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
           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
           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)

    MOCK-ROOS 0 M                      6.214 CLODFELTER 150 M                   6.208      150.0068       150.0068       0.1
    MOCK-ROOS 0 M                      6.214 RAYMAN 430 M                       6.107      430.0094       430.0094       0.2
    MOCK-ROOS 0 M                      6.214 LIDBERG 1400 M                     6.246     1400.0012      1400.0012       0.3
 
    CLODFELTER 150 M                   6.208 RAYMAN 430 M                       6.107      280.0026       280.0026       0.1
    CLODFELTER 150 M                   6.208 LIDBERG 1400 M                     6.246     1249.9943      1249.9943       0.2
 
    RAYMAN 430 M                       6.107 LIDBERG 1400 M                     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)

    BM 2                               7.960 150 M                              8.323      149.9946       149.9950       0.1
    BM 2                               7.960 799 M                              8.120      798.7204       798.7204       0.2
    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                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)

    BARRY 0 M                          5.402 WEBB 150 M                         5.325      150.0029       150.0029       0.1
    BARRY 0 M                          5.402 AVIROM 430 M                       5.345      429.9957       429.9957       0.2
    BARRY 0 M                          5.402 BOSWORTH AERIAL 1400 M             5.417     1400.0053      1400.0053       0.3
 
    WEBB 150 M                         5.325 AVIROM 430 M                       5.345      279.9928       279.9928       0.1
    WEBB 150 M                         5.325 BOSWORTH AERIAL 1400 M             5.417     1250.0025      1250.0025       0.2
 
    AVIROM 430 M                       5.345 BOSWORTH AERIAL 1400 M             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)

    AMY 0253                           3.050 BARB                               3.116       50.0150        50.0151       0.1
    AMY 0253                           3.050 CAROL                              3.143      149.9921       149.9922       0.1
    AMY 0253                           3.050 DAWN                               3.044      349.9913       349.9913       0.1
    AMY 0253                           3.050 EVE 0255                           2.997      799.9864       799.9864       0.1
    AMY 0253                           3.050 FAY                                2.902     1499.9987      1499.9987       0.2

    BARB                               3.116 CAROL                              3.143       99.9771        99.9771       0.1
    BARB                               3.116 DAWN                               3.044      299.9763       299.9763       0.1
    BARB                               3.116 EVE 0255                           2.997      749.9714       749.9714       0.1
    BARB                               3.116 FAY                                2.902     1449.9837      1449.9837       0.2

    CAROL                              3.143 DAWN                               3.044      199.9992       199.9992       0.1
    CAROL                              3.143 EVE 0255                           2.997      649.9943       649.9943       0.1
    CAROL                              3.143 FAY                                2.902     1350.0066      1350.0066       0.1

    DAWN                               3.044 EVE 0255                           2.997      449.9951       449.9951       0.1
    DAWN                               3.044 FAY                                2.902     1150.0074      1150.0074       0.1

    EVE 0255                           2.997 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 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 M                               55.544 150 M                             55.468      149.9911       149.9912       0.1
     0 M                               55.544 800 M                             54.884      800.0019       800.0021       0.1
     0 M                               55.544 1427 M                            52.437     1427.4195      1427.4229       0.2
  
     150 M                             55.468 800 M                             54.884      650.0107       650.0110       0.1
     150 M                             55.468 1427 M                            52.437     1277.4284      1277.4320       0.1
  
     800 M                             54.884 1427 M                            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 1400 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:  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:  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                 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)

     EDM BASELINE A                   6.66    EDM BASELINE B                    6.86       149.9984       149.9985       0.4
     EDM BASELINE A                   6.66    EDM BASELINE C                    8.31       799.1220       799.1237       0.8
     EDM BASELINE A                   6.66    EDM BASELINE D                    8.25      1399.0710      1399.0719       1.2

     EDM BASELINE B                   6.86    EDM BASELINE C                    8.31       649.1236       649.1252       0.7
     EDM BASELINE B                   6.86    EDM BASELINE D                    8.25      1249.0726      1249.0734       1.1

     EDM BASELINE C                   8.31    EDM BASELINE 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)

    BASE 1                             6.571 BASE 3                             6.654      150.0045       150.0045       0.1
    BASE 1                             6.571 BASE 5                             7.700      800.0117       800.0125       0.2
    BASE 1                             6.571 BASE 6                             8.052     1491.8598      1491.8605       0.3
 
    BASE 3                             6.654 BASE 5                             7.700      650.0072       650.0081       0.1
    BASE 3                             6.654 BASE 6                             8.052     1341.8553      1341.8560       0.2
 
    BASE 5                             7.700 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.