STATESBORO BASE LINE YEAR MEASURED: 1977 YEAR REMEASURED: 1984, 1992 AND 2016 CHIEF OF PARTY: KLF THE BASE LINE IS LOCATED AT THE STATESBORO-BULLOCH COUNTY AIRPORT ABOUT, 6.9 MI (11.1 KM) EAST-SOUTHEAST OF HOPEULIKIT, 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF DOVER AND 3.4 MI (5.5 KM) NORTHEAST OF STATESBORO. FOR PERMISSION TO ACCESS, CONTACT THE AIRPORT MANAGER (KATHY BOYKIN) AT (912)764-9083 OR (912)978-1632, 601 AIRPORT BOULEVARD, STATESBORO, GA 30461. THE BASE LINE RUNS THE LENGTH OF THE SOUTHEAST EDGE OF RUNWAY 05-23. FROM THE ZERO MARK NEAR THE SOUTHWEST END AND EXTENDING TO THE NORTHEAST, THE 100-FT, 150-M, 739-M AND 1259-M MARKS CAN BE FOUND AT THEIR RESPECTIVE DISTANCES. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE HIGHWAY 73 (E PARRISH ST) AND U.S. 301 BYPASS (VETERAN'S MEMORIAL PKWY), 1.8 MI (2.9 KM) NORTHEAST OF STATESBORO, GO NORTHEAST ON HIGHWAYS 301 AND 73 FOR 1.8 MI (2.9 KM) TO A CROSSROAD (HOLLAND INDUSTRIAL PARK, LEFT AND AIRPORT BOULEVARD, RIGHT). TURN RIGHT ON AIRPORT BOULEVARD FOR 0.55 MI (0.9 KM) TO THE AIRPORT TERMINAL. BACKTRACK ON AIRPORT BOULEVARD FOR 250 FT (76.2 M) TO A REVERSE FORK RIGHT. TURN RIGHT ON THE REVERSE FORK FOR 0.1 MI (0.2 KM) TO A GATE. PASS THROUGH THE GATE AND BEAR RIGHT, NORTHEAST, FOR 300 FT (91.4 M) TO A TAXIWAY LEADING NORTH. BEAR LEFT ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT ALONGSIDE RUNWAY 05-23 INSIDE A GRASSY TRIANGLE. THE 0-METER MARK IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED---BULLOCH 0---SET IN THE TOP OF A 12-INCH (30-CM) IN DIAMETER CONCRETE POST 3 CM (1 INCH) BELOW GRADE. IT IS 225 FT (68.6 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 14-32, 249 FT (75.9 M) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY LEADING TO THE RUNWAY END, 141 FT (43.0 M) WEST OF THE CENTERLINE OF THE TAXIWAY, 82 FT (25.0 M) SOUTHEAST OF THE CENTERLINE OF RUNWAY 05-23, 15 FT (4.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SHOULDER OF RUNWAY 05-32. THE 150-METER MARK IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED---BULLOCH 150---SET IN THE TOP OF A 12-INCH (30-CM) IN DIAMETER CONCRETE POST 3 CM (1 INCH) BELOW GRADE. IT IS 169.9 FT (51.8 M) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14-32, 5.9 FT (1.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SHOULDER OF RUNWAY 5-23. THE 739-METER MARK IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED---BULLOCH 739---SET IN THE TOP OF A 12-INCH (30-CM) IN DIAMETER CONCRETE POST 3 CM (1 INCH) BELOW GRADE. IT IS 397 FT (121.0 M) WEST OF THE ORIGINAL WEST EDGE OF AN ABANDONED RUNWAY, 6.6 FT (2.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SHOULDER OF RUNWAY 5-23. THE 1259-METER MARK IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED---BULLOCH 1259---SET IN THE TOP OF A 12-INCH (30-CM) IN DIAMETER CONCRETE POST 3 CM (1 INCH) BELOW GRADE. IT IS 30.2 FT (9.2 M) NORTHEAST OF THE EXTENDED NORTHEAST END OF RUNWAY 05-23, 6.2 FT (1.9 M) SOUTHEAST OF THE EXTENDED SOUTHEAST EDGE OF THE SHOULDER OF THE RUNWAY. THE 100-FOOT TAPE-CALIBRATION MARK WAS NOT SEARCHED FOR; IT IS BELIEVED TO BE INTACT. IT WAS PREVIOUSLY DESCRIBED AS A BLANK DISK STAMPED---BULLOCH 100---SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 37.2 M (122.0 FT) SOUTHWEST OF THE SOUTHERN EDGE OF RUNWAY 14-32, 1.8 M (5.9 FT) SOUTHEAST OF THE SOUTHEASTERN EDGE OF RUNWAY 05-23, AND 1.2 M (3.9 FT) WEST-NORTHWEST OF A RUNWAY LIGHT. THE DISTANCE FROM THE ZERO MARK WAS REMEASURED IN 1992 AND FOUND TO BE 30.480 M (100.00 FT). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. LINE-OF-SIGHT BETWEEN THE ZERO AND 739 MARK PASSES BENEATH THE 150 MARK'S TRIPOD. THEREFORE, THE TRIPOD AT THE ZERO MARK SHOULD BE SET LOWER THAN TYPICAL OBSERVING HEIGHT. THE TRIPOD AT THE 150 MARK SHOULD BE SET HIGHER THAN TYPICAL OBSERVING AND WITH ONE LEG PERPENDICULAR TO THE RUNWAY. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N320841 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: THOMASTON CBL GEORGIA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15889 UPSON COUNTY NEAREST TOWN: THOMASTON LIST OF ADJUSTED DISTANCES (JUNE 18, 1991) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 UPSON 238.830 150 UPSON 235.387 150.0060 150.0455 0.1 0 UPSON 238.830 745 UPSON 230.756 745.7808 745.8245 0.3 0 UPSON 238.830 1116 UPSON 227.405 1116.7994 1116.8578 0.4 150 UPSON 235.387 745 UPSON 230.756 595.7747 595.7927 0.2 150 UPSON 235.387 1116 UPSON 227.405 966.7932 966.8261 0.3 745 UPSON 230.756 1116 UPSON 227.405 371.0185 371.0337 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.01 FT. DESCRIPTION OF: THOMASTON BASE LINE YEAR MEASURED: 1978 YEAR REMEASURED: 1991 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH OF DOWNTOWN THOMASTON AT THE REGINALD GRANT MEMORIAL AIRPORT. IT LIES ALONG THE NORTHWEST SIDE AND RUNS APPROXIMATLEY PARALLEL TO THE PAVED RUNWAY. THE BASE LINE IS A NORTH-NORTHEAST - SOUTH-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 0, 150, 745, AND 1116-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH AND SOUTH-SOUTHWEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 19 (CENTER STREET) AND STATE HIGHWAY 36 (MAIN STREET), LOCATED IN DOWNTOWN THOMASTON, GO NORTH ON U.S. HIGHWAY 19 FOR 5.6 KM (3.5 MI) TO THE INTERSECTION OF AVIATION DRIVE ON THE LEFT. TURN LEFT AND GO WEST ON AVIATION DRIVE FOR 0.5 KM (0.3 MI) TO WHERE THE PAVEMENT WIDENS INTO THE AIRPORT PARKING AREA. BEAR RIGHT AND GO NORTHEAST FOR 0.08 KM (0.05 MI), BEHIND A HANGER BUILDING, TO THE AIRPLANE PARKING AREA. TURN LEFT AND GO NORTHWEST ACROSS THE PARKING AREA FOR 0.16 KM (0.1 MI) TO THE TAXIWAY. TURN RIGHT AND GO NORTHEAST, THEN CURVING NORTHWEST, ON THE TAXIWAY FOR 0.6 KM (0.4 MI) TO THE END OF THE PAVED RUNWAY. TURN RIGHT AND GO NORTHEAST ON THE GRASS FOR 0.17 KM (0.1 MI) TO THE MARK ON THE LEFT. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED UPSON "0", SET IN THE TOP OF A 27 CM (11 IN) DIAMETER CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 59.9 M (196.5 FT) SOUTH-SOUTHWEST OF A CHAIN LINK FENCE CORNER POST, 29.6 M (97.1 FT) SOUTH-SOUTHEAST OF A CHAIN LINK FENCE, 21.8 M (71.5 FT) WEST-NORTHWEST OF THE EXTENDED CENTERLINE OF THE PAVED RUNWAY, AND 0.85 M (2.8 FT) SOUTHEAST OF A METAL WITNESS POST. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED UPSON "150", SET IN THE TOP OF A 27 CM (11 IN) DIAMETER CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 31.2 M (102.4 FT) NORTH OF THE NORTHWEST CORNER OF THE PAVED RUNWAY, 27.4 M (89.9 FT) NORTH OF THE WESTMOST RUNWAY END LIGHT, AND 0.4 M (1.3 FT) SOUTHEAST OF A METAL WITNESS POST. THE 745-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED UPSON "745", SET IN THE TOP OF A 27 CM (11 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.5 M (100.1 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE PAVED RUNWAY, 29.9 M (98.1 FT) WEST-SOUTHWEST OF A RUNWAY LIGHT, 24.6 M (80.7 FT) NORTH OF A RUNWAY LIGHT, 1.0 M (3.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A METAL WINTESS POST, AND 0.7 M (2.3 FT) NORTH-NORTHEAST OF THE EXTENDED CENTERLINE OF THE CROSS TAXIWAY. THE 1116-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED UPSON "1116", SET IN THE TOP OF A 27 CM (11 IN) DIAMETER CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 25.2 M (82.7 FT) WEST OF THE SOUTHWEST CORNER OF THE PAVED RUNWAY, 21.3 M (69.9 FT) WEST-NORTHWEST OF THE WESTMOST RUNWAY END LIGHT, AND 0.85 M (2.8 FT) SOUTHEAST OF A METAL WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A PLAIN BRASS DISK STAMPED UPSON "100", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 21.9 M (71.9 FT) WEST-NORTHWEST OF THE EXTENDED CENTERLINE OF THE PAVED RUNWAY AND 0.7 M (2.3 FT) SOUTHEAST OF A METAL WITNESS POST. THE MARK-TO-MARK DISTANCE TO THE 0-METER POINT WAS MEASURED BY THE EDMI METHOD AND FOUND TO BE 30.483 M (100.01 FT). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. ALL MARKS ARE COVERED BY A 36 CM (14 IN) DIAMETER SHALLOW DOMED METAL COVER. FOR PERMISSION TO ENTER AIRPORT PROPERTY CONTACT MR. CHARLIE FISCHER, AIRPORT MANAGER, REGINALD GRANT MEMORIAL AIRPORT, 48A AVIATION DRIVE, THOMASTON, GA 30286. TELEPHONE (404) 648-4244. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION CONTACT MR. STEVE PERDUE, LOCATION ENGINEER, GEORGIA DEPARTMENT OF TRANSPORTATION, P.O BOX 711, THOMASTON, GA 30285. TELEPHONE (404) 647-1065. OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N300834 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: THOMASVILLE CBL GEORGIA ROCKVILLE MD 20852 - APRIL 17, 1992 PROJECT ACCESSION NUMBER: 15889 THOMAS COUNTY NEAREST TOWN: THOMASVILLE LIST OF ADJUSTED DISTANCES (APRIL 8, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 THOMAS 75.230 150 THOMAS 74.353 150.0060 150.0086 0.1 0 THOMAS 75.230 727 THOMAS 73.225 727.6105 727.6132 0.2 0 THOMAS 75.230 1372 THOMAS 79.458 1371.9700 1371.9765 0.3 150 THOMAS 74.353 727 THOMAS 73.225 577.6044 577.6055 0.2 150 THOMAS 74.353 1372 THOMAS 79.458 1221.9638 1221.9745 0.3 727 THOMAS 73.225 1372 THOMAS 79.458 644.3590 644.3892 0.2 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 THOMASVILLE BASE LINE YEAR MEASURED: 1977 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHEAST OF THOMASVILLE AT THE THOMASVILLE MUNICIPAL AIRPORT. THE BASE LINE RUNS ALONG AND APPROXIMATELY PARALLEL WITH THE NORTHEAST EDGE OF RUNWAY 14-32. FOR PERMISSION TO ENTER AIRPORT PROPERTY PLEASE CONTACT MR. SONNY SPENCE, AIRPORT MANAGER, THOMASVILLE MUNICIPAL AIRPORT, ROUTE 7, BOX 275, THOMASVILLE, GA 31792. TELEPHONE (912) 225-4313 OR 225-4314. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 727, AND 1327 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTHWEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROAD 122 (PAVO ROAD), LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF DOWNTOWN THOMASVILLE, GO NORTHEAST ON STATE ROAD 122 FOR 8.3 KM (5.2 MI) TO AN AIRPORT SIGN AND A PAVED INTERSECTION ON THE LEFT. TURN LEFT AND GO NORTH THEN WEST FOR 1.2 KM (0.7 MI) TO A FORK. TAKE THE RIGHT FORK AND GO NORTHWESTERLY FOR 0.6 KM (0.4 MI) TO THE AIRPORT BEACON AND ASPHALT APRON. TURN RIGHT AND GO SOUTHEASTERLY ACROSS THE APRON PASSING BETWEEN AIRPORT HANGERS FOR 0.3 KM (0.2 MI) TO THE TAXIWAY. TAKE THE TAXIWAY FOR 0.3 KM (0.2 MI) ACROSS THE SOUTHERN END OF RUNWAY 14-32 TO THE MARK ON THE LEFT. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED THOMAS "0", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 91.1 M (298.9 FT) NORTHWEST OF THE EXTENDED SOUTHERN END OF RUNWAY 14-32, 34.4 M (112.9 FT) SOUTHWEST OF A METAL WITNESS POST, 22.9 M (75.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14-32, AND 0.2 M (0.7 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED THOMAS "150", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 22.9 M (75.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14-32 AND 22.2 M (72.8 FT) NORTHEAST OF THE FOURTH RUNWAY LIGHT FROM THE SOUTHEAST END OF RUNWAY 14-32. THE 727-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED THOMAS "727", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 29.7 M (97.4 FT) NORTHWEST OF THE NORTH EDGE OF RUNWAY 22-4 AND 23.2 M (76.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14-32. THE 1372-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED THOMAS "1372", SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 61.0 M (200.0 FT) SOUTHEAST OF THE EXTENDED NORTHERN END OF RUNWAY 14-32, 26.2 M (86.0 FT) SOUTHWEST OF A METAL WITNESS POST, AND 22.9 M (75.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14-32. THE 100-FOOT TAPE CALIBRATION STATION IS A BLANK DISK STAMPED THOMAS 100, SET IN THE TOP OF A 27 CM (11 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 38.0 M (124.7 FT) WEST-SOUTHWEST OF A METAL WITNESS POST AND 23.0 M (75.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14-32. THE MARK-TO-MARK DISTANCE TO THE 0-METER POINT WAS MEASURED BY EDMI METHOD AND FOUND TO BE 30.48 M (100.00 FT). 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 GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION PLEASE CONTACT MR. FRANK CARLTON, P.O. BOX 1823, THOMASVILLE, GA 31793. TELEPHONE (912) 226-7731. OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N310832 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: TIFTON CBL GEORGIA ROCKVILLE MD 20852 - APRIL 17, 1992 PROJECT ACCESSION NUMBER: 15889 TIFT COUNTY NEAREST TOWN: TIFTON LIST OF ADJUSTED DISTANCES (APRIL 8, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 TIFT 107.120 150 TIFT 106.674 150.0011 150.0018 0.1 0 TIFT 107.120 780 TIFT 103.515 780.4338 780.4421 0.2 0 TIFT 107.120 1287 TIFT 103.370 1287.9270 1287.9325 0.3 150 TIFT 106.674 780 TIFT 103.515 630.4327 630.4406 0.1 150 TIFT 106.674 1287 TIFT 103.370 1137.9259 1137.9307 0.2 780 TIFT 103.515 1287 TIFT 103.370 507.4931 507.4931 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 TIFTON BASE LINE YEAR MEASURED: 1977 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF TIFTON AT THE HENRY TIFT MYERS AIRPORT. THE BASE LINE RUNS ALONG AND APPROXIMATELY PARALLEL WITH THE SOUTHEAST EDGE OF RUNWAY 03-21. FOR PERMISSION TO ENTER AIRPORT PROPERTY PLEASE CONTACT MS. PRINCESS RANKIN, AIRPORT MANAGER, ROUTE 2 BOX 378, TIFTON, GA 31794. TELEPHONE (912) 382-7792. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 780, AND 1287 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTHEAST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAYS 41 (SOUTH MAIN STREET) AND 82, LOCATED IN TIFTON, GO SOUTHERLY ON U.S. HIGHWAY 41 FOR 2.6 KM (1.6 MI) TO THE INTERSECTION OF GOLDEN ROAD. TURN LEFT THEN RIGHT AND GO SOUTHEASTERLY FOR 0.3 KM (0.2 MI) TO A PAVED INTERSECTION ON THE LEFT. TURN LEFT AND GO NORTHEAST THROUGH THE AIRPORT TERMINAL PARKING LOT, GATE AND ACROSS APRON FOR 0.25 KM (0.16 MI) TO A TAXIWAY INTERSECTION. TURN RIGHT AND GO SOUTHEAST FOR 0.48 KM (0.30 MI) TO THE SOUTHERN END OF RUNWAY 03-21. TURN LEFT AND GO NORTHEAST ALONG THE SOUTHEASTERN SIDE OF RUNWAY 03-21 FOR 0.25 KM (0.16 MI) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED TIFT "0", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 130.0 M (426.5 FT) NORTH-NORTHEAST OF THE NORTHERN EDGE OF RUNWAY 15-33, 47.6 M (156.2 FT) NORTH OF A LONE TWIN PINE TREE, 19.2 M (63.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 03-21, AND 1.0 M (3.2 FT) SOUTHEAST OF A METAL WITNESS POST. THE 150-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED TIFT "150", SET IN THE TOP OF A 26 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 18.8 M (61.7 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 03-21 AND 0.3 M (1.0 FT) WEST-NORTHWEST OF A WOODEN WITNESS POST. THE 780-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED TIFT "780", SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 130.0 M (426.5 FT) NORTH-NORTHEAST OF THE NORTHERN EDGE OF RUNWAY 09-27, 28.5 M (93.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF RUNWAY 03-21, 15.7 M (51.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 03-21, 0.8 M (2.6 FT) EAST-SOUTHEAST OF A METAL WITNESS POST, AND 0.4 M (1.3 FT) WEST-NORTHWEST OF A FIBERGLASS WITNESS POST. THE 1287-METER POINT IS A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED TIFT "1287", SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 147.1 M (482.6 FT) NORTH-NORTHEAST OF THE NORTHERN END OF UNUSED PAVEMENT FOR RUNWAY 03-21, 6.5 M (21.3 FT) EAST-SOUTHEAST OF A BARBED WIRE FENCE, 0.7 M (2.3 FT) EAST-SOUTHEAST OF A METAL WITNESS POST, AND 0.5 M (1.6 FT) WEST-NORTHWEST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A BLANK DISK STAMPED TIFT 100, SET IN THE TOP A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 19.4 M (63.6 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 03-21 AND 0.8 M (2.6 FT) EAST-SOUTHEAST OF A METAL WITNESS POST. THE MARK-TO-MARK DISTANCE TO THE 0-METER POINT WAS MEASURED BY EDMI METHOD AND FOUND TO BE 30.48 M (100.00 FT). 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 GEORGIA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION PLEASE CONTACT MR. JERRY S. LINDSEY, GEORGIA DEPARTMENT OF TRANSPORTATION, P.O. BOX 7510, 710 WEST 2ND STREET, TIFTON, GA 31793. TELEPHONE (912) 386-3280. OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303. TELEPHONE (404) 656-5527.