@@@IMAGE=(NOAA3L,1,1),FORMS=(CALCOV),FONTS=(NADCOV),END;

                          STATE OF KENTUCKY
 @@@FORMS=NONE,FONTS=(L0112C),END;
1
1
                                                               CONTENTS

           BASE LINE DESIGNATION                      STATE                    COUNTY                    QUAD

           JACKSON PURCHASE CBL                       KENTUCKY                 CALLOWAY                  N360881 
           LEXINGTON (1975)                           KENTUCKY                 FAYETTE                   N380843
           LEXINGTON CBL (1981, 93, 2001 REMEASURED)  KENTUCKY                 FAYETTE                   N380842
           LONDON CBL                                 KENTUCKY                 LAUREL                    N370842
           LOUISVILLE CBL                             KENTUCKY                 JEFFERSON                 N380853
           LOUISVILLE CBL (1992, 2001 REMEASURED)     KENTUCKY                 JEFFERSON                 N380853
           PIONEER PARK CBL                           KENTUCKY                 KENTON                    N390843

1
1DEPARTMENT OF COMMERCE - NOAA                     CALIBRATION BASE LINE DATA                        QUAD: N360881
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  JACKSON PURCHASE CBL      KENTUCKY
 SILVER SPRING MD 20910 - JULY 11, 2002            PROJECT ACCESSION NUMBER:  15458                  CALLOWAY COUNTY
                                                   NEAREST TOWN:  MURRAY
 
                                               LIST OF ADJUSTED DISTANCES  (May 28, 2002)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0 M 2001                         173.880 150 M 2001                       173.030      149.9406       149.9430        .1
    0 M 2001                         173.880 430 M 2001                       171.800      430.0136       430.0186        .2
    0 M 2001                         173.880 1400 M 2001                      171.840     1399.9917      1399.9932        .2
 
    150 M 2001                       173.030 430 M 2001                       171.800      280.0730       280.0757        .1
    150 M 2001                       173.030 1400 M 2001                      171.840     1250.0511      1250.0517        .2
 
    430 M 2001                       171.800 1400 M 2001                      171.840      969.9780       969.9780        .1
 
 DESCRIPTION OF JACKSON PURCHASE BASE LINE
 YEAR MEASURED: 2001
 LATITUDE: 36 39 42 N
 LONGITUDE: 088 22 49 W
 AZIMUTH: 52 DEGREES TRUE NORTH
 CHIEF OF PARTY: JRM
 
 THE BASE LINE IS LOCATED ABOUT 9.0 KM (5.6 MI) NORTHWEST OF MURRAY ON THE GRASSY AREA NORTHWEST OF THE MAIN RUNWAY AT KYLE
 FIELD, MURRAY-CALLOWAY AIRPORT.  FOR PERMISSION TO ENTER AIRPORT, CALL AIRPORT MANAGER, JOHNNY W. PARKER, AT 270-489-2414
 PRIOR TO ARRIVAL.

 THE BASE LINE IS A NORTHEAST-SOUTHWEST BASE LINE WITH THE 0-METER POINT ON THE SOUTHWEST END.  IT CONSISTS OF THE 0, 150, 430,
 AND 1400 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTHEAST OF THE 0-METER POINT.
 
 TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 641 AND STATE HIGHWAY 121 ON HE NORTH SIDE OF MURRAY, GO NORTHWEST
 ON STATE HIGHWAY 121 FOR 4.2 KM (2.6 MI) TO THE JUNCTION OF STATE HIGHWAY 783 (AIRPORT ROAD) ON THE RIGHT.  TURN RIGHT AND GO
 NORTH ON STATE HIGHWAY 783 FOR 2.9 KM (24 MI) TO THE JUNCTION WITH AIRFIELD LANE TO THE LEFT.  GO WEST ON AIRFIELD LANE FOR 0.89
 KM (0.55 MI) TO THE AIRPORT OFFICE AND GATE TO THE LEFT.  PASS THROUGH THE GATE AND FOLLOW TAXIWAY SOUTHWEST TO END OF RUNWAY.
 PROCEED NORTHWEST ACROSS END OF THE RUNWAY AND TAXIWAY AND THEN NORTHEAST ALONG THE NORTHWEST SIDE OF THE MAIN RUNWAY TO THE
 0-METER POINT IN THE GRASSY AREA NORTHWEST OF THE INTERSECTION OF THE MAIN RUNWAY WITH THE FIRST CROSS OVER NORTHWEST OF THE
 SOUTHWEST END OF THE RUN WAY.
 
 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 2001" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 17.6 M (58 FT) NORTHWEST OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE
 FIRST CROSS OVER NORTHEAST OF THE SOUTHWEST END OF THE RUNWAY, 20.4 M (67 FT) PERPENDICULAR TO THE NORTHWEST EDGE OF THE RUNWAY,
 AND 19.5 M (64 FT) SOUTHWEST OF A CONCRETE MARKER FLUSH WITH THE SURFACE OF THE GROUND LABELED "SPLICE".
 
 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 2001" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 17.6 M (58.1 FT) SOUTHWEST OF THE FOURTH RUNWAY LIGHT NORTHEAST OF
 THE FIRST CROSS OVER FROM THE SOUTHWEST END OF THE RUNWAY, 20.4 M (65.8 FT) NORTHWEST OF AND PERPENDICULAR TO THE EDGE OF THE
 RUNWAY, AND 58.8 M (192.9 FT) NORTH OF THE THIRD RUNWAY LIGHT NORTHEAST OF THE FIRST CROSS OVER.
 
 THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 2001" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34.1 M (112 FT) NORTHWEST OF THE SECOND RUNWAY LIGHT NORTHEAST OF THE
 SECOND CROSS OVER, 19.1 M (62.6 FT) NORTHWEST OF AND PERPENDICULAR TO THE EDGE OF THE RUNWAY, AND 32.6 M (107 FT) SOUTHWEST OF
 THE THIRD RUNWAY LIGHT NORTHEAST OF THE SECOND CROSS OVER.
 
1THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 2001" SET IN THE TOP OF A 50 CM (18 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 32.3 M (106 FT) NORTHWEST OF THE THIRD RUNWAY LIGHT SOUTHWEST OF THE
 NORTHEAST END OF THE MAIN RUNWAY, 15.4 M (50.4 FT) PERPENDICULAR TO THE RUNWAY, AND 33.5 M (110 FT) SOUTHWEST OF THE SECOND RUNWAY
 LIGHT SOUTHWEST OF THE NORTHEAST END OF THE RUNWAY.
 
 THE 0-FOOT TAPE CALIBRATION STATION IS THE 0-METER POINT.
 
 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT" SET IN THE TOP OF A 50 CM
 (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 17.7 M (58.0 FT) SOUTHWEST OF THE SECOND RUNWAY LIGHT
 NORTHEAST OF THE FIRST CROSS OVER, 20.4 M (67.0 FT) NORTHWEST OF AND PERPENDICULAR TO THE RUNWAY, AND 25.3 M (83.0 FT) NORTHWEST
 OF A CONCRETE MARKER FLUSH WITH THE GROUND LABELED "SPLICE". THE 100-FOOT TAPE STATION WAS ESTABLISHED BY EDMI METHOD.  THE TAPE
 CALIBRATION DISTANCE FROM THE 0-METER POINT (MARK TO MARK DISTANCE) IS 30.4791 M (99.9967 FT) FROM THE 0-METER POINT (MARK TO MARK
 DISTANCE).
 
 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.   ELEVATIONS ARE FOR CBL USE ONLY.
 
 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE JACKSON PURCHASE CHAPTER OF THE KENTUCKY ASSOCIATION OF
 PROFESSIONAL SURVEYORS, THE MURRAY-CALLOWAY COUNTY AIRPORT BOARD, AND THE DEPARTMENT OF INDUSTRIAL AND ENGINEERING TECHNOLOGY
 OF MURRAY STATE UNIVERSITY.  ALL CBL USERS MUST REGISTER AT THE AIRPORT OFFICE BEFORE GOING TO THE BASE LINE SITE.
 
 FOR MORE INFORMATION PLEASE CONTACT J. ROSS MACKAY, NATIONAL GEODETIC SURVEY, OFFICE FOR GEOGRAPHIC INFORMATION, 21 MILLCREEK
 PARK, FRANKFORT, KY 40601 PHONE: 502-573-0189 OR CALL THE KENTUCKY ASSOCIATION OF PROFESSIONAL SURVEYORS AT 1-800-866-3029.
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N380843
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  LEXINGTON                 KENTUCKY
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15458                 FAYETTE COUNTY

                                               LIST OF ADJUSTED DISTANCES (JUNE 22, 1981)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
     FROM STATION N                 ELEV.(M)  TO STATION N                   ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

          0                          269.573    150                           270.201      150.0058       150.0072        .3
          0                          269.573    800                           274.116      790.9697       790.9828        .7
          0                          269.573    1200                          282.621     1183.6786      1183.7505       1.0

          150                        270.201    800                           274.116      640.9639       640.9758        .6
          150                        270.201    1200                          282.621     1033.6726      1033.7472        .8

          800                        274.116    1200                          282.621      392.7084       392.8005        .6

      DESCRIPTION OF LEXINGTON BASE LINE
      YEAR MEASURED:  1975 AND 1981
      CHIEF OF PARTY:  MDC AND WJR

      THE BASE LINE WAS REMEASURED IN 1981, AND NO SIGNIFICANT CHANGES WERE NOTED.  THE JUNE 22, 1981 ADJUSTED DISTANCES ARE A
      COMBINATION OF THE 1975 AND 1981 MEASUREMENTS.

      THE BASE LINE IS LOCATED ABOUT 3 MILES EAST OF LEXINGTON, ABOUT 0.1 MILE WEST OF INTERSTATE 75 AND ON THE PROPERTY OF
      COLDSTREAM FARM, WHICH IS A RESEARCH FARM OF THE UNIVERSITY OF KENTUCKY.

      TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 64, INTERSTATE 75 AND KENTUCKY STATE HIGHWAY 922, GO SOUTH
      ON HIGHWAY 922 FOR 0.56 KM (0.35 MILE) TO A FARM ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON FARM ROAD FOR
      0.32 KM (0.2 MILE) TO A FORK, BEAR RIGHT AND CONTINUE ON WINDING BLACKTOP ROAD FOR 0.32 KM (0.2 MILE) TO WHERE
      ROAD TURNS SHARP LEFT AT BARN AND MACHINE SHED AREA (1200 METER POINT IS NORTHEAST OF SOUTHEAST CORNER OF BARN,
      ACROSS THE PASTURE TO FENCE LINE).  TO REACH REST OF BASE LINE CONTINUE NORTHERLY ON BLACKTOP ROAD FOR 0.32 KM
      (0.2 MILE) TO DOUBLE GATE ON THE RIGHT NEAR BUILDING 3140 (800 METER POINT IS IN PEN ON LEFT ABOUT 42.7 M
      (140 FT) EAST OF GATE AND 0.9 M (3.0 FT) NORTH OF FENCE).  CONTINUE NORTHERLY 0.16 KM (0.1 MILE) TO BARN ON RIGHT
      AND GRAIN BIN COMPLEX ON LEFT, HERE CONTINUE NORTHERLY ON WINDING BLACKTOP ROAD FOR 0.48 KM (0.3 MILE) TO 150 METER POINT
      ON RIGHT (ACROSS DITCH), CONTINUE NORTHERLY 0.16 KM (0.1 MILE) TO AN OLD BRIDGE ACROSS IRRIGATION DITCH ON THE
      RIGHT AND 0 METER POINT.

      THE 0 METER POINT IS 49 FEET NORTHWEST OF A 40-INCH HACKBERRY TREE, 44 FEET NORTHEAST OF THE CENTER OF THE ROAD,
      23 FEET SOUTHWEST OF A WIRE FENCE AND 19 FEET NORTHEAST OF THE NORTH END OF A CONCRETE BRIDGE OVER A SMALL STREAM.

      ALL THE MARKS ARE STANDARD NGS VERTICAL CONTROL DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE
      GROUND.  EACH POINT HAS A DISK SET 42 INCHES BELOW THE GROUND.

      THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1200 METER POINTS.  THE FROM AND TO STATION NAMES (THE METER POINT
      DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES.  IT IS A NORTHWEST-SOUTHEAST LINE
      WITH THE 0 METER POINT ON THE NORTHWEST END.

      THE BASE LINE WAS ESTABLISHED TO BE USED BY THE LOCAL SURVEYORS.  FOR FURTHER INFORMATION, CONTACT MR. FLOYD K.
      STUART AT P.O. BOX 851, MIDDLESBORO, KENTUCKY  40965.  MR. STUART IS THE AREA MARK MAINTENANCE MAN FOR THE
      NATIONAL GEODETIC SURVEY (NGS).

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N380842
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  LEXINGTON CBL             KENTUCKY
 ROCKVILLE MD 20852 - SEPTEMBER 2, 1993            PROJECT ACCESSION NUMBER:  15458                  FAYETTE COUNTY
                                                   NEAREST TOWN:  LEXINGTON

                                                LIST OF ADJUSTED DISTANCES  (AUGUST 17, 1993)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0 M                              269.573 150 M                            270.195      150.0024       150.0037       0.1
    0 M                              269.573 791 M                            274.124      790.9675       790.9806       0.1
    0 M                              269.573 1184 M                           282.626     1183.6744      1183.7464       0.2

    150 M                            270.195 791 M                            274.124      640.9651       640.9771       0.1
    150 M                            270.195 1184 M                           282.626     1033.6719      1033.7467       0.1

    791 M                            274.124 1184 M                           282.626      392.7065       392.7986       0.1

 DESCRIPTION OF LEXINGTON BASE LINE
 YEAR MEASURED: 1975
 YEAR REMEASURED: 1981, 1993
 CHIEF OF PARTY: KM

 THE BASE LINE IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTH OF LEXINGTON IN THE SOUTHWEST ANGLE OF INTERSTATE HIGHWAYS 64 AND 75 (EXIT 115)
 AND STATE HIGHWAY 922 ON THE PROPERTY OF THE UNIVERSITY OF KENTUCKY AGRICULTURAL EXPIREMENT STATION RESEARCH FARM.  THE BASE LINE
 RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE SOUTHERN INTERSTATE RIGHT-OF-WAY FENCE BETWEEN CANE RUN CREEK AND THE EASTBOUND
 LANE EXIT 115 OFF-RAMP.

 THE BASE LINE IS A WEST-NORTHWEST, EAST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE WEST-NORTHWEST END.  IT CONSISTS OF THE 0, 150,
 791, AND 1184 METER POINTS.

 TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAYS 64 AND 75 AND STATE HIGHWAY 922 (NEWTOWN PIKE), LOCATED NORTH OF
 LEXINGTON, GO SOUTH ON STATE HIGHWAY 922 FOR 0.55 KM (0.34 MI) TO THE INTERSECTION OF A PAVED FARM ROAD FOR THE UNIVERSITY RESEARCH
 FARM ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE PAVED FARM ROAD FOR 0.33 KM (0.21 MI) TO A FORK.  TAKE THE RIGHT FORK AND
 MEANDER NORTHERLY ON THE PAVED FARM ROAD FOR 0.28 KM (0.17 MI) TO WHERE THE ROAD TURNS NINETY DEGREES TO THE LEFT AND RUNS BETWEEN A
 FARM MACHINERY BUILDING ON THE LEFT AND A LARGE WOODEN BARN ON THE RIGHT.  TURN LEFT AND CONTINUE NORTHWEST PASSING BETWEEN THE
 BUILDING AND THE BARN ON THE PAVED FARM ROAD FOR 0.37 KM (0.23 MI) TO BUILDING NO. 3140 ON THE LEFT AND A CONCRETE CULVERT OVER A
 SMALL STREAM.  CONTINUE NORTHWESTERLY ON THE PAVED FARM ROAD PASSING BARN NO. 3149 ON THE RIGHT AND BUILDINGS 3147 AND 3001 ON THE
 LEFT FOR 0.40 KM (0.25 MI) TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHWEST ON THE PAVED FARM ROAD FOR 0.39 KM (0.24 MI) TO THE
 0-METER POINT ON THE RIGHT NEAR THE EAST EDGE OF AN ABANDONED PAVED FARM ROAD.

 THE 0-METER POINT IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED "0 M" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.7 M (44.9 FT) NORTHEAST OF THE CENTERLINE OF A PAVED FARM ROAD, 6.8 M (22.3 FT)
 SOUTHWEST OF A FIBERGLASS WITNESS POST IN A METAL RIGHT-OF-WAY FENCE, 5.9 M (19.4 FT) EAST OF THE NORTHWEST CORNER OF A CONCRETE
 CULVERT OVER A STREAM, 5.6 M (18.4 FT) NORTH OF THE NORTHEAST CORNER OF A CONCRETE CULVERT OVER A STREAM, AND 1.2 M (3.9 FT) EAST OF
 THE EASTERN EDGE OF AN ABANDONED PAVED FARM ROAD.

 THE 150-METER POINT IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED "150 M" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43.5 M (142.7 FT) EAST OF A FIRE HYDRANT, 20.3 M (66.6 FT) NORTHEAST OF THE
 CENTERLINE OF A PAVED FARM ROAD, 14.0 M (45.9 FT) NORTHEAST OF THE CENTER OF A SMALL STREAM, 12.9 M (42.3 FT) NORTH OF A LARGE TWIN
 ELM TREE, 11.7 M (38.4 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST IN A METAL RIGHT-OF-WAY FENCE, AND 6.9 M (22.6 FT) SOUTHWEST OF A
 METAL WITNESS POST IN A LINE OF SYCAMORE TREES.

 THE 791-METER POINT IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED "791 M" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE
 POST FLUSH WITH THE SURFACE OF THE GROUND THAT IS SURROUNDED BY A 3.0 M (9.8 FT) BY 3.0 M (9.8 FT) WOODEN FENCE.  IT IS 63.9 M
 (209.6 FT) NORTHEAST OF THE NORTHERN CORNER OF BUILDING NO. 3140, 47.5 M (155.8 FT) NORTHEAST OF THE CENTERLINE A PAVED FARM ROAD,
 12.9 M (42.3 FT) SOUTHWEST OF A METAL FENCE CORNER, AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN A METAL FENCE.

1THE 1184-METER POINT IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED "1184 M" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER
 CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND THAT IS SURROUNDED BY A 3.3 M (10.8 FT) BY 3.3 M (10.8 FT)
 WOODEN FENCE.  IT IS 116.3 M (381.6 FT) EAST OF THE SOUTHEAST CORNER OF A LARGE WOODEN BARN, 23.8 M (78.1 FT) SOUTH OF A METAL LIGHT
 POST, 23.5 M (77.1 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES EXIT 115 OFF-RAMP, 14.0 M (45.9 FT) WEST OF THE SOUTHERN
 SUPPORT POST FOR A METAL EXPRESSWAY SIGN, AND 0.7 M (2.3 FT) SOUTHWEST OF A METAL WITNESS POST IN A METAL RIGHT-OF-WAY FENCE.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.

 THIS CALIBRATION BASE LINE WAS REMEASURED WITH ASSISTANCE FROM THE BLUEGRASS CAPITOL CHAPTER OF THE KENTUCKY ASSOCIATION OF
 PROFESSIONAL SURVEYORS.  FOR MORE INFORMATION PLEASE CONTACT MR. PERRY SEMONES, SURVEY COORDINATOR, KENTUCKY TRANSPORTATION CABINET,
 DIVISION OF DESIGN, 6TH FLOOR STATE OFFICE BUILDING, FRANKFORT, KY 40622.  TELEPHONE 502-564-3280, OR CONTACT MR. LARRY LYNCH,
 ENGINEERING FIELD SERVICES, 1220 SOUTH BROADWAY, SUITE 501, LEXINGTON, KY 40504, TELEPHONE 606-231-3772.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N380842
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  LEXINGTON CBL             KENTUCKY
 SILVER SPRING MD 20910 - JULY 11, 2002            PROJECT ACCESSION NUMBER:  15458                  FAYETTE COUNTY
                                                   NEAREST TOWN:  LEXINGTON
 
                                               LIST OF ADJUSTED DISTANCES  (MAY 28, 2002)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0 M                              269.573 150M                             270.195      150.0010       150.0023        .1
    0 M                              269.573 791 M                            274.124      790.9693       790.9824        .1
    0 M                              269.573 1184 M                           282.626     1183.6706      1183.7425        .2
 
    150M                             270.195 791 M                            274.124      640.9682       640.9803        .1
    150M                             270.195 1184 M                           282.626     1033.6695      1033.7442        .1
 
    791 M                            274.124 1184 M                           282.626      392.7009       392.7929        .1
 
 DESCRIPTION OF LEXINGTON BASE LINE
 YEAR MEASURED: 1975
 YEAR REMEASURED: 1981, 1993, 2001
 LATITUDE: 38 06 21 N
 LONGITUDE: 84 29 55 W
 AZIMUTH: 123 DEGREES TRUE NORTH
 CHIEF OF PARTY: JRM
 
 THE BASE LINE IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTH OF LEXINGTON IN THE SOUTHWEST ANGLE OF INTERSTATE HIGHWAYS 64 AND 75 (EXIT
 115) AND STATE HIGHWAY 922 ON THE PROPERTY OF THE LEXINGTON-FAYETTE URBAN COUNTY GOVERNMENT, DIVISION OF PARKS AND RECREATION,
 COLDSTREAM PARK.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE SOUTHERN INTERSTATE RIGHT-OF-WAY FENCE BETWEEN
 CANE RUN CREEK AND THE EASTBOUND LANE EXIT 115 OFF-RAMP.
 
 THE BASE LINE IS A WEST-NORTHWEST, EAST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE WEST-NORTHWEST END.  IT CONSISTS OF THE 0,
 150, 791, AND 1184 METER POINTS.
 
 TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAYS 64 AND 75 AND STATE HIGHWAY 922 (NEWTOWN PIKE), LOCATED
 NORTH OF LEXINGTON, GO SOUTH ON STATE HIGHWAY 922 FOR 0.55 KM (0.34 MI) TO THE INTERSECTION OF ARISTEDES BOULEVARD ON THE RIGHT.
 TURN RIGHT AND GO NORTHWEST ON ARISTEDES BOULEVARD FOR 0.56 KM (0.35 MI) TO INTERSECTION WITH MCGRATLIANA PARKWAY.  TURN RIGHT
 AND GO NORTH ON MCGRATLIANA PARKWAY FOR 0.16 KM (0.10 MI) TO COLDSTREAM PARK ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 ON THE PARK ENTRANCE ROAD FOR 0.40 KM (0.25 MI) TO ENTRANCE SIGN FOR COLDSTREAM PARK. CONTINUE ON PARK ROAD FOR 0.16 KM (0.1 MI)
 TO A FORK.  TAKE LEFT FORK AND CONTINUE NORTHWEST ON PARK ROAD 0.08 KM (0.05 MI) TO ANOTHER FORK.  TAKE LEFT FORK AND CONTINUE
 WEST ON PARK ROAD FOR 0.89 KM ( 0.55 MI) TO A METAL GATE.  PASS THROUGH GATE AND CONTINUE NORTHWEST ON PARK ROAD FOR 0.24 KM
 (0.15 MI) TO A BRIDGE ON THE RIGHT CROSSING A STREAM. TURN RIGHT AND CROSS OVER BRIDGE.  THE 0-METER POINT IS NORTHEAST OF THE
 NORTHEAST CORNER OF THE BRIDGE AND NEAR THE EAST EDGE OF AN ABANDONED PAVED ROAD.
 
 THE 0-METER POINT IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED "0 M" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.7 M (44.9 FT) NORTHEAST OF THE CENTERLINE OF A PAVED FARM ROAD, 8.8 M (28.9 FT)
 SOUTH SOUTHEAST OF SEWAGE FORCE MAIN MARKER, 6.8 M (22.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST IN A METAL RIGHT-OF-WAY FENCE,
 5.9 M (19.4 FT) EAST OF THE NORTHWEST CORNER OF A CONCRETE CULVERT OVER A STREAM, 5.6 M (18.4 FT) NORTH OF THE NORTHEAST CORNER OF
 A CONCRETE CULVERT OVER A STREAM, AND 1.2 M (3.9 FT) EAST OF THE EASTERN EDGE OF AN ABANDONED PAVED ROAD.
 
 THE 150-METER POINT IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED "150 M" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43.5 M (142.7 FT) EAST OF A FIRE HYDRANT, 20.3 M (66.6 FT) NORTHEAST OF THE
 CENTERLINE OF A PAVED PARK ROAD, 14.0 M (45.9 FT) NORTHEAST OF THE CENTER OF A SMALL STREAM, 11.7 M (38.4 FT) SOUTHWEST OF A
 FIBERGLASS WITNESS POST IN A METAL RIGHT-OF-WAY FENCE, AND 6.9 M (22.6 FT) SOUTHWEST OF A METAL WITNESS POST IN A LINE OF SYCAMORE
 TREES.
 
1THE 791-METER POINT IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED "791 M" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE
 POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63.9 M (209.6 FT) NORTHEAST OF THE NORTHERN CORNER OF A 3.4 M (11.15 FT) BY 3.4 M
 (11.15 FT) STUCCO BUILDING, 47.5 M (155.8 FT) NORTHEAST OF THE CENTERLINE A PAVED PARK ROAD, 12.9 M (42.3 FT) SOUTHWEST OF A METAL
 FENCE CORNER, AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN A METAL FENCE.
 
 THE 1184-METER POINT IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED "1184 M" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE
 POST THAT IS FLUSH THE SURFACE OF THE GROUND.  IT IS 23.8 M (78.1 FT) SOUTH OF A METAL LIGHT POST, 23.5 M (77.1 FT) SOUTHWEST OF THE
 CENTERLINE OF THE EASTBOUND LANES EXIT 115 OFF-RAMP, 14.0 M (45.9 FT) WEST OF THE SOUTHERN SUPPORT POST FOR A METAL EXPRESSWAY SIGN,
 1.4 M (4.6 FT) SOUTHEAST OF A WOODEN FENCE POST, AND 0.7 M (2.3 FT) SOUTHWEST OF A METAL WITNESS POST IN A METAL RIGHT-OF-WAY FENCE.
 
 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.
 
 THIS CALIBRATION BASE LINE WAS REMEASURED WITH ASSISTANCE FROM THE BLUEGRASS CHAPTER OF THE KENTUCKY ASSOCIATION OF PROFESSIONAL
 SURVEYORS (KAPS).  FOR MORE INFORMATION PLEASE CONTACT KAPS OFFICE LOCATED AT 124 WALNUT STREET, FRANKFORT, KY 40601, TELEPHONE
 1-800-866-3029 OR CONTACT ROSS MACKAY, NGS KENTUCKY GEODETIC ADVISOR, TELEPHONE 502-573-0189.
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N370842
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  LONDON CBL                KENTUCKY
 SILVER SPRING MD 20910 - JULY 11, 2002            PROJECT ACCESSION NUMBER:  15458                  LAUREL COUNTY
                                                   NEAREST TOWN:  LONDON
 
                                               LIST OF ADJUSTED DISTANCES  (MAY 28, 2002)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0 1998                           361.707 150 1998                         361.740      150.0052       150.0052        .1
    0 1998                           361.707 430 1998                         363.892      429.9986       430.0042        .2
    0 1998                           361.707 1200 1998                        368.345     1199.9891      1200.0074        .3
 
    150 1998                         361.740 430 1998                         363.892      279.9934       280.0017        .1
    150 1998                         361.740 1200 1998                        368.345     1049.9838      1050.0045        .2
 
    430 1998                         363.892 1200 1998                        368.345      769.9904       770.0033        .1
 
 DESCRIPTION OF LONDON BASE LINE
 YEAR MEASURED: 2001
 LATITUDE: 37 05 21.3 N
 LONGITUDE: 084 04 28.5 W
 AZIMUTH: 228 DEGREES TRUE NORTH
 CHIEF OF PARTY: JRM
 
 THE BASE LINE IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH OF LONDON, KY AT THE LONDON/CORBIN AIRPORT (MAGEE FIELD), 17.7 KM (11 MI) NORTH
 OF CORBIN, KY, 46.8 KM (29 MI) EAST OF SOMERSET, KY AND 27.4 KM (17 MI) WEST OF MANCHESTER, KY.
 
 THE BASE LINE IS AN EAST-WEST BASE LINE WITH THE 0-METER POINT ON THE EAST END.  IT CONSISTS OF THE 0, 150, 430, AND 1200 METER POINTS.
 
 TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. ROUTE 25 AND STATE ROUTE 192, LOCATED ABOUT 2.6 KM (1.6 MI) SOUTH FROM THE LAUREL
 COUNTY COURT HOUSE, GO SOUTH ON U.S. ROUTE 25 FOR 1.4 KM (0.9 MI)TO STATE ROUTE 2069.  TURN RIGHT ON STATE ROUTE 2069 AND GO WEST FOR
 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 2389 (C.A.P. DRIVE).  TURN LEFT ON STATE ROUTE 2389 AND GO SOUTH FOR 0.6 KM (0.4 MI) TO
 THE JUNCTION OF THE AIRPORT SECURITY GATE.  GO THROUGH THE GATE AND GO SOUTH 84 M (275 FT) TO THE 0-METER POINT OF THE BASE LINE.
 
 THE 0-METER POINT IS A 3 INCH DIAMETER BRASS DISK STAMPED "0-1998" SET IN THE TOP OF A 30 CM (12 IN) SQUARE CONCRETE POST FLUSH WITH
 THE SURFACE OF THE GROUND.  IT IS 15.2 M (50 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE FUEL STORAGE RESERVOIR, 11.0 M
 (36 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE FUEL STORAGE RESERVOIR, 3.6 M (12 FT) SOUTHWEST OF THE EDGE OF THE ASPHALT
 TARMAC, AND 7.6 M (25 FT) NORTHWEST OF THE TARMAC BLUE LIGHT STRUCTURE.
 
 THE 150-METER POINT IS A 3 INCH DIAMETER BRASS DISK STAMPED "150-1998" SET IN THE TOP OF A 30 CM (12 IN) SQUARE CONCRETE POST FLUSH
 WITH THE SURFACE OF THE GROUND.  IT IS 137.8 M (452 FT) NORTHEAST OF NATIONAL OCEAN SURVEY MONUMENT ARP 2 LDZ, 39.3 M (129 FT) SOUTH
 OF EASTERN CONCRETE DRAINAGE HEAD WALL, 30.2 M (99 FT) SOUTH OF WESTERN CONCRETE DRAINAGE HEAD WALL, 32.0 M (105 FT) NORTHWEST OF THE
 EDGE OF THE ASPHALT RUNWAY.
 
 THE 430-METER POINT IS A 3 INCH DIAMETER BRASS DISK STAMPED "430-1998" SET IN THE TOP OF A 30 CM (12 IN) SQUARE CONCRETE POST FLUSH
 WITH THE SURFACE OF THE GROUND.  IT IS 142.9 M (469 FT) NORTHEAST OF NATIONAL OCEAN SERVICE MONUMENT ARP 2 LDZ, 31.7 M (104 FT)
 NORTHWEST OF THE EDGE OF THE ASPHALT RUNWAY, 29.0 M (95 FT) NORTHWEST OF A CLEAR AIRPORT RUNWAY LIGHT, AND 25.9 M (85 FT) SOUTHEAST
 OF A PAINTED METAL FENCE POST.
 
 THE 1200-METER POINT IS A 3 INCH DIAMETER BRASS DISK STAMPED "1200-1998" SET IN THE TOP OF A 30 CM (12 IN) SQUARE CONCRETE POST FLUSH
 WITH THE SURFACE OF THE GROUND.  IT IS 31.1 M (102 FT) NORTHWEST OF THE EDGE OF ASPHALT RUNWAY CORNER (END), 29.6 M (97 FT) NORTHWEST
 OF A RED/GREEN AIRPORT RUNWAY LIGHT, 25.3 M (83 FT) SOUTHEAST OF GRASS DRAINAGE DITCH, AND 18.0 M (59 FT) NORTH OF A CONCRETE PAD
 WITH LIGHT STRUCTURE.
 
1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.   ELEVATIONS ARE FOR CBL USE ONLY.
 
 NOTE: BEFORE USING BASE LINE, CONTACT DAVID DEATON AT THE LONDON/CORBIN FLIGHT TERMINAL BUILDING OR CALL 606-878-9100.
 
 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SOUTHEAST CHAPTER OF THE KENTUCKY ASSOCIATION OF PROFESSIONAL
 SURVEYORS.
 
 FOR MORE INFORMATION PLEASE CONTACT KENTUCKY NGS GEODETIC ADVISOR, J. ROSS MACKAY, NATIONAL GEODETIC SURVEY, OFFICE FOR GEOGRAPHIC
 INFORMATION, 21 MILLCREEK PARK, FRANKFORT, KY 40601, PHONE: 502-573-0189 OR CONTACT THE SOUTHEAST CHAPTER, KENTUCKY ASSOCIATION OF
 PROFESSIONAL SURVEYORS, 124 WALNUT STREET, FRANKFORT, KY 40603, PHONE: 1-800-866-3029.
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N380853
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  LOUISVILLE CBL            KENTUCKY
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  15458                  JEFFERSON COUNTY
                                                   NEAREST TOWN:  PLEASURE RIDGE PARK

                                                LIST OF ADJUSTED DISTANCES  (OCTOBER 31, 1989)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0                                137.000  150                              137.105      150.0299       150.0300       0.1
    0                                137.000  430                              137.570      430.0229       430.0232       0.3
    0                                137.000  1000                             136.739     1000.0315      1000.0315       0.5

    150                              137.105  430                              137.570      279.9929       279.9933       0.3
    150                              137.105  1000                             136.739      850.0016       850.0017       0.5

    430                              137.570  1000                             136.739      570.0087       570.0093       0.3

 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASE LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.

 DESCRIPTION OF LOUISVILLE BASE LINE
 YEAR MEASURED: 1989
 CHIEF OF PARTY: LPB

 THE BASE LINE IS LOCATED ABOUT 17.7 KM (11.0 MI) SOUTHWEST OF LOUISVILLE, 8.9 KM (5.5 MI) SOUTHWEST OF SHIVELY, AND 4.8 KM (3.0 MI)
 WEST OF PLEASURE RIDGE PARK.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1000 METER POINTS
 WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED BETWEEN AND IN LINE WITH THE 0 AND 150-METER POINTS.  ALL THE POINTS ARE SET ON A
 LINE NEAR THE WEST BASE OF THE FLOODWALL ALONG THE OHIO RIVER.

 TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE 264 AND US HIGHWAY 60-31W (DIXIE HWY) GO SOUTH 5.3 KM (3.3 MI) ON US
 HIGHWAY 60-31W TO THE INTERSECTION OF GREENWOOD ROAD.  TURN RIGHT ONTO GREENWOOD ROAD AND GO 5.0 KM (3.1 MI) WEST TO THE
 INTERSECTION OF CANE RUN ROAD.  CONTINUE ON GREENWOOD ROAD FOR 0.6 KM (0.35 MI) TO THE PARKING LOT FOR A CITY PARK ON THE RIGHT.
 TURN RIGHT INTO THE PARKING LOT AND CONTINUE 0.08 KM (0.05 MI) ACROSS THE LOT TO A LOCKED CHAIN GATE.  GO THROUGH THE GATE, BEAR TO
 THE EXTREME RIGHT, AND GO 0.2 KM (0.1 MI) TO THE 0-METER POINT LOCATED NEAR THE WEST BASE OF THE FLOODWALL AND NORTH BASE OF
 GREENWOOD ROAD EMBANKMENT.  THE 150-METER POINT IS 0.15 KM (0.09 MI) NORTH OF THE 0-METER POINT.

 TO REACH THE 430 AND 1000-METER POINTS FROM THE INTERSECTION OF GREENWOOD ROAD AND CANE RUN ROAD, GO NORTH ON CANE RUN ROAD FOR 1.2
 KM (0.75 MI) TO THE INTERSECTION OF PORT ROAD ON THE LEFT.  TURN LEFT ONTO PORT ROAD AND GO WEST 0.5 M (0.3 MI) THROUGH THE
 FLOODGATE TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT ONTO THE GRAVEL ROAD AND GO 0.7 KM (0.45 MI) SOUTH TO A CURVE RIGHT AND A DIRT
 DRIVEWAY TO THE LEFT.  TURN LEFT ONTO THE DIRT DRIVEWAY, THEN BEAR SLIGHTLY TO THE RIGHT PASSING UNDER AN ELEVATED CONVEYOR SYSTEM,
 AND GO 0.2 KM (0.1 MI) SOUTH TO THE 1000-METER POINT.  THE 430-METER POINT IS 0.57 KM (0.35 MI) SOUTH OF THE 1000-METER POINT

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 000 1989" SET IN THE TOP OF A 30 CM (12 IN)
 CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 36.3 M (119.1 FT) WEST OF THE CENTERLINE OF THE TOP OF
 THE FLOODWALL (LEVEE), 21.9 M (71.8 FT) EAST OF THE EAST EDGE OF THE PARK'S PARKING LOT, 17.6 M (57.7 FT) NORTH OF A GUARD RAIL, AND
 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 150 1989" SET IN THE TOP OF A 30 CM (12 IN)
 CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 29.2 M (95.8 FT) WEST OF THE CENTERLINE OF THE TOP OF
 THE FLOODWALL (LEVEE), 19.2 M (63.0 FT) SOUTHWEST OF A CONCRETE PUMP STATION, 7.9 M (25.9 FT) SOUTHWEST OF A REFERENCE MARK, 4.6 M
 (15.1 FT) NORTHWEST OF A REFERENCE MARK, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST.

1THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 430 1989" SET IN THE TOP OF A 30 CM (12 IN)
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 3.0 M (9.8 FT) WEST OF THE WEST BASE OF THE FLOODWALL (LEVEE), 2.7 M (8.9
 FT) WEST OF A REFERENCE MARK, AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST.

 THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 1000 1989" SET IN THE TOP OF A 30 CM (12 IN)
 CONCRETE POST RECESSED 7.0 CM (3 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 69.0 M (226.4 FT) SOUTH OF THE CENTERLINE OF AN
 ELEVATED CONVEYOR SYSTEM, 18.0 M (59.1 FT) WEST OF THE WEST BASE OF THE FLOODWALL (LEVEE), 11.7 M (38.4 FT) SOUTH OF A REFERENCE
 MARK, AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST.

 THE 100-FOOT TAPE CALIBRATION POINT IS A STANDARD LOUISVILLE METROPOLITAN SEWER DISTRICT ALUMINUM 10 CM (4 IN) DISK WITH NO STAMPING
 SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST FLUSH WITH THE GROUND.  THE 100-FOOT TAPE CALIBRATION PUNCH MARK IS APPROXIMATELY
 1.1 CM (0.43 IN) SOUTH OF THE "X" ON THE CENTER OF THE DISK.  IT IS 30.48 M (100 FT) NORTH OF THE 0-METER POINT AND 1.0 M (3.3 FT)
 WEST OF A FIBERGLASS WITNESS POST.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE SIDEWALLS OR
 TOP OF THE FLOODWALL IS STRICTLY PROHIBITED.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FALLS OF THE OHIO CHAPTER OF THE KENTUCKY ASSOCIATION OF
 PROFESSIONAL SURVEYORS AND THE JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT.  FOR MORE INFORMATION CONTACT MR. CURT BYNUM,
 METROPOLITAN SEWER DISTRICT, 400 SOUTH 6TH STREET, LOUISVILLE, KY, 40202, TELEPHONE 502-587-0591.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N380853
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  LOUISVILLE CBL            KENTUCKY
 ROCKVILLE MD 20852 - SEPTEMBER 18, 1992           PROJECT ACCESSION NUMBER:  15458                  JEFFERSON COUNTY
                                                   NEAREST TOWN:  PLEASURE RIDGE PARK

                                                LIST OF ADJUSTED DISTANCES  (SEPTEMBER 18. 1992)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    LOUISVILLE 000 1989              137.000 LOUISVILLE 150 1989              137.105      150.0302       150.0302       0.1
    LOUISVILLE 000 1989              137.000 LOUISVILLE 430 1989              137.570      430.0216       430.0219       0.1
    LOUISVILLE 000 1989              137.000 LOUISVILLE 1000 1989             136.739     1000.0296      1000.0297       0.1

    LOUISVILLE 150 1989              137.105 LOUISVILLE 430 1989              137.570      279.9913       279.9917       0.1
    LOUISVILLE 150 1989              137.105 LOUISVILLE 1000 1989             136.739      849.9994       849.9995       0.1

    LOUISVILLE 430 1989              137.570 LOUISVILLE 1000 1989             136.739      570.0081       570.0087       0.1

 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.

 DESCRIPTION OF LOUISVILLE BASE LINE
 YEAR MEASURED: 1989
 YEAR REMEASURED: 1992
 CHIEF OF PARTY: KM

 THE BASE LINE IS LOCATED ABOUT 17.7 KM (11.0 MI) SOUTHWEST OF LOUISVILLE, 8.9 KM (5.5 MI) SOUTHWEST OF SHIVELY, AND 4.8 KM (3.0 MI)
 WEST OF PLEASURE RIDGE PARK.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE WEST TOE OF THE FLOODWALL (LEVEE) FOR
 THE OHIO RIVER.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1000 METER POINTS
 WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTH OF THE 0-METER POINT.

 TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 264 (EXIT 9) AND U.S. HIGHWAY 60-31W (DIXIE HIGHWAY), LOCATED IN
 SHIVELY, GO SOUTH ON U.S. HIGHWAY 60-31W FOR 5.3 KM (3.3 MI) TO THE INTERSECTION OF GREENWOOD ROAD (STATE HIGHWAY 1931).  TURN RIGHT
 AND GO WEST ON GREENWOOD ROAD FOR 5.0 KM (3.1 MI) TO THE INTERSECTION OF CANE RUN ROAD (STATE HIGHWAY 1234).  CONTINUE WEST ON
 GREENWOOD ROAD FOR 0.6 KM (0.35 MI) TO THE PARKING AREA FOR A CITY PARK ON THE RIGHT.  TURN RIGHT INTO THE PARKING AREA AND GO NORTH
 FOR 0.08 KM (0.05 MI) TO THE NORTH END OF THE PARKING AREA AND A LOCKED CHAIN GATE.  PASS THROUGH THE GATE, BEAR TO THE EXTREME
 RIGHT, AND GO EASTERLY FOR 0.2 KM (0.1 MI) TO THE 0-METER POINT LOCATED NEAR THE WEST TOE OF THE FLOODWALL (LEVEE) AND NORTH TOE OF
 GREENWOOD ROAD EMBANKMENT.  THE 150-METER POINT IS 0.15 KM (0.09 MI) NORTH OF THE 0-METER POINT.

 TO REACH THE 430 AND 1000-METER POINTS FROM THE INTERSECTION OF GREENWOOD ROAD (STATE HIGHWAY 1931) AND CANE RUN ROAD (STATE HIGHWAY
 1234), GO NORTH ON CANE RUN ROAD FOR 1.9 KM (1.2 MI) TO THE INTERSECTION OF THE PORT ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE
 PORT ROAD FOR 0.5 KM (0.3 MI) THROUGH A A LOCKED GATE TO A GRAVEL ROAD ON THE LEFT JUST AFTER A FLOODGATE.  TURN LEFT AND GO SOUTH
 ON THE GRAVEL ROAD FOR 0.7 KM (0.45 MI) TO A CURVE RIGHT AND A DIRT DRIVEWAY TO THE LEFT.  TURN LEFT ONTO THE DIRT DRIVEWAY, THEN
 BEAR SLIGHTLY TO THE RIGHT, AND GO SOUTH FOR 0.2 KM (0.1 MI) PASSING UNDER AN ELEVATED CONVEYOR SYSTEM TO THE 1000-METER POINT.  THE
 430-METER POINT IS 0.57 KM (0.35 MI) SOUTH OF THE 1000-METER POINT.

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 000 1989" SET IN THE TOP OF A 30 CM (12 IN)
 DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 81.8 M (268.4 FT) EAST OF THE EAST EDGE OF A
 PARKING AREA, 36.3 M (119.1 FT) WEST OF THE CENTERLINE OF THE TOP OF THE FLOODWALL (LEVEE), 17.6 M (57.7 FT) NORTH OF A METAL GUARD
 RAIL, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 150 1989" SET IN THE TOP OF A 30 CM (12 IN)
 DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 49.2 M (161.4 FT) SOUTH-SOUTHWEST OF THE
 SOUTHWEST CORNER OF A CONCRETE PUMP STATION, 29.2 M (95.8 FT) WEST OF THE CENTERLINE OF THE TOP OF THE FLOODWALL (LEVEE), 4.6 M
 (15.1 FT) NORTHWEST OF A REFERENCE MARK, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST.

1THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 430 1989" SET IN THE TOP OF A 30 CM (12 IN)
 DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 3.0 M (9.8 FT) WEST OF THE WEST TOE OF THE FLOODWALL (LEVEE),
 2.7 M (8.9 FT) WEST OF A REFERENCE MARK, AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST.

 THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 1000 1989" SET IN THE TOP OF A 30 CM (12 IN)
 DIAMETER CONCRETE POST RECESSED 7 CM (3 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 69.0 M (226.4 FT) SOUTH OF THE CENTERLINE OF AN
 ELEVATED CONVEYOR SYSTEM, 18.0 M (59.1 FT) WEST OF THE WEST TOE OF THE FLOODWALL (LEVEE), 11.7 M (38.4 FT) SOUTH OF A REFERENCE
 MARK, AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST.

 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD ALUMINUM LOUISVILLE METROPOLITAN SEWER DISTRICT DISK 10 CM (4 IN) IN DIAMETER
 WITH NO STAMPING SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE 100-FOOT TAPE
 CALIBRATION PUNCH MARK IS APPROXIMATELY 1.1 CM (0.43 IN) SOUTH OF THE "X" ON THE CENTER OF THE DISK.  IT IS 48.1 M (157.8 FT) NORTH
 OF A METAL GUARD RAIL, 36.3 (119.1 FT) WEST OF THE CENTERLINE OF THE TOP OF THE FLOODWALL (LEVEE), AND 1.0 M (3.3 FT) WEST OF A
 FIBERGLASS WITNESS POST. THE 100-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 30.479 M (100.00 FT) FROM THE 0-
 METER POINT (MARK TO MARK DISTANCE).

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE SIDEWALLS OR
 TOP OF THE FLOODWALL IS STRICTLY PROHIBITED.  THE LOCAL POINT OF CONTACT CAN PROVIDE A KEY FOR ACCESS TO THE BASE LINE.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FALLS OF THE OHIO CHAPTER OF THE KENTUCKY ASSOCIATION OF
 PROFESSIONAL SURVEYORS AND THE JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT.  FOR MORE INFORMATION PLEASE CONTACT MR. CURT BYNUM,
 METROPOLITAN SEWER DISTRICT, 400 SOUTH SIXTH STREET, LOUISVILLE, KY 40202, TELEPHONE 502-540-6000, OR CONTACT MR. VIC MCCAULEY,
 H.E. RUDY ENGINEERS, 300 WEST MAIN STREET (SUITE 600), LOUISVILLE, KY 40202, TELEPHONE 502-584-4118.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N380853
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  LOUISVILLE CBL            KENTUCKY
 SILVER SPRING MD 20910 - JULY 11, 2002            PROJECT ACCESSION NUMBER:  15458                  JEFFERSON COUNTY
                                                   NEAREST TOWN:  PLEASURE RIDGE PARK
 
                                               LIST OF ADJUSTED DISTANCES  (May 28, 2002)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)
 
    LOUISVILLE 000 1989              137.000 LOUISVILLE 150 1989              137.105      150.0277       150.0278        .1
    LOUISVILLE 000 1989              137.000 LOUISVILLE 430 1989              137.570      430.0214       430.0218        .2
    LOUISVILLE 000 1989              137.000 LOUISVILLE 1000 1989             136.739     1000.0257      1000.0258        .3
 
    LOUISVILLE 150 1989              137.105 LOUISVILLE 430 1989              137.570      279.9937       279.9941        .1
    LOUISVILLE 150 1989              137.105 LOUISVILLE 1000 1989             136.739      849.9980       849.9981        .2
 
    LOUISVILLE 430 1989              137.570 LOUISVILLE 1000 1989             136.739      570.0044       570.0050        .1
 
 DESCRIPTION OF LOUISVILLE BASE LINE
 YEAR MEASURED: 1989
 YEAR REMEASURED: 1992, 2001
 LATITUDE: 38 08 51 NORTH
 LONGITUDE: 85 54 02 WEST
 AZIMUTH: 5 DEGREES TRUE NORTH
 CHIEF OF PARTY: RM
 
 THE BASE LINE IS LOCATED ABOUT 17.7 KM (11.0 MI) SOUTHWEST OF LOUISVILLE, 8.9 KM (5.5MI) SOUTHWEST OF SHIVELY, AND 4.8 KM (3.0 MI)
 WEST OF PLEASURE RIDGE PARK.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE WEST TOE OF THE FLOOD WALL (LEVEE)
 FOR THE OHIO RIVER.
 
 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1000 METER POINTS
 WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTH OF THE 0-METER POINT.
 
 TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 264 (EXIT 8) AND U.S. HIGHWAY 60-31W (DIXIE HIGHWAY), LOCATED IN
 SHIVELY, GO SOUTH ON U.S. HIGHWAY 60-31W FOR 5.3 KM (3.3 MI) TO THE INTERSECTION OF GREENWOOD ROAD (STATE HIGHWAY 1931).  TURN RIGHT
 AND GO WEST ON GREENWOOD ROAD FOR 5.0 KM (3.1 MI) TO THE INTERSECTION OF CANE RUN ROAD (STATE HIGHWAY 1934). CONTINUE WEST ON
 GREENWOOD ROAD FOR 0.6 KM (0.35 MI) TO THE PARKING AREA FOR A CITY PARK ON THE RIGHT.  TURN RIGHT INTO THE PARKING AREA AND GO NORTH
 FOR 0.08 KM (0.05 MI) TO THE NORTH END OF THE PARKING AREA AND A LOCKED CHAIN GATE.  PASS THROUGH THE GATE, BEAR TO THE EXTREME
 RIGHT, AND GO EASTERLY FOR 0.2 KM (0.1 MI) TO THE 0-METER POINT LOCATED NEAR THE WEST TOE OF THE FLOOD WALL (LEVEE) AND NORTH TOE OF
 GREENWOOD ROAD EMBANKMENT.  THE 150-METER POINT IS 0.15 KM (0.09 MI) NORTH OF THE 0-METER POINT.  TO REACH THE 430 AND 1000-METER
 POINTS FROM THE INTERSECTION OF GREENWOOD ROAD (STATE HIGHWAY 1931) AND CANE RUN ROAD (STATE HIGHWAY 1230), GO NORTH ON CANE RUN ROAD
 FOR 1.9 KM (1.2 MI) TO THE INTERSECTION OF THE PORT ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE PORT ROAD FOR 0.5 KM (0.3 MI)
 THROUGH A LOCKED GATE TO A GRAVEL ROAD ON THE LEFT JUST AFTER A FLOODGATE.  TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.7 KM
 (0.45 MI) TO A CURVE RIGHT AND A DIRT DRIVEWAY TO THE LEFT. TURN LEFT ONTO THE DIRT DRIVEWAY, THEN BEAR SLIGHTLY TO THE RIGHT, AND
 GO SOUTH FOR 0.2 KM (0.1 MI) PASSING UNDER AN ELEVATED CONVEYOR SYSTEM TO THE 1000-METER POINT.  THE 430-METER POINT IS 0.57 KM
 (0.35 MI) SOUTH OF THE 1000-METER POINT.
 
 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 000 1989" SET IN THE TOP OF A 30 CM (12 IN)
 DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 81.8 M (268.4 FT) EAST OF THE EAST EDGE OF A
 PARKING AREA, 36.3 M (119.1 FT) WEST OF THE CENTERLINE OF THE TOP OF THE FLOOD WALL (LEVEE), 17.6 M (57.7 FT) NORTH OF A METAL GUARD
 RAIL, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 
1THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 150 1989" SET IN THE TOP OF A 30 CM (12 IN)
 DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 49.2 M (161.4 FT) SOUTH-SOUTHWEST OF THE
 SOUTHWEST CORNER OF A CONCRETE PUMP STATION, 29.2 M (95.8 FT) WEST OF THE CENTERLINE OF THE TOP OF THE FLOOD WALL (LEVEE), 4.6 M
 (15.1 FT) NORTHWEST OF A REFERENCE MARK, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 
 THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 430 1989" SET IN THE TOP OF A 30 CM (12 IN)
 DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 3.0 M (9.8 FT) WEST OF THE WEST TOE OF THE FLOOD WALL (LEVEE),
 2.7 M (8.9 FT) WEST OF A REFERENCE MARK, AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 
 THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "LOUISVILLE 1000 1989" SET IN THE TOP OF A 30 CM (12 IN)
 DIAMETER CONCRETE POST RECESSED 7 CM (3 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 69.0 M (226.4 FT) SOUTH OF THE CENTERLINE OF AN
 ELEVATED CONVEYOR SYSTEM, 18.0 M (59.1 FT) WEST OF THE WEST TOE OF THE FLOOD WALL (LEVEE), 11.7 M (38.4 FT) SOUTH OF A REFERENCE
 MARK, AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 
 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD ALUMINUM LOUISVILLE METROPOLITAN SEWER DISTRICT DISK 10 CM (4 IN) IN DIAMETER
 WITH NO STAMPING SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE 100-FOOT TAPE
 CALIBRATION PUNCH MARK IS APPROXIMATELY 1.1 CM (0.43 IN) SOUTH OF THE "X" ON THE CENTER OF THE DISK.  IT IS 48.1 M (157.8 FT) NORTH
 OF A METAL GUARD RAIL, 36.3 (119.1 FT) WEST OF THE CENTERLINE OF THE TOP OF THE FLOOD WALL (LEVEE), AND 1.0 M (3.3 FT) WEST OF A
 FIBERGLASS WITNESS POST. THE 100-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 30.479 M (100.00 FT) FROM THE
 0-METER POINT (MARK TO MARK DISTANCE).
 
 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE SIDEWALLS OR
 TOP OF THE FLOOD WALL IS STRICTLY PROHIBITED.  THE LOCAL POINT OF CONTACT CAN PROVIDE A KEY FOR ACCESS TO THE BASE LINE.
 
 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FALLS OF THE OHIO CHAPTER OF THE KENTUCKY ASSOCIATION OF
 PROFESSIONAL SURVEYORS AND THE JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT.  FOR MORE INFORMATION PLEASE CONTACT MR. KEVIN BRIGHT,
 METROPOLITAN SEWER DISTRICT, MAINTENANCE DIVISION, 151 CABEL STREET, LOUISVILLE, KY 40206, TELEPHONE 502-540-6837 OR CONTACT MR. VIC
 MCCAULEY, TELEPHONE 812-282-4183, EMAIL: VICMAC@EPOWERC.NET.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N390843
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  PIONEER PARK CBL          KENTUCKY            
 SILVER SPRING MD 20910 - January 16, 2003         PROJECT ACCESSION NUMBER:  15458                  KENTON COUNTY       
                                                   NEAREST TOWN:  COVINGTON          

                                               LIST OF ADJUSTED DISTANCES  (January 13, 2003)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0                                152.824 486                              151.547      485.9139       485.9155        .2
    0                                152.824 986                              151.318      985.6048       985.6059        .2
    0                                152.824 1364                             157.186     1364.4197      1364.4266        .4
 
    486                              151.547 986                              151.318      499.7148       499.7149        .2
    486                              151.547 1364                             157.186      878.5179       878.5360        .2
 
    986                              151.318 1364                             157.186      378.8176       378.8631        .2

 ********************************************************************************************************************************
 *  THE PIONEER BASE LINE IS A BROKEN BASE LINE WITH THE 486 METER POINT OFF LINE TO THE NORTH OF THE 0 TO 1364 METER LINE, AND *
 *  WITH THE 986 METER POINT OFF LINE TO THE SOUTH OF THE 0 TO 1364 METER LINE.  ALL THE ADJUSTED DISTANCES LISTED ARE FROM     *
 *  MONUMENT TO MONUMENT AND NOT PROJECTED ON TO A STRAIGHT LINE.  THE FOLLOWING ANGLES WERE OBSERVED FROM THE                  *
 *  END-POINTS  AND THE 486 METER POINT:                                                                                        *
 *                                486 - 0    - 1364   000 DEG  19 MIN  45.5 SEC                                                 *
 *                               1364 - 0    - 986    000 DEG  04 MIN  35.4 SEC                                                 *
 *                               1364 - 486  - 986    000 DEG  17 MIN  21.1 SEC                                                 *
 *                                  0 - 1364 - 486    000 DEG  11 MIN   0.9 SEC                                                 *
 *                                986 - 1364 - 0      000 DEG  12 MIN   4.0 SEC                                                 *
 *                                                                                                                              *
 *  APPLY THE FOLLOWING CORRECTIONS TO THE ADJUSTED DISTANCES TO PROJECT TO THE STRAIGHT LINE BETWEEN THE 0 AND 1364 METER      * 
 *  POINTS:                                                                                                                     *
 *                               DECREASE 0 TO 486 LENGTH BY 8.0  MM                                                            * 
 *                               DECREASE 0 TO 986 LENGTH BY 0.9  MM                                                            *
 *                               DECREASE 486 TO 986 LENGTH BY 16.9 MM                                                          *
 *                               DECREASE 486 TO 1364 LENGTH BY 4.4 MM                                                          *
 *                               DECREASE 986 TO 1364 LENGTH BY 2.3 MM                                                          *
 ******************************************************************************************************************************** 

 DESCRIPTION OF PIONEER PARK BASE LINE 
 YEAR MEASURED: 2001
 LATITUDE: 39 00 14.1
 LONGITUDE: 084 32 13.7
 AZIMUTH: 030
 CHIEF OF PARTY: JRM

 THE BASE LINE IS LOCATED IN THE CITY OF COVINGTON, KENTUCKY NEXT TO KENTUCKY ROUTE #17, ABOUT 2.9 KM (1.8 MI)SOUTH OF ITS
 INTERSECTION WITH I-275, ON THE LAND OF THE KENTON COUNTY FISCAL COURT KNOWN AS PIONEER PARK. 

 THE BASE LINE IS A NORTHEAST-SOUTHWEST BASE LINE WITH THE 0 METER POINT ON THE SOUTHWEST END.  IT CONSISTS OF THE 0, 486, 986,
 AND 1364 METER POINTS. 

1TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE 275 AND KENTUCKY STATE ROUTE #17, GO SOUTH ON KENTUCKY STATE
 ROUTE #17 FOR 2.94 KM (1.83 MI) TO THE ENTRANCE TO PIONEER PARK.  TURN RIGHT INTO THE ENTRANCE AND GO TO THE END OF A SHORT
 DRIVEWAY AND TURN LEFT (SOUTH) INTO THE PARKING LOT AND GO 94.0 M (310 FT) TO THE EDGE OF THE PARKING LOT AT THE ENTRANCE GATE
 TO THE TENNIS COURT.  PARK VEHICLE AND PROCEED ON FOOT FOR 8 M (26 FT) BEYOND THE SOUTHEASTERLY CORNER OF THE LOT TO THE
 0-METER POINT.

 THE 0-METER POINT IS A SMALL CENTER-PUNCHED DOT IN THE TOP OF A NATIONAL GEODETIC SURVEY STAINLESS STEEL ROD DRIVEN INTO THE
 GROUND TO REFUSAL AND HOUSED BELOW GRADE IN AN ALUMINUM ENCLOSURE SURROUNDED WITH CONCRETE BOTH INSIDE AND OUTSIDE. 
 THE TOP OF THE ENCLOSURE IS A HINGED ALUMINUM LID WITH INTEGRAL MAGNET AND BEARING THE KAPS DESIGNATION AND STAMPED
 "STATION 1". IT IS: 8.0 M (26.4 FT) SOUTH OF THE SOUTH EDGE OF THE BITUMINOUS PARKING LOT, 3.7 M (12.1 FT) EAST OF THE EASTERLY
 EDGE OF A BITUMINOUS SIDEWALK, AND 3.7 M (12.0 FT) EAST OF A 3 INCH DIAMETER PURPLE DISK, LABELED "SURVEY MARK" AND A LARGE ARROW,
 BONDED TO THE BITUMINOUS WALKWAY.

 THE 486-METER POINT IS A SMALL CENTER-PUNCHED DOT IN THE TOP OF A NATIONAL GEODETIC SURVEY STAINLESS STEEL ROD DRIVEN INTO
 THE GROUND TO REFUSAL AND HOUSED BELOW GRADE IN AN ALUMINUM ENCLOSURE SURROUNDED WITH CONCRETE BOTH INSIDE AND OUTSIDE.  THE
 TOP OF THE ENCLOSURE IS A HINGED ALUMINUM LID WITH INTEGRAL MAGNET AND BEARING THE KAPS DESIGNATION AND STAMPED "STATION 2".
 IT IS: 17.1 M (56.2 FT) EAST OF THE CENTER OF THE SERVICE DOOR TO THE SHELTER BUILDING AND SET IN THE CENTER OF A 4 FT X 4 FT
 CONCRETE PAD AT THE NORTHEAST CORNER OF THE NORTH HANDICAPPED PARKING SPACE IN THE SOUTHBOUND TRAFFIC LANE AND 10.5 M (34.4 FT)
 WEST OF AN ORANGE FIBERGLASS SURVEY MARK WITNESS POST. 

 THE 986-METER POINT IS A SMALL CENTER-PUNCHED DOT IN THE TOP OF A NATIONAL GEODETIC SURVEY STAINLESS STEEL ROD DRIVEN INTO
 THE GROUND TO REFUSAL AND HOUSED BELOW GRADE IN AN ALUMINUM ENCLOSURE SURROUNDED WITH CONCRETE BOTH INSIDE AND OUTSIDE.  THE
 TOP OF THE ENCLOSURE IS A HINGED ALUMINUM LID WITH INTEGRAL MAGNET AND BEARING THE KAPS DESIGNATION AND STAMPED "STATION 3".
 IT IS: 25.6 M (84.0 FT) EAST OF THE EAST BANK OF BANKLICK CR., 3.5 M (11.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF AN ALUMINUM
 PEDESTRIAN BRIDGE, 2.4 M (7.8 FT) SOUTH OF AN ORANGE FIBERGLASS SURVEY MARK WITNESS POST, 1.3 M (4.4 FT) WEST OF THE WEST EDGE 
 OF A BITUMINOUS WALKWAY, AND (9.6 FT) NORTHEAST OF A SANITARY MANHOLE.

 THE 1364-METER POINT IS A SMALL CENTER-PUNCHED DOT IN THE TOP OF A NATIONAL GEODETIC SURVEY STAINLESS STEEL ROD DRIVEN INTO
 THE GROUND TO REFUSAL AND HOUSED BELOW GRADE IN AN ALUMINUM ENCLOSURE SURROUNDED WITH CONCRETE BOTH INSIDE AND OUTSIDE.  THE
 TOP OF THE ENCLOSURE IS A HINGED ALUMINUM LID WITH INTEGRAL MAGNET AND BEARING THE KAPS DESIGNATION AND STAMPED "STATION 4".
 IT IS SET IN CENTER OF A 4 FT X 6 FT CONCRETE PAD ON THE SOUTH SIDE OF THE NORTH ENTRANCE TO PIONEER PARK AND IS 5.2 M (16.9 FT)
 FROM THE WEST EDGE OF KENTUCKY STATE ROUTE #17 AND 3.8 M (12.5 FT) NORTHEAST OF AN ORANGE FIBERGLASS SURVEY MARK WITNESS POST.

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATION FOR BASE LINE WAS OBTAINED FROM KDOT BENCH
 MARK "MADISON-1", 3RD ORDER GPS, ELEV 165.290 METERS.  ELEVATION WAS TRANSFERRED TO BASE LINE STATION #1 TRIGONOMETRICALLY. 
 ON SITE ELEVATIONS WERE ESTABLISHED FROM STATION #1 USING CONVENTIONAL DOUBLE-RUN DIFFERENTIAL LEVELS WITH A CLOSING
 ERROR OF 3 MM (0.01 FT).

 ALL MARKS ARE NATIONAL GEODETIC SURVEY STAINLESS STEEL ROD DRIVEN INTO THE GROUND TO REFUSAL AND HOUSED BELOW GRADE IN
 AN ALUMINUM ENCLOSURE SURROUNDED WITH CONCRETE BOTH INSIDE AND OUT.  THE TOP OF THE ENCLOSURE IS A HINGED ALUMINUM LID
 WITH INTEGRAL MAGNET AND BEARING THE KAPS DESIGNATION AND STAMPED WITH THE RESPECTIVE STATION NUMBER. NOTE: THE LID IS
 SECURED WITH A 1/4"x3/4"  LONG FLATHEAD STAINLESS STEEL BOLT REQUIRING A MEDIUM SIZE PHILLIPS SCREWDRIVER TO OPEN.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE KENTUCKY ASSOCIATION OF PROFESSIONAL SURVEYORS (KAPS) AND THE
 NATIONAL GEODETIC SURVEY.  FOR TECHNICAL INFORMATION, KEYS TO ACCESS THE MONUMENTS, QUESTIONS, OR REPORT DAMAGE, PLEASE
 CONTACT JOHN ROSS, P.O. BOX 7063, CYNTHIANA, KY 41031 OR CALL 859-234-6510 OR CONTACT ANY OTHER KAPS NORTHERN KY CHAPTER
 MEMBER OR KAPS AT 1-800-866-3029 OR 1-502-695-2349.