STATE OF FLORIDA CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD BEE LINE CBL FLORIDA PALM BEACH N260801 BELLE GLADE CBL (1992 REMEASURED) FLORIDA PALM BEACH N260804 BOCA RATON CBL (1992 NO LONGER USEABLE) FLORIDA PALM BEACH N260801 BOCA RIO CBL FLORIDA PALM BEACH N260802 CAPE CORAL CBL (1992 REMEASURED) FLORIDA LEE N260821 DUNNELLON CBL FLORIDA MARION N290822 FORT LAUDERDALE CBL (1992 REMEASURED) FLORIDA BROWARD N260802 GAINESVILLE CBL (1988 REMEASURED) FLORIDA ALACHUA N290821 HOLLY HILL CBL (1992 REMEASURED) FLORIDA VOLUSIA N290812 JACKSONVILLE FLORIDA DUVAL N300813 LAKE CITY CBL (1994 REMEASURED) FLORIDA COLUMBIA N300823 LAKE WALES CBL (1992 REMEASURED) FLORIDA POLK N270814 MANASOTA CBL FLORIDA MANATEE N270822 MARTIN COUNTY CBL FLORIDA MARTIN N270802 MIAMI CBL (1992 NO LONGER USEABLE) FLORIDA DADE N250801 NAPLES FLORIDA COLLIER N260813 NAPLES EAST CBL FLORIDA COLLIER N260813 NORTH PALM BEACH CBL (1992 DESTROYED) FLORIDA PALM BEACH N260801 OCALA CBL (1981, 1992 REMEASURED) FLORIDA MARION N290822 ORLANDO FLORIDA ORANGE N280811 PALM BEACH COUNTY NORTH FLORIDA PALM BEACH N260801 PALM BEACH COUNTY SOUTH FLORIDA PALM BEACH N260802 PANAMA CITY FLORIDA BAY N300853 PENSACOLA CBL (1992 DESTROYED) FLORIDA ESCAMBIA N300872 ST. PETERSBURG CBL (1988 REMEASURED) FLORIDA PINELLAS N270824 SEBRING CBL (1992 REMEASURED) FLORIDA HIGHLANDS N270812 TALLAHASSEE CBL (1996 REMEASURED) FLORIDA LEON N300842 VENICE CBL (1981, 1992 REMEASURED) FLORIDA SARASOTA N270822 VERO BEACH CBL (1992 NO LONGER USEABLE) FLORIDA INDIAN RIVER N270803 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260801 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BEE LINE CBL FLORIDA SILVER SPRING MD 20910 - AUGUST 1, 1996 PROJECT ACCESSION NUMBER: 15429 PALM BEACH COUNTY NEAREST TOWN: WEST PALM BEACH LIST OF ADJUSTED DISTANCES (JULY 29, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M MOCK ROOS 6.214 150 M COLDFELTER 6.208 150.0068 150.0068 0.1 0 M MOCK ROOS 6.214 430 M RAYMAN 6.107 430.0094 430.0094 0.2 0 M MOCK ROOS 6.214 1400 M LIDBERG 6.246 1400.0012 1400.0012 0.3 150 M CLODFELTER 6.208 430 M RAYMAN 6.107 280.0026 280.0026 0.1 150 M CLODFELTER 6.208 1400 M LIDBERG 6.246 1249.9943 1249.9943 0.2 430 M RAYMAN 6.107 1400 M LIDBERG 6.246 969.9917 969.9918 0.1 DESCRIPTION OF BEE LINE YEAR MEASURED: 1996 LATITUDE: 26 48 58 LONGITUDE: 080 09 40 AZIMUTH: 309 DEGREES TRUE NORTH THE BASE LINE IS LOCATED ABOUT 3.65 MI (5.87 KM) NORTHWEST OF THE WEST PALM BEACH VETERANS ADMINISTRATION HOSPITAL, ALONG THE NORTHEAST SIDE OF STATE HIGHWAY 710 (BEE LINE HIGHWAY) ON THE NORTHWEST SIDE OF WEST PALM BEACH, 0.65 MI (1.05 KM) NORTHWEST OF THE JUNCTION OF NORTHLAKE BLVD AND THE BEE LINE HIGHWAY. OWNERSHIP--STATE OF FLORIDA, HIGHWAY RIGHT-OF-WAY. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400-METER POINTS. THERE IS NO 100-FOOT POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE 95 AND NORTHLAKE BLVD (WHICH BECOMES PALM BEACH COUNTY 809A) AT INTERSTATE 95 EXIT 56, GO WEST ON NORTHLAKE BLVD FOR 3.35 MI (5.39 KM) TO JUNCTION WITH STATE HIGHWAY 710 (BEE LINE HIGHWAY). TURN RIGHT AND GO NORTHWEST ON BEE LINE HIGHWAY FOR 0.65 MI (1.05 KM) TO THE 0-METER POINT ON THE RIGHT AT FIRST CROSSOVER NORTHWEST OF THE JUNCTION OF NORTHLAKE BLVD AND BEE LINE HIGHWAY. TO REACH THE 150-METER POINT CONTINUE NORTHWEST FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT. TO REACH THE 430-METER POINT CONTINUE NORTHWEST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. TO REACH THE 1400-METER POINT CONTINUE NORTHWEST FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT ABOUT 0.1 MI (0.2 KM) SOUTHEAST OF THE THIRD CROSSOVER NORTHWEST OF THE JUNCTION OF NORTHLAKE BLVD AND THE BEE LINE HIGHWAY. THE 0-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "MOCK-ROOS 0 M", SET IN THE TOP OF A 35 CM ROUND CONCRETE POST FLUSH WITH THE SURFACE. IT IS 39.4 M (129.3 FT) WEST-NORTHWEST OF POWER POLE WITH TELEPHONE LINE CROSSING OVER THE ROAD, 37.25 M (122.21 FT) SOUTH-SOUTHEAST OF POWER POLE, 15.16 M (49.74 FT) SOUTHWEST OF BARBED WIRE FENCE, 8.20 M (26.90 FT) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE BEE LINE HIGHWAY, AND 0.43 M (1.41 FT) SOUTH OF A METAL PALM BEACH COUNTY WITNESS POST. THE 150-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "CLODFELTER 150 M", SET IN THE TOP OF A 33 CM ROUND CONCRETE POST FLUSH WITH THE SURFACE. IT IS 15.13 M (49.64 FT) SOUTHWEST OF BARBED WIRE FENCE, 14.43 M (47.34 FT) SOUTH OF POWER POLE, 8.25 M (27.07 FT) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE BEE LINE HIGHWAY, AND 0.35 M (1.15 FT) SOUTH OF A METAL PALM BEACH COUNTY WITNESS POST. THE 430-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "RAYMAN 430 M", SET IN THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH THE SURFACE. IT IS 8.4 M (27.6 FT) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE BEE LINE HIGHWAY, 5.5 M (18.0 FT) SOUTHWEST OF THE NORTHWEST BANK OF A DITCH, AND 0.57 M (1.87 FT) SOUTH OF A METAL PALM BEACH COUNTY WITNESS POST. THE 1400-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "LIDBERG 1400 M", SET IN THE TOP OF A 35 CM ROUND CONCRETE POST 6 CM BELOW THE SURFACE. IT IS 26.15 M (85.79 FT) WEST-NORTHWEST OF POWER POLE, 14.14 M (46.39 FT) SOUTHWEST OF BARBED WIRE FENCE, 8.7 M (28.5 FT) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE BEE LINE HIGHWAY, AND 0.58 M (1.90 FT) SOUTH OF A METAL PALM BEACH COUNTY WITNESS POST. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THERE ARE NO PERIODS (.) IN THE STAMPINGS ON THESE DISKS. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PALM BEACH CHAPTER OF THE FLORIDA SURVEYING AND MAPPING SOCIETY. THE BASELINE WAS FINANCED BY DONATIONS FROM LOCAL REGISTERED SURVEYORS, ENGINEERING/SURVEYING FIRMS AND SURVEYING EQUIPMENT AND SERVICE PROVIDERS. MONUMENTAION AND SUPPORT WERE PROVIDED BY THE PALM BEACH COUNTY SURVEY SECTION. FOR FURTHER INFORMATION CONTACT THE PALM BEACH COUNTY SURVEY SECTION, ENGINEERING AND PUBLIC WORKS, 160 AUSTRALIAN AVENUE, WEST PALM BEACH, FL 33415, TELEPHONE 407-684-4070. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260804 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BELLE GLADE CBL FLORIDA ROCKVILLE MD 20852 - APRIL 3, 1992 PROJECT ACCESSION NUMBER: 15429 PALM BEACH COUNTY NEAREST TOWN: SOUTH BAY LIST OF ADJUSTED DISTANCES (MARCH 16, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M BM 2 7.960 150 M 8.323 149.9946 149.9950 0.1 0 M BM 2 7.960 799 M 8.120 798.7204 798.7204 0.2 0 M BM 2 7.960 1341 M 8.438 1340.7254 1340.7255 0.3 150 M 8.323 799 M 8.120 648.7259 648.7259 0.1 150 M 8.323 1341 M 8.438 1190.7308 1190.7308 0.2 799 M 8.120 1341 M 8.438 542.0049 542.0050 0.2 DESCRIPTION OF BELLE GLADE BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED IN SOUTH BAY, ABOUT 25.7 KM (16.0 MI) EAST-SOUTHEAST OF CLEWISTON AND 4.8 KM (3.0 MI) WEST OF BELLE GLADE. THE BASE LINE LIES BETWEEN NW 1ST AVENUE AND CANAL L-20, RUNNING APPROXIMATELY PARALLEL WITH NW 1ST AVENUE. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 799 AND 1341 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 80 (MARTIN LUTHER KING JR. BOULEVARD), LOCATED IN SOUTH BAY, GO EAST ON STATE HIGHWAY 80 FOR 0.3 KM (0.19 MI) TO THE INTERSECTION OF NW 1ST AVENUE. TURN LEFT AND GO NORTH ON NW 1ST AVENUE FOR 1.2 KM (0.75 MI) TO THE INTERSECTION OF ISLAND AVENUE ON THE LEFT. CONTINUE AHEAD NORTH ON NW 1ST AVENUE FOR 0.13 KM (0.08 MI) TO THE MARK ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "BM 2" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST RECESSED 7.5 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 21.0 M (68.9 FT) NORTHEAST OF THE CENTER OF POWERLINE POLE #69P14, 6.5 M (21.3 FT) EAST OF THE CENTERLINE OF NW 1ST AVENUE AND 2.0 M (6.6 FT) WEST OF A FIBERGLASS WITNESS POST SET IN THE BANK SLOPING DOWN TO THE CANAL. THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "150 M" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 24.3 M (79.7 FT) NORTH-NORTHEAST OF THE CENTER OF POWERLINE POLE #69P11, 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF NW 1ST AVENUE AND 2.0 M (6.6 FT) WEST OF A FIBERGLASS WITNESS POST SET IN THE BANK SLOPING DOWN TO THE CANAL. THE 799-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "799 M" 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 17.8 M (58.4 FT) SOUTHEAST OF THE CENTER OF POWERLINE POLE #68P15, 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF NW 1ST AVENUE AND 2.5 M (8.2 FT) WEST OF A FIBERGLASS WITNESS POST SET IN THE BANK SLOPING DOWN TO THE CANAL. THE 1341-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "1341 M" SET IN THE TOP OF A 35 CM (14 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 14.0 M (45.9 FT) SOUTHEAST OF THE CENTER OF POWERLINE POLE #68P4, 5.7 M (18.7 FT) EAST OF THE CENTERLINE OF NW 1ST AVENUE AND 2.5 M (8.2 FT) WEST OF A FIBERGLASS WITNESS POST SET IN THE BANK SLOPING DOWN TO THE CANAL. 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 FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. WILLIAM ETHERIDGE, PALM BEACH COUNTY, DEPARTMENT OF ENGINEERING AND PUBLIC WORKS, SURVEY SECTION, P.O. BOX 21229, WEST PALM BEACH, FL 33416. TELEPHONE (407) 684-4000. OR CONTACT MR. RONNIE TAYLOR, NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260801 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BOCA RATON CBL FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 PALM BEACH COUNTY *** BOCA RATON BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION BELOW *** LIST OF ADJUSTED DISTANCES (JANUARY 23, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 3.49 150 3.19 149.9682 149.9685 0.3 0 3.49 800 3.80 799.9986 799.9986 0.7 0 3.49 1400 3.03 1399.9809 1399.9810 1.1 150 3.19 800 3.80 650.0304 650.0307 0.6 150 3.19 1400 3.03 1250.0127 1250.0127 0.9 800 3.80 1400 3.03 599.9824 599.9829 0.6 *** BOCA RATON BASE LINE - NO LONGER USEABLE - SEE USER NOTES *** DESCRIPTION OF BOCA RATON BASE LINE YEAR MEASURED: 1975 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS ABOUT 1 MILE EAST OF INTERSTATE 95, ON THE WEST EDGE OF BOCA RATON AND ON THE CAMPUS OF THE FLORIDA ATLANTIC UNIVERSITY. IT IS ON THE EAST SIDE OF THE CAMPUS ABOUT 375 FEET EAST OF THE AUDITORIUM. THE 0 METER POINT IS 0.15 MILE SOUTHEAST OF THE UNIVERSITY THEATRE, 143.0 FEET EAST OF THE EAST EDGE OF PALM BEACH AVENUE AND 1.0 FOOT WEST OF A METAL WITNESS POST. THE 800 METER POINT IS 0.1 MILE NORTHEAST OF THE ADMINISTRATION BUILDING, 34.5 FEET SOUTH OF THE SOUTH EDGE OF PARKING AREA, AND 10.5 FEET WEST OF A METAL WITNESS POST. THE 1500 METER POINT IS 0.45 MILE NORTH OF THE ADMINISTRATION BUILDING, EAST OF A PARKING LOT, AND 1.0 FOOT WEST OF A METAL WITNESS POST. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE POINTS AT 0, 150, 800, AND 1400 METERS. THE 0 METER POINT IS THE MOST SOUTHERN OF THE POINTS. THE POINTS ARE MARKED BY STANDARD TRIANGULATION STATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND AND HAS NO STAMPING ON THE DISKS. RECOVERY 1980 - THE 150 METER POINT NOT FOUND, BELIEVED COVERED WITH DIRT. WITNESS POSTS PLACED BESIDE 0, 800, AND 1400 METER POINTS. USER NOTES: *** ALL MARKS WERE RECOVERED BUT THIS BASE LINE IS NO LONGER USEABLE BECAUSE THE MARKS ARE NOT INTERVISIBLE. THERE ARE TREES AND FOLIAGE ON LINE BETWEEN THE 150 M. AND 800 M. MARKS, AND TREES ON LINE BETWEEN THE 800 M. AND 1400 M. MARKS. TWO ROADS NOW CROSS THE LINE BETWEEN THE 150 M. AND 800 M. MARKS. ONE ROAD AND A PARKING LOT ARE NOW ON LINE BETWEEN THE 800 M. AND 1400 M. MARKS. *** THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. MR. WILLIAM WALLACE JR., CHAIRMAN OF THE PALM BEACH COUNTY CHAPTER, CAN BE CONTACTED AT 2019 OKEECHOBEE BLVD., WEST PALM BEACH, FL, 33409. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260802 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BOCA RIO CBL FLORIDA SILVER SPRING MD 20910 - AUGUST 1, 1996 PROJECT ACCESSION NUMBER: 15429 PALM BEACH COUNTY NEAREST TOWN: BOCA RATON LIST OF ADJUSTED DISTANCES (JULY 29, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M BARRY 5.402 150 M WEBB 5.325 150.0029 150.0029 0.1 0 M BARRY 5.402 430 M AVIROM 5.345 429.9957 429.9957 0.2 0 M BARRY 5.402 1400 M BOSWORTH 5.417 1400.0053 1400.0053 0.3 150 M WEBB 5.325 430 M AVIROM 5.345 279.9928 279.9928 0.1 150 M WEBB 5.325 1400 M BOSWORTH 5.417 1250.0025 1250.0025 0.2 430 M AVIROM 5.345 1400 M BOSWORTH 5.417 970.0097 970.0097 0.1 DESCRIPTION OF BOCA RIO BASE LINE YEAR MEASURED: 1996 LATITUDE: 26 20 14 LONGITUDE: 080 10 16 AZIMUTH: 000 DEGREES TRUE NORTH THE BASE LINE IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF U.S. HIGHWAY 441 ON THE WEST SIDE OF BOCA RATON, ALONG THE EAST SIDE OF BOCA RIO ROAD BETWEEN PALMETTO PARK ROAD AND SOUTHWEST 18TH STREET. IT RUNS PARALLEL BETWEEN BOCA RIO ROAD ON THE WEST AND BIKE PATH, CANAL, AND TURNPIKE ON THE EAST SIDE. OWNERSHIP--PALM BEACH COUNTY IT IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1400-METER POINTS. THERE IS NO 100-FOOT POINT ON THIS BASE LINE. TO REACH THE 1400 M POINT FROM THE JUNCTION OF U.S. HIGHWAY 441 AND PALMETTO PARK ROAD ON THE WEST SIDE OF BOCA RATON, GO EAST ON PALMETTO PARK ROAD FOR 1.8 MI (2.9 KM) TO A SIDE ROAD RIGHT (ACCESS TO BOCA RIO ROAD) BEFORE CROSSING THE OVERPASS OVER FLORIDA TURNPIKE, A CANAL, AND BOCA RIO ROAD. TURN RIGHT AND CONTINUE EAST FOR 0.2 MI (0.3 KM) TO A T-ROAD (BOCA RIO ROAD). TURN LEFT AND GO NORTH FOR 0.02 MI (0.03 KM) TO THE MARK ON THE RIGHT BEFORE REACHING THE PALMETTO PARK ROAD OVERPASS. FROM THE T-ROAD TURN RIGHT AND GO SOUTH ON BOCA RIO ROAD FOR 0.55 MI (0.89 KM) TO THE 430-M POINT ON THE LEFT, CONTINUE 0.15 MI (0.24 KM) SOUTH ON BOCA RIO ROAD TO THE 150-M POINT ON THE LEFT, AND CONTINUE SOUTH ON BOCA RIO ROAD FOR 0.1 MI (0.2 KM) TO THE 0-METER POINT ON THE LEFT BETWEEN THE BIKE PATH AND THE STREET. THE 1400-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "BOSWORTH AERIAL 1400 M", SET IN THE TOP OF A 40 CM ROUND CONCRETE POST RECESSED ABOUT 8 CM BELOW THE SURFACE WITH THE NUMBER 95 AND LETTERS SARGE ETCHED INTO THE CONCRETE. IT IS 37.48 M (122.97 FT) SOUTH OF THE SOUTHERN COLUMN FOR SUPPORT OF THE PALMETTO PARK ROAD OVERPASS, 28.65 M (94.00 FT) NORTH OF THE PROJECTED CENTERLINE AT THE T-ROAD INTERSECTION, 13.45 M (44.13 FT) EAST OF THE APPROXIMATE CENTERLINE OF BOCA RIO ROAD, 5.25 M (17.22 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL 2.5-FT BY 3.0-FT STORM DRAIN GRATE ON THE EAST EDGE OF BOCA RIO ROAD, 4.33 M (14.21 FT) WEST OF A METAL PALM BEACH COUNTY WITNESS POST ON THE EAST SIDE OF BIKE PATH, AND 1.9 (6.2 FT) WEST OF THE APPROXIMATE CENTER OF THE ASPHALT BIKE PATH. THE 430-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "AVIROM 430 M", SET IN THE TOP OF A 40 CM ROUND CONCRETE POST RECESSED ABOUT 3 CM BELOW THE SURFACE WITH THE NUMBER 95 ETCHED INTO THE CONCRETE. IT IS 23.5 M (77.1 FT) NORTH OF THE PROJECTED MEDIAN OF BOCA RIO DRIVE AT THE ENTRANCE TO THE LAKES AT BOCA RIO, 15.43 M (50.62 FT) EAST OF THE APPROXIMATE CENTERLINE OF BOCA RIO ROAD, 10.6 M (34.8 FT) NORTHEAST OF A POWER POLE WITH CABLE GUY WIRE, 7.17 M (23.52 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL 2.5-FT BY 3.0-FT STORM DRAIN GRATE ON THE EAST EDGE OF BOCA RIO ROAD, 4.73 M (15.52 FT) WEST OF A METAL PALM BEACH COUNTY WITNESS POST ON THE EAST SIDE OF BIKE PATH, AND 2.65 M (8.69 FT) WEST OF THE APPROXIMATE CENTER OF THE ASPHALT BIKE PATH. THE 150-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "WEBB 150 M", SET IN THE TOP OF A 40 CM ROUND CONCRETE POST RECESSED ABOUT 1 CM BELOW THE SURFACE. IT IS 16.6 M (54.5 FT) SOUTH-SOUTHEAST OF A POWER POLE, 14.3 M (46.9 FT) EAST OF THE APPROXIMATE CENTERLINE OF BOCA RIO ROAD, 5.41 M (17.75 FT) WEST OF A METAL PALM BEACH COUNTY WITNESS POST ON THE EAST SIDE OF BIKE PATH, AND 2.55 M (8.37 FT) WEST OF THE APPROXIMATE CENTER OF THE ASPHALT BIKE PATH. THE 0-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "BARRY 0 M", SET IN THE TOP OF A 45 CM ROUND CONCRETE POST FLUSH WITH THE SURFACE. IT IS 62.0 M (203.4 FT) NORTH OF THE PROJECTED MEDIAN IN THAMES BLVD AT THE ENTRANCE TO BOCA RIO AND CYPRESS LAKES LUXURY RENTALS, 37.8 M (124.0 FT) SOUTH-SOUTHEAST OF A POWER POLE, 29.55 M (96.95 FT) NORTH-NORTHEAST OF A POWER POLE, 16.4 M (53.8 FT) EAST OF THE APPROXIMATE CENTERLINE OF BOCA RIO ROAD, 7.55 M (24.77 FT) EAST OF A METAL PALM BEACH COUNTY WITNESS POST SIGN ON (NO PARKING ANY TIME) SIGNPOST, AND 2.35 M (7.71 FT) WEST OF THE APPROXIMATE CENTER OF THE ASPHALT BIKE PATH. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THERE ARE NO PERIODS (.) IN THE STAMPINGS ON THESE DISKS. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PALM BEACH CHAPTER OF THE FLORIDA SURVEYING AND MAPPING SOCIETY. THE BASELINE WAS FINANCED BY DONATIONS FROM LOCAL REGISTERED SURVEYORS, ENGINEERING/SURVEYING FIRMS AND SURVEYING EQUIPMENT AND SERVICE PROVIDERS. MONUMENTATION AND SUPPORT WERE PROVIDED BY THE PALM BEACH COUNTY SURVEY SECTION. FOR FURTHER INFORMATION CONTACT THE PALM BEACH COUNTY SURVEY SECTION, ENGINEERING AND PUBLIC WORKS, 160 AUSTRALIAN AVENUE, WEST PALM BEACH, FL 33415, TELEPHONE 407-684-4070. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260814 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CAPE CORAL CBL FLORIDA ROCKVILLE MD 20852 - MARCH 17, 1992 PROJECT ACCESSION NUMBER: 15429 LEE COUNTY NEAREST TOWN: CAPE CORAL LIST OF ADJUSTED DISTANCES (FEBRUARY 10, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 4.100 150 M 3.941 150.0102 150.0103 0.1 0 M 4.100 800 M 4.002 800.0306 800.0306 0.1 0 M 4.100 1400 M 3.838 1400.0282 1400.0282 0.2 150 M 3.941 800 M 4.002 650.0203 650.0203 0.1 150 M 3.941 1400 M 3.838 1250.0179 1250.0180 0.1 800 M 4.002 1400 M 3.838 599.9976 599.9976 0.1 DESCRIPTION OF CAPE CORAL BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED IN CAPE CORAL, ABOUT 8.0 KM (5.0 MI) NORTHWEST OF FORT MYERS AND 6.0 KM (3.7 MI) WEST OF U.S. HIGHWAY 41. THE BASE LINE LIES IN THE GRASS MEDIUM STRIP OF ANDALUSIA BOULEVARD. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 800 AND 1400 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 41 (CLEVELAND AVENUE) AND STATE ROAD 78 (NE PINE ISLAND ROAD), LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF DOWNTOWN FORT MYERS, GO WEST CURVING TO SOUTHWEST ON STATE ROAD 78 FOR 4.3 KM (2.7 MI) TO THE INTERSECTION OF DEL PRADO BOULEVARD. CONTINUE SOUTHWEST ON STATE ROAD 78 FOR 1.7 KM (1.0 MI) TO THE INTERSECTION OF ANDALUSIA BOULEVARD. TURN RIGHT AND GO NORTH ON ANDALUSIA BOULEVARD FOR 0.55 KM (0.34 MI) TO THE MARK ON THE LEFT, JUST NORTH OF THE INTERSECTION WITH TROPICANA PARKWAY. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "0 M" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 28.4 M (93.2 FT) NORTH OF THE CENTERLINE OF THE GRASS MEDIAN STRIP OF TROPICANA PARKWAY, 3.7 M (12.1 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF ANDALUSIA BOULEVARD AND 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A BLANK DISK STAMPED "150 M" SET IN THE TOP OF A 27 CM (10.5 IN) DIAMETER CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 22.8 M (74.8 FT) SOUTH OF THE EXTENDED CENTERLINE OF NE 8TH STREET, 3.6 M (11.8 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF ANDALUSIA BOULEVARD AND 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST. THE 800-METER POINT IS A BLANK DISK STAMPED "800 M" SET IN THE TOP OF A 27 CM (10.5 IN) DIAMETER CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 10.8 M (35.4 FT) NORTH OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO HOUSE NO. 1037 ANDALUSIA BOULEVARD, 4.3 M (14.1 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO HOUSE NO. 1039 ANDALUSIA BOULEVARD, 3.8 M (12.5 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF ANDALUSIA BOULEVARD AND 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "1400 M" 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 26.6 M (87.3 FT) NORTH OF THE CENTERLINE OF NE 13TH TERRACE, 3.6 M (11.8 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF ANDALUSIA BOULEVARD AND 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USER SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. MICHAEL HARMON, JOHNSON ENGINEERING INC, P.O. BOX 1550, FORT MYERS, FL 33902, TELEPHONE 813-334-0046, OR CONTACT MR. RONNIE TAYLOR, NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N290822 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: DUNNELLON CBL FLORIDA SILVER SPRING MD 20910 - AUGUST 1, 1996 PROJECT ACCESSION NUMBER: 15429 MARION COUNTY NEAREST TOWN: DUNNELLON LIST OF ADJUSTED DISTANCES (JULY 29, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1995 18.809 150 1995 18.976 150.0047 150.0048 0.1 0 1995 18.809 430 1995 18.975 430.0066 430.0066 0.1 0 1995 18.809 1400 1995 18.962 1399.9899 1399.9899 0.2 150 1995 18.976 430 1995 18.975 280.0019 280.0019 0.1 150 1995 18.976 1400 1995 18.962 1249.9853 1249.9853 0.1 430 1995 18.975 1400 1995 18.962 969.9833 969.9833 0.1 DESCRIPTION OF DUNNELLON BASE LINE YEAR MEASURED: 1996 LATITUDE: 29 03 31 LONGITUDE: 082 22 29 AZIMUTH: 270 THE BASE LINE IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHWEST OF OCALA AND 5.3 MI (8.5 KM) EAST-NORTHEAST OF DUNNELLON, ALONG THE SOUTHERN EDGE OF RUNWAY 9-27 AT THE DUNNELLON/MARION COUNTY AIRPORT. OWNERSHIP--MARION COUNTY, 601 S.E. 25TH AVENUE, OCALA, FL. 32671. AIRPORT MANAGER ED WINGERTER, PHONE 352-489-4919. FIXED BASE OPERATION - BLUE RUN AVIATION, FBO MANAGER BOB MATHEWS, PHONE: 352-489-4898. NOTE--GET PERMISSION BEFORE ENTERING AIRPORT. THE BASE LINE IS A EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400-METER POINTS. THERE IS NO 100-FOOT CALIBRATION POINT. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY ROADS 40, 336 AND 484 IN DUNNELLON, GO EAST ON COUNTY ROAD 484 FOR 5.8 MI (9.3 KM) TO A PAVED ROAD LEFT (SW 147 CT) AND ENTRANCE TO DUNNELLON/MARION COUNTY AIRPORT AND COMMERCE CENTER. TURN LEFT AND GO NORTH FOR 0.6 MI (1.0 KM) ON SW 147 CT TO A SIDE ROAD (SW 111 ST) ON THE LEFT. TURN LEFT AND GO WEST ON SW 111 ST FOR 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE ON THE LEFT. CONTINUE WEST FOR 0.15 MI (0.24 KM) TO THE NORTH-SOUTH TAXIWAY. TURN LEFT AND GO SOUTH ALONG THE TAXIWAY FOR 0.2 MI (0.3 KM) CROSSING THE END OF RUNWAY 9-27 TO THE 0-METER POINT ON THE RIGHT SOUTH OF THE SOUTHERN EDGE OF THE RUNWAY. TO REACH THE 150-METER POINT GO WEST ALONG THE SOUTH SIDE OF THE RUNWAY FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT. TO REACH THE 430-METER POINT, CONTINUE WEST FOR 0.15 MI (0.24 KM) AND THE MARK ON THE LEFT. TO REACH THE 1400-METER POINT, CONTINUE WEST FOR 0.6 MI (1.0 KM) TO THE MARK ON THE LEFT NEAR THE WEST END OF RUNWAY 9-27. THE 0-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "0 1995", SET IN THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH THE SURFACE. IT IS 43.75 M (143.54 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT WEST OF THE EAST END OF RUNWAY 9-27, 36.95 M (121.23 FT) SOUTH OF THE APPROXIMATE CENTERLINE OF RUNWAY 9-27, 32.35 M (106.13 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE EAST END OF RUNWAY 9-27, 31.5 M (103.3 FT) SOUTH-SOUTHWEST OF THE MOST SOUTHERLY OF 3 RED/BLUE RUNWAY END LIGHTS AT THE SOUTHEAST CORNER OF RUNWAY 9-27, 27.8 M (91.2 FT) SOUTH OF THE SOUTHERN EDGE OF RUNWAY 9-27, AND 0.83 M (2.72 FT) NORTH OF A SHORT WITNESS POST. THE 150-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "150 1995", SET IN THE TOP OF A 33 CM ROUND CONCRETE POST RECESSED 2.5 CM BELOW THE SURFACE. IT IS 37.1 M (121.7 FT) SOUTH OF THE APPROXIMATE CENTERLINE OF RUNWAY 9-27, 27.9 M (91.5 FT) SOUTH OF THE SOUTHERN EDGE OF RUNWAY 9-27, 24.9 M (81.7 FT) SOUTH-SOUTHWEST OF THIRD RUNWAY LIGHT WEST OF THE EAST END OF RUNWAY 9-27, AND 0.85 M (2.79 FT) NORTH OF A WITNESS POST. THE 430-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "430 1995", SET IN THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH THE SURFACE. IT IS 37.1 M (121.7 FT) SOUTH OF THE APPROXIMATE CENTERLINE OF RUNWAY 9-27, 27.85 M (91.37 FT) SOUTH OF THE SOUTHERN EDGE OF RUNWAY 9-27, 26.85 M (88.09 FT) SOUTH-SOUTHEAST OF A RUNWAY LIGHT ON SOUTH SIDE OF RUNWAY 9-27, AND 0.81 M (2.66 FT) NORTH OF A WITNESS POST. THE 1400-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "1400 1995", SET IN THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH THE SURFACE. IT IS 37.8 M (124.0 FT) SOUTHWEST OF THE FIRST RUNWAY LIGHT EAST OF THE WEST END OF RUNWAY 9-27, 37.0 M (121.4 FT) SOUTH OF THE APPROXIMATE CENTERLINE OF RUNWAY 9-27, 32.35 M (106.13 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE WEST END OF RUNWAY 9-27, 31.57 M (103.58 FT) SOUTH-SOUTHEAST OF THE MOST SOUTHERLY OF THREE RED/BLUE RUNWAY END LIGHTS AT THE SOUTHWEST CORNER OF RUNWAY 9-27, 27.77 M (91.11 FT) SOUTH OF THE SOUTHERN EDGE OF RUNWAY 9-27 AND 0.78 M (2.56 FT) NORTH OF A 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 IN CONJUNCTION WITH THE NORTH CENTRAL FLORIDA CHAPTER OF F.S.M.S. FOR FURTHER INFORMATION CONTACT THE CITY OF OCALA, CHIEF LAND SURVEYOR, J.M. BARTHOLOMEW, P.O. BOX 1270, OCALA, FL 34478-1270, TELEPHONE 352-629-8521. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260802 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: FORT LAUDERDALE CBL FLORIDA ROCKVILLE MD 20852 - MARCH 17, 1992 PROJECT ACCESSION NUMBER: 15429 BROWARD COUNTY NEAREST TOWN: PLANTATION LIST OF ADJUSTED DISTANCES (FEBRUARY 10, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 AMY 3.050 50 BARB 3.116 50.0150 50.0151 0.1 0 AMY 3.050 150 CAROL 3.143 149.9921 149.9922 0.1 0 AMY 3.050 350 DAWN 3.044 349.9913 349.9913 0.1 0 AMY 3.050 800 EVE 2.997 799.9864 799.9864 0.1 0 AMY 3.050 1500 FAY 2.902 1499.9987 1499.9987 0.2 50 BARB 3.116 150 CAROL 3.143 99.9771 99.9771 0.1 50 BARB 3.116 350 DAWN 3.044 299.9763 299.9763 0.1 50 BARB 3.116 800 EVE 2.997 749.9714 749.9714 0.1 50 BARB 3.116 1500 FAY 2.902 1449.9837 1449.9837 0.2 150 CAROL 3.143 350 DAWN 3.044 199.9992 199.9992 0.1 150 CAROL 3.143 800 EVE 2.997 649.9943 649.9943 0.1 150 CAROL 3.143 1500 FAY 2.902 1350.0066 1350.0066 0.1 350 DAWN 3.044 800 EVE 2.997 449.9951 449.9951 0.1 350 DAWN 3.044 1500 FAY 2.902 1150.0074 1150.0074 0.1 800 EVE 2.997 1500 FAY 2.902 700.0122 700.0122 0.1 DESCRIPTION OF FORT LAUDERDALE BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 18.5 KM (11.5 MI) WEST OF DOWNTOWN FORT LAUDERDALE AND 12.9 KM (8.0 MI) NORTH OF PEMBROKE PINES, ON THE WEST SIDE OF PLANTATION. THE BASE LINE LIES ALONG THE EASTERN EDGE AND RUNS APPROXIMATELY PARALLEL WITH HIATUS ROAD (NW 112TH AVENUE). THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 50, 150, 350, 800 AND 1500 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE 595 AND STATE HIGHWAY 823 (FLAMINGO ROAD), LOCATED IN PLANTATION ABOUT 15.0 KM (9.3 MI) WEST OF INTERSTATE 95, GO NORTH ON FLAMINGO ROAD FOR 0.7 KM (0.4 MI) TO THE INTERSECTION OF BROWARD BOULEVARD (STATE HIGHWAY 842). TURN RIGHT AND GO EAST ON BROWARD BOULEVARD FOR 1.55 KM (1.0 MI) TO THE INTERSECTION OF HIATUS ROAD (NW 112TH AVENUE). TURN LEFT AND GO NORTH ON HIATUS ROAD FOR 0.32 KM (0.2 MI) TO THE MARK ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "AMY 0253" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 12.6 M (41.3 FT) WEST-NORTHWEST OF A BROWARD COUNTY ENGINEERING DEPARTMENT SURVEY MARK, 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF HIATUS ROAD, 3.9 M (12.8 FT) NORTH OF THE EXTENDED CENTERLINE OF NW 4TH STREET AND 0.9 M (3.0 FT) WEST OF A FIBERGLASS WITNESS POST. THE 50-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "BARB" SET IN THE TOP OF A 48 CM (19 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 53.9 M (176.8 FT) NORTH OF THE EXTENDED CENTERLINE OF NW 4TH STREET, 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF HIATUS ROAD AND 0.7 M (2.3 FT) WEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "CAROL" SET IN THE TOP OF A 56 CM (22 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF HIATUS ROAD, 1.5 M (4.9 FT) NORTH OF THE EXTENDED CENTERLINE OF NW 4TH COURT AND 0.6 M (2.0 FT) EAST OF A METAL WITNESS POST (SOUTH FLORIDA WATER MANAGEMENT DISTRICT SURVEY MARKER). THE 350-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "DAWN" SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 50.3 M (165.0 FT) NORTH OF THE EXTENDED CENTERLINE OF NW 5TH STREET, 6.9 M (22.6 FT) EAST OF THE CENTERLINE OF HIATUS ROAD, 1.0 M (3.3 FT) WEST OF A METAL WITNESS POST AND 0.6 M (2.0 FT) EAST OF A METAL WITNESS POST (SOUTH FLORIDA WATER MANAGEMENT DISTRICT SURVEY MARKER). THE 800-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "EVE 0255" SET IN THE TOP OF A 53 CM (21 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 11.7 M (38.4 FT) WEST-SOUTHWEST OF A BROWARD COUNTY ENGINEERING DEPARTMENT TOWNSHIP CORNER, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF HIATUS ROAD, 3.8 M (12.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF NW 8TH STREET AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST. THE 1500-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "FAY" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST RECESSED 38 CM (15 IN) BELOW THE SURFACE OF THE GROUND. IT IS 18.2 M (59.7 FT) SOUTHEAST OF UTILITY POLE #8 6681 0526 03, 8.0 M (26.2 FT) EAST OF THE CENTERLINE OF HIATUS ROAD, 0.6 M (2.0 FT) WEST OF A METAL WITNESS POST AND 0.5 M (1.6 FT) EAST OF A METAL WITNESS POST (SOUTH FLORIDA WATER MANAGEMENT DISTRICT SURVEY MARKER). 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 FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. CARL ALBREKTSEN, 400 NE 3RD AVENUE, FORT LAUDERDALE, FL 33301, TELEPHONE 305-763-7611. OR CONTACT MR. RONNIE TAYLOR, NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N290821 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: GAINESVILLE CBL FLORIDA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15429 ALACHUA COUNTY NEAREST TOWN: GAINESVILLE LIST OF ADJUSTED DISTANCES (MARCH 19, 1988) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 19.170 150 18.954 149.9994 149.9996 0.0 0 19.170 800 18.937 800.0796 800.0797 0.2 0 19.170 1400 18.947 1402.2932 1402.2932 0.3 150 18.954 800 18.937 650.0802 650.0802 0.2 150 18.954 1400 18.947 1252.2938 1252.2938 0.3 800 18.937 1400 18.947 602.2136 602.2136 0.2 DESCRIPTION OF GAINESVILLE BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1988 CHIEF OF PARTY: MTL THIS BASE LINE IS LOCATED 8.0 KM (5.0 MI) SOUTH OF GAINESVILLE, 7.7 KM (4.8 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROAD 26, AND INSIDE THE CENTER MEDIAN STRIP ALONG U.S. HIGHWAY 441. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROAD 26, GO SOUTH FOR ON U.S. HIGHWAY 441 FOR 7.7 KM (4.8 MI) TO THE 0 METER POINT ON THE LEFT, INSIDE THE GRASS MEDIAN STRIP BETWEEN NORTH AND SOUTH BOUND LANES. THE BASE LINE IS NORTH-SOUTH LINE WITH THE 0 METER POINT AT THE NORTH END. THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS. THERE IS ALSO A 50 METER POINT WHICH IS NOT PART OF THE BASE LINE. ALL POINTS ARE IN LINE WHICH RUNS PARALLEL AND BETWEEN THE NORTH-SOUTH BOUND LANES OF U.S. HIGHWAY 441. THE 0 METER POINT IS A NGS HORIZONTAL CONTROL MARK DISC WITH NO STAMPING, SET IN THE TOP OF A 60 CM (24 IN) DIAMETER CONCRETE POST WITH A 1.6 METER (5.2 FT) BY 1.6 METER (5.2 FT) SQUARE CONCRETE COLLAR AND IS FLUSH WITH THE GROUND, 6.7 METER (18.7 FT) WEST Of THE NORTHBOUND LANE CENTERLINE OF U.S. HIGHWAY 441, AND 6.8 METER (22.3 FT) EAST OF THE SOUTHBOUND LANE CENTERLINE OF U.S. HIGHWAY 441. THE 150 METER POINT IS A NGS HORIZONTAL CONTROL MARK DISC WITH NO STAMPING, SET IN THE TOP OF A 60 CM (24 IN) DIAMETER CONCRETE POST WITH A 1.8 METER (5.9 FT) BY 1.8 METER (5.9 FT) SQUARE CONCRETE COLLAR FLUSH WITH THE GROUND, 6.8 METERS (22.3 FT) WEST OF THE NORTHBOUND LANE CENTERLINE OF U.S. HIGHWAY 441, AND 6.8 METER (22.3 FT) EAST OF THE SOUTHBOUND LANE CENTERLINE OF U.S. HIGHWAY 441. THE 800 METER POINT IS A NGS HORIZONTAL CONTROL MARK DISC, STAMPED "CTOR", SET IN THE TOP OF A 60 CM (24 IN) DIAMETER CONCRETE POST WITH A 1.5 METER (4.9 FT) BY 1.5 METER (4.9 FT) SQUARE CONCRETE COLLAR FLUSH WITH THE GROUND, 6.8 METERS (22.3 FT) WEST OF THE NORTHBOUND LANE CENTERLINE OF U.S. HIGHWAY 441, 6.5 METERS (21.3 FT) EAST OF THE SOUTHBOUND LANE CENTERLINE OF U.S. HIGHWAY 441, AND 25.3 METERS (83 FT) NORTH OF GPS SURVEY MARK "FLNRC 11987". THE 1400 METER POINT IS A NGS HORIZONTAL CONTROL MARK DISC WITH NO STAMPING, SET IN THE TOP OF A 60 CM (24 IN) DIAMETER CONCRETE POST WITH A 1.8 METER (5.9 FT) BY 1.8 METER (5.9 FT) SQUARE CONCRETE COLLAR FLUSH WITH THE GROUND, 6.7 METERS (22.0 FT) WEST OF THE NORTHBOUND LANE CENTERLINE OF U.S. HIGHWAY 441, 6.7 METERS (22.0 FT) EAST OF THE SOUTHBOUND LANE CENTERLINE OF U.S. HIGHWAY 441, AND 21.2 METERS (69.6 FT) EAST FROM A METAL POST. USER NOTES: EXTREME CARE SHOULD BE TAKEN IN USING THIS BASE LINE DUE TO FAST MOVING TRAFFIC ON BOTH SIDES OF THE LINE. ALL POINT ELEVATIONS ARE FOR BASE LINE USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION, PLEASE CONTACT MR. ROY BARTH, PERRY MCGRIFF COMPANY, 413 SOUTH MAIN STREET, GAINESVILLE, FLORIDA 32608, TELEPHONE 904-372-3301. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N290812 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HOLLY HILL CBL FLORIDA ROCKVILLE MD 20852 - APRIL 3, 1992 PROJECT ACCESSION NUMBER: 15429 VOLUSIA COUNTY NEAREST TOWN: DAYTONA BEACH LIST OF ADJUSTED DISTANCES (MARCH 16, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 7.960 50 M 7.721 49.9910 49.9916 0.1 0 M 7.960 150 M 7.957 149.9981 149.9981 0.1 0 M 7.960 350 M 7.732 349.9889 349.9890 0.1 0 M 7.960 1500 M 8.110 1499.9944 1499.9944 0.2 50 M 7.721 150 M 7.957 100.0071 100.0074 0.1 50 M 7.721 350 M 7.732 299.9979 299.9979 0.1 50 M 7.721 1500 M 8.110 1450.0034 1450.0034 0.2 150 M 7.957 350 M 7.732 199.9908 199.9909 0.1 150 M 7.957 1500 M 8.110 1349.9963 1349.9963 0.1 350 M 7.732 1500 M 8.110 1150.0055 1150.0055 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. A TAPE CALIBRATION MONUMENT WAS SET AT THE 200 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 199.99 FT. DESCRIPTION OF HOLLY HILL BASE LINE YEAR MEASURED: 1978 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST-NORTHWEST OF DOWNTOWN DAYTONA BEACH, 5.6 KM (3.5 MI) SOUTHWEST OF HOLLY HILL AND 1.0 KM (0.6 MI) EAST-NORTHEAST OF INTERSTATE 95. THE BASE LINE RUNS ALONG AND APPROXIMATELY PARALLEL WITH THE SOUTHERN EDGE OF 11TH STREET. THE BASE LINE IS AN EAST-NORTHEAST, WEST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE WEST-SOUTHWEST END. IT CONSISTS OF THE 0, 50, 150, 350 AND 1500 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION AND 200-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND EAST-NORTHEAST OF THE 0-METER POINT. THERE IS ALSO A MARK SET AT 900 METERS, WHICH WAS NOT INCLUDED IN THE MEASUREMENT PROCESS AND THUS IS NOT INCLUDED IN THE ABOVE RESULTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE ROAD 40 (GRANADA BOULEVARD) AND INTERSTATE 95 (EXIT 88), LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF HOLLY HILL, GO NORTHEAST ON STATE ROAD 40 FOR 0.3 KM (0.2 MI) TO THE INTERSECTION OF WILLIAMSON BOULEVARD ON THE RIGHT. TURN RIGHT AND GO SOUTHEASTERLY ON WILLIAMSON BOULEVARD FOR 4.3 KM (2.7 MI) TO THE INTERSECTION OF 11TH STREET. TURN LEFT AND GO EASTERLY ON 11TH STREET FOR 47 M (153 FT) TO THE MARK ON THE RIGHT, IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "0 M" SET IN THE TOP OF A CONCRETE POST. THE MARK IS IN THE EDGE OF 11TH STREET, RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE ROAD, WITH ONLY THE DISK EXPOSED VIA A HOLE IN THE ASPHALT. IT IS 46.6 M (152.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF WILLIAMSON BOULEVARD, 8.1 M (26.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF 11TH STREET, 2.6 M (8.5 FT) NORTH-NORTHWEST OF THE FACE OF A GUARD RAIL AND 0.8 M (2.6 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST. THE 50-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "50 M" SET IN THE TOP OF A 20 CM (8 IN) DIAMETER CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 8.1 M (26.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF 11TH STREET AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "150 M" SET IN THE TOP OF A 20 CM (8 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 8.1 M (26.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF 11TH STREET AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST. THE 350-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "350 M" SET IN THE TOP OF A 20 CM (8 IN) DIAMETER CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 8.1 M (26.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF 11TH STREET AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST. THE 1500-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "1500 M" SET IN THE TOP OF A 20 CM (8 IN) DIAMETER CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 8.0 M (26.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF 11TH STREET AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "100 FT" SET IN THE TOP OF A 20 CM (8 IN) DIAMETER CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 11.1 M (36.4 FT) NORTHEAST OF THE END OF THE GUARD RAIL, 8.0 M (26.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF 11TH STREET AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A FIBERGLASS 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). THE 200-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "200 FT" SET IN THE TOP OF AN 18 CM (7 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 11.0 M (36.1 FT) EAST-NORTHEAST OF THE FIBERGLASS WITNESS POST AT THE 50-METER POINT AND 8.0 M (26.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF 11TH STREET. THE MARK-TO- MARK DISTANCE TO THE 0-METER POINT WAS MEASURED BY EDMI METHOD AND FOUND TO BE 60.957 M (199.99 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 FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. FRED HARPSTER, 436 NORTH GRANDVIEW AVENUE, DAYTONA BEACH, FL 32118, TELEPHONE 904-253-3241. OR CONTACT MR. ANDREW WILBERT JR., 55 SETON TRAIL, ORMOND BEACH, FL 32176, TELEPHONE 904-676-9056. OR CONTACT MR. RONNIE TAYLOR, NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N300813 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: JACKSONVILLE FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 DUVAL COUNTY LIST OF ADJUSTED DISTANCES (MAY 18, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 22.188 150 22.000 149.9975 149.9976 0.2 0 22.188 400 21.918 399.9908 399.9909 0.4 0 22.188 800 22.597 799.9862 799.9863 0.5 0 22.188 1400 22.501 1399.9731 1399.9731 0.7 150 22.000 400 21.918 249.9934 249.9934 0.4 150 22.000 800 22.597 649.9887 649.9890 0.5 150 22.000 1400 22.501 1249.9756 1249.9757 0.6 400 21.918 800 22.597 399.9953 399.9959 0.4 400 21.918 1400 22.501 999.9822 999.9824 0.5 800 22.597 1400 22.501 599.9869 599.9869 0.4 DESCRIPTION OF JACKSONVILLE BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: FCM THE BASE LINE IS LOCATED IN THE SOUTHWEST PART OF JACKSONVILLE, ABOUT 0.6 KM (0.4 MI) WEST OF THE NORTH ENTRANCE TO HERLONG AIRPORT AND SET IN THE MEDIAN OF STATE HIGHWAY 228. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 295 AND STATE HIGHWAY 228 (WHICH IS NORMANDY BOULEVARD), GO WESTERLY ALONG STATE HIGHWAY 228 FOR 4.6 KM (2.85 MI) TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS SET IN THE MEDIAN OF STATE HIGHWAY 228 AND ABOUT 26.8 M (88.0 FT) WEST OF THE WEST EDGE OF A CROSSOVER IN STATE HIGHWAY 228. CONTINUE WEST ALONG STATE HIGHWAY 228 FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE LEFT. CONTINUE WEST ALONG STATE HIGHWAY 228 FOR 0.24 KM (0.15 MI) TO THE 400 METER POINT ON THE LEFT. CONTINUE WEST ALONG STATE HIGHWAY 228 FOR 0.4 KM (0.25 MI) TO THE 800 METER POINT ON THE LEFT. CONTINUE WEST ALONG STATE HIGHWAY 228 FOR 0.6 KM (0.35 MI) TO THE 1400 METER POINT ON THE LEFT. THE 1400 METER POINT IS ABOUT 0.1 KM (0.05 MI) NORTHWEST OF A PAVED ROAD (PARISH CEMETERY ROAD) LEADING SOUTH. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT SET ON THE EAST END. IT CONSISTS OF THE 0, 150, 400, 800, AND 1400 METER POINTS. ALL THE MARKS ARE SET ON LINE AND THE APPROXIMATE CENTER OF THE MEDIAN OF STATE HIGHWAY 228. THE 0, 150, 400, AND THE 1400 METER POINTS ARE SET ABOUT 8.1 M (26.7 FT) SOUTH OF THE SOUTH EDGE OF THE WEST BOUND LANES OF STATE HIGHWAY 228. THE 800 METER POINT IS SET ABOUT 6.3 M (20.6 FT) WEST OF THE WEST EDGE OF A CROSSOVER IN STATE HIGHWAY 228. THE 800 AND 1400 METER POINTS HAVE NGS WITNESS POSTS NEARBY. THE 0 METER POINT IS A STANDARD CORPS OF ENGINEERS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 8.1 M (26.7 FT) S FROM THE SOUTH EDGE OF STATE HIGHWAY 228 (WESTBOUND), AND 6.1 M (20.0 FT) N FROM THE CENTER OF A MANHOLE COVER WHICH MEASURES ABOUT 0.9 M (3.0 FT) IN DIAMETER. ALL THE DISKS ARE UNITED STATES ARMY CORPS OF ENGINEERS DISKS, NOT STAMPED, SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 33 CM (13.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH UNITED STATES ARMY CORPS OF ENGINEERS. FOR FURTHER INFORMATION CONTACT DEPARTMENT OF THE ARMY, JACKSONVILLE DISTRICT, CORPS OF ENGINEERS, ENGINEERING DIVISION, SURVEY BRANCH, P.O. BOX 4970, JACKSONVILLE, FLORIDA 32232. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N300823 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LAKE CITY NE CBL FLORIDA ROCKVILLE MD 20852 - MAY 19, 1994 PROJECT ACCESSION NUMBER: 15429 COLUMBIA COUNTY NEAREST TOWN: LAKE CITY LIST OF ADJUSTED DISTANCES (APRIL 15, 1994) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 55.544 150 55.468 149.9911 149.9912 0.1 0 55.544 800 54.884 800.0019 800.0021 0.1 0 55.544 1427 52.437 1427.4195 1427.4229 0.2 150 55.468 800 54.884 650.0107 650.0110 0.1 150 55.468 1427 52.437 1277.4284 1277.4320 0.1 800 54.884 1427 52.437 627.4177 627.4225 0.1 DESCRIPTION OF LAKE CITY BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1994 CHIEF OF PARTY: WFP THE BASE LINE IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTH-NORTHEAST OF LAKE CITY NEAR THE SOUTHWESTERN EDGE OF THE OSCEOLA NATIONAL FOREST. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE NORTHWESTERN EDGE OF STATE HIGHWAY S-250. THE BASE LINE IS AN EAST-NORTHEAST, WEST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE WEST-SOUTHWEST END. IT CONSISTS OF THE 0, 150, 800, AND 1427 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAYS 441, 41, AND 90, LOCATED IN LAKE CITY, GO NORTH ON HIGHWAY 441 FOR 2.1 KM (1.3 MI) TO A WEIGH STATION ON THE RIGHT. CONTINUE NORTH ON HIGHWAY 441 FOR 0.2 KM (0.1 MI) TO STATE HIGHWAY S-250 AT THE JUNCTION OF FIVE ROADS KNOWN LOCALLY AS FIVE CORNERS. TURN RIGHT AND GO EASTERLY ON HIGHWAY S-250 FOR 3.9 KM (2.4 MI) TO THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "0 M" SET IN THE TOP OF A 23 CM (9 IN) SQUARE CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 13.6 M (44.6 FT) WEST-SOUTHWEST OF A WOODEN FENCE CORNER, 12.6 M (41.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY S-250 AND 0.9 M (3.0 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST IN A METAL FENCE. THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "150 M" SET IN THE TOP OF A 25 CM (10 IN) SQUARE CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 12.6 M (41.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY S-250 AND 0.8 M (2.6 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST. THE 800-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "800 M" SET IN THE TOP OF A 25 CM (10 IN) SQUARE CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 12.7 M (41.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY S-250 AND 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "1427 M" SET IN THE TOP OF A 30 CM (12 IN) SQUARE CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 12.9 M (42.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY S-250 AND 2.3 M (7.5 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. USGS BENCH MARK 38 FPV 1959 182 WAS USED TO TIE THE BASE LINE ELEVATIONS. SAFETY PRECAUTIONS ARE RECOMMENDED DUE TO TRAFFIC ON THE HIGHWAY. THIS BASE LINE DOES NOT MEET CURRENT NGS SITE SPECIFICATIONS DUE TO WIRE FENCE AND TREE LINE IN VERY CLOSE PROXIMITY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS AND REMEASURED WITH ASSISTANCE FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION (FLDOT). FOR MORE INFORMATION PLEASE CONTACT MR. N.S. COMBASS, FLDOT, P.O. BOX 1089, LAKE CITY, FL 32056-1089, TELEPHONE 904-758-0631, OR CONTACT MR. RONNIE TAYLOR, NGS STATE ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N270814 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LAKE WALES CBL FLORIDA ROCKVILLE MD 20852 - APRIL 3, 1992 PROJECT ACCESSION NUMBER: 15429 POLK COUNTY NEAREST TOWN: LAKE WALES LIST OF ADJUSTED DISTANCES (MARCH 16, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 35.260 150 M 35.357 150.0012 150.0012 0.1 0 M 35.260 800 M 35.182 800.0168 800.0168 0.2 0 M 35.260 1500 M 34.691 1499.9467 1499.9468 0.2 150 M 35.357 800 M 35.182 650.0156 650.0156 0.1 150 M 35.357 1500 M 34.691 1349.9455 1349.9457 0.2 800 M 35.182 1500 M 34.691 699.9299 699.9301 0.1 DESCRIPTION OF LAKE WALES BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 17.7 KM (11.0 MI) EAST OF BARTOW AND 8.4 KM (5.2 MI) WEST OF LAKE WALES. THE BASE LINE LIES IN THE GRASS MEDIAN OF STATE ROAD 60. THE BASE LINE IS AN EAST-SOUTHEAST,WEST-NORTHWEST LINE WITH THE 0-METER POINT ON THE EASTERN END. IT CONSISTS OF THE 0, 150, 800 AND 1500 METER POINTS. THERE ARE ALSO MARKS SET AT 50, 350 AND 2000 METERS, WHICH WERE NOT INCLUDED IN THE MEASUREMENT PROCESS AND THUS ARE NOT INCLUDED IN THE ABOVE RESULTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 60, LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF LAKE WALES, GO WESTERLY ON STATE ROAD 60 FOR 6.2 KM (3.9 MI) TO A RAILROAD CROSSING. CONTINUE AHEAD WESTERLY ON STATE ROAD 60 FOR 0.4 KM (0.25 MI) TO A BRIDGE OVER PEACE CREEK. CONTINUE AHEAD WESTERLY ON STATE ROAD 60 FOR 0.25 KM (0.16 MI) TO THE MARK ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "0 M" SET IN THE TOP OF A 20 CM (8 IN) DIAMETER CONCRETE POST RECESSED 33 CM (13 IN) BELOW THE SURFACE OF THE GROUND. IT IS 9.8 M (32.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 60, 9.6 M (31.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 60, 1.5 M (4.9 FT) WEST-NORTHWEST OF THE CENTER OF A STORM DRAIN (CONCRETE RECTANGLE WITH GRATING) AND 1.0 M (3.3 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "150 M" SET IN THE TOP OF A 20 CM (8 IN) SQUARE CONCRETE POST RECESSED 30 CM (12 IN) BELOW THE SURFACE OF THE GROUND. IT IS 9.8 M (32.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 60, 9.6 M (31.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 60 AND 0.4 M (1.3 FT) NORTH-NORTHEAST OF A METAL WITNESS POST. THE 800-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "800 M" SET IN THE TOP OF A 20 CM (8 IN) SQUARE CONCRETE POST RECESSED 33 CM (13 IN) BELOW THE SURFACE OF THE GROUND. IT IS 10.5 M (34.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 60, 9.1 M (29.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 60 AND 0.4 M (1.3 FT) NORTH-NORTHEAST OF A METAL WITNESS POST. THE 1500-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "1500 M" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 33 CM (13 IN) BELOW THE SURFACE OF THE GROUND. IT IS 11.4 M (37.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 60, 8.1 M (26.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 60, 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.4 M (1.3 FT) SOUTH OF A METAL 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 IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. JOHN CLYATT, PICKETT AND ASSOCIATES INC., 475 SOUTH FIRST AVENUE, BARTOW, FL 33830, TELEPHONE 813-533-9095, OR CONTACT MR. JAMES OWENS, KEITH AND SCHNARS, 2525 DRANE FIELD ROAD, SUITE 7, LAKELAND, FL 33811, TELEPHONE 813-646-4771, OR CONTACT MR. FRED AMMERMANN, PRESIDENT, RIDGE CHAPTER, FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS, P.O. BOX 441, MULBERRY, FL 33860, TELEPHONE 813-425-3708, OR CONTACT MR. RONNIE TAYLOR, NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N270822 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MANASOTA CBL STATE: FL SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: COUNTY: MANATEE NEAREST TOWN: LORRAINE LIST OF ADJUSTED DISTANCES (3/23/2017) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) MANASOTA CBL 0 14.301 MANASOTA CBL 120 13.730 119.9997 120.0011 0.2 MANASOTA CBL 0 14.301 MANASOTA CBL 390 12.233 390.0006 390.0060 0.2 MANASOTA CBL 0 14.301 MANASOTA CBL 1200 10.513 1200.0114 1200.0171 0.2 MANASOTA CBL 120 13.730 MANASOTA CBL 390 12.233 270.0009 270.0050 0.2 MANASOTA CBL 120 13.730 MANASOTA CBL 1200 10.513 1080.0117 1080.0161 0.2 MANASOTA CBL 390 12.233 MANASOTA CBL 1200 10.513 810.0108 810.0123 0.2 DATE MEASURED: 03/23/2017 CHIEF OF PARTY: RIORDAN, D.J. MANASOTA CBL IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF BEE RIDGE, 8.0 MI (12.9 KM) WEST OF VERNA AND 3.1 MI (5.0 KM) SOUTH OF LORRAINE. IT RUNS DUE WEST FROM THE 0 MARK. SSN 0001 DNR: D REC: DESIG: MANASOTA CBL 0 PID: 4-CHAR: STATE: FL COUNTY: MANATEE MK TYPE: DQ MAG: R STAB: C FPR: F SETTING: 07 LOGO: NONE STAMP: 0 M LAT: 272312.0 (N) LON: 0822355.6 (W) ELEV: 14.301 M SET BY: STANTI DATE: 20141108 COP: JK THE HYATT SURVEYING SERVICES 0 MARK IS IN THE NORTHWEST QUADRANT OF THE INTERSECTION AT UNIVERSITY PARKWAY AND LORRAINE ROAD. SET FLUSH WITH THE GROUND IN A POURED-IN-PLACE, REBAR RE-ENFORCED CONICAL CONCRETE CYLINDER, MEASURING 5 FT (1.5 M) DEEP, 2 FT (0.6 M) IN DIAMETER AT ITS BASE AND 1 FT (0.3 M) IN DIAMETER AT ITS TOP. THE MARK IS 105.4 FT (32.1 M) WEST OF THE CENTER OF THE METAL SIGNAL LIGHT POST FOR THE WEST BOUND UNIVERSITY PARKWAY TRAFFIC AT THE UNIVERSITY PARKWAY AND LORRAINE ROAD INTERSECTION, 54.0 FT (16.5 M) EAST OF AN ADOPT A ROAD SIGN ON THE SOUTH RIGHT- OF-WAY OF UNIVERSITY PARKWAY, AND 28.9 FT (8.8 M) NORTH OF THE UNIVERSITY PARKWAY CENTER LINE. SSN 0002 DNR: D REC: DESIG: MANASOTA CBL 120 PID: 4-CHAR: STATE: FL COUNTY: MANATEE MK TYPE: DQ MAG: R STAB: C FPR: F SETTING: 07 LOGO: NONE STAMP: 120 M LAT: 272312.0 (N) LON: 0822359.9 (W) ELEV: 13.730 M SET BY: STANTI DATE: 20141108 COP: JK THE GEORGE F YOUNG INC 120 MARK IS APPROXIMATELY HALFWAY BETWEEN MIRAMAR WAY, WEST OF LORRAINE ROAD. SET FLUSH WITH THE GROUND IN A POURED-IN-PLACE, REBAR RE-ENFORCED CONICAL CONCRETE CYLINDER, MEASURING 5 FT (1.5 M) DEEP, 2 FT (0.6 M) IN DIAMETER AT ITS BASE AND 1 FT (0.3 M) IN DIAMETER AT ITS TOP. THE MARK IS ABOUT 14 FT (4.3 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF UNIVERSITY PARKWAY, ABOUT 68 FT (20.7 M) SOUTH OF A SUBDIVISION FENCE AND ABOUT 38 FT (11.6 M) SOUTH OF A 5 FT (1.5 M) SIDEWALK RUNNING PARALLEL WITH UNIVERSITY PARKWAY. SSN 0003 DNR: D REC: DESIG: MANASOTA CBL 390 PID: 4-CHAR: STATE: FL COUNTY: MANATEE MK TYPE: DQ MAG: R STAB: C FPR: F SETTING: 07 LOGO: NONE STAMP: 390 M LAT: 272312.0 (N) LON: 0822409.8 (W) ELEV: 12.233 M SET BY: STANTI DATE: 20141108 COP: JK THE STANTEC INC 390 MARK IS WEST OF MIRAMAR WAY ALONG THE NORTH SIDE OF UNIVERSITY PARKWAY. SET FLUSH WITH THE GROUND IN A POURED-IN-PLACE, REBAR RE-ENFORCED CONICAL CONCRETE CYLINDER, MEASURING 5 FT (1.5 M) DEEP, 2 FT (0.6 M) IN DIAMETER AT ITS BASE AND 1 FT (0.3 M) IN DIAMETER AT ITS TOP. THE MARK IS ABOUT 17 FT (5.2 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF UNIVERSITY PARKWAY, ABOUT 68 FT (20.7 M) SOUTH OF GOLF COURSE FENCE AND ABOUT 37 FT (11.3 M) SOUTH OF A 5 FT (1.5 M) SIDEWALK RUNNING PARALLEL WITH UNIVERSITY PARKWAY. SSN 0004 DNR: D REC: DESIG: MANASOTA CBL 1200 PID: 4-CHAR: STATE: FL COUNTY: MANATEE MK TYPE: DQ MAG: R STAB: C FPR: F SETTING: 07 LOGO: NONE STAMP: 1200 M LAT: 272311.9 (N) LON: 0822439.3 (W) ELEV: 10.513 M SET BY: STANTI DATE: 20141108 COP: JK THE GEOSURV 1200 MARK IS WEST OF BOCA GROVE PLACE ALONG THE NORTH SIDE OF UNIVERSITY PARKWAY. SET FLUSH WITH THE GROUND IN A POURED-IN-PLACE, REBAR RE-ENFORCED CONICAL CONCRETE CYLINDER, MEASURING 5 FT (1.5 M) DEEP, 2 FT (0.6 M) IN DIAMETER AT ITS BASE AND 1 FT (0.3 M) IN DIAMETER AT ITS TOP. THE MARK IS ABOUT 21 FT (6.4 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF UNIVERSITY PARKWAY, ABOUT 41 FT (12.5 M) SOUTH OF GOLF COURSE FENCE AND ABOUT 3 FT (0.9 M) NORTH OF AN 8 FT (2.4 M) SIDEWALK RUNNING PARALLEL WITH UNIVERSITY PARKWAY. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N270802 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MARTIN COUNTY CBL STATE: FL SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 28181 COUNTY: MARTIN NEAREST TOWN: LIST OF ADJUSTED DISTANCES (6/16/2016) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) STUART CBL 0 8.881 STUART CBL 150 8.812 149.9532 149.9533 0.1 STUART CBL 0 8.881 STUART CBL 420 8.775 419.9946 419.9946 0.1 STUART CBL 0 8.881 STUART CBL 1410 8.503 1409.9534 1409.9534 0.1 STUART CBL 150 8.812 STUART CBL 420 8.775 270.0414 270.0414 0.1 STUART CBL 150 8.812 STUART CBL 1410 8.503 1260.0002 1260.0002 0.1 STUART CBL 420 8.775 STUART CBL 1410 8.503 989.9588 989.9588 0.1 DESCRIPTION OF MARTIN COUNTY CBL YEAR MEASURED: 2016 LATITUDE: N27 11 41 LONGITUDE: W080 28 53 THE BASE LINE IS LOCATED ABOUT 16.2 MI (26.0 KM) SOUTHWEST OF ANKONA, 15.7 MI (25.3 KM) WEST-SOUTHWEST OF EDEN, 13.4 MI (21.5 KM) WEST OF PALM CITY, IN SECTION 6, TOWNSHIP 38 SOUTH, RANGE 39 EAST. THE BASE LINE IS A NORTH/SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 420, AND 1410-METER POINTS. THERE IS NO 100-FOOT POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF COUNTY ROAD 714 (SW MARTIN HIGHWAY) AND COUNTY ROAD 609 (SW ALLAPATAH ROAD, ALSO KNOWN AS RANGE LINE ROAD) ABOUT 14.3 MI (23.0 KM) WEST OF STUART, GO NORTH ON COUNTY ROAD 609 FOR 2.25 MI (3.6 KM) TO THE MARK ON THE RIGHT. THE 0-METER POINT IS A MARTIN COUNTY CALIBRATION BASE LINE DISK STAMPED "0 M 2015", SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 609. IT IS 492.0 FT (150.0 M) NORTH OF CALIBRATION MARK 150 M 2015, 64.0 FT (19.5 M) SOUTH OF A LINE OF METAL SIGN POSTS, 34.0 FT (10.4 M) SOUTHEAST OF A P.K. NAIL AND DISK STAMPED "M.C. REF PT" IN THE EDGE OF THE PAVEMENT, 34.0 FT (10.4 M) NORTHEAST OF A P.K. NAIL AND DISK STAMPED "M.C. REF PT" IN THE EDGE OF THE PAVEMENT, 32.0 FT (9.8 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 609, 26.8 FT (8.2 M) WEST OF A CARSONITE WITNESS POST AND 24.5 FT (7.5 M) WEST OF THE TOP OF THE WEST BANK OF THE CANAL. THE 150-METER POINT IS A MARTIN COUNTY CALIBRATION BASE LINE DISK STAMPED "150 M 2015", SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 609. IT IS LOCATED 492.0 FT (150.0 M) SOUTH OF CALIBRATION MARK 0 M 2015, 35.4 FT (10.8 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 609, 31.0 FT (9.4 M) SOUTHEAST OF A P.K. NAIL AND DISK STAMPED "M.C. REF PT" IN THE EDGE OF THE PAVEMENT, 31.0 FT (9.4 M) NORTHEAST OF A P.K. NAIL AND DISK STAMPED "M.C. REF PT" IN THE EDGE OF THE PAVEMENT, 26.5 FT (8.1 M) WEST OF A CARSONITE WITNESS POST AND 26.5 FT (8.1 M) WEST OF THE TOP OF THE WEST BANK OF THE CANAL. THE 420-METER POINT IS A MARTIN COUNTY CALIBRATION BASE LINE DISK STAMPED "420 M 2015", SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 609. IT LOCATED 38.0 FT (11.6 M) SOUTHEAST OF A P.K. NAIL AND DISK STAMPED "M.C. REF PT" IN THE EDGE OF THE PAVEMENT, 38.0 FT (11.6 M) NORTHEAST OF A P.K. NAIL AND DISK STAMPED "M.C. REF PT" IN THE EDGE OF THE PAVEMENT, 32.0 FT (9.8 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 609, 20.4 FT (6.2 M) WEST OF A CARSONITE WITNESS POST AND 18.0 FT (5.5 M) WEST OF THE TOP OF THE WEST BANK OF THE CANAL. THE 1410-METER POINT IS A MARTIN COUNTY CALIBRATION BASE LINE DISK STAMPED "1410 M 2015", SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 609. IT IS LOCATED 33.0 FT (10.1 M) WEST OF A CARSONITE WITNESS POST, 33.0 FT (10.1 M) WEST OF THE TOP OF THE WEST BANK OF THE CANAL, 32.0 FT (9.8 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 609, 29.0 FT (8.8 M) SOUTHEAST OF A P.K. NAIL AND DISK STAMPED "M.C. REF PT" IN THE EDGE OF THE PAVEMENT AND 29.0 FT (8.8 M) NORTHEAST OF A P.K. NAIL AND DISK STAMPED "M.C. REF PT" IN THE EDGE OF THE PAVEMENT. NAME LAT LONG STUART CBL 0 N27 11 41.1 W080 28 53.2 STUART CBL 150 N27 11 36.2 W080 28 53.3 STUART CBL 420 N27 11 27.4 W080 28 53.4 STUART CBL 1410 N27 10 55.4 W080 28 53.5 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N250801 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MIAMI FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 DADE COUNTY *** MIAMI BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (JANUARY 23, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 2.23 30 2.13 29.9989 29.9991 0.3 0 2.23 50 2.00 49.9922 49.9927 0.2 0 2.23 200 FT 1.97 60.9508 60.9513 0.4 0 2.23 500 2.00 499.9978 499.9979 0.4 0 2.23 1000 2.08 1000.0030 1000.0030 0.7 0 2.23 1500 1.82 1500.0074 1500.0074 0.9 30 2.13 50 2.00 19.9933 19.9937 0.3 30 2.13 200 FT 1.97 30.9518 30.9523 0.5 30 2.13 500 2.00 469.9989 469.9989 0.5 30 2.13 1000 2.08 970.0041 970.0041 0.7 30 2.13 1500 1.82 1470.0084 1470.0085 0.9 50 2.00 200 FT 1.97 10.9586 10.9586 0.4 50 2.00 500 2.00 450.0057 450.0057 0.4 50 2.00 1000 2.08 950.0108 950.0108 0.6 50 2.00 1500 1.82 1450.0152 1450.0152 0.9 200 FT 1.97 500 2.00 439.0471 439.0471 0.5 200 FT 1.97 1000 2.08 939.0522 939.0522 0.7 200 FT 1.97 1500 1.82 1439.0566 1439.0566 0.9 500 2.00 1000 2.08 500.0051 500.0051 0.4 500 2.00 1500 1.82 1000.0095 1000.0095 0.6 1000 2.08 1500 1.82 500.0044 500.0045 0.4 DESCRIPTION OF MIAMI BASE LINE YEAR MEASURED: 1975 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED IN THE SOUTHWEST CORNER OF THE FLORIDA INTERNATIONAL UNIVERSITY (FIU). IT IS ABOUT 7 MILES WEST OF THE WEST EDGE OF MIAMI, IN THE WEST EDGE OF WEST MIAMI AND 4 MILES WEST OF THE PALMETTO EXPRESSWAY (STATE ROAD 826). THE 0 METER POINT IS 19 FEET NORTH OF THE SOUTH BOUNDARY OF THE CAMPUS, 95 FEET EAST OF THE CENTER OF 117TH AVENUE, 150 FEET EAST OF SNAPPER CREEK CANAL AND 120 FEET SOUTHWEST OF THE PLANT NURSERY. THE BASE LINE IS AN EAST-WEST LINE CONSISTING OF 0, 50, 500, 1000, AND 1500 METER POINTS. ALL THE POINT ARE MARKED BY STANDARD TRIANGULATION STATION DISKS STAMPED WITH ITS BASE LINE INTERVAL SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. ALL THE MARKS ARE SET 19 FEET NORTH OF THE CAMPUS BOUNDARY WITH A WITNESS POST SET IN THE BOUNDARY LINE OF THE CAMPUS. TWO ADDITIONAL DISKS ARE PLACED AT 30 METERS AND 200 FEET. USER NOTES: *** WE RECOVERED 6 OF 7 MARKS BUT THIS BASE LINE IS NO LONGER USEABLE BECAUSE THE POINTS ARE NOT INTERVISABLE. WE SEARCHED FOR BUT COULD NOT FIND THE 200 FT. MARK. THE AREA IS NOW COVERED BY GRAVEL AND ROCK. THREE CHAIN LINK FENCES CROSS THE BASE LINE BETWEEN THE 50 M. AND 200 FT. MARKS, 500 M. AND 1000 M. MARKS, AND 1000 M. AND 1500 M. MARKS. A GREENHOUSE AND NURSERY WITH LOGS OF VEGETATION ARE NOW ON LINE BETWEEN THE 50 AND 500 M. MARKS. *** THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT THE CHAIRMAN OF THE DADE COUNTY CHAPTER, MR. JAMES SHISKIN AT 18800 NORTHWEST 4TH AVENUE, MIAMI, FL 33169. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260813 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NAPLES FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 COLLIER COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 23, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 4.92 150 5.14 150.0181 150.0182 0.3 0 4.92 800 4.56 800.0025 800.0026 0.6 0 4.92 1400 4.62 1400.0091 1400.0091 0.9 150 5.14 800 4.56 649.9844 649.9847 0.5 150 5.14 1400 4.62 1249.9910 1249.9912 0.8 800 4.56 1400 4.62 600.0066 600.0066 0.5 DESCRIPTION OF NAPLES BASE LINE YEAR MEASURED: 1975 CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ABOUT 1 1/2 MILES NORTH OF THE CITY LIMITS OF NAPLES ON A GRASS STRIP BETWEEN U.S. HIGHWAY 41 AND TRAIL BOULEVARD. TRAIL BOULEVARD RUNS PARALLEL TO U.S. HIGHWAY 41. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD C-896, 1 MILE NORTH OF NAPLES, GO NORTH ON U.S. HIGHWAY 41 FOR 0.6 MILE TO CENTER STREET ON THE RIGHT AND THE 0 METER POINT AS DESCRIBED. THE 0 METER POINT IS 39 FEET EAST OF THE EAST EDGE OF U.S. HIGHWAY 41, 81 FEET NORTH OF THE CENTER OF CENTER STREET AND 15 FEET WEST OF THE CENTER OF TRAIL BOULEVARD. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT AT THE SOUTH END. ALL OF THE MARKS ARE STANDARD TRIANGULATION STATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THERE IS NO STAMPING ON THE DISKS. THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS MARKED BY A STATION TRIANGULATION DISK. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. BRUCE GREEN AT 600 5TH AVENUE SOUTH IN NAPLES, MR. GREEN WISHES ALL CORRESPONDENCE TO BE SENT TO HIS OFFICE ADDRESS WHICH IS 600 FIFTH AVE S., SUITE 203, NAPLES, FL, 33940. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260813 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NAPLES EAST CBL FLORIDA ROCKVILLE MD 20852 - MAY 19, 1994 PROJECT ACCESSION NUMBER: 15429 COLLIER COUNTY NEAREST TOWN: NAPLES LIST OF ADJUSTED DISTANCES (APRIL 15, 1994) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1994 3.922 150 M 1994 3.667 150.0186 150.0188 0.1 0 M 1994 3.922 800 M 1994 3.764 799.9962 799.9963 0.1 0 M 1994 3.922 1400 M 1994 3.487 1399.9975 1399.9976 0.2 150 M 1994 3.667 800 M 1994 3.764 649.9776 649.9776 0.1 150 M 1994 3.667 1400 M 1994 3.487 1249.9788 1249.9789 DESCRIPTION OF NAPLES EAST BASE LINE YEAR MEASURED: 1994 CHIEF OF PARTY: WFP THE BASE LINE IS LOCATED ON THE EAST SIDE OF NAPLES. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE WESTERN EDGE OF 39TH STREET SOUTHWEST. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 951, LOCATED ON THE SOUTHEAST SIDE OF NAPLES, GO NORTHERLY ON HIGHWAY 951 FOR 2.18 KM (1.4 MI) TO THE T-INTERSECTION OF 25TH AVENUE SOUTHWEST. TURN RIGHT AND GO EAST OVER BRIDGE ON 25TH AVENUE SOUTHWEST FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF 39TH STREET SOUTHWEST. TURN RIGHT AND GO SOUTH ON 39TH STREET SOUTHWEST FOR 0.03 KM (0.02 MI) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1994" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.5 M (24.6 FT) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE WATER VALVE BOX, 5.9 M (19.4 FT) WEST OF THE CENTERLINE OF 39TH STREET SOUTHWEST AND 0.8 M (2.6 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1994" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 21.4 M (70.2 FT) NORTHWEST OF A POWER POLE, 5.6 M (18.4 FT) WEST OF THE CENTERLINE OF 39TH STREET SOUTHWEST AND 0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST. THE 800-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "800 M 1994" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 22.5 M (73.8 FT) SOUTHWEST OF A FIRE HYDRANT, 5.5 M (18.0 FT) WEST OF THE CENTERLINE OF 39TH STREET SOUTHWEST AND 0.6 M (2.0 FT) EAST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 1994" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 30 CM (12 IN) BELOW THE SURFACE OF THE GROUND. IT IS 26.4 M (86.6 FT) NORTH-NORTHEAST OF A 45 DEGREE COUPLING ON A 3 FT DIAMETER WATER MAIN PIPE, 8.1 M (26.6 FT) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE WATER CONTROL VALVE BOX, 6.0 M (19.7 FT) EAST OF A TOP BANK OF A CANAL AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. SOUTH FLORIDA WATER MANAGEMENT DISTRICT BENCH MARK "BCB 15" WAS USED TO TIE THE BASE LINE ELEVATION TO NGVD29. SAFETY PRECAUTIONS ARE RECOMMENDED DUE TO TRAFFIC ON THE HIGHWAY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS, COLLIER-LEE CHAPTER. FOR MORE INFORMATION PLEASE CONTACT MR. MICHEAL MAXWELL, WILSON-MILLER, WILSON PROFESSIONAL CENTER, SUITE 200, 3200 BAILEY LANE AT AIRPORT ROAD, NAPLES, FL 33942. TELEPHONE 813-263-6408. OR CONTACT MR. RONNIE TAYLOR, NGS STATE ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260801 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NORTH PALM BEACH FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 PALM BEACH COUNTY *** NORTH PALM BEACH BASE LINE *** DESTROYED *** NO LONGER USEABLE *** SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (JANUARY 23, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 5.05 150 4.90 150.0047 150.0048 0.2 0 5.05 800 4.97 800.0032 800.0032 0.5 0 5.05 1400 4.55 1399.9556 1399.9557 0.7 150 4.90 800 4.97 649.9985 649.9985 0.4 150 4.90 1400 4.55 1249.9509 1249.9509 0.6 800 4.97 1400 4.55 599.9524 599.9526 0.4 DESCRIPTION OF NORTH PALM BEACH BASE LINE YEAR MEASURED: 1975 YEAR RECOVERED: 1992 (DESTROYED) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF JUPITER AND 0.2 MILE EAST OF THE FLORIDA TURNPIKE. TO REACH FROM THE JUNCTION OF STATE ROAD A1A AND DONALD ROSS ROAD WHICH IS 3.9 MILES SOUTH OF THE POST OFFICE IN JUPITER, GO WEST ON DONALD ROSS ROAD FOR 2.0 MILES TO THE 0 METER POINT AT ENTRANCE TO NORTH PALM BEACH HEIGHTS. THE BASE LINE IS AN EAST-WEST LINE WITH THE POINTS AT 0, 150, 800, AND 1400 METERS WITH THE 0 METER POINT AT THE WEST END. ALL THE POINTS ARE MARKED BY STANDARD TRIANGULATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND SURFACE. THE DISKS ARE NOT STAMPED. THE 0 METER POINT IS 119.0 FEET EAST OF CENTER OF MEDIAN OF ROAD TO NORTH PALM BEACH HEIGHTS, 36.0 FEET NORTH OF THE CENTER OF DONALD ROSS ROAD AND 1.0 FOOT SOUTH OF A METAL WITNESS POST. THE 150 METER POINT IS 33.0 FEET NORTH OF THE CENTER OF ROAD AND 3.0 FEET SOUTH OF A METAL WITNESS POST. THE 800 METER POINT IS 35.0 FEET EAST OF THE CENTER OF DRIVEWAY, 32.0 FEET NORTH OF THE CENTER OF THE ROAD AND 3.0 FEET SOUTH OF A METAL WITNESS POST. THE 1400 METER POINT IS 32.5 FEET NORTH OF THE CENTER OF THE ROAD AND 1.8 FEET SOUTH OF A METAL WITNESS POST. USER NOTES: *** THIS BASE LINE APPEARS TO BE COMPLETELY DESTROYED BY ROAD CONSTRUCTION AND ROAD WIDENING ACTIVITIES. WE SEARCHED FOR BUT COULD NOT FIND ANY OF THE MARKS. CONSTRUCTION OF I-95 APPEARS TO HAVE DESTROYED THE 0 M. AND 150 M. MARKS. THE ROAD ALONG WHICH THE BASE LINE RAN WAS WIDENED FROM A 2-LANE TO A 4-LANE (2 LANES IN EACH DIRECTION SEPARATED BY A GRASSY MEDIAN) WHICH APPEARS TO HAVE DESTROYED THE 800 M. AND 1400 M. MARKS. *** THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION, CONTACT MR. WILLIAM WALLACE JR., CHAIRMAN OF THE PALM BEACH COUNTY CHAPTER, 2015 WEST OKEECHOBEE ROAD, WEST PALM BEACH, FL 33411. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N290822 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: OCALA CBL FLORIDA ROCKVILLE MD 20852 - APRIL 3, 1992 PROJECT ACCESSION NUMBER: 15429 MARION COUNTY NEAREST TOWN: OCALA LIST OF ADJUSTED DISTANCES (MARCH 16, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 23.670 150 M 23.770 150.0326 150.0326 0.1 0 M 23.670 800 M 23.749 799.9909 799.9910 0.2 0 M 23.670 1500 M 24.254 1500.0271 1500.0272 0.3 150 M 23.770 800 M 23.749 649.9584 649.9584 0.2 150 M 23.770 1500 M 24.254 1349.9946 1349.9947 0.3 800 M 23.749 1500 M 24.254 700.0362 700.0363 0.2 DESCRIPTION OF OCALA BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1981, 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF OCALA AND 1.6 KM (1.0 MI) SOUTH OF STATE ROAD 40 AT THE OCALA MUNICIPAL AIRPORT-JIM TAYLOR FIELD. THE BASE LINE RUNS ALONG AND APPROXIMATELY PARALLEL WITH THE EASTERN EDGE OF THE TAXIWAY. NOTE - FOR PERMISSION TO ENTER AIRPORT PROPERTY, PLEASE CONTACT MR. RICHARD LEWIS, AIRPORT MANAGER, CITY OF OCALA, P.O. BOX 1270, OCALA, FL 32678. TELEPHONE (904) 629-8401. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 800 AND 1500 METER POINTS. THERE IS ALSO A MARK SET AT 350 METERS, WHICH WAS NOT INCLUDED IN THE MEASUREMENT PROCESS AND THUS IS NOT INCLUDED IN THE ABOVE RESULTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE ROAD 40 (SILVER SPRINGS BOULEVARD) AND INTERSTATE 75 (EXIT 69), LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF OCALA, GO WEST ON STATE ROAD 40 FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF 60TH AVENUE. TURN LEFT AND GO SOUTH ON SW 60TH AVENUE FOR 1.6 KM (1.0 MI) TO THE ENTRANCE ON THE RIGHT TO THE PASSENGER TERMINAL FOR THE OCALA MUNICIPAL AIRPORT- JIM TAYLOR FIELD. TURN RIGHT AND GO WEST FOR 0.1 KM (0.06 MI) TO A LOCKED GATE AT THE NORTH END OF THE PASSENGER TERMINAL. PROCEED THROUGH THE GATE AND GO NORTHWEST ACROSS THE AIRPLANE PARKING AREA FOR 150 M (492 FT) TO A TAXIWAY ACCESS ROAD. GO WEST ON THE TAXIWAY ACCESS ROAD FOR 85 M (279 FT) TO THE TAXIWAY. TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.73 KM (0.45 MI) TO THE MARK ON THE LEFT, JUST WHERE THE TAXIWAY TAKES A TURN TO THE SOUTHEAST. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "0 M" SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST RECESSED 20 CM (8 IN) BELOW THE SURFACE OF THE GROUND. IT IS 26.5 M (86.9 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY AND 0.5 M (1.6 FT) WEST OF A METAL WITNESS POST, IN THE CENTER OF FOUR 6 CM (2.5 IN) DIAMETER METAL PIPES EACH PROJECTING OVER 1.0 M (3.3 FT). THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "150 M" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 38.2 M (125.3 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 6.9 M (22.6 FT) SOUTH OF THE CENTERLINE OF A TAXIWAY ACCESS ROAD AND 0.6 M (2.0 FT) WEST OF A METAL WITNESS POST. THE 800-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "800 M" SET IN THE TOP OF A 23 CM (9 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 38.1 M (125.0 FT) EAST OF THE CENTERLINE OF THE TAXIWAY AND 0.4 M (1.3 FT) WEST OF A METAL WITNESS POST. THE 1500-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "1500 M" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 39.7 M (130.2 FT) EAST OF THE CENTERLINE OF THE TAXIWAY AND 0.3 M (1.0 FT) WEST OF A METAL WITNESS POST. 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 FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. LAWRENCE BLAND, HENIGAR AND RAY INC., 1759 SW 12TH STREET, OCALA, FL 32674, TELEPHONE 904-368-5055, OR CONTACT MR. MARK BARTHOLOMEW, CITY OF OCALA, P.O. BOX 1270, OCALA, FL 32678, TELEPHONE 904-629-8521, OR CONTACT MR. RONNIE TAYLOR, NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N280811 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ORLANDO FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 ORANGE COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 23, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 27.85 150 28.00 150.0196 150.0197 0.4 0 27.85 800 27.86 800.0289 800.0289 0.9 0 27.85 1500 27.94 1500.0047 1500.0047 1.3 150 28.00 800 27.86 650.0093 650.0093 0.7 150 28.00 1500 27.94 1349.9851 1349.9851 1.1 800 27.86 1500 27.94 699.9758 699.9758 0.8 DESCRIPTION OF ORLANDO BASE LINE YEAR MEASURED: 1975 CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ON THE ORLANDO JETPORT, WHICH USED TO BE THE MC COY AIR FORCE BASE, AND ON THE SOUTH SIDE OF ORLANDO. TO REACH THE 0 METER POINT FROM THE AIR TRAFFIC CONTROL TOWER, GO WEST ON EAST 7TH STREET FOR 0.1 MILE TO A CROSS ROAD. TURN RIGHT AND GO NORTH ON FLORIDA DRIVE FOR 0.2 MILE TO A FORK. KEEP RIGHT AND GO NORTH ON A PAVED STREET FOR 0.3 MILE TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS 40 FEET SOUTH OF A CHAIN-LINK FENCE AND 18 FEET WEST OF THE CENTERLINE OF THE PAVED STREET. THE 0 METER DISK IS A DEPARTMENT OF SURVEY OF THE CITY OF ORLANDO BENCH MARK DISK. THE OTHER MARKS ARE STANDARD TRIANGULATION STATION DISKS OF THE NATIONAL GEODETIC SURVEY. THEY ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT AT THE NORTH END. IT CONSISTS OF THE 0, 150, 800, AND 1500 METER POINTS. THERE ARE DISKS SET AT 50,350 AND 2000 METERS BUT WERE NOT USED IN THE BASE LINE. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. RALPH SINGLETON AT 401 SOUTH ROSALIND AVENUE IN ORLANDO, FL 32801. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260801 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: PALM BEACH COUNTY NORTH FLORIDA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15482 PALM BEACH COUNTY NEAREST TOWN: PALM BEACH GARDENS LIST OF ADJUSTED DISTANCES ( 7/10/2011) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) PBC FSMS CBL O 6.112 CLODFELTER 2010 CBL 150 5.946 149.9960 149.9961 .2 PBC FSMS CBL O 6.112 TABAKA CBL 410 5.744 409.9843 409.9844 .3 PBC FSMS CBL O 6.112 SHATTO CBL 1400 6.032 1399.9862 1399.9862 .4 CLODFELTER 2010 CBL 150 5.946 TABAKA CBL 410 5.744 259.9883 259.9883 .2 CLODFELTER 2010 CBL 150 5.946 SHATTO CBL 1400 6.032 1249.9902 1249.9902 .3 TABAKA CBL 410 5.744 SHATTO CBL 1400 6.032 990.0019 990.0020 .2 DESCRIPTION OF NORTH RANGE YEAR MEASURED: 2011 LATITUDE: 26 48 49.8 LONGITUDE: 080 09 28.3 THE BASE LINE IS LOCATED ABOUT 0.4 MI (0.64 KM) NORTHWEST OF THE INTERSECTION OF NORTHLAKE BLVD AND SR 710 (BEE LINE HIGHWAY). 3.15 MI (5.07 KM) SOUTHEAST OF THE INTERSECTION OF P.G.A. BLVD AND SR 710 (BEELINE HWY). THE BASE LINE IS A SOUTHEAST- NORTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 410, AND 1400-METER POINTS. THERE IS NO 100-FOOT POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF NORTHLAKE BLVD AND SR 710 (BEE LINE HIGHWAY), GO NORTHWEST ON NORTHLAKE BLVD FOR 0.4 MI (0.64 KM) TO JUNCTION WITH STATE HIGHWAY 710 (BEE LINE HIGHWAY). THE 0 STATION IS LOCATED 6FT. EAST OF THE EAST EDGE OF THE PAVEMENT OF THE NORTHWEST BOUND LANES OF SR 710 (BEELINE HIGHWAY). THE 0-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "PBC FSMS CBL 0 M 2010", SET IN THE TOP OF A 25.4 CM (10 IN) ROUND CONCRETE POST RECESSED 7.62 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 27.64 M (90.7 FT) WEST-NORTHWEST OF POWER POLE WITH A WITNESS SIGN, 10.09 M (33.1 FT) WEST-SOUTHWEST OF A WOODEN POWER POLE WITH A METAL TAG NUMBER 89, 15.67 M (51.4 FT) EAST-SOUTHEAST OF THE EASTERN MOST POST OF A SIGN "NORTHLAKE BLVD NEXT SIGNAL", 1.83 M (6.0 FT) EAST OF THE EAST EDGE OF THE PAVEMENT OF SR 710 (BEELINE HIGHWAY). THE 150-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "CLODFELTER 2010 150 M", SET IN THE TOP OF A 25.4 CM ROUND CONCRETE POST RECESSED 7.62 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 52.12 M (171 FT) WEST-NORTHWEST OF A WOODEN POWER POLE WITH A WITNESS SIGN, 40.84 M (134 FT) SOUTHWEST OF A FIBER OPTICS CONTROL BOX, 71.32 M (234 FT) WEST-SOUTHWEST OF A WOODEN POWER POLE WITH A BLACK TAG AND YELLOW NUMBERS "67430924199, AND 2.04 M (6.7 FT) EAST OF THE EAST EDGE OF THE PAVEMENT OF THE NORTHWEST BOUND LANES OF THE SR 710 (BEE LINE HIGHWAY). THE 410-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "TABAKA CBL 410 M", SET IN THE TOP OF A 27.94 CM ROUND CONCRETE POST RECESSED 10.16 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 22.55 M (74 FT) WEST-NORTHWEST OF A WOODEN POWER POLE WITH A WITNESS SIGN, 21.34 M (70.0 FT) SOUTHEAST OF THE NORTH TIP OF THE SOUTH MEDIAN BULLNOSE OF A CROSSOVER ON SR 710, 31.4 M (103 FT) SOUTHEAST OF THE SOUTH TIP OF THE NORTH MEDIAN BULLNOSE OF A CROSSOVER ON SR 710, 56.4 M (185 FT) WEST-SOUTHWEST OF A WOODEN POWER POLE, 2.2 M (7.3 FT) EAST OF THE EAST EDGE OF THE PAVEMENT OF THE NORTHWEST BOUND LANES OF SR 710. THE 1400-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "SHATTO CBL 1400 M", SET IN THE TOP OF A 25.4 CM ROUND CONCRETE POST 7.62 CM BELOW THE SURFACE. IT IS 34.87 M (114.4 FT) SOUTH OF THE SOUTH END OF A GUARDRAIL, 41.76 M (137 FT) SOUTHWEST OF A WOODEN POWER POLE, 80.7 M (265 FT) NORTH-NORTHWEST OF A WOODEN POLE, 11.1 M (36.5 FT) WEST-SOUTHWEST OF THE CENTER OF A CONCRETE HEADWALL, AND 2.2 M (7.3 FT) EAST OF THE EAST EDGE OF THE PAVEMENT OF THE NORTH BOUND LANES. NAME LAT LONG PBC FSMS CBL 0 M 2010 N26 48' 50" W080 09' 28" CLODFELTER 2010 150 M N26 48' 53" W080 09' 33" TABAKA CBL 410 M N26 48' 58" W080 09' 40" SHATTO CBL 1400 M N26 49' 17" W080 10' 09" USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N260802 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: PALM BEACH COUNTY SOUTH FLORIDA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15482 PALM BEACH COUNTY NEAREST TOWN: BOCA RATON LIST OF ADJUSTED DISTANCES ( 7/10/2011) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) AVIROM CBL 0 3.959 ENGENUITY CBL 150 3.785 150.0033 150.0034 .2 AVIROM CBL 0 3.959 VOODOO-82C CBL 430 3.882 429.9894 429.9894 .3 AVIROM CBL 0 3.959 RJ MELLIS PLS CBL 1400 3.590 1400.0280 1400.0281 .5 ENGENUITY CBL 150 3.785 VOODOO-82C CBL 430 3.882 279.9861 279.9862 .2 ENGENUITY CBL 150 3.785 RJ MELLIS PLS CBL 1400 3.590 1250.0247 1250.0247 .3 VOODOO-82C CBL 3.882 RJ MELLIS PLS CBL 1400 3.590 970.0386 970.0387 .2 DESCRIPTION OF SOUTH RANGE YEAR MEASURED: 2011 LATITUDE: 26 21 00.2 LONGITUDE: 080 09 11.0 THE BASE LINE IS LOCATED ABOUT 0.05 MI (0.08 KM) EAST OF POWERLINE ROAD AND 69.3 FT SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF PALMETTO PARK ROAD, 1.5 MI (2.4 KM) WEST OF MILITARY TRAIL. THE BASE LINE IS A WEST - EAST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400-METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF POWERLINE ROAD AND PALMETTO PARK ROAD, GO EAST ON PALMETTO RARK ROAD FOR 0.05 MI (0.08 KM) TO THE 0 STATION LOCATED 69.3 FT. SOUT OF THE SOUTH EDGE OF THE PAVEMENT OF THE EAST BOUND LANES. THE 0-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "AVIROM 2010 CBL 0 M 2010", SET IN THE TOP OF A 38.1 CM (15 IN) ROUND CONCRETE POST RECESSED 7.62 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 26.1 M (85.5 FT) SOUTHWEST OF A CONCRETE STREET LIGHT POLE, 41.0 M (134.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BUS STOP, 13.4 M (44 FT) NORTH OF THE NORTH CUT OF AN EAST-WEST CANAL, 21.1 M (69.3 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF EAST BOUND LANES OF PALMETTO PARK ROAD. THE 150-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "ENGENUITY 150 M", SET IN THE TOP OF A 38.1 CM (15 IN) ROUND CONCRETE POST RECESSED 10.16 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 19.7 M (64.5 FT) EAST-SOUTHEAST OF A LARGE ROUND CONCRETE POWER POLE, 26.1 M (85.7 FT) SOUTHEAST OF A SQUARE CONCRETE STREET LIGHT POLE, 22.1 M (72.5 FT) SOUTH THE SOUTH EDGE OF THE PAVEMENT OF EAST BOUND LANES OF PALMETTO PARK ROAD, 2.6 M (8.5 FT) NORTH OF THE NORTH CUT OF AN EAST-WEST CANAL. THE 430-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "VOODOO-82C CBL 430 M", SET IN THE TOP OF A 38.1 CM (15 IN) ROUND CONCRETE POST RECESSED 10.16 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 8.2 M (26.8 FT) SOUTHWEST OF A ROUND CONCRETE POWER POLE, 24.9 M (81.6 FT) NORTH OF A SQUARE CONCRETE STREET LIGHT POLE, 16.2 M (53 FT) SOUTH-SOUTHWEST OF THE CENTER OF A CATCH BASIN, 5.2 M (17 FT) NORTH OF THE NORTH CUT OF AN EAST-WEST CANAL. THE 1400-METER POINT IS A STANDARD CALIBRATION BASELINE DISK STAMPED "RJ MELLIS PLS CBL 1400 2010", SET IN THE TOP OF A 38.1 CM (15 IN) ROUND CONCRETE POST RECESSED 7.6 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 20.9 M (68.6 FT) SOUTH-SOUTHEAST OF A SQUARE CONCRETE STREET LIGHT POLE, 8.2 M (27 FT) NORTH OF THE NORTH CUT OF AN EAST-WEST CANAL, 27.0 M (88.6 FT) SOUTH-SOUTHWEST OF THE CENTER OF A CATCH BASIN. NAME LAT LONG AVIROM 2010 CBL 0 M N26 21' 00" W080 09' 11 ENGENUITY 2010 150 M N26 21' 00" W080 09' 06" VOODOO-82C CBL 430 N26 21' 00" W080 08' 55" RJ MELLIS PLS CBL 1400 N26 21' 01" W080 08' 20" USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N300853 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: PANAMA CITY FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 BAY COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 23, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 6.39 150 5.50 149.9902 149.9928 0.3 0 6.39 800 4.72 799.9845 799.9862 0.7 0 6.39 1400 2.68 1399.9796 1399.9845 1.0 150 5.50 800 4.72 649.9942 649.9947 0.6 150 5.50 1400 2.68 1249.9894 1249.9925 0.8 800 4.72 1400 2.68 599.9952 599.9987 0.6 DESCRIPTION OF PANAMA CITY BASE LINE YEAR MEASURED: 1975 CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED AT THE PANAMA CITY AIRPORT ON THE NORTHWEST SIDE OF TOWN. THE 0 METER POINT IS 100 FEET NORTHWEST OF THE CENTER OF THE STATE ROAD 390 WHICH RUNS ALONG THE SOUTH EDGE OF THE AIRPORT. IT IS 75 FEET NORTHEAST OF RUNWAY 14-32. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. THE LINE RUNS PARALLEL TO THE NORTHWEST-SOUTHEAST RUNWAY. ALL THE MARKS ARE STANDARD TRIANGULATION STATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS ABOUT 4 INCHES ABOVE THE GROUND. THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS. RECOVERY 1978 - THE 150 AND 800 METER POINTS DESTROYED. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. THOMAS E. JENKINS AT P.O. BOX 1176 IN PANAMA CITY, FL, 32401. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N300872 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: PENSACOLA CBL FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 ESCAMBIA COUNTY *** PENSACOLA BASE LINE *** DESTROYED *** NO LONGER USEABLE *** SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (JANUARY 23, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 A 6.66 150 B 6.86 149.9984 149.9985 0.4 0 A 6.66 800 C 8.31 799.1220 799.1237 0.8 0 A 6.66 1400 D 8.25 1399.0710 1399.0719 1.2 150 B 6.86 800 C 8.31 649.1236 649.1252 0.7 150 B 6.86 1400 D 8.25 1249.0726 1249.0734 1.1 800 C 8.31 1400 D 8.25 599.9491 599.9491 0.7 DESCRIPTION OF PENSACOLA BASE LINE YEAR MEASURED: 1975 YEAR RECOVERED: 1992 (DESTROYED) CHIEF OF PARTY: MDC 1981 - THE 800 METER POINT HAS BEEN DESTROYED BY ROAD WIDENING. THE BASE LINE IS LOCATED ABOUT 10 MILES WEST OF PENSACOLA, 5.0 MILES WEST OF WARRINGTON, 3.0 MILES WEST OF THE WEST EDGE OF CORREY FIELD, AND ALONG U.S. HIGHWAY 98. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE ROAD 295 IN THE WEST EDGE OF WARRINGTON, GO WEST ON U.S. HIGHWAY 98 FOR 2.35 MILES TO THE JUNCTION OF STATE ROAD S-289A. CONTINUE WEST ON HIGHWAY 98 FOR 2.0 MILES TO AILERON ROAD ON LEFT AND STATION AS DESCRIBED. THE 0 METER POINT IS STAMPED STA. A AND IS SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET ABOUT 12-INCHES BELOW THE GROUND. IT IS 104.3 FEET EAST OF THE CENTER OF AILERON ROAD, 22.3 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 16.4 FEET NORTH OF THE NORTH EDGE OF DITCH, 11.0 FEET SOUTH OF A P.K. NAIL, 2.0 FEET WEST OF A METAL WITNESS POST AND 2.0 FEET EAST OF A METAL WITNESS POST. THE 150 METER POINT IS STAMPED STA. B AND IS SET IN TOP OF A 12-INCH ROUND CONCRETE POST THAT IS ABOUT 12-INCHES BELOW THE GROUND. IT IS 22.3 FEET SOUTH OF THE CENTER OF U.S.HIGHWAY 98, 17.0 FEET NORTH OF THE NORTH EDGE OF DITCH 11.0 FEET SOUTH OF A P.K. NAIL AND 1.0 FOOT NORTH OF A METAL WITNESS POST. THE 1400 METER POINT IS STAMPED STA. D AND IS SET IN TOP OF A 12-INCH ROUND CONCRETE POST THAT IS ABOUT 12 INCHES BELOW THEGROUND. IT IS 441.0 FEET WEST OF THE CENTER OF ENTRANCE ROAD TO ELDORADO ESTATES (EL MADOR TRAIL), 22.0 FEET SOUTH OF CENTER OF ROAD, 16.0 FEET NORTH OF THE NORTH EDGE OF THE DITCH AND 1.0 FOOT NORTH OF A METAL WITNESS POST. ALL THE MARKS ARE PLAIN DISKS WITH A HOLE PUNCHED IN THE CENTER. THEY ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS ABOUT 6 INCHES BELOW THE GROUND. THE DISKS ARE DESIGNATED STA. A, B, C, AND D WITH THE 0 METER POINT STAMPED STA. A. EACH DISK HAS EDM BASELINE AND ITS CORRESPONDING LETTER STAMPED ON IT. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT AT THE WEST END. IT CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS. USER NOTES: *** WE VISITED THE PENSACOLA CBL ON MARCH 9, 1992. THE 800 M MARK HAS BEEN DESTROYED BY ROAD CONSTRUCTION. THE PENSACOLA CBL IS NO LONGER USABLE. THE OTHER THREE MARKS WERE RECOVERED. *** THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. BROMFIELD B. NICHOL, 308 WEST GARDEN STREET, PENSACOLA, FL 32501, TELEPHONE 904-432-8546. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N270824 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ST. PETERSBURG CBL FLORIDA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15429 PINELLAS COUNTY NEAREST TOWN: ST. PETERSBURG LIST OF ADJUSTED DISTANCES (APRIL 11, 1988) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1.310 150 1.232 149.9887 149.9887 0.1 0 1.310 800 1.345 799.9962 799.9962 0.4 0 1.310 1400 1.325 1400.0122 1400.0122 0.5 150 1.232 800 1.345 650.0075 650.0075 0.4 150 1.232 1400 1.325 1250.0236 1250.0236 0.5 800 1.345 1400 1.325 600.0160 600.0160 0.4 DESCRIPTION OF ST. PETERSBURG BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1988 CHIEF OF PARTY: MTL THIS BASE LINE IS LOCATED IN THE NORTHEAST EDGE OF ST. PETERSBURG, 0.7 KM (0.45 MI) SOUTH OF THE JUNCTION OF INTRESTATE HIGHWAY 275 AND STATE ROAD 687, AND ALONG THE WEST SIDE RIGHT OF WAY OF STATE ROAD 687. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND STATE ROAD 687, GO SOUTH ON STATE ROAD 687 FOR 0.7 KM (0.45 MI) TO THE 0 METER POINT ON THE RIGHT. THE BASE LINE IS A FOUR POINT LINE AND CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO AND WEST OF STATE ROAD 687. THERE IS ALSO A 30 METER POINT SET ON LINE AND SOUTH OF THE 0 METER POINT WHICH IS NOT PART OF THE BASE LINE. THE 0 METER POINT IS A STANDARD NGS HORIZONTAL CONTROL MARK DISC, STAMPED "00", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 23.0 METERS (75.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF STATE ROAD 687, AND 50.0 METERS (164 FT) SOUTHWEST OF A PAVED MEDIAN CROSS-OVER OF STATE ROAD 687. THE 150 METER POINT IS A STANDARD NGS HORIZONTAL CONTROL MARK DISC, STAMPED "150", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 0.7 METERS (2.3 FT) EAST OF A METAL WITNESS POST, AND 23.0 METERS (75.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE STATE ROAD 687. THE 800 METER POINT IS A STATNDARD NGS HORIZONTAL CONTROL MARK DISC, STAMPED "800", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 0.8 METERS (2.6 FT) EAST OF A METAL WITNESS POST, 23.0 METERS (75.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF STATE ROAD 687, AND 112.0 METERS (367 FT) SOUTHWEST OF A PAVED MEDIAN CROSSOVER OF STATE ROAD 687. THE 1400 METER POINT IS A STANDARD NGS HORIZONTAL CONTROL MARK DISC, STAMPED "1400", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METERS (3.3 FT) EAST OF A METAL WITNESS POST, 23.0 METERS (75.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF STATE ROAD 687, AND 160 METERS (525 FT) SOUTH OF THE ENTRANCE TO THE THUNDER BAY APARTMENT COMPLEX. USER NOTES: SEVERAL LOW VOLTAGE POWER LINES CROSS AND RUN PARALLEL TO THE BASE LINE WHICH MAY EFFECT MICROWAVE INSTRUMENTS. THE 1400 METER POINT WILL REQUIRE A HIGH TRIPOD SETUP DUE TO THE LANDSCAPING ON LINE AND IN BETWEEN POINTS. CARE SHOULD BE TAKEN TO PLUMB OVER POINTS. ELEVATIONS ARE FOR BASE LINE USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION, PLEASE CONTACT MR LEWIS H. KENT, GEORGE F. YOUNG, INC., 299 NINTH STREET NORTH, ST. PETERSBURG, FLORIDA, 33731-0683, TELEPHONE 813-822-4317. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N270812 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SEBRING CBL FLORIDA ROCKVILLE MD 20852 - APRIL 3, 1992 PROJECT ACCESSION NUMBER: 15429 HIGHLANDS COUNTY NEAREST TOWN: SPRING LAKE LIST OF ADJUSTED DISTANCES (MARCH 16, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 18.040 150 M 17.987 150.0032 150.0032 0.1 0 M 18.040 800 M 17.859 800.0047 800.0047 0.2 0 M 18.040 1500 M 16.301 1500.0002 1500.0012 0.3 150 M 17.987 800 M 17.859 650.0015 650.0015 0.1 150 M 17.987 1500 M 16.301 1349.9970 1349.9981 0.2 800 M 17.859 1500 M 16.301 699.9956 699.9973 0.2 DESCRIPTION OF SEBRING BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED:1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTHEAST OF SEBRING AT THE SEBRING AIRPORT AND INDUSTRIAL PARK, ADJACENT TO SEBRING INTERNATIONAL RACEWAY. THE BASE LINE RUNS ALONG AND APPROXIMATELY PARALLEL WITH THE SOUTHEAST EDGE OF CLOSED RUNWAY 22-4. FOR PERMISSION TO ENTER AIRPORT PROPERTY PLEASE CONTACT MR. MIKE WILLINGHAM, AIRPORT MANAGER, SEBRING AIRPORT AUTHORITY, 128 AUTHORITY LANE, SEBRING, FL 33870. TELEPHONE (813) 655-1324. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 800 AND 1500 METER POINTS. THERE ARE ALSO MARKS SET AT 50 AND 350 METERS, WHICH WERE NOT INCLUDED IN THE MEASUREMENT PROCESS AND THUS ARE NOT INCLUDED IN THE ABOVE RESULTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAYS 27 AND 98, LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH OF SEBRING, GO EASTERLY ON U.S. 98 FOR 5.0 KM (3.1 MI) TO A "Y" INTERSECTION. BEAR LEFT ONTO A ROAD LEADING TO SEBRING INTERNATIONAL RACEWAY AND GO NORTHEASTERLY FOR 2.1 KM (1.3 MI) TO A "Y" INTERSECTION AT THE ENTRANCE TO SEBRING INTERNATIONAL RACEWAY. CONTINUE STRAIGHT AHEAD AND GO NORTHEASTERLY ON WEBSTER TURN DRIVE FOR 1.5 KM (0.9 MI) TO A RIGHT ANGLE TURN. CONTINUE THROUGH THE TURN ON WEBSTER TURN DRIVE, WHICH BECOMES CHALLENGER DRIVE, AND GO SOUTHEAST CURVING TO SOUTH FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF PIPER CUB LANE ON THE LEFT, JUST BEFORE THE WATER TOWER AND THE BUILDING HOUSING THE SEBRING AIRPORT AUTHORITY. TURN LEFT AND GO EAST ON PIPER CUB LANE FOR 0.2 KM (0.1 MI) ONTO THE AIRPLANE PARKING AREA. TURN RIGHT AND GO SOUTH CURVING TO SOUTHWEST THROUGH THE AIRPLANE PARKING AREA FOR 0.5 KM (0.3 MI) TO A WIRE FENCE BLOCKING OFF CONTINUED SOUTHWESTERLY TRAVEL. TURN LEFT AND GO SOUTHEAST, PARALLELING THE WIRE FENCE, ACROSS A GRASS MEDIAN STRIP AND CLOSED RUNWAY 22-4 FOR 0.2 KM (0.1 MI) TO THE SOUTHEAST EDGE OF RUNWAY 22-4. TURN RIGHT AND GO SOUTHWEST ALONG THE RUNWAY'S EDGE FOR 0.18 KM (0.1 MI) TO THE 0-METER POINT OFF TO THE LEFT, IN THE WEST CORNER OF A TRIANGULAR GRASS AREA FORMED BY THE INTERSECTION OF RUNWAYS 22-4, 27-9 (CLOSED) AND 18-36. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "0 M" SET IN THE TOP OF A 20 CM (8 IN) SQUARE CONCRETE POST RECESSED 20 CM (8 IN) BELOW THE SURFACE OF THE GROUND. IT IS 15.4 M (50.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 22-4, 13.5 M (44.3 FT) NORTH OF THE NORTH EDGE OF RUNWAY 27-9 AND 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "150 M" SET IN THE TOP OF A 20 CM (8 IN) SQUARE CONCRETE POST RECESSED 25 CM (10 IN) BELOW THE SURFACE OF THE GROUND. IT IS 16.6 M (54.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 22-4 AND 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 800-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "800 M" SET IN THE TOP OF A 20 CM (8 IN) SQUARE CONCRETE POST RECESSED 30 CM (12 IN) BELOW THE SURFACE OF THE GROUND. IT IS 21.0 M (68.9 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 22-4 AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST. THE 1500-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "1500 M" SET IN THE TOP OF A 20 CM (8 IN) SQUARE CONCRETE POST RECESSED 25 CM (10 IN) BELOW THE SURFACE OF THE GROUND. THE MARK IS ABOUT 90 M (295 FT) BEYOND THE NORTHEAST END OF RUNWAY 22- 4 IN A SMALL FENCED-IN PASTURE. IT IS 11.0 M (36.1 FT) SOUTHWEST OF A BARBED WIRE FENCE AND 11.0 M (36.1 FT) SOUTHWEST OF A METAL WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. BECAUSE OF THE TOPOGRAPHY OF THE BASE LINE, A TALL TRIPOD IS NEEDED TO SETUP OVER THE 1500 METER POINT WHEN SIGHTING FROM/TO THE 0 AND 150 METER POINTS. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. FRED AMMERMANN, P.O. BOX 441, MULBERRY, FL 33860, TELEPHONE 813-425-3708, OR CONTACT MR. RONNIE TAYLOR, NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N300842 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: TALLAHASSEE CBL FLORIDA SILVER SPRING MD 20910 - AUGUST 1, 1996 PROJECT ACCESSION NUMBER: 15429 LEON COUNTY NEAREST TOWN: TALLAHASSEE LIST OF ADJUSTED DISTANCES (JULY 29, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 BASE 1 6.571 150 BASE 3 6.654 150.0045 150.0045 0.1 0 BASE 1 6.571 800 BASE 5 7.700 800.0117 800.0125 0.2 0 BASE 1 6.571 1492 BASE 6 8.052 1491.8598 1491.8605 0.3 150 BASE 3 6.654 800 BASE 5 7.700 650.0072 650.0081 0.1 150 BASE 3 6.654 1492 BASE 6 8.052 1341.8553 1341.8560 0.2 800 BASE 5 7.700 1492 BASE 6 8.052 691.8481 691.8482 0.1 DESCRIPTION OF TALLAHASSEE BASE LINE YEAR REMEASURED: 1996 LATITUDE: 30 19 43 LONGITUDE: 084 19 44 AZIMUTH: 40 DEGREES TRUE NORTH THE BASE LINE IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH OF CRAWFORDVILLE, 7.0 MI (11.3 KM) SOUTH OF TALLAHASSEE, AND 3.4 MI (5.5 KM) SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 319, AND STATE HIGHWAYS 61 AND 263 ON THE SOUTH SIDE OF TALLAHASSEE, WITHIN THE BOUNDARY OF THE APALACHICOLA NATIONAL FOREST AND ALONG THE WESTERN RIGHT-OF-WAY OF U.S. HIGHWAY 319. OWNERSHIP--STATE OF FLORIDA, HIGHWAY RIGHT-OF-WAY. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 800, AND 1492-METER POINTS. THE 1492-METER POINT HAS ALWAYS BEEN REFERRED TO AS THE 1491-METER POINT. THE STATIONS ARE STAMPED BASE 1, BASE 3, BASE 5, AND BASE 6. THE 50, 350, AND 2000-METER POINTS WHICH ARE NOT PART OF THE BASE LINE WERE NOT RECOVERED AT THIS TIME. TO REACH THE 1492-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 319, STATE HIGHWAY 61 (BOTH ARE CRAWFORDVILLE ROAD), AND STATE HIGHWAY 263 (CAPITAL CIRCLE SOUTHWEST) ON THE SOUTH SIDE OF TALLAHASSEE, GO SOUTHWEST ON U.S. HIGHWAY 319 AND STATE HIGHWAY 61 FOR 1.7 MI (2.7 KM) TO WHERE STATE HIGHWAY 61 BEARS RIGHT. CONTINUE SOUTHWEST ON U.S. HIGHWAY 319 FOR 1.2 MI (1.9 KM) TO THE MARK ON THE RIGHT JUST PASS A SAND WOODS ROAD ENTRANCE ON THE RIGHT. TO REACH THE 800-METER POINT CONTINUE SOUTHWEST FOR 0.45 MI (0.72 KM) TO THE MARK ON THE RIGHT. TO REACH THE 150 METER POINT CONTINUE SOUTHWEST FOR 0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT. TO REACH THE 0-METER POINT CONTINUE SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT JUST PASS A SIDEROAD (BARDSWOOD LANE) ON THE LEFT. THE 1492-METER POINT IS A STANDARD HORIZONTAL CONTROL DISK STAMPED "BASE 6", SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED 16 CM BELOW THE SURFACE. IT IS 9.7 M (31.8 FT) SOUTHWEST OF THE CENTER OF SAND WOODS ROAD ENTRANCE, 8.27 M (27.13 FT) SOUTHEAST OF WITNESS POST, 7.55 M (24.77 FT) NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 319, AND 2.57 M (8.43 FT) NORTHWEST OF THE WESTERN EDGE OF PAVEMENT. THE 800-METER POINT IS A STANDARD HORIZONTAL CONTROL DISK STAMPED "BASE 5" (TOP OF DISK IS SCARRED UP SOME), SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED 8 CM BELOW THE SURFACE. IT IS 18.16 M (59.58 FT) SOUTH-SOUTHWEST OF A 5-INCH SQUARE CONCRETE SRD R/W MARKER LEANING 45 DEGREES TO THE NORTHEAST, 8.09 M (26.54 FT) SOUTHEAST OF WITNESS POST, 7.2 M (23.6 FT) NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 319, AND 2.24 M (7.35 FT) NORTHWEST OF THE WESTERN EDGE OF PAVEMENT. THE 150-METER POINT IS A STANDARD HORIZONTAL CONTROL DISK STAMPED "BASE 3", SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED 30 CM BELOW THE SURFACE. IT IS 19.15 M (62.83 FT) EAST OF A 12-INCH WATER OAK TREE, 12.4 M (40.7 FT) SOUTH OF AN 18-INCH PINE TREE, 7.38 M (24.21 FT) SOUTHEAST OF WITNESS POST, 7.14 M (23.43 FT) NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 319, AND 0.18 M (0.59 FT) NORTHWEST OF THE WESTERN EDGE OF PAVEMENT. THE 0-METER POINT IS A STANDARD HORIZONTAL CONTROL DISK STAMPED "BASE 1" (TOP OF DISK IS SCARRED), SET IN THE TOP OF 30 CM ROUND CONCRETE POST RECESSED 26 CM BELOW THE SURFACE. IT IS 82.46 M (270.54 FT) NORTHEAST OF THE APPROXIMATE CENTERLINE OF L L WALLACE RD (FOREST SERVICE ROAD 322), 18.43 WEST-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 319 AND BARDSWOOD LANE, 17.37 M (56.99 FT) EAST-NORTHEAST OF A 22-INCH WATER OAK TREE, 17.2 M (56.4 FT) SOUTHWEST OF THE PROJECTED CENTERLINE OF BARDSWOOD LANE, 7.82 M (25.66 FT) SOUTHEAST OF WITNESS POST, 7.04 M (23.10 FT) NORTHWEST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY 319, AND 0.52 M (1.71 FT) NORTHWEST OF THE WESTERN EDGE OF PAVEMENT. USERS NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. BEWARE OF TRAFFIC, ROAD HAS BEEN WIDENED AT 0 AND 150-METER POINTS. THIS CALIBRATION BASE LINE WAS FIRST ESTABLISHED IN CONJUNCTION WITH WHAT IS NOW THE FLORIDA SURVEYING AND MAPPING SOCIETY. IT WAS RE-CALIBRATED IN 1996 WITH ASSISTANCE FROM THE CITY OF TALLAHASSEE AND LEON COUNTY PERSONNEL. FOR FURTHER INFORMATION PLEASE CONTACT MR. RONNIE TAYLOR, NATIONAL OCEAN SERVICE, ADVISOR, NATIONAL GEODETIC SURVEY, C/O FLORIDA DEPARTMENT OF NATURAL RESOURCES, 3900 COMMONWEALTH BLVD., MS105, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N270822 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: VENICE CBL FLORIDA ROCKVILLE MD 20852 - MARCH 17, 1992 PROJECT ACCESSION NUMBER: 15429 SARASOTA COUNTY NEAREST TOWN: VENICE LIST OF ADJUSTED DISTANCES (FEBRUARY 18, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 5.190 150 M 5.340 149.9940 149.9941 0.1 0 M 5.190 800 M 4.978 800.0001 800.0002 0.1 0 M 5.190 1500 M 3.907 1499.9980 1499.9986 0.2 150 M 5.340 800 M 4.978 650.0061 650.0062 0.1 150 M 5.340 1500 M 3.907 1350.0040 1350.0048 0.1 800 M 4.978 1500 M 3.907 699.9979 699.9988 0.1 DESCRIPTION OF VENICE BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1981, 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTH OF SARASOTA, ON THE SOUTH EDGE OF VENICE AT THE VENICE MUNICIPAL AIRPORT. THE BASE LINE RUNS ALONG THE NORTHWEST EDGE AND APPROXIMATELY PARALLEL WITH RUNWAY 22-4. NOTE -- BECAUSE OF SECURITY AND SAFETY CONSIDERATIONS, ACCESS TO AIRPORT PROPERTY IS CONTROLLED. FOR PERMISSION TO ENTER AIRPORT PROPERTY AND TO ARRANGE AN ESCORT TO THE 0-METER POINT, PLEASE CONTACT THE AIRPORT MANAGER, MS. MARYANN STEVENS, 150 EAST AIRPORT AVENUE, VENICE, FL 34285. TELEPHONE (813) 485-9293. OR CONTACT MR. GENE BOSTWICK, AIRPORT MAINTENANCE FOREMAN, 610 AIRPORT AVENUE, VENICE, FL 34285. TELEPHONE (813) 485-7226. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 0, 150, 800 AND 1500 METER POINTS. THERE ARE ALSO MARKS SET AT 50 AND 350 METERS, WHICH WERE NOT INCLUDED IN THE MEASUREMENT PROCESS AND THUS ARE NOT INCLUDED IN THE ABOVE RESULTS. TO REACH THE AIRPORT FROM THE JUNCTION OF JACARANDA BOULEVARD AND INTERSTATE 75 (EXIT 35), LOCATED ABOUT 7.2 KM (4.5 MI) EAST OF DOWNTOWN VENICE, GO SOUTH ON JACARANDA BOULEVARD FOR 1.3 KM (0.8 MI) TO THE INTERSECTION OF VENICE AVENUE. TURN RIGHT AND GO WEST ON VENICE AVENUE FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF AUBURN ROAD. CONTINUE AHEAD WEST ON VENICE AVENUE FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF U.S. HIGHWAY 41. CONTINUE AHEAD WEST ON VENICE AVENUE FOR 1.0 KM (0.6 MI) TO THE INTERSECTION OF BUSINESS U.S. 41 (TAMIAMI TRAIL). TURN LEFT AND GO SOUTH, CURVING TO SOUTHEAST, ON BUSINESS U.S. 41 FOR 2.1 KM (1.3 MI) TO THE INTERSECTION OF AVENIDA DEL CIRCO ON THE RIGHT. TURN RIGHT AND GO SOUTH ON AVENIDA DEL CIRCO FOR 0.5 KM (0.3 MI) TO WHERE IT DEAD ENDS INTO AIRPORT AVENUE. TURN RIGHT AND GO WEST ON AIRPORT AVENUE FOR 0.55 KM (0.34 MI) TO A DRIVEWAY ON THE LEFT LEADING TO THE PARKING AREA FOR THE VENICE MUNICIPAL AIRPORT ADMINISTRATION BUILDING. THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "0 M" SET IN THE TOP OF A 56 CM (22 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 33.2 M (108.9 FT) SOUTHWEST OF A CHAIN LINK FENCE ON THE AIRPORT BOUNDARY, 33.1 M (108.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND 21.4 M (70.2 FT) NORTHWEST OF THE EXTENDED NORTHERN EDGE OF RUNWAY 22-4. THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "150 M" SET IN THE TOP OF A 60 CM (24 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 21.4 M (70.2 FT) NORTHWEST OF THE NORTHERN EDGE OF RUNWAY 22-4, 15.8 M (51.8 FT) SOUTHWEST OF THE SOUTHERN EDGE OF A TAXIWAY AND 2.6 M (8.5 FT) SOUTH OF A LIGHT MOUNTED ON AN ORANGE-PAINTED, 0.8 M (2.6 FT) HIGH POLE. THE 800-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "800 M" SET IN THE TOP OF A 56 CM (22 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 21.6 M (70.9 FT) NORTHWEST OF THE NORTHERN EDGE OF RUNWAY 22-4 AND 18.5 M (60.7 FT) NORTHWEST OF A 19 CM (7.5 IN) HIGH FIBERGLASS WITNESS POST SET IN LINE WITH THE RUNWAY LIGHTS. THE 1500-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "1500 M" SET IN THE TOP OF A 56 CM (22 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 25.6 M (84.0 FT) SOUTHEAST OF THE SOUTHERN EDGE OF A TAXIWAY, 21.4 M (70.2 FT) NORTHWEST OF THE NORTHERN EDGE OF RUNWAY 22-4 AND 7.1 M (23.3 FT) NORTH OF THE NORTH CORNER OF SQUARE CONCRETE PAD UPON WHICH AN ORANGE-PAINTED BOX IS MOUNTED. 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 FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. MARK BASSETT, C/O BISHOP AND ASSOCIATES, 78 SARASOTA CENTER BOULEVARD, SARASOTA, FL 34240, TELEPHONE 813-371-6362, OR CONTACT MR. E.R. EMERSON, SARASOTA COUNTY SURVEYOR, TRANSPORTATION DEPARTMENT, 1301 CATTLEMEN ROAD, SARASOTA, FL 34232, TELEPHONE 813-378-6180, OR CONTACT MR. JACK PARKER, MANATEE COUNTY PUBLIC WORKS, 4411 18TH AVENUE WEST, BRADENTON, FL 34209, TELEPHONE 813-794-1939, OR CONTACT MR. RONNIE TAYLOR, NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105, 3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399, TELEPHONE 904-488-2427. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N270803 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: VERO BEACH FLORIDA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15429 INDIAN RIVER COUNTY *** VERO BEACH BASE LINE *** NO LONGER USEABLE *** SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (JANUARY 23, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 7.63 150 7.33 150.0015 150.0018 0.4 0 7.63 800 7.30 800.0887 800.0888 1.0 0 7.63 1400 7.32 1386.6758 1386.6759 1.5 150 7.33 800 7.30 650.0872 650.0872 0.9 150 7.33 1400 7.32 1236.6743 1236.6743 1.4 800 7.30 1400 7.32 586.5871 586.5871 0.9 DESCRIPTION OF VERO BEACH BASE LINE YEAR MEASURED: 1975 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ABOUT 8.5 MILES WEST OF VERO BEACH, 0.6 MILE WEST OF INTERSTATE 95 AND ON A PRIVATE AIRSTRIP. THE LINE RUNS ALONG THE WEST EDGE OF THE RUNWAY. TO REACH THE BASE LINE FROM THE JUNCTION OF STATE ROAD 60 AND INTERSTATE 95, 8 MILES WEST OF VERO BEACH, GO WEST ON STATE ROAD 60 FOR 0.6 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A SIDE ROAD LEFT TO HANGER. TURN LEFT AND GO EAST FOR 200 FEET TO THE 0 METER POINT ON THE RIGHT ON SOUTH SIDE OF BIG DITCH. THE 0 METER POINT IS 12.0 FEET EAST OF A SMALL DITCH THAT RUNS TO SOUTH ON THE EAST SIDE OF ORANGE GROVE, 230.5 FEET WEST OF THE NORTHWEST CORNER OF HANGER, 104.0 FEET SOUTH OF A METAL WITNESS POST IN FENCELINE ON NORTH SIDE OF ASPHALT ROAD, 63.0 FEET SOUTH OF THE SOUTH EDGE OF THE ASPHALT ROAD AND 16.0 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD TO THE HANGER. THE 150 METER POINT IS 12.0 FEET EAST OF THE SMALL DITCH THAT RUNS TO SOUTH ON THE EAST SIDE OF ORANGE GROVE. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. ALL THE MARKS ARE STANDARD STATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE POINTS ARE SET AT 0, 150, 800, AND 1400 METERS AND ARE ON THE WEST EDGE OF THE RUNWAY. THE FROM AND TO STATION NAMES (THE METER POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES. USER NOTES: *** THE VERO BEACH CBL IS NO LONGER USEABLE DUE TO VISIBILITY PROBLEMS. THERE ARE APPROXIMATELY 200 METERS OF GRAPEFRUIT TREES ON LINE BETWEEN THE 800 M AND 1400 M POINTS. THE OWNER OF THE PRIVATE AIRPORT IS ALSO NOT VERY HAPPY ABOUT HAVING SURVEYORS ON HIS ACTIVE RUNWAY OR NEAR HIS FRUIT TREES. *** THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS. THE FSPLS REPRESENTATIVE IN THE VERO BEACH AREA IS MR. MARVIN E. CARTER AT 1708 21ST STREET VERO BEACH, FL 32960.