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.