STATE OF HAWAII
1                                                              CONTENTS

           BASE LINE DESIGNATION                      STATE                    COUNTY                    QUAD

           HILO                                       HAWAII                   HAWAII                    N191551
           IROQUOIS POINT                             HAWAII                   OAHU                      N211582
           KAHULUI                                    HAWAII                   MAUI                      N201564
           KONA                                       HAWAII                   HAWAII                    N191561
           MANA                                       HAWAII                   KAUAI                     N221593
 
1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N191551
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  HILO                      HAWAII
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G17190                 HAWAII COUNTY

                                                LIST OF ADJUSTED DISTANCES (JUNE 11, 1985)

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

           0                         83.563       150                          81.372    150.0146        150.0306       0.1
           0                         83.563       430                          79.845    430.0093        430.0254       0.5
           0                         83.563       915                          76.239    915.3897        915.4190       0.7

         150                         81.372       430                          79.845    279.9958        280.0000       0.5
         150                         81.372       915                          76.239    765.3757        765.3929       0.7

         430                         79.845       915                          76.239    485.3805        485.3939       0.4

 ******************************************************************************************************************************
 *  THE HILO BASE LINE IS A BROKEN BASE LINE WITH THE 150 METER POINT OFF LINE TO THE SOUTHEAST OF THE 0 TO 915 METER LINE,   *
 *  AND WITH THE 430 METER POINT OFF LINE TO THE NORTHWEST OF THE 0 TO 915 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 150-METER POINT:                                                                                       *
 *                               150 - 0 - 915     000 DEG  09 MIN  37 SEC                                                    *
 *                               915 - 0 - 430     000 DEG  02 MIN  38 SEC                                                    *
 *                              915 - 150 - 430    000 DEG  07 MIN  19 SEC                                                    *
 *                                0 - 915 - 150    000 DEG  01 MIN  53 SEC                                                    *
 *                              430 - 915 - 0      000 DEG  02 MIN  20 SEC                                                    *
 *                                                                                                                            *
 *  APPLY THE FOLLOWING CORRECTIONS TO THE ADJUSTED DISTANCES TO PROJECT TO THE STRAIGHT LINE BETWEEN THE 0 AND 915 METER     *
 *  POINTS:                                                                                                                   *
 *                              DECREASE 0 TO 150 LENGTH BY 0.6 MM                                                            *
 *                              DECREASE 0 TO 430 LENGTH BY 0.1 MM                                                            *
 *                              DECREASE 150 TO 430 LENGTH BY 0.6 MM                                                          *
 *                              DECREASE 150 TO 915 LENGTH BY 0.1 MM                                                          *
 *                              DECREASE 430 TO 915 LENGTH BY 0.1 MM                                                          *
 ******************************************************************************************************************************

      DESCRIPTION OF HILO BASE LINE
      YEAR MEASURED:  1985
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED ON THE EAST SIDE OF THE ISLAND OF HAWAII, ABOUT 9.6 K (6.0 MI) SOUTH-SOUTHEAST OF HILO, 3.2 K
      (2.0 MI) NORTH-NORTHWEST OF KEAAU AND ALONG THE EAST EDGE OF THE MEDIAN STRIP OF STATE HIGHWAY 11 NORTH BETWEEN IKA IKA
      STREET CROSSOVER AND THE OLD HALE NANI POLICE ACADEMY CROSSOVER.

      TO REACH THE BASE LINE FROM THE JUNCTION OF STATE HIGHWAY 19 (KAMEHAMEHA AVENUE), STATE HIGHWAY 11 (KANOELEHUA AVENUE) AND
      BANYAN DRIVE ON THE EAST SIDE OF HILO GO SOUTH ON HIGHWAY 11 TOWARD KEAAU AND VOLCANO FOR 8.0 K (5.0 MI) TO IKA IKA STREET
      ON THE RIGHT AND A CROSSOVER ON THE LEFT TO THE UNIVERSITY FARM LOT.  TURN LEFT ON THE CROSSOVER AND GO EAST TO THE NORTH
      BOUND LANES OF HIGHWAY 11 AND THE 0 METER POINT ON THE LEFT.  TO REACH THE OTHER MARKS, GO NORTH ALONG THE HIGHWAY 11
      MEDIAN FOR THE DESIGNATED DISTANCES.

      THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END.  IT IS MADE UP OF THE 0, 150,
      430, AND 915 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET WEST-NORTHWEST OF THE 915 METER POINT.

1     THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET ABOUT 15 CM (6 IN) BELOW THE SURFACE IN A 25 CM (10 IN) SQUARE
      RECESS IN THE TOP OF A 61 CM (24 IN) ROUND MONUMENT LOCATED 32.3 M (106.0 FT) NE FROM CENTERLINE OF SOUTH BOUND LANES OF
      HIGHWAY 11, 10.2 M (33.5 FT) NW FROM CENTERLINE OF CROSSOVER AT IKA IKA ROAD, AND 8.5 M (27.9 FT) SW FROM CENTERLINE OF
      NORTH BOUND LANES OF HIGHWAY 11.  THERE IS A COVER ON THE 25.4 CM (10 IN) SQUARE RECESS.  ALL OF THE MARKS ARE STANDARD
      CALIBRATION BASE LINE DISKS SET ABOUT 15.2 CM (6 IN) BELOW THE SURFACE IN A 25.4 CM (10 IN) SQUARE RECESS IN THE TOP OF
      ABOUT 60.96 CM (24 IN) ROUND MONUMENTS.  THERE ARE COVERS OVER THE 25.4 CM (10 IN) SQUARE RECESSES.  NONE OF THE DISKS ARE
      STAMPED AT THIS TIME.

      BASE LINE PROPERTY OWNERSHIP IS DEPARTMENT OF TRANSPORTATION, HIGHWAYS DIVISION, P.O. BOX 4277, HILO, HAWAII 96721.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE HAWAIIAN SECTION OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING.
      FOR FURTHER INFORMATION CONTACT SURVEY DIVISION-HAWAII BRANCH OFFICE, DAGS, HILO STATE OFFICE BUILDING, 2ND FLOOR, 75
      AUPUNI STREET, HILO, HAWAII  96720.  TELEPHONE (808) 961-7223.

1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N211582
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  IROQUOIS POINT            HAWAII
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G17190                 OAHU COUNTY

                                                LIST OF ADJUSTED DISTANCES (APRIL 12, 1985)

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

          0 M                        9.305        150 M                         9.516    150.0213        150.0214       0.1
          0 M                        9.305        430 M                         9.446    430.0109        430.0109       0.7
          0 M                        9.305       1400 M                         9.422   1399.9885       1399.9885       1.0

        150 M                        9.516        430 M                         9.446    279.9904        279.9904       0.7
        150 M                        9.516       1400 M                         9.422   1249.9674       1249.9674       0.9

        430 M                        9.446       1400 M                         9.422    969.9777        969.9777       0.6

      ***********************************************************************************************************************
      *  THE IROQUOIS POINT BASE LINE IS A BROKEN BASE LINE WITH THE 150 METER POINT OFF LINE TO THE SOUTHEAST OF THE 0     *
      *  TO 1400 METER LINE, AND WITH THE 430 METER POINT OFF LINE TO THE NORTHWEST OF THE 0 TO 1400 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 150-METER POINT:                                                  *
      *                               1400 - 0 - 150    000 DEG  06 MIN  03 SEC                                             *
      *                                430 - 0 - 1400   000 DEG  02 MIN  40 SEC                                             *
      *                               430 - 150 - 1400  000 DEG  06 MIN  36 SEC                                             *
      *                               150 - 1400 - 0    000 DEG  00 MIN  44 SEC                                             *
      *                                 0 - 1400 - 430  000 DEG  01 MIN  11 SEC                                             *
      *                                                                                                                     *
      *  APPLY THE FOLLOWING CORRECTIONS TO THE ADJUSTED DISTANCES TO PROJECT TO THE STRAIGHT LINE BETWEEN THE 0 AND 1400   *
      *  METER POINTS:                DECREASE 0 TO 150 LENGTH BY 0.2 MM                                                    *
      *                               DECREASE 0 TO 430 LENGTH BY 0.1 MM                                                    *
      *                               DECREASE 150 TO 430 LENGTH BY 0.6 MM                                                  *
      *                               DECREASE 150 TO 1400 LENGTH BY 0.0 MM (CHANGE IS LESS THAN 0.1 MM)                    *
      *                               DECREASE 430 TO 1400 LENGTH BY 0.1 MM                                                 *
      ***********************************************************************************************************************

      DESCRIPTION OF IROQUOIS POINT BASE LINE
      YEAR MEASURED:  1985
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED ABOUT 16.9 K (10.5 MI) WEST OF HONOLULU, 6.04 K (3.75 MI) SOUTH OF WAIPAHU AND 2.41 K (1.5 MI)
      NORTH OF EWA BEACH ALONG THE NORTHERN EDGE OF IROQUOIS POINT ROAD BETWEEN FORT WEAVER ROAD AND IROQUOIS POINT.

      TO REACH THE BASE LINE FROM THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAY 760 SOUTH AND INTERSTATE HIGHWAY H-1 AT HI EXIT
      5A, GO SOUTH ON HIGHWAY 760 FOR 1.05 K (0.65 MI) TO AN OVERPASS AND JUNCTION WITH STATE HIGHWAY 90 ON THE WEST SIDE OF
      WAIPAHU.  CONTINUE SOUTH ON HIGHWAY 760 AND FORT WEAVER ROAD FOR 3.22 K (2.0 MI) TO JUNCTION WITH RENTON ROAD ON THE
      RIGHT.  CONTINUE SOUTH OF FORT WEAVER ROAD TOWARD EWA BEACH FOR 1.61 K (1.0 MI) TO A CROSSROADS AND IROQUOIS POINT ROAD ON
      THE LEFT.  TURN LEFT AND GO EASTERLY ON IROQUOIS POINT ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON IROQUOIS POINT ROAD
      FOR 0.48 K (0.3 MI) TO THE 0 METER POINT ON THE LEFT.

      THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END.  IT IS MADE UP OF THE 0, 150,
      430, AND 1400 METER POINTS WITH A MARK FOR THE CALIBRATION OF TAPES SET APPROXIMATELY 100 FEET SOUTHWEST OF THE 0 METER
      POINT.  THE HORIZONTAL DISTANCE FROM THE 0 METER POINT TO THE PUNCHED MARK ON THE 100 FOOT TAPING DISK MEASURED 30.466 M
      (99.95 FT).  ALL OF THE MARKS ARE SET BETWEEN THE NORTHERN EDGE OF IROQUOIS POINT ROAD AND THE SOUTHERN EDGE OF A LARGE CANE
      FIELD.  THE FOUR MARKS ARE NOT SET ON A STRAIGHT LINE.  THE 150 METER POINT IS 6 MINUTES SOUTHEAST OF THE LINE FROM ZERO
      TO 1400 METERS, AND THE 430 METER POINT IS 2 MINUTES NORTHWEST OF THE LINE FROM ZERO TO 1400 METERS.

1     THE STATION IS A STANDARD NGS DISK STAMPED---O M 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 51 CM (20 IN) IN
      DIAMETER RECESSED 5 CM (2 IN) BELOW THE GROUND LOCATED 28.75 M (94.3 FT) NE FROM CENTER OF 91.5 CM (3.0 FT) ROUND SANITARY
      SEWER COVER, 8.14 M (26.7 FT) NW FROM THE CENTER LINE OF IROQUOIS POINT ROAD, AND 6.50 M (21.3 FT) SE FROM THE EDGE OF THE
      BRIM AROUND THE CANE FIELDS.  THE MARK IS PROTECTED BY A 30 CM BY 51 CM (12 BY 20 IN) WATER METER CASING THAT IS FLUSH
      WITH THE SURFACE.  ALL OF THE MARKS ARE SET IN CONCRETE ABOUT 5 TO 8 CM (2-3 IN) BELOW THE SURFACE AND PROTECTED BY 30 CM
      BY 51 CM (12 BY 20 IN) WATER METER CASINGS THAT ARE FLUSH WITH THE SURFACE.  ALL OF THE MARKS ARE STAMPED WITH THEIR BASE
      LINE DESIGNATIONS AND THE YEAR 1984.

      BASE LINE PROPERTY OWNERSHIP IS STATE OF HAWAII, DEPARTMENT OF TRANSPORTATION, 869 PUNCHBOWL STREET, HONOLULU, HI 96813.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE HAWAII SECTION OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING.
      FOR FURTHER INFORMATION ON THIS BASE LINE CONTACT SURVEY DIVISION, DEPARTMENT OF ACCOUNTING AND GENERAL SERVICES, STATE OF
      HAWAII, P.O. BOX 119, HONOLULU, HAWAII  96810.  TELEPHONE (808) 548-7422.

1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N201564
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  KAHULUI                   HAWAII
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G17190                 MAUI COUNTY

                                                LIST OF ADJUSTED DISTANCES (APRIL 11, 1985)

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

          0                          16.633       150                          18.142    149.9879        149.9955       0.1
          0                          16.633       430                          20.602    429.9948        430.0131       0.6
          0                          16.633      1400                          32.275   1399.9680       1400.0553       0.9

        150                          18.142       430                          20.602    280.0068        280.0177       0.6
        150                          18.142      1400                          32.275   1249.9800       1250.0599       0.9

        430                          20.602      1400                          32.275    969.9731        970.0433       0.6

      DESCRIPTION OF KAHULUI BASE LINE
      YEAR MEASURED:  1985
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED ABOUT 4.2 K (2.6 MI) SOUTHEAST OF WAILUKU, 3.6 K (2.25 MI) SOUTHWEST OF KAHULUI AIRPORT AND 1.6 K
      (1.0 MI) SOUTH OF KAHULUI ALONG THE SOUTHERN EDGE OF STATE HIGHWAY 380 JUST WEST OF THE SOUTH PUUNENE AVENUE JUNCTION WITH
      HIGHWAY 380.

      TO REACH THE BASE LINE FROM THE UNITED STATES POST OFFICE AT KAHULUI, MAUI, HAWAII ON SOUTH PUUNENE AVENUE, GO SOUTH ON
      PUUNENE AVENUE FOR 1.4 K (0.9 MI) TO JUNCTION WITH STATE 380.  TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 380 FOR 0.5 K (0.3
      MI) TO THE 0 METER POINT ON THE LEFT.

      THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END.  IT IS MADE UP OF THE 0, 150,
      430, AND 1400 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET APPROXIMATELY 100 FEET SOUTHWEST OF THE
      0 METER POINT.  THE HORIZONTAL DISTANCE FROM THE 0 METER POINT TO THE PUNCHED MARK ON THE 100 FOOT TAPING DISK MEASURED 30.467
      M (99.96 FT).  ALL OF THE MARKS ARE SET ON A LINE IN THE RIGHT-OF-WAY BETWEEN THE HIGHWAY ON THE NORTH AND A LARGE CANE
      FIELD ON THE SOUTH.

      THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM (8 IN) IN
      DIAMETER RECESSED 15 CM (6 IN) BELOW THE GROUND LOCATED 7.2 M (23.6 FT) NW FROM NORTH EDGE OF CONCRETE IRRIGATION DITCH
      AND 9.0 M (29.5 FT) SE FROM THE CENTER LINE OF HIGHWAY 380.  ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET
      IN THE TOP OF 8 INCH ROUND CONCRETE MONUMENTS ABOUT 4 TO 6 INCHES BELOW THE SURFACE AND PROTECTED BY 12 BY 20 INCH
      MONUMENT CASINGS AND NONE OF THE MARKS ARE STAMPED AT THIS TIME.

      BASE LINE PROPERTY OWNERSHIP IS STATE OF HAWAII, DEPARTMENT OF TRANSPORTATION, 869 PUNCHBOWL STREET, HONOLULU, HI 96813.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE HAWAIIAN CHAPTER OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING.
      FOR FURTHER INFORMATION CONTACT COUNTY SURVEYOR, COUNTY OF MAUI, DEPARTMENT OF PUBLIC WORKS, 200 SOUTH HIGH STREET,
      WAILUKU, MAUI, HAWAII 96793.  TELEPHONE (808) 244-7745.

1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N191561
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  KONA                      HAWAII
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G17190                 HAWAII COUNTY

                                                LIST OF ADJUSTED DISTANCES (JUNE 10, 1985)

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

           0                          3.037       150                          2.193     149.9904        149.9927       0.1
           0                          3.037       425                          1.812     425.9105        425.9122       0.6
           0                          3.037       921                          3.503     921.8137        921.8138       0.9

         150                          2.193       425                          1.812     275.9208        275.9211       0.6
         150                          2.193       921                          3.503     771.8237        771.8248       0.9

         425                          1.812       921                          3.503     495.9034        495.9063       0.6

 ******************************************************************************************************************************
 *  THE KONA BASE LINE IS A BROKEN BASE LINE WITH THE 150 METER POINT OFF LINE TO THE NORTHEAST OF THE 0 TO 921 METER         *
 *  LINE, AND WITH THE 425 METER POINT OFF LINE TO THE SOUTHWEST OF THE 0 TO 921 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 150-METER POINT:                                                                              *
 *                               921 - 0 - 150     000 DEG  07 MIN  09 SEC                                                    *
 *                               425 - 0 - 921     000 DEG  03 MIN  01 SEC                                                    *
 *                              425 - 150 - 921    000 DEG  07 MIN  09 SEC                                                    *
 *                              150 - 921 - 0      000 DEG  01 MIN  23 SEC                                                    *
 *                                0 - 921 - 425    000 DEG  02 MIN  36 SEC                                                    *
 *                                                                                                                            *
 *  APPLY THE FOLLOWING CORRECTIONS TO THE ADJUSTED DISTANCES TO PROJECT TO THE STRAIGHT LINE BETWEEN THE 0 AND 921           *
 *  METER POINTS:                                                                                                             *
 *                              DECREASE 0 TO 150 LENGTH BY 0.3 MM                                                            *
 *                              DECREASE 0 TO 425 LENGTH BY 0.2 MM                                                            *
 *                              DECREASE 150 TO 425 LENGTH BY 0.6 MM                                                          *
 *                              DECREASE 150 TO 921 LENGTH BY 0.1 MM                                                          *
 *                              DECREASE 425 TO 921 LENGTH BY 0.1 MM                                                          *
 ******************************************************************************************************************************

      DESCRIPTION OF KONA BASE LINE
      YEAR MEASURED:  1985
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED ON THE NORTHWEST EDGE OF KAILUA-KONA AND ALONG THE EASTERN EDGE OF THE OLD RUNWAY AT THE OLD KONA
      AIRPORT STATE PARK.

      TO REACH THE BASE LINE FROM THE SEASIDE ENTRANCE TO THE STATE PAVILION IN THE OLD KONA AIRPORT STATE PARK, GO NORTHWEST
      ALONG THE OLD RUNWAY FOR ABOUT 0.08 K (0.05 MI) TO THE END OF THE PAINTED PARKING SPOTS AND THE 0 METER POINT ON THE RIGHT
      ABOUT 118.0 M (387.0 FT) NORTHEAST OF THE CENTERLINE OF THE OLD RUNWAY.  TO REACH THE 150 METER POINT CONTINUE NORTHWEST
      ALONG THE RUNWAY FOR 0.16 K (0.1 MI) TO THE MARK ON THE RIGHT ABOUT 117.6 M (386.0 FT) NORTHEAST OF THE CENTERLINE OF THE
      RUNWAY.  TO REACH THE 425 METER POINT CONTINUE NORTHWEST ALONG THE RUNWAY FOR 0.27 K (0.17 MI) TO THE MARK ON THE RIGHT
      ABOUT 118.0 M (387.0 FT) NORTHEAST OF THE CENTERLINE OF THE RUNWAY.  TO REACH THE 921 METER POINT CONTINUE NORTHWEST ALONG
      THE RUNWAY FOR 0.32 K (0.2 MI) TO THE LAST AIRPLANE TURNOUT, BEAR RIGHT AND GO NORTH ACROSS THE TURNOUT FOR 0.08 K (0.05
      MI) TO THE NORTHEAST CORNER OF THE TURNOUT AND THE END OF TRUCK TRAVEL.  PACK NORTHWEST ACROSS THE LAVA FOR ABOUT 82.4 M
      (270.5 FT) TO THE MARK.

1     THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END.  IT IS MADE UP OF 0, 150, 425,
      AND 921 METER POINTS WITH A MARK FOR THE CALIBRATION OF 100 FOOT TAPES SET WEST OF THE 0 METER POINT.

      THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET IN A 20.3 CM (8 IN) SQUARE DEPRESSION SET IN THE TOP OF A 50.8 CM
      (20 IN) SQUARE CONCRETE MONUMENT WITH DISK ABOUT 30.5 CM (12 IN) BELOW THE SURFACE AND THE ENTIRE MARK SET IN THE TOP OF A
      LAVA RIDGE ABOUT 1.2 M (4 FT) HIGH AND 6.4 M (21 FT) BY 22.9 M (75 FT) LOCATED 18.1 M (59.4 FT) SW FROM BARBED WIRE FENCE,
      14.8 M (48.55 FT) NW FROM NORTHWEST EDGE OF BOULDER FIELD, AND 3.0 M (9.85 FT) NE FROM SOUTHWEST EDGE OF 4 FOOT HIGH RIDGE.

      THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET IN A 20.3 CM (8 IN) SQUARE DEPRESSION SET IN THE TOP OF A 48.3
      CM (19 IN) SQUARE CONCRETE MONUMENT WITH DISK ABOUT 17.8 CM (7 IN) BELOW THE SURFACE LOCATED 117.6 M (386.0 FT) NE FROM
      CENTERLINE OF OLD RUNWAY, 21.1 FT (69.25 FT) W FROM POWERLINE POLE, AND 17.7 M (58.05 FT) SW FROM BARBED WIRE FENCE.

      THE 425 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET IN A 20.3 CM (8 IN) SQUARE DEPRESSION SET IN THE TOP OF A 43.2
      CM (17 IN) SQUARE CONCRETE MONUMENT WITH THE DISK ABOUT 15.2 CM (6 IN) BELOW THE SURFACE LOCATED 18.3 M (60.05 FT) SW FROM
      BARBED WIRE FENCE AND 5.8 M (19.15 FT) ESE FROM A 10.2 CM (4 IN) NONI TREE.

      THE 921 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET IN A 20.3 CM (8 IN) SQUARE DEPRESSION SET IN THE TOP OF A 38.1
      CM (15 IN) SQUARE CONCRETE MONUMENT WITH THE DISK ABOUT 20.3 CM (8 IN) BELOW THE SURFACE LOCATED 82.4 M (270.5 FT) NW FROM
      NORTHEAST CORNER OF TURNOUT AT END OF RUNWAY, 39.6 M (130.0 FT) W FROM HIGHEST POINT OF HILL, AND 4.9 M (16.1 FT) NE FROM
      EASTERN EDGE OF BOULDERFIELD.

      BASE LINE PROPERTY OWNERSHIP IS DEPARTMENT OF LAND AND NATURAL RESOURCES, DIVISION OF LAND MANAGEMENT, P.O. BOX 621
      HONOLULU, HAWAII 96809.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE HAWAIIAN SECTION OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING.
      FOR FURTHER INFORMATION CONTACT SURVEY DIVISION-HAWAII BRANCH OFFICE, DAGS, HILO STATE OFFICE BUILDING, 2ND FLOOR, 75
      AUPUNI STREET, HILO, HAWAII 96720.  TELEPHONE (808) 961-7223.

1 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N221593
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  MANA                      HAWAII
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G17190                 KAUAI COUNTY

                                                LIST OF ADJUSTED DISTANCES (APRIL 22, 1985)

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

           0                         2.979         150                         2.938      149.9822       149.9822       0.1
           0                         2.979         430                         2.993      429.7904       429.7904       0.4
           0                         2.979        1400                         4.110     1399.6780      1399.6785       0.6

         150                         2.938         430                         2.993      279.8134       279.8134       0.4
         150                         2.938        1400                         4.110     1249.6983      1249.6989       0.6

         430                         2.993        1400                         4.110      969.8882       969.8888       0.4

      ***********************************************************************************************************************
      *  THE MANA BASE LINE IS A BROKEN BASE LINE WITH THE 150 METER POINT OFF LINE TO THE NORTH OF THE 0 TO 1400 METER     *
      *  LINE, AND WITH THE 430 METER POINT OFF LINE TO THE SOUTH OF THE 0 TO 1400 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 150-METER POINT:                                                              *
      *                               1400 - 0 - 150    000 DEG  18 MIN  41 SEC                                             *
      *                                430 - 0 - 1400   000 DEG  04 MIN  33 SEC                                             *
      *                               430 - 150 - 1400  000 DEG  14 MIN  46 SEC                                             *
      *                               150 - 1400 - 0    000 DEG  02 MIN  15 SEC                                             *
      *                                 0 - 1400 - 430  000 DEG  02 MIN  01 SEC                                             *
      *                                                                                                                     *
      *  APPLY THE FOLLOWING CORRECTIONS TO THE ADJUSTED DISTANCES TO PROJECT TO THE STRAIGHT LINE BETWEEN THE 0 AND 1400   *
      *  METER POINTS:                DECREASE 0 TO 150 LENGTH BY 2.2 MM                                                    *
      *                               DECREASE 0 TO 430 LENGTH BY 0.4 MM                                                    *
      *                               DECREASE 150 TO 430 LENGTH BY 3.4 MM                                                  *
      *                               DECREASE 150 TO 1400 LENGTH BY 0.3 MM                                                 *
      *                               DECREASE 430 TO 1400 LENGTH BY 0.2 MM                                                 *
      ***********************************************************************************************************************

      DESCRIPTION OF MANA BASE LINE
      YEAR MEASURED:  1985
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED ON THE SOUTHWEST SIDE OF KAUAI ABOUT 8.85 K (5.5 MI) WEST OF WAIMEA, 5.6 K (3.5 MI) SOUTHEAST OF
      BARKING SANDS PACIFIC MISSILE RANGE AND 3.2 K (2.0 MI) WEST OF KEKAHA ALONG THE SOUTHERN EDGE OF STATE HIGHWAY 50 JUST
      WEST OF THE KEKAHA SANITARY LANDFILL TURN OFF.

      TO REACH THE BASE LINE FROM THE JUNCTION OF STATE HIGHWAY 50 AND 550 ON THE WEST SIDE OF KEKAHA, GO WEST ON HIGHWAY 50
      TOWARD BARKING SANDS FOR 3.62 K (2.25 MI) TO POWER POLE NUMBER 53 ON THE LEFT AND THE 0 METER POINT.

      THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END.  IT IS MADE UP OF THE 0, 150,
      430, AND 1400 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET NORTHWEST OF THE 0 METER POINT.  ALL OF
      THE MARKS ARE SET ON AN IRREGULAR LINE BETWEEN THE HIGHWAY AND THE PASTURE FENCES ON THE SOUTH SIDE OF THE HIGHWAY.  THERE
      IS OVER 23 MINUTES OF HORIZONTAL DIRECTION BETWEEN THE 150 AND 430 METER POINTS.

1     THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM (12 IN) IN
      DIAMETER RECESSED 5 CM (2 IN) BELOW THE GROUND LOCATED 11.84 M (38.85 FT) SW FROM THE CENTER LINE OF HIGHWAY 50, 6.25 M
      (20.5 FT) NE FROM A BARBED WIRE FENCE, AND 2.12 M (6.95 FT) NE FROM POWER POLE NUMBER 53.  ALL OF THE MARKS ARE STANDARD
      CALIBRATION BASE LINE DISKS NOT STAMPED AT THIS TIME AND SET IN THE TOP OF 30.5 CM (12 IN) ROUND CONCRETE MONUMENTS ABOUT
      5 CM (2 IN) BELOW THE SURFACE.  NONE OF THE PUNCH HOLES MEASURED TO ARE IN THE EXACT CENTER OF THE DISKS.

      BASE LINE PROPERTY OWNERSHIP IS STATE OF HAWAII, DEPARTMENT OF TRANSPORTATION, HIGHWAYS DIVISION, P.O. BOX 1950, LIHUE,
      HAWAII 96766.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE HAWAII SECTION OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING.
      FOR FURTHER INFORMATION ON THIS BASE LINE CONTACT COUNTY OF KAUAI, DEPARTMENT OF PUBLIC WORKS, ENGINEERING DIVISION, 4396
      RICE STREET, LIHUE, HAWAII  96766.