#*************************************************************************** # MCGEE SURVEYING CONSULTING # PROJECT DATA SHEETS PER NGS # DATUMS: HORIZONTAL- NAD 83; ELEVATIONS- LOCAL TIDAL # ************************** *********************************************** DS Station List AA6423 AA6427 HNLC(AJ8468) TU0245 TU0247 TU0260 TU0295 TU0329 TU0333 TU0573 TU0595 TU0597 TU0617 TU0624 TU0671 TU0672 TU1679 *********************************************************************** *********************************************************************** DESIGNATION - B 111 PID - AA6427 STATE/COUNTY- HI/HONOLULU USGS QUAD - HONOLULU (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ NAD 83(1986)- 21 20 01. (N) 157 53 35. (W) SCALED LOCAL TIDAL - 2.188 (meters) 7.18 (feet) ADJUSTED ___________________________________________________________________ GEOID HEIGHT- 15.69 (meters) GEOID03 DYNAMIC HT - 2.184 (meters) 7.17 (feet) COMP MODELED GRAV- 978,934.0 (mgal) NAVD 88 VERT ORDER - FIRST CLASS II The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in April 2001.. The geoid height was determined by GEOID03. The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). The modeled gravity was interpolated from observed gravity values. North East Units Estimated Accuracy SPC HI 3 - 18,490. 511,090. MT (+/- 180 meters Scaled) SUPERSEDED SURVEY CONTROL No superseded survey control is available for this station. U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ147594(NAD 83) MARKER: B = BOLT SETTING: 36 = SET IN A MASSIVE STRUCTURE SP_SET: BRIDGE MARK LOGO: NONE MAGNETIC: N = NO MAGNETIC MATERIAL STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HISTORY - Date Condition Report By HISTORY - 1995 MONUMENTED NOS STATION DESCRIPTION DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JGF) THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE BRIDGE OVER KEEHI LAGOON ON THE SOUTH SIDE OF THE EASTBOUND LANES OF THE NIMITZ HIGHWAY. ITS IS 0.65 M (2.13 FT) SOUTH OF THE CURB OF HIGHWAY, 0.52 METER (1.71 FT) NORTH OF THE WALL AT THE EDGE OF THE BRIDGE AND 0.82 METER (2.69 FT) WEST OF THE EAST END OF BRIDGE, THE SIDEWALK STARTS TO SLOPE AT THE END OF THE BRIDGE. ADJECT TO THE BOLT B 111 IS ETCHED *********************************************************************** *********************************************************************** CORS - This is a GPS Continuously Operating Reference Station. DESIGNATION - HONOLULU TIDE GAU CORS ARP CORS_ID - HNLC PID - AJ8468 STATE/COUNTY- HI/HONOLULU USGS QUAD - HONOLULU (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(CORS)- 21 18 11.81046(N) 157 51 52.28420(W) ADJUSTED * LOCAL TIDAL - ___________________________________________________________________ EPOCH DATE - 2002.00 X - -5,506,797.916 (meters) COMP Y - -2,240,051.679 (meters) COMP Z - 2,302,719.541 (meters) COMP ELLIP HEIGHT- 21.69 (meters) (10/??/02) GPS OBS GEOID HEIGHT- 15.61 (meters) GEOID03 HORZ ORDER - SPECIAL (CORS) ELLP ORDER - SPECIAL (CORS) .ITRF positions are available for this station. .The coordinates were established by GPS observations .and adjusted by the National Geodetic Survey in October 2002.. .The coordinates are valid at the epoch date displayed above. .The epoch date for horizontal control is a decimal equivalence .of Year/Month/Day. .The PID for the CORS L1 Phase Center is AJ8469. .The XYZ, and position/ellipsoidal ht. are equivalent. .The ellipsoidal height was determined by GPS observations .and is referenced to NAD 83. .The geoid height was determined by GEOID03. ; North East Units Scale Factor Converg. ;SPC HI 3 - 15,131.803 514,056.777 MT 0.99999244 +0 02 57.2 ! - Elev Factor x Scale Factor = Combined Factor !SPC HI 3 - 0.99999659 x 0.99999244 = 0.99998903 SUPERSEDED SURVEY CONTROL NAD 83(CORS)- 21 18 11.81653(N) 157 51 52.29486(W) AD(1997.00) c NAD 83(CORS)- 21 18 11.81653(N) 157 51 52.29486(W) AD(1993.62) c ELLIP H (03/??/02) 21.59 (m) GP(1993.62) c c ELLIP H (03/??/02) 21.59 (m) GP(1997.00) c c .Superseded values are not recommended for survey control. .NGS no longer adjusts projects to the OLD HI datum. .See file dsdata.txt to determine how the superseded data were derived. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ1777456137(NAD 83) _MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA STATION DESCRIPTION 'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND 'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE 'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. ' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG ' HTTP://WWW.NGS.NOAA.GOV UNDER PRODUCTS AND SERVICES. *********************************************************************** ********************************************************************** DESIGNATION - P 13 PID - TU0245 STATE/COUNTY- HI/HONOLULU USGS QUAD - WAIPAHU (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ NAD 83(1986)- 21 23 47. (N) 157 58 46. (W) SCALED LOCAL TIDAL - 8.237 (meters) 27.02 (feet) ADJ UNCH ___________________________________________________________________ GEOID HEIGHT- 15.73 (meters) GEOID03 VERT ORDER - FIRST CLASS II The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. The orthometric height was key entered from printed documents and not key verified. The geoid height was determined by GEOID03. North East Units Estimated Accuracy SPC HI 3 - 25,440. 502,130. MT (+/- 180 meters Scaled) SUPERSEDED SURVEY CONTROL No superseded survey control is available for this station. U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ057663(NAD 83) MARKER: DB = BENCH MARK DISK SETTING: 36 = SET IN A MASSIVE STRUCTURE SP_SET: ABUTMENT STAMPING: P 13 1969 STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED CGS HISTORY - 19951019 GOOD USPSQD STATION DESCRIPTION DESCRIBED BY COAST AND GEODETIC SURVEY 1969 0.65 MI NW FROM PEARL CITY. 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF WAIMANO HOME ROAD AT PEARL CITY, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER WAIAWA STREAM, 20.8 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST LANES OF THE HIGHWAY, 20.2 FEET WEST OF A METAL POST SUPPORTING HIGHWAY SIGN HAWAII 90, 5.4 FEET NORTHEAST OF THE NORTHWEST END OF A METAL GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY. STATION RECOVERY (1995) RECOVERY NOTE BY US POWER SQUADRON 1995 RECOVERED IN GOOD CONDITION. National Geodetic Survey, Retrieval Date = SEPTEMBER 28, 2006 *********************************************************************** *********************************************************************** DESIGNATION - N 13 PID - TU0247 STATE/COUNTY- HI/HONOLULU USGS QUAD - WAIPAHU (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ NAD 83(1986)- 21 23 37. (N) 157 58 07. (W) SCALED LOCAL TIDAL - 12.723 (meters) 41.74 (feet) ADJ UNCH ___________________________________________________________________ GEOID HEIGHT- 15.73 (meters) GEOID03 VERT ORDER - FIRST CLASS II The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. The orthometric height was key entered from printed documents and not key verified. The geoid height was determined by GEOID03. North East Units Estimated Accuracy SPC HI 3 - 25,130. 503,260. MT (+/- 180 meters Scaled) SUPERSEDED SURVEY CONTROL No superseded survey control is available for this station. U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ069660(NAD 83) MARKER: DB = BENCH MARK DISK SETTING: 36 = SET IN A MASSIVE STRUCTURE SP_SET: BRIDGE STAMPING: N 13 1969 STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005 HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED CGS HISTORY - 19951019 GOOD USPSQD HISTORY - 20050912 GOOD GEOCAC STATION DESCRIPTION DESCRIBED BY COAST AND GEODETIC SURVEY 1969 IN PEARL CITY. AT PEARL CITY, 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF WAIMANO HOME ROAD, AT THE SOUTHWEST SIDE OF A PARKING LOT FOR THE PEARL CITY SHOPPING CENTER, DIRECTLY ACROSS THE LOT FROM A LONG DRUGS SIGN, AT THE SOUTHEAST END OF A BRIDGE OVER A CONCRETE AND ROCK LINED STREAM, IN THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE, 6.6 FEET NORTHEAST OF THE NORTHEAST CURB OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 7.1 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, 20.4 FEET NORTHWEST OF A TELEPHONE POLE, 56.1 FEET SOUTHEAST OF FIREHYDRANT NO. L 430, 13.7 FEET WEST-SOUTHWEST OF A 10-INCH IRON POLE SUPPORTING AN ELECTRIC SIGN FOODLAND, 2.6 FEET NORTHWEST OF THE SOUTHEAST SIDE OF THE ABUTMENT, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. STATION RECOVERY (1995) RECOVERY NOTE BY US POWER SQUADRON 1995 RECOVERED IN GOOD CONDITION. STATION RECOVERY (2005) RECOVERY NOTE BY GEOCACHING 2005 (GFH) RECOVERED IN GOOD CONDITION. *********************************************************************** *********************************************************************** DESIGNATION - 1 8 PID - TU0260 STATE/COUNTY- HI/HONOLULU USGS QUAD - HONOLULU (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1993)- 21 19 59.67507(N) 157 53 41.13834(W) ADJUSTED * LOCAL TIDAL - 2.630 (meters) 8.63 (feet) ADJ UNCH ___________________________________________________________________ EPOCH DATE - 1993.62 LAPLACE CORR- 3.06 (seconds) DEFLEC99 GEOID HEIGHT- 15.68 (meters) GEOID03 HORZ ORDER - SECOND VERT ORDER - FIRST CLASS II .The horizontal coordinates were established by classical geodetic methods .and adjusted by the National Geodetic Survey in December 1998.. .The horizontal coordinates are valid at the epoch date displayed above. .The epoch date for horizontal control is a decimal equivalence .of Year/Month/Day. .The orthometric height was key entered from printed documents .and not key verified. .The Laplace correction was computed from DEFLEC99 derived deflections. .The geoid height was determined by GEOID03. ; North East Units Scale Factor Converg. ;SPC HI 3 - 18,446.852 510,917.202 MT 0.99999147 +0 02 17.8 ;UTM 04 - 2,359,431.479 614,614.586 MT 0.99976233 +0 24 07.6 ! - Elev Factor x Scale Factor = Combined Factor !SPC HI 3 - 0.99999712 x 0.99999147 = 0.99998859 !UTM 04 - 0.99999712 x 0.99976233 = 0.99975945 |---------------------------------------------------------------------| | PID Reference Object Distance Geod. Az | | dddmmss.s | | TU1445 STATE SURVEY 1 8C 163.242 METERS 09339 | | TU1258 PUNCHBOWL RESET APPROX. 5.3 KM 1161035.6 | |---------------------------------------------------------------------| SUPERSEDED SURVEY CONTROL NAD 83(1986)- 21 19 59.62452(N) 157 53 41.14778(W) AD( ) 2 OLD HI - 21 20 11.01811(N) 157 53 51.02557(W) AD( ) 2 .Superseded values are not recommended for survey control. .NGS no longer adjusts projects to the OLD HI datum. .See file dsdata.txt to determine how the superseded data were derived. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ1461559431(NAD 83) _MARKER: DD = SURVEY DISK _SETTING: 36 = SET IN A MASSIVE STRUCTURE _SP_SET: MEMORIAL _STAMPING: 1-8 1969 _STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED CGS HISTORY - 1969 GOOD NGS HISTORY - 1983 GOOD USCG STATION DESCRIPTION 'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA) 'STATION IS LOCATED 0.50 MILE EAST OF HONOLULU INTERNATIONAL 'AIRPORT, BETWEEN NIMITZ HIGHWAY AND THE NORTH END OF KEEHI 'LAGOON. THE STATION IS IN THE PACIFIC WAR MEMORIAL SITE, ABOUT '192 FT. SOUTH OF NIMITZ HIGHWAY AND ADJOINING THE NORTHEAST SIDE 'OF KEEHI LAGOON BEACH PARK. TO REACH THE STATION FROM NIMITZ 'HIGHWAY AND LAGOON DRIVE, GO SOUTH ALONG LAGOON DRIVE FOR 0.9 'MILE TO AOLELE STREET, TURN LEFT INTO KEEHI LAGOON BEACH PARK 'AND CONTINUE THRU PARK TO ITS NORTHEAST CORNER. THE MEMORIAL 'SITE IS JUST AHEAD. ' 'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-8 1969 'CEMENTED IN DRILL HOLE IN CONCRETE TOP OF STONEWALL AT THE 'NORTHEAST CORNER OF THE PACIFIC WAR MEMORIAL. TIES FROM THE 'STATION ARE--SW 184.85 FT. TO CROSS CUT IN CONCRETE CURB ON EAST 'SIDE OF ACCESS ROAD TO SITE AND ON LINE WITH HAUIKI STATION, 'W 202.69 FT. TO A CROSS CUT IN CONCRETE CURB ON EAST SIDE OF 'ACCESS ROAD AND ON LINE WITH PUNCHBOWL STATION. ' 'GEODIMETER CONNECTION WAS MADE BETWEEN PUNCHBOWL 1873 1928 TO 'STATE SURVEY 1-8 1969. THIS STATION IS ALSO BENCH MARK 1-8 (SS) 'OF THE 1969 FIRST ORDER LEVELS. STATION RECOVERY (1969) 'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 '3.45 MI NW FROM HONOLULU. '0.25 MILE NORTHWEST ALONG QUEEN STREET FROM THE POST OFFICE AT 'HONOLULU, THENCE 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 92, IN THE 'TOP OF THE NORTHEAST CORNER OF A RETAINING WALL AROUND THE KEEHI 'LAGOON MEMORIAL, 201.5 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND 'LANES OF THE HIGHWAY, 180 FEET EAST OF THE CENTER LINE OF AN ENTRANCE 'ROAD TO THE MEMORIAL, 30.6 FEET NORTHEAST OF THE CENTER OF A MONUMENT, '2.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE WALL, AND ABOUT 4 'FEET ABOVE THE GROUND. STATION RECOVERY (1983) 'RECOVERY NOTE BY US COAST GUARD 1983 (MAT) 'NO. 1-8/1969 RECOVERED EXCELLENT. ' 'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION GIVEN IN 1969 'BY CARL ANNIS ADEQUATE WITH THE EXCEPTION THAT THE NORTH/SOUTH 'ROAD ADJACENT TO DAV MEMORIAL SHOWN IN HIS DIAGRAM NO LONGER 'CONNECTS WITH NIMITZ HWY. THE TWO + ON THE CURB STILL EXIST. THE 'MEMORIAL INDICATED IN THE DIAGRAM BY A WHITE CROSS IS A 'WHITE PILLAR IN THAT SHAPE IN EXCESS OF 35 FEET HIGH. *********************************************************************** *********************************************************************** DESIGNATION - B 5 PID - TU0295 STATE/COUNTY- HI/HONOLULU USGS QUAD - HONOLULU (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ NAD 83(1993)- 21 17 39.55338(N) 157 51 26.91286(W) ADJUSTED LOCAL TIDAL - 1.839 (meters) 6.03 (feet) ADJ UNCH ___________________________________________________________________ EPOCH DATE - 1993.62 LAPLACE CORR- 2.85 (seconds) DEFLEC99 GEOID HEIGHT- 15.56 (meters) GEOID03 HORZ ORDER - THIRD VERT ORDER - FIRST CLASS II The horizontal coordinates were established by classical geodetic and adjusted by the National Geodetic Survey in December 1998.. No horizontal observational check was made to the station. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. The orthometric height was key entered from printed documents and not key verified. The Laplace correction was computed from DEFLEC99 derived deflections. The geoid height was determined by GEOID03. North East Units Scale Factor Converg. SPC HI 3 - 14,140.363 514,788.919 MT 0.99999270 +0 03 06.3 UTM 04 - 2,355,150.601 618,512.673 MT 0.99977356 +0 24 53.9 - Elev Factor x Scale Factor = Combined Factor SPC HI 3 - 0.99999727 x 0.99999270 = 0.99998997 UTM 04 - 0.99999727 x 0.99977356 = 0.99977083 SUPERSEDED SURVEY CONTROL NAD 83(1986)- 21 17 39.50275(N) 157 51 26.92219(W) AD( ) 3 OLD HI - 21 17 50.88600(N) 157 51 36.79300(W) AD( ) 3 Superseded values are not recommended for survey control. NGS no longer adjusts projects to the OLD HI datum. See file dsdata.txt to determine how the superseded data were derived. U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ1851355151(NAD 83) MARKER: DB = BENCH MARK DISK SETTING: 30 = SET IN A LIGHT STRUCTURE SP_SET: FLOOR STAMPING: B 5 1928 STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002 HISTORY - Date Condition Report By HISTORY - 1963 MONUMENTED CGS HISTORY - 1962 GOOD NGS HISTORY - 1969 GOOD NGS HISTORY - 19990926 GOOD USPSQD HISTORY - 20020812 GOOD NGS STATION DESCRIPTION DESCRIBED BY COAST AND GEODETIC SURVEY 1963 SEE STATION KEWALO STATION RECOVERY (1962) RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 IN HONOLULU. 0.25 MILE SOUTHWEST ON RICHARDS STREET FROM THE FEDERAL BUILDING IN HONOLULU, THENCE 0.9 MILE SOUTHEAST ON ALA MOANA BLVD. AT THE NORTHWEST CORNER OF THE KEWALO BASIN BOAT HARBOR AND NORTHEAST CORNER OF PARKING AREA OF THE FISHERMANS WHARF RESTAURANT, CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE PIER, 1 FOOT NORTHWEST OF A TIMBER GUARD-RAIL, 21.3 FEET NORTHEAST OF A SMALL LEADING CRANE, 48.7 FEET SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF THE HARBOR, AND 48 FEET SOUTH OF A U.S. CORPS OF ENGINEERS BRONZE DISK WHICH IS STAMPED WAIKIKI 1948. STATION RECOVERY (1969) RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 RECOVERED IN GOOD CONDITION. STATION RECOVERY (1999) RECOVERY NOTE BY US POWER SQUADRON 1999 RECOVERED IN GOOD CONDITION. STATION RECOVERY (2002) RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW) RECOVERED IN GOOD CONDITION. *********************************************************************** *********************************************************************** DESIGNATION - 3 11 PID - TU0329 STATE/COUNTY- HI/HONOLULU USGS QUAD - KOKO HEAD (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1986)- 21 17 04. (N) 157 43 16. (W) SCALED * LOCAL TIDAL - 1.200 (meters) 3.94 (feet) ADJ UNCH ___________________________________________________________________ GEOID HEIGHT- 15.52 (meters) GEOID03 VERT ORDER - FIRST CLASS II .The horizontal coordinates were scaled from a topographic map and have .an estimated accuracy of +/- 6 seconds. .The orthometric height was key entered from printed documents .and not key verified. .The geoid height was determined by GEOID03. ; North East Units Estimated Accuracy ;SPC HI 3 - 13,070. 528,940. MT (+/- 180 meters Scaled) SUPERSEDED SURVEY CONTROL .No superseded survey control is available for this station. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ326541(NAD 83) _MARKER: DE = TRAVERSE STATION DISK _SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT _SP_SET: SET IN TOP OF CONCRETE MONUMENT _STAMPING: 3-11 1969 _STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO +STABILITY: SURFACE MOTION HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED HISTORY - 1969 GOOD NGS STATION DESCRIPTION 'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 '2.55 MI NE FROM AINA HAINA. '2.4 MILES NORTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST 'HIND DRIVE AT AINA HAINA, THENCE 0.15 MILE SOUTH ALONG BAY STREET, AT 'THE WEST EDGE OF A GROUP OF SIX PALM TREES, IN KULIOUOU BEACH PARK, '65.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK REST 'ROOM, 7.7 FEET NORTH OF THE CENTER OF A 12-INCH PALM TREE, 41.3 FEET 'SOUTHEAST OF THE SOUTHEAST CORNER OF AN ASPHALT PARKING AREA, 16.5 'FEET NORTH OF THE NORTH EDGE OF THE BEACH, AND SET IN THE TOP OF A 'CONCRETE POST FLUSH WITH THE LAWN. *********************************************************************** *********************************************************************** DESIGNATION - 3 12 PID - TU0333 STATE/COUNTY- HI/HONOLULU USGS QUAD - KOKO HEAD (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1993)- 21 16 25.73820(N) 157 41 52.20124(W) ADJUSTED * LOCAL TIDAL - 72.888 (meters) 239.13 (feet) ADJ UNCH ___________________________________________________________________ EPOCH DATE - 1993.62 LAPLACE CORR- -2.95 (seconds) DEFLEC99 GEOID HEIGHT- 15.34 (meters) GEOID03 HORZ ORDER - SECOND VERT ORDER - FIRST CLASS II .The horizontal coordinates were established by classical geodetic methods .and adjusted by the National Geodetic Survey in December 1998.. .The horizontal coordinates are valid at the epoch date displayed above. .The epoch date for horizontal control is a decimal equivalence .of Year/Month/Day. .The orthometric height was key entered from printed documents .and not key verified. .The Laplace correction was computed from DEFLEC99 derived deflections. .The geoid height was determined by GEOID03. ; North East Units Scale Factor Converg. ;SPC HI 3 - 11,893.465 531,358.494 MT 1.00000215 +0 06 34.7 ;UTM 04 - 2,353,009.165 635,092.872 MT 0.99982552 +0 28 21.1 ! - Elev Factor x Scale Factor = Combined Factor !SPC HI 3 - 0.99998613 x 1.00000215 = 0.99998828 !UTM 04 - 0.99998613 x 0.99982552 = 0.99981166 SUPERSEDED SURVEY CONTROL NAD 83(1986)- 21 16 25.68769(N) 157 41 52.20950(W) AD( ) 2 OLD HI - 21 16 37.08600(N) 157 42 02.07730(W) AD( ) 2 .Superseded values are not recommended for survey control. .NGS no longer adjusts projects to the OLD HI datum. .See file dsdata.txt to determine how the superseded data were derived. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ3509353009(NAD 83) _MARKER: DE = TRAVERSE STATION DISK _SETTING: 36 = SET IN A MASSIVE STRUCTURE _SP_SET: BUILDING _STAMPING: 3-12 1969 _STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED HIGS HISTORY - 1969 GOOD NGS STATION DESCRIPTION 'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS) '4.65 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION 'OF WEST HIND DRIVE AT AINA HAINA, THENCE 0.35 MILES 'WEST-SOUTHWEST ALONG A PAVED ROAD, 0.05 MILE SOUTHWEST OF A METAL 'GATE, IN THE TOP AND CENTER ALONG THE WEST SIDE OF A 6 1/2- BY '8-FOOT CONCRETE BUILDING (THE TOP OF THE BUILDING IS ABOUT LEVEL 'WITH THE GROUND), 40 FEET WEST-SOUTHWEST OF THE CENTER LINE OF 'THE ROAD, 14.2 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 4.0 FEET 'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE ROOF OF 'THE BUILDING, 4.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF 'THE CONCRETE ROOF OF THE BUILDING, 6.3 FEET SOUTHWEST OF 'THE EDGE OF THE NORTHEAST FACE OF A CONCRETE STRUCTURE WITH A 'METAL DOOR, AND LEVEL WITH THE SURFACE OF THE GROUND. STATION RECOVERY (1969) 'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 '5.0 MI SE FROM AINA HAINA. '4.65 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST 'HIND DRIVE AT AINA HAINA, THENCE 0.35 MILE WEST-SOUTHWEST ALONG A 'PAVED ROAD, 0.05 MILE SOUTHWEST OF A METAL GATE, IN THE TOP AND CENTER 'ALONG THE WEST SIDE OF A 6 1/2- BY 8-FOOT CONCRETE BUILDING (THE TOP 'OF THE BUILDING IS ABOUT LEVEL WITH THE GROUND), 40 FEET 'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14.2 FEET 'NORTH-NORTHWEST OF A TELEPHONE POLE, 4.0 FEET NORTHWEST OF THE 'SOUTHEAST CORNER OF THE CONCRETE ROOF OF THE BUILDING, 4.0 FEET 'SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE ROOF OF THE 'BUILDING, 6.3 FEET SOUTHWEST OF THE EDGE OF THE NORTHEAST FACE OF A 'CONCRETE STRUCTURE WITH A METAL DOOR, AND LEVEL WITH THE SURFACE OF 'THE GROUND. *********************************************************************** *********************************************************************** DESIGNATION - 8 3 PID - TU0573 STATE/COUNTY- HI/HONOLULU USGS QUAD - KAENA (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1993)- 21 32 44.60503(N) 158 14 24.47625(W) ADJUSTED * LOCAL TIDAL - 8.238 (meters) 27.03 (feet) ADJ UNCH ___________________________________________________________________ EPOCH DATE - 1993.62 LAPLACE CORR- 6.48 (seconds) DEFLEC99 GEOID HEIGHT- 14.84 (meters) GEOID03 HORZ ORDER - SECOND VERT ORDER - FIRST CLASS II .The horizontal coordinates were established by classical geodetic methods .and adjusted by the National Geodetic Survey in December 1998.. .The horizontal coordinates are valid at the epoch date displayed above. .The epoch date for horizontal control is a decimal equivalence .of Year/Month/Day. .The orthometric height was key entered from printed documents .and not key verified. .The Laplace correction was computed from DEFLEC99 derived deflections. .The geoid height was determined by GEOID03. ; North East Units Scale Factor Converg. ;SPC HI 3 - 41,988.550 475,125.421 MT 0.99999764 -0 05 17.5 ;UTM 04 - 2,382,737.934 578,683.228 MT 0.99967650 +0 16 44.7 ! - Elev Factor x Scale Factor = Combined Factor !SPC HI 3 - 0.99999637 x 0.99999764 = 0.99999401 !UTM 04 - 0.99999637 x 0.99967650 = 0.99967287 SUPERSEDED SURVEY CONTROL NAD 83(1986)- 21 32 44.55432(N) 158 14 24.48917(W) AD( ) 2 OLD HI - 21 32 55.96089(N) 158 14 34.39337(W) AD( ) 2 .Superseded values are not recommended for survey control. .NGS no longer adjusts projects to the OLD HI datum. .See file dsdata.txt to determine how the superseded data were derived. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QEJ7868382738(NAD 83) _MARKER: DD = SURVEY DISK _SETTING: 66 = SET IN ROCK OUTCROP _SP_SET: LAVA ROCK _STAMPING: 8-3 1969 _STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD +STABILITY: POSITION/ELEVATION WELL _SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR +SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003 HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED HIGS HISTORY - 1969 GOOD NGS HISTORY - 1972 GOOD NGS HISTORY - 20031103 GOOD TERRSV STATION DESCRIPTION 'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS) '9.35 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST 'OFFICE AT WAIANAE, AT THE CROSSING OF A POWER LINE, 0.05 MILE 'SOUTHEAST OF THE JUNCTION OF A PAVED ROAD NORTHEAST TO KAENA 'P. T. TRACKING STATION, AT THE SOUTHEAST END OF A TURNOUT, IN 'THE TOP OF A LAVA ROCK PROJECTING 0.3 FOOT ABOVE THE GROUND WHICH 'IS AT THE NORTHWEST END OF A CUT, 22.7 FEET SOUTHWEST OF THE 'CENTER LINE OF THE HIGHWAY, 16.0 FEET NORTH OF POWER POLE 244, '15 FEET NORTHEAST OF THE SOUTHWEST LEDGE OF A CLIFF, ABOUT LEVEL 'WITH THE HIGHWAY AND 25 FEET HIGHER THAN THE OCEAN. STATION RECOVERY (1969) 'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 '9.35 MI NW FROM WAIANAE. '9.35 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT 'WAIANAE, AT THE CROSSING OF A POWER LINE, 0.05 MILE SOUTHEAST OF THE 'JUNCTION OF A PAVED ROAD NORTHEAST TO KAENA P. T. TRACKING STATION, AT 'THE SOUTHEAST END OF A TURNOUT, IN THE TOP OF A LAVA ROCK PROJECTING '0.3 FOOT ABOVE THE GROUND WHICH IS AT THE NORTHWEST END OF A CUT, 22.7 'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.0 FEET NORTH OF 'POWER POLE 244, 15 FEET NORTHEAST OF THE SOUTHWEST LEDGE OF A CLIFF, 'ABOUT LEVEL WITH THE HIGHWAY AND 25 FEET HIGHER THAN THE OCEAN. STATION RECOVERY (1972) 'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 'RECOVERED IN GOOD CONDITION. STATION RECOVERY (2003) 'RECOVERY NOTE BY TERRA SURV 2003 (JVH) 'RECOVERED AS DESCRIBED. THE MARK IS LOCATED BEHIND A GUARDRAIL. National Geodetic Survey, Retrieval Date = SEPTEMBER 28, 200 *********************************************************************** *********************************************************************** DESIGNATION - R 14 PID - TU0595 STATE/COUNTY- HI/HONOLULU USGS QUAD - WAIANAE (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1986)- 21 29 27. (N) 158 13 44. (W) SCALED * LOCAL TIDAL - 6.825 (meters) 22.39 (feet) ADJ UNCH ___________________________________________________________________ GEOID HEIGHT- 15.06 (meters) GEOID03 VERT ORDER - FIRST CLASS II .The horizontal coordinates were scaled from a topographic map and have .an estimated accuracy of +/- 6 seconds. .The orthometric height was key entered from printed documents .and not key verified. .The geoid height was determined by GEOID03. ; North East Units Estimated Accuracy ;SPC HI 3 - 35,910. 476,280. MT (+/- 180 meters Scaled) SUPERSEDED SURVEY CONTROL .No superseded survey control is available for this station. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QEJ798766(NAD 83) _MARKER: DB = BENCH MARK DISK _SETTING: 30 = SET IN A LIGHT STRUCTURE _SP_SET: CULVERT _STAMPING: R 14 1969 _STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED CGS STATION DESCRIPTION 'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 '4.8 MI NW FROM WAIANAE. '4.8 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT 'WAIANAE, AT THE NORTHWEST END OF KEAAU BEACH PARK, IN THE TOP OF THE 'NORTHWEST CONCRETE HEAD WALL OF A 36-INCH CULVERT UNDER THE ENTRANCE 'ROAD TO THE PARK, 38.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, '14.5 FEET NORTH OF THE CENTER LINE OF THE PARK ENTRANCE ROAD, 36.7 'FEET EAST OF THE SOUTHWEST CURB OF A PARK ROAD, 2.5 FEET WEST OF THE 'EAST END OF THE HEAD WALL, 2.4 FEET EAST OF THE WEST END OF THE HEAD 'WALL, 36.1 FEET NORTH AND ACROSS THE PARK ENTRANCE ROAD FROM A METAL 'STOP SIGN POST. *********************************************************************** *********************************************************************** DESIGNATION - P 14 PID - TU0597 STATE/COUNTY- HI/HONOLULU USGS QUAD - WAIANAE (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1986)- 21 28 10. (N) 158 12 56. (W) SCALED * LOCAL TIDAL - 6.584 (meters) 21.60 (feet) ADJ UNCH ___________________________________________________________________ GEOID HEIGHT- 15.17 (meters) GEOID03 VERT ORDER - FIRST CLASS II .The horizontal coordinates were scaled from a topographic map and have .an estimated accuracy of +/- 6 seconds. .The orthometric height was key entered from printed documents .and not key verified. .The geoid height was determined by GEOID03. ; North East Units Estimated Accuracy ;SPC HI 3 - 33,540. 477,660. MT (+/- 180 meters Scaled) SUPERSEDED SURVEY CONTROL .No superseded survey control is available for this station. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QEJ812743(NAD 83) _MARKER: DB = BENCH MARK DISK _SETTING: 0 = UNSPECIFIED SETTING _STAMPING: P 14 1969 _STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED CGS STATION DESCRIPTION 'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 '2.95 MI NW FROM WAIANAE. '2.95 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT 'WAIANAE, AT THE JUNCTION OF MOUA STREET, IN THE TOP AND 1.4 FEET 'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF CULVERT '900C-2.20 UNDER THE STREET, 34.7 FEET SOUTHWEST OF THE CENTER LINE OF 'THE HIGHWAY, 18.0 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, '48.0 FEET WEST OF GUY POLE H 30-50-73R, AND ABOUT 1 1/2 FEET HIGHER 'THAN THE HIGHWAY. *********************************************************************** *********************************************************************** DESIGNATION - 8 9 PID - TU0617 STATE/COUNTY- HI/HONOLULU USGS QUAD - EWA (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1993)- 21 22 09.96363(N) 158 08 14.77667(W) ADJUSTED * LOCAL TIDAL - 3.707 (meters) 12.16 (feet) ADJ UNCH ___________________________________________________________________ EPOCH DATE - 1993.62 LAPLACE CORR- 7.07 (seconds) DEFLEC99 GEOID HEIGHT- 15.35 (meters) GEOID03 HORZ ORDER - SECOND VERT ORDER - FIRST CLASS II .The horizontal coordinates were established by classical geodetic methods .and adjusted by the National Geodetic Survey in December 1998.. .The horizontal coordinates are valid at the epoch date displayed above. .The epoch date for horizontal control is a decimal equivalence .of Year/Month/Day. .The orthometric height was key entered from printed documents .and not key verified. .The Laplace correction was computed from DEFLEC99 derived deflections. .The geoid height was determined by GEOID03. ; North East Units Scale Factor Converg. ;SPC HI 3 - 22,456.549 485,746.109 MT 0.99999251 -0 03 00.3 ;UTM 04 - 2,363,280.127 589,425.106 MT 0.99969882 +0 18 51.6 ! - Elev Factor x Scale Factor = Combined Factor !SPC HI 3 - 0.99999700 x 0.99999251 = 0.99998951 !UTM 04 - 0.99999700 x 0.99969882 = 0.99969583 |---------------------------------------------------------------------| | PID Reference Object Distance Geod. Az | | dddmmss.s | | TU1683 STATE SURVEY 8 9A HARRIET 164.522 METERS 07841 | | TU1682 STATE SURVEY 8 9B HILL REF 2 307.029 METERS 13318 | | TU1681 KAHE RESET APPROX. 2.2 KM 1530300.1 | |---------------------------------------------------------------------| SUPERSEDED SURVEY CONTROL NAD 83(1986)- 21 22 09.91183(N) 158 08 14.78835(W) AD( ) 2 OLD HI - 21 22 21.29415(N) 158 08 24.67683(W) AD( ) 2 .Superseded values are not recommended for survey control. .NGS no longer adjusts projects to the OLD HI datum. .See file dsdata.txt to determine how the superseded data were derived. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QEJ8942563280(NAD 83) _MARKER: DD = SURVEY DISK _SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT _SP_SET: SET IN TOP OF CONCRETE MONUMENT _STAMPING: 8-9 1969 _STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO +STABILITY: SURFACE MOTION HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED CGS HISTORY - 1969 GOOD NGS STATION DESCRIPTION 'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA) 'STATION IS LOCATED IN NANAKULI, JUST NORTHERLY OF EWA-WAIANAE 'DISTRICT BOUNDARY, IN THE KOKIO BEACH PARK ABOUT 100 FT. MAKAI 'OF FARRINGTON HIGHWAY AT MAKAI END OF PARKING LOT. STATION 'IS ON MAKAI EDGE OF ASPHALTIC-CONCRETE WALKWAY ABOUT 300 FT. FROM 'PARKING LOT NEAR FOUR KIAWE TREES. ' 'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-9 1969 IN 'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL. TIES FROM STATION 'ARE--SW 45 FT. + OR - TO OLD CONCRETE BUNKER. N 34.5 FT. TO 'KIAWE TREE. NE 3 FT. TO NAIL IN WALKWAY. SE 3 FT. TO NAIL 'IN WALKWAY. ' 'SUB-SURFACE MARK IS IDENTICAL WITH STATION, CEMENTED IN CORAL '2.6 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP MONUMENT BY A 'LAYER OF SAND. ' 'GEODIMETER CONNECTION WAS MADE BETWEEN KAHE AND STATE SURVEY 8-9. ' 'THIS STATION IS ALSO BENCH MARK 8-9 (SS) OF THE 1969 FIRST 'ORDER LEVELS. STATION RECOVERY (1969) 'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 '1.6 MI SE FROM NANAKULI. '1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT 'NANAKULI, ALONG THE SOUTHWEST SIDE OF KOKIO PARK, 200 FEET SOUTHWEST 'OF THE SOUTHWEST SIDE OF A GREENHOUSE, 0.5 FOOT SOUTHWEST OF THE 'SOUTHWEST EDGE OF AN ASPHALT WALKWAY, 17.4 FEET NORTHWEST OF A 10-INCH 'TREE, 17.7 FEET NORTHEAST OF A 12-INCH TREE, 27.7 FEET EAST OF A '12-INCH TREE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE 'GROUND. *********************************************************************** *********************************************************************** DESIGNATION - 9 3 PID - TU0624 STATE/COUNTY- HI/HONOLULU USGS QUAD - EWA (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1993)- 21 19 54.84681(N) 158 05 21.86365(W) ADJUSTED * LOCAL TIDAL - 30.851 (meters) 101.22 (feet) ADJ UNCH ___________________________________________________________________ EPOCH DATE - 1993.62 LAPLACE CORR- 2.97 (seconds) DEFLEC99 GEOID HEIGHT- 15.31 (meters) GEOID03 HORZ ORDER - SECOND VERT ORDER - FIRST CLASS II .The horizontal coordinates were established by classical geodetic methods .and adjusted by the National Geodetic Survey in December 1998.. .The horizontal coordinates are valid at the epoch date displayed above. .The epoch date for horizontal control is a decimal equivalence .of Year/Month/Day. .The orthometric height was key entered from printed documents .and not key verified. .The Laplace correction was computed from DEFLEC99 derived deflections. .The geoid height was determined by GEOID03. ; North East Units Scale Factor Converg. ;SPC HI 3 - 18,297.340 490,725.158 MT 0.99999106 -0 01 57.1 ;UTM 04 - 2,359,153.828 594,429.047 MT 0.99971019 +0 19 52.6 ! - Elev Factor x Scale Factor = Combined Factor !SPC HI 3 - 0.99999275 x 0.99999106 = 0.99998381 !UTM 04 - 0.99999275 x 0.99971019 = 0.99970294 SUPERSEDED SURVEY CONTROL NAD 83(1986)- 21 19 54.79508(N) 158 05 21.87478(W) AD( ) 2 OLD HI - 21 20 06.17501(N) 158 05 31.75927(W) AD( ) 2 .Superseded values are not recommended for survey control. .NGS no longer adjusts projects to the OLD HI datum. .See file dsdata.txt to determine how the superseded data were derived. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QEJ9442959154(NAD 83) _MARKER: DD = SURVEY DISK _SETTING: 30 = SET IN A LIGHT STRUCTURE _SP_SET: SIDEWALK _STAMPING: 9-3 1969 _STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HISTORY - Date Condition Report By HISTORY - 1969 MONUMENTED HIGS HISTORY - 1969 GOOD NGS STATION DESCRIPTION 'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS) '6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE 'AT NANAKULI, THENCE 0.2 MILE SOUTHEAST ALONG THE EXIT ROAD OF 'THE FREEWAY TO THE CAMPBELL INDUSTRIAL PARK, IN THE TOP OF THE 'EAST CONCRETE WALK AT THE SOUTH END OF PALAILAI INTERCHANGE BRIDGE 'OVER INTERSTATE HIGHWAY H I, 15.2 FEET EAST OF THE CENTER LINE 'OF THE NORTH BOUND LANES OF THE HIGHWAY, 4.8 FEET NORTH OF THE 'SOUTH END OF THE WALK, 2.0 FEET WEST OF A METAL HANDRAIL, 3.5 'FEET NORTH OF THE NORTH END OF A METAL GUARDRAIL, 0.9 FOOT 'EAST OF THE WEST EDGE OF THE WALK, AND ABOUT 1 FOOT HIGHER 'THAN THE ROAD. NOTE--THIS MARK IS 0.45 MILE WEST ALONG 'RENTON ROAD, THENCE 0.4 MILE NORTH ALONG KALAELOA BOULEVARD FROM 'BENCH MARK K 14. STATION RECOVERY (1969) 'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 '6.2 MI SE FROM NANAKULI. '6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT 'NANAKULI, THENCE 0.2 MILE SOUTHEAST ALONG THE EXIT ROAD OF THE FREEWAY 'TO THE CAMPBELL INDUSTRIAL PARK, IN THE TOP OF THE EAST CONCRETE WALK 'AT THE SOUTH END OF PALAILAI INTERCHANGE BRIDGE OVER INTERSTATE 'HIGHWAY H I, 15.2 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND 'LANES OF THE HIGHWAY, 4.8 FEET NORTH OF THE SOUTH END OF THE WALK, 2.0 'FEET WEST OF A METAL HANDRAIL, 3.5 FEET NORTH OF THE NORTH END OF A 'METAL GUARDRAIL, 0.9 FOOT EAST OF THE WEST EDGE OF THE WALK, AND ABOUT '1 FOOT HIGHER THAN THE ROAD. NOTE-- THIS MARK IS 0.45 MILE WEST ALONG 'RENTON ROAD, THENCE 0.4 MILE NORTH ALONG KALAELOA BOULEVARD FROM BENCH 'MARK K 14. *********************************************************************** *********************************************************************** DESIGNATION - HO NO 1 PID - TU0671 STATE/COUNTY- HI/HONOLULU USGS QUAD - PEARL HARBOR (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ NAD 83(1986)- 21 18 53. (N) 157 59 55. (W) SCALED LOCAL TIDAL - 1.642 (meters) 5.39 (feet) ADJ UNCH ___________________________________________________________________ GEOID HEIGHT- 15.33 (meters) GEOID03 VERT ORDER - SECOND CLASS 0 The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. The orthometric height was key entered from printed documents and not key verified. The geoid height was determined by GEOID03. North East Units Estimated Accuracy SPC HI 3 - 16,390. 500,140. MT (+/- 180 meters Scaled) SUPERSEDED SURVEY CONTROL No superseded survey control is available for this station. U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ038573(NAD 83) MARKER: DB = BENCH MARK DISK SETTING: 30 = SET IN A LIGHT STRUCTURE SP_SET: CULVERT STAMPING: HO NO 4 1965 STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HISTORY - Date Condition Report By HISTORY - 1965 MONUMENTED CGS HISTORY - 1966 GOOD NGS STATION DESCRIPTION DESCRIBED BY COAST AND GEODETIC SURVEY 1965 1 MI E FROM EWA BEACH. AT THE HONOLULU MAGNETIC OBSERVATORY OF THE U.S. COAST AND GEODETIC SURVEY, AT SOUTH SIDE OF DRIVE IN FRONT OF OBSERVATORY OFFICE, 63 FEET EAST-NORTHEAST OF FLAGPOLE, 80 FEET SOUTHEAST OF OFFICE DOOR, 4 FEET SOUTH OF EDGE OF DRIVE, 63 FEET NORTH OF BENCH MARK HO NO 2, AND CEMENTED IN A DRILL HOLE IN A SMALL, CONCRETE, CULVERT ABUTMENT FLUSH WITH GROUND. STATION RECOVERY (1966) RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. *********************************************************************** *********************************************************************** DESIGNATION - HO NO 2 PID - TU0672 STATE/COUNTY- HI/HONOLULU USGS QUAD - PEARL HARBOR (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ NAD 83(1986)- 21 18 52. (N) 157 59 55. (W) SCALED LOCAL TIDAL - 1.580 (meters) 5.18 (feet) ADJ UNCH ___________________________________________________________________ GEOID HEIGHT- 15.33 (meters) GEOID03 VERT ORDER - SECOND CLASS 0 The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. The orthometric height was key entered from printed documents and not key verified. The geoid height was determined by GEOID03. North East Units Estimated Accuracy SPC HI 3 - 16,360. 500,140. MT (+/- 180 meters Scaled) SUPERSEDED SURVEY CONTROL No superseded survey control is available for this station. U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ038572(NAD 83) MARKER: DB = BENCH MARK DISK SETTING: 30 = SET IN A LIGHT STRUCTURE SP_SET: CULVERT STAMPING: HO NO 2 1965 STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HISTORY - Date Condition Report By HISTORY - 1965 MONUMENTED CGS HISTORY - 1966 GOOD NGS STATION DESCRIPTION DESCRIBED BY COAST AND GEODETIC SURVEY 1965 1 MI E FROM EWA BEACH. AT THE HONOLULU MAGNETIC OBSERVATORY OF THE U.S. COAST AND GEODETIC SURVEY, ON NORTHWEST SIDE OF CURVING ENTRANCE ROAD TO THE OBSERVATORY, 68 FEET EAST-SOUTHEAST OF FLAGPOLE, 63 FEET SOUTH OF BENCH MARK HO NO 1, 142 FEET SOUTHEAST OF OFFICE DOOR, AND CEMENTED IN A DRILL HOLE IN A SMALL, CONCRETE, CULVERT ABUTMENT FLUSH WITH GROUND. STATION RECOVERY (1966) RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. National Geodetic Survey, Retrieval Date = SEPTEMBER 28, 2006 *********************************************************************** *********************************************************************** DESIGNATION - 30188 PID - TU1679 STATE/COUNTY- HI/HONOLULU USGS QUAD - PEARL HARBOR (1983) *CURRENT SURVEY CONTROL ___________________________________________________________________ * NAD 83(1993)- 21 18 52.50869(N) 157 59 55.46118(W) ADJUSTED * LOCAL TIDAL - 1.7 (meters) 6. (feet) GPS OBS ___________________________________________________________________ EPOCH DATE - 1993.62 X - -5,511,604.927 (meters) COMP Y - -2,226,974.018 (meters) COMP Z - 2,303,884.219 (meters) COMP LAPLACE CORR- 0.53 (seconds) DEFLEC99 ELLIP HEIGHT- 17.67 (meters) (11/30/94) GPS OBS GEOID HEIGHT- 15.33 (meters) GEOID03 HORZ ORDER - FIRST ELLP ORDER - FIFTH CLASS I .The horizontal coordinates were established by GPS observations .and adjusted by the National Geodetic Survey in November 1994.. .No horizontal observational check was made to the station. .The horizontal coordinates are valid at the epoch date displayed above. .The epoch date for horizontal control is a decimal equivalence .of Year/Month/Day. .The orthometric height was determined by GPS observations and a .high-resolution geoid model. .The X, Y, and Z were computed from the position and the ellipsoidal ht. .The Laplace correction was computed from DEFLEC99 derived deflections. .The ellipsoidal height was determined by GPS observations .and is referenced to NAD 83. .The geoid height was determined by GEOID03. ; North East Units Scale Factor Converg. ;SPC HI 3 - 16,377.462 500,130.806 MT 0.99999000 +0 00 01.6 ;UTM 04 - 2,357,294.186 603,844.159 MT 0.99973325 +0 21 50.3 ! - Elev Factor x Scale Factor = Combined Factor !SPC HI 3 - 0.99999722 x 0.99999000 = 0.99998722 !UTM 04 - 0.99999722 x 0.99973325 = 0.99973047 SUPERSEDED SURVEY CONTROL NAD 83(1986)- 21 18 52.45519(N) 157 59 55.47393(W) AD( ) 2 .Superseded values are not recommended for survey control. .NGS no longer adjusts projects to the OLD HI datum. .See file dsdata.txt to determine how the superseded data were derived. _U.S. NATIONAL GRID SPATIAL ADDRESS: 4QFJ0384457294(NAD 83) _MARKER: DD = SURVEY DISK _SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT _SP_SET: CONCRETE POST _STAMPING: 30188 1973 _MARK LOGO: NGS _MAGNETIC: N = NO MAGNETIC MATERIAL _STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO +STABILITY: SURFACE MOTION _SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR +SATELLITE: SATELLITE OBSERVATIONS - August 07, 1995 HISTORY - Date Condition Report By HISTORY - UNK MONUMENTED HISTORY - 19930813 GOOD NOS HISTORY - 19950807 GOOD NOS STATION DESCRIPTION 'DESCRIBED UNK 'RECOVERED AS DESCRIBED. STATION RECOVERY (1993) 'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) 'RECOVERED AS DESCRIBED. STATION RECOVERY (1995) 'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF) 'RECOVERED AS DESCRIBED.